HomeMy WebLinkAbout20173669.tiffw •J r
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USE BY SPECIAL REVIEW (USR) APPLICATION
DEPARTMENT OF PLANNING SERVICES * 1555 N. 17TH AVENUE * GREELEY, CO 80631
www.weldgov.com * 970-353-6100 EXT 3540 * FAX 970-304-6498
FOR PLANNING DEPARTMENT USE:
AMOUNT $
APPLICATION RECEIVED BY
DATE RECEIVED:
CASE # ASSIGNED:
PLANNER ASSIGNED:
Parcel Number*:
See attached Parcels Crossed list
Address of site: Weld Count CO
Sections 35, 34, 27, 22, 10, & 11
Legal Description:
Zone District: A Acreage: Floodplain:YON
FEE OWNER(S) OF THE PROPERTY: EASEMENTS
Name: Erik T. Van Decar
Company: Green River DevCo LP
Section: Township:
Geological Hazard:
Phone #4 720-587-2462 Email: erik.vandecar nblenergy.com
Street Address: 1625 Broadway #2200
City/State/Zip Code: Denver, CO 80202
Range: 64 w
N Airport Overlay:
Name:
Company:
Phone #: Email:
Street Address:
City/State/Zip Code:
Name:
Company:
Phone #:
Street Address:
City/State/Zip Code:
Email:
APPLICANT OR AUTHORIZED AGENT: (See below: Authorization must accompanyall applications signed byAuthorizedAgents,)
Name: Erik T. Van Decar
Company: Green River DevCo LP
Phone #: 720-587-2462 Email: erik.vandecar nblenergy.cam
Street Address: 1625 Broadway #2200
City/State/Zip Code: Denver, co 80202
PROPOSED USE:
Construction of two seperate 12" natural gas pipelines.
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 feeowners must be included with the
application.--ser-peon is the fee owner, notarized evidence must be included indicating that the signatory has to legal
juth yt• •r theor oration.
7/4777
Signa • = Owner or Authorized Agent Date Signature: Owner or Authorized Agent Date
6:ger 417
Print Name
Print Name Rev 4/2016
South
Area Gas Pipeline,
Phase
2 Parcels
Crossed
List
PARCEL
NAME
ADDRESS1
ADDRESS!
CITY
STATE
ZIPCODE
TOWNSHIP
RANGE
SECTION
130510000006
WASTE MANAGEMENT CORP
C/O WASTE MANAGEMENT
PO BOX 1450
CHICAGO
IL
606901450
2
64
10
130511000002
WASTE MANAGEMENT CORP
C/O WASTE MANAGEMENT
PO BOX 1450
CHICAGO
IL
606901450
2
64
11
130522000005
GINGERICH
STANLEY F
120 W NELSON AVE
KEENESBURG
CO
806439043
2
64
22
130522000006
GINGERICH STANLEY F
120 W NELSON AVE
KEENESBURG
CO
806439043
2
64
22
130522200028
MINNE
FREDRIC
F LIVING TRUST
PO BOX 88
KEENESBURG
CO
806430088
2
64
22
130522300002
GINGERICH
STANLEY F
PO BOX 316
KEENESBURG
CO
806430316
2
64
22
130527000020
GINGERICH
STANLEY
PO BOX 316
KEENESBURG
CO
806430316
2
64
27
130527000021
KRCMARIK
SUSAN FLEISCHMANN
(1/4
INT)
C/O SUSAN FLEISCHMANN
KRCMARIK
3316 SAGEWATER CT
FORT COLLINS
CO
805289471
2
64
27
130527000021
HEINICKE
KIMBERLY
E (1/4 INT)
C/O SUSAN FLEISCHMANN
KRCMARIK
3316 SAGEWATER CT
FORT COLLINS
CO
805289471
2
64
27
130527000021
CRAIG CLAUDIA (1/4 INT)
C/O SUSAN FLEISCHMANN
KRCMARIK
FORT COLLINS
CO
805289471
2
64
27
3316 SAGEWATER CT
130527000021
TOMPKINS
MARCIA (1/4 INT)
C/O SUSAN FLEISCHMANN
KRCMARIK
3316 SAGEWATER CT
FORT COLLINS
CO
805289471
2
64
27
130534000013
FRITZLER
ROBERT A
PO BOX
343
KEENESBURG
CO
806430343
2
64
34
130534000014
FRITZLER ROBERT A
PO BOX
343
KEENESBURG
CO
806430343
2
64
34
130534000032
FRITZLER ROBERT A
PO BOX
343
KEENESBURG
CO
806430343
2
64
34
130535000001
VINES
SANDRA
6745 SOUTHRIDGE
LN
CO
801203238
2
64
35
LITTLETON
130535000003
SHARP
WC LAND LLC
9378 S STAR HILL
CIR
CO
801245443
2
64
35
LITTLETON
fjnoble
no e
MIDSTREAM PARTNERS
June 30, 2017
Mr. Kim Ogle
Weld County Planning
1555 N. 17th Avenue
Greeley, CO 80631
1 620 Broadway, Suite 2200
Denver, Colorado 80202
303.228.4000
RE: Hudson-Keenesburg CGF Authorized Agent for Green River DevCo LP
Dear Mr. Ogle:
I am the designated Attorney -In -Fact for the Green River DevCo LP. On behalf of Green River
DevCo LP, I authorize Robert Smetana to serve as the Authorized Agent for Green River
DevCo LP related to any application with Weld County for the South Area Gas Pipeline Project,
including both Phase 1 and Phase 2.
Sincerely,
Green River DevCo LP
By: Green River DevCo GP LLC, its general partner
By: Noble Midstream Services, LLC, its sole member
Erik T. Van Decar
Attorney -In -Fact
DEPARTMENT OF PLANNING SERVICES
BUILDING INSPECTION DIVISION
1555 N 17TH AVENUE, GREELEY, CO 80631
(970) 353-6100 X3540
AUTHORIZATION FORM
Pam Hora represent Erik T. Van Decar for the
(Applicant) (Owner)
property located at See attached "Parcels Crossed List"
Legal Description: Qtr/Qtr Section , Township N, Range
Subdivision Name:
Lot Block
can be contacted at the following phone ##'s: Homc Pam.Hora@tetratech.corm
Work
Cell
720-864-4507
•
720-201-0173
Correspondence mailed to (only one): Applicant ❑ Property Owner
Owner's Signature Date
s777
South Area Gas Pipeline, Phase 2
Easement Status Report
Attached is the Easement Status Report for the South Area Gas Pipeline, Phase 2. The Easement Status
Report provides information on how many► easements have been signed and the most current estimate of
when all easements will be signed. The Easement Status Report was created on July 6, 2017.
South Area Gas Pipeline
Environmental Health Amendment
The following Environmental Health Amendment is being submitted for the South Area Gas Pipeline USR to
address sanitary facilities for workers, waste disposal, and dust control and APEN requirements.
Sanitary Facilities for Workers
The South Area Gas Pipeline USR is to permit the installation of a gas pipeline. The only time during which sanitary
facilities would be necessary is during construction of the pipeline. Therefore, during construction, it will be the
contractor's responsibility to provide portable toilets with handwashing facilities for use by the construction crews.
Waste Disposal
The only time when waste disposal will be necessary is during construction and the contractor will be responsible
for providing waste receptacles to collect trash as a result of the construction process or by the construction workers.
There will be no hazardous waste or materials generated during construction of the pipeline.
Dust Control and APEN Requirements
During the installation of the pipeline, water trucks will be utilized to suppress dust. An APEN will be obtained for
construction of this project.
South
Area Gas Pipeline, Phase
2 Easement Status Report
PARCEL
NAME
ADDRESS1
ADDRESS2
CITY
STATE
TOWNSHIP
RANGE
SECTION
EASEMENT STATUS
130510000006
WASTE MANAGEMENT CORP
C/O WASTE MANAGEMENT
PO BOX 1450
CHICAGO
IL
2
64
10
ROW EXECUTED
130511000002
WASTE MANAGEMENT CORP
C/O WASTE MANAGEMENT
PO BOX 1450
CHICAGO
IL
2
64
11
ROW EXECUTED
130522000005
GINGERICH STANLEY F
120 W NELSON AVE
KEENESBURG
CO
2
64
22
ROW EXECUTED
130522000006
GINGERICH STANLEY F
120 W NELSON AVE
KEENESBURG
CO
2
64
22
ROW EXECUTED
130522200028
MINNE FREDRIC F LIVING TRUST
PO BOX 88
KEENESBURG
CO _
2
64
22
ROW EXECUTED
130522300002
GINGERICH STANLEY F
PO BOX 316
KEENESBURG
CO
2
64
22
ROW EXECUTED
130527000020
GINGERICH STANLEY
PO BOX 316
KEENESBURG
CO
2
64
27
ROW EXECUTED
130527000021
KRCMARIK SUSAN FLEISCHMANN (1/4 INT)
C/O SUSAN FLEISCHMANN KRCMARIK
3316 SAGEWATER CT
FORT COLLINS
CO
2
64
27
ROW EXECUTED
130527000021
HEINICKE KIMBERLY E (1/4 INT)
C/O SUSAN FLEISCHMANN KRCMARIK
3316 SAGEWATER CT
FORT COLLINS
CO
2
64
27
ROW EXECUTED
130527000021
CRAIG CLAUDIA (1/4 INT)
C/O SUSAN FLEISCHMANN KRCMARIK
3316 SAGEWATER CT
FORT COLLINS
CO
2
64
27
ROW EXECUTED
130527000021
TOMPKINS MARCIA (1/4 INT)
C/O SUSAN FLEISCHMANN KRCMARIK
3316 SAGEWATER CT
FORT COLLINS
CO
2
64
27
ROW EXECUTED
130534000013
PO BOX 343
KEENESBURG
CO
2
64
34
ROW EXECUTED
FRITZLER ROBERT A
130534000014
PO BOX 343
KEENESBURG
CO I
2
64
34
ROW EXECUTED
FRITZLER ROBERT A
130534000032
FRITZLER ROBERT A
PO BOX 343
KEENESBURG
CO
2
64
34
ROW EXECUTED
130535000001
VINES SANDRA
6745 SOUTHRIDGE LN
CO
2
64
35
ROW EXECUTED
LITTLETON
130535000003
SHARP WC LAND LLC
9378 5 STAR HILL CIR
CO
2
64
35
ROW EXECUTED
LITTLETON
South Area Gas Pipeline, Phase 2
Decommissioning Plan
The pipeline will be designed to be safely used for hydrocarbon delivery for a projected lifetime of
approximately 40 to 50 years. Corrosion of the pipeline will be regularly monitored during the life of the
pipeline to ensure the thickness of the pipe is maintained at a level required to withstand pressures within
the pipeline, with adequate Factors of Safety included.
When the decision is made by the Owner that the pipeline must be taken out of service, the typical
process is that the pipeline is cleaned of all hydrocarbons and repeatedly flushed to achieve a condition
to minimize any off -gassing or leaking, then the terminations of the pipe segments are sealed shut. The
pipeline is typically idled or abandoned in place, and well -marked to show where it is located. If the
pipeline is idled and empty, all operations and maintenance activities under DOT Part 192 will continue.
If required by the jurisdiction, the pipeline can be dug up and the disturbed earth re -graded and restored.
In such cases, the steel would be recycled. The restoration requirements would include final grading to
match pre-existing conditions, and to prevent any increased drainage runoff. The disturbed areas are
seeded with native grass mixes matching the construction restoration specifications for non -cultivated
areas (including rangeland and fallow areas). For cultivated areas, the disturbed area would be re -graded
and then replanted by the landowner in the next growing season. In all cases, temporary erosion and
sediment control Best Management Practices (BMP's) would be put in place to control erosion until the
native and cultivated plants are established.
Note that removal of the pipeline is ideal from the standpoint of safety issues in congested areas.
However, some pipelines achieve a productive secondary use if cleaned out and used as a conduit for
other utilities, including fiber optic lines. Similarly, the segments of the pipeline crossing under existing
County Roads can be left in place and used for future utility crossings, thereby reducing the damage and
inconvenience associated with those future crossings. For longer segments of abandoned steel pipeline
in places where fiber optic lines are being installed, the pipeline has a residual value and may be sold to
the telecommunications carrier. In cases where the piping at road crossings is left in place, the piping can
be donated to the County and/or future utility(ies) to offset the costs and requirements of digging up and
restoring the roads.
South Area Gas Pipeline, Phase 2 Summary Statement
Following in bold are bullet points of the topics Weld County asked be explained within the Summary
Statement for the project. Following each bullet point is an explanation of how the point has been
addressed.
• Source, capacity, size destination and type of facilities, support structures, lines, etc.
• Description of pipeline.
The South Area Gas Pipeline, Phase 2 (the pipeline) is proposed by Green River DevCo LP (Green
River). For some background as to who Green River is, Noble Midstream Services, LLC is the sole
member of Green River DevCo GP LLC, which is the general partner of Green River DevCo LP. The
South Area Gas Pipeline, Phase 2 is a pipeline that will transport natural gas from Noble's operations
area in southeast Weld County, referred to as the Mustang Integrated Development Plan (IDP) to the
South Area Gas Pipeline. The South Area Gas Pipeline, which is the first phase of this project, is currently
under review as USR17-0034.
The South Area Gas Pipeline, Phase 2 includes two separate 12 -inch natural gas pipelines, both of which
will connect to the South Area Gas Pipeline currently under review. The total length of natural gas
pipeline to be permitted with this application is approximately 6 miles. As with the South Area Gas
Pipeline, the Phase 2 lines will have a wall thickness of at least 0.375 of an inch; increased wall thickness
or increased steel hoop strength will be used where engineering design determines it is needed. The
pipelines will be coated with fusion -bonded epoxy (FBE) and will have a maximum operating pressure of
740 per square inch gauge (prig) at 100°F. The pipeline flow measurement will be monitored by a
Supervisory Control and Data Acquisition (SCADA) system. The natural gas that flows into the Phase 2
pipeline will come from other Econodes in the vicinity of the Phase 2 pipelines and that gas will travel
north in the South Area Gas Pipeline to a third -party compressor station that is independent of Green
River. The independent natural gas processing company will process the natural gas and sell it to an end
user such as Xcel Energy for use by the public.
The typical easement agreement that Green River is acquiring from landowners will include provisions for
both a permanent easement and a temporary easement. Green River would like to obtain permanent
easements that it can accommodate not only the gas pipeline being permitted with this Use by Special
Review (USR) application, but also future oil and fresh water pipeline projects through this same corridor,
in order to minimize the impacts of its pipelines on landowners. Temporary construction easements are
also being requested so that contractors have adequate space to work during pipeline installation.
When the proposed 6± miles of natural gas pipeline is constructed, the depth of the pipeline will vary
depending on surface conditions, but the minimum pipeline depth will be compliant with DOT
requirements. DOT 192.327 code requires the pipeline to have at least 30 inches of cover in Class 1
locations and 36 inches of cover in Class 2, 3, and 4 locations. Where it crosses under roads, ditches, or
railroads, it needs to have at least 36 inches of cover. Green River will evaluate class locations to
determine applicable cover.
The pipeline is planned to cross Weld County Roads (VCRs) 18 and 16, Interstate 76, and the Burlington
Northern Santa Fe (BNSF) Railroad right-of-way (ROW). Permits will be acquired from Weld County,
Colorado Department of Transportation (CDOT) and BNSF to cross each of these ROWs. In addition,
ditch crossing agreements permits will be obtained from ditch companies for any ditches that need to be
crossed.
Occasionally, a "smart pig" may be sent through the pipe to electronically measure the pipe wall thickness
to detect the extent of any corrosion. At the other end of the pipeline, a similar above -ground section of
pipe has a bolt -on opening that allows the pig to be removed from the pipeline after scraping it clean. A
launcher/receiver is similar, and allows the pig to be sent in either direction depending on the direction of
flow within the pipeline. A►t this time, the exact locations of launchers/receivers along the pipeline is not
1
known. The launchers/receivers are fabricated from pipeline steel that is designed to withstand pipeline
pressures of up to 720 pounds per square inch (psi) and permanently anchored to the ground with either
concrete foundations or drilled helical piers. In addition, it is continuously anchored to the below -grade
portions of the pipeline. The launcher/receiver portions of the pipeline are essentially the same diameter
as the pipeline (i.e., 12 inches in diameter).
• Description of the preferred route or site and reasons for its selection.
• A description of the method or procedures to be employed to avoid or minimize the impacts
on irrigated agricultural land.
• An explanation of how the design of the pipeline mitigates negative impacts on the
surrounding area to the greatest extent feasible.
The route selected is generally the shortest and most direct route to collect gas from the Mustang IDP
area. Econodes in the Mustang IDP area connect directly into the South Area Gas Pipeline, Phase 2 to
allow for a more efficient transfer of product from production to market. There are limited options for
routing the pipeline from the Econodes to the South Area Gas Pipeline, but the most direct route that
avoids existing improvements and with landowners willing to grant easements to Green River have been
selected.
• Procedures to be employed in mitigating adverse impacts of the proposed route.
In general, the route selected was deemed to be the most direct and will be placed on properties owned
by landowners who are willing to grant easements to Green River. In addition, the route selected will
minimize impacts on the community, minimize cost, and maximize safety during construction by crossing
as few roads as possible. The pipeline needs to cross Interstate 76 and the BNSF Railroad; however,
Green River is already working on crossing agreements with both entities. Temporary and permanent
access points to the County Road from the pipeline easement will be planned out during the design
process and permitted with the County Public Works Department. These access points will be
constructed in locations with adequate visibility, and will be designed with tracking control to keep mud off
the county roads. Noble will work to find access locations into properties where fencing and gates are
placed far enough away from the county road to ensure that vehicles entering the site are completely off
the road when they stop to open a gate. If needed, they will work with landowners to temporarily modify
fencing or gates during construction to prevent problems with vehicles blocking county roads as they
access properties.
Physical facilities such as valves and pig launchers/receivers will be located off of the County Road ROW,
and laid out to allow safe access by Green River maintenance technicians.
Environmental reports were completed for the proposed pipeline alignment by SWCA (reports are
included in the application package). It was determined that some sensitive environmental resource areas
are along the route and will require mitigation measures to avoid and minimize impacts during
construction of the pipeline. Each mitigation measure is outlined in a letter from Noble Midstream
Partner's Senior Environmental Coordinator, which is included in the application package along with all of
the environmental reports.
• A description of the plan for controlling soil erosion, dust, and the growth of noxious weeds.
• A statement addressing how there will be no adverse impact from stormwater runoff to the
public rights -of -way or surrounding properties as a result of the pipeline.
Grading, erosion, and sediment control plans and details will be included in the design plans for the
pipeline. Dust mitigation will be conducted by watering the disturbed area several times a day during
construction with a watering truck, using water purchased from the local water district. Revegetation of
disturbed areas will occur following placement of the pipe. The surface will be graded to minimize erosion
and then replanted with the vegetation that existed prior to pipeline construction. Revegetation will be
required for grassland and fallow land using native seed mixes specified by the local soil conservation
2
service. Cultivated land will be graded to minimize erosion and then planted by the landowner for the next
growin
g
season
• An outline of the planned construction, including startup and commissioning schedule, to
include the number of stages and timing of each.
It is estimated that the pipeline construction and commissioning dates will be as follows:
• Green River is planning to begin construction of this pipeline in late 2017.
• Pipeline testing is planned for 2018.
• Pipeline Commissioning is planned to occur in 2018.
• Information of any public meeting conducted, to include the location, date, time, attendance,
and method of advertising.
Green River/Noble will be notifying all landowners within 500 feet of the proposed pipeline by sending
them a packet of information about the project and its purpose within the Mustang IDP area. Landowners
will be directed to contact Noble Energy if they have any concerns. Depending on the response received
to the information mailed out, Noble will determine whether or not they will host a meeting with neighbors.
Noble will provide a copy of the information sent out to neighbors to Weld County, they will track any
feedback received from neighbors and then share the information with the County. If a community
meeting is scheduled, Weld County staff will be invited.
• A description of any hazards, if any, of fire, explosion, and other dangers to the health, safety,
and welfare of employees and the general public.
Gas pipelines are inherently dangerous due to the presence of pressurized hydrocarbons being conveyed
within the pipeline. However, the risks associated with pipelines are much lower than alternative means of
delivery, such as trucking and railroads. These risks are mitigated by:
• Locating the pipelines, wherever feasible, away from heavily populated areas and sensitive areas
such as schools and hospitals.
• Classifying pipeline segments according to federal regulations in accordance with proximity to
populated areas, schools, and hospitals and upgrading Factors of Safety associated with the
pipeline strength with respect to pipeline volume and allowable pressures.
• Burying pipelines to appropriate depths and using adequate engineering and construction
principals to prevent geological damage to the lines.
• Engineering valves and shut-off controls required to depressurize the pipeline when required for
emergency situations.
• Marking and identifying pipeline routes with appropriate warnings.
• At locations where the proposed pipeline will cross existing pipelines (including County and public
utility infrastructure), the existing pipeline owners will be contacted and plans and construction
details will be approved for each crossing. Timber mats are typically used to protect existing
pipelines at locations where the Green River's construction vehicles must cross over the
infrastructure.
• Green River has rigorous procedures for One -Call Notification that is uniformly enforced with both
in-house personnel and contracted construction crews. Additionally, sweeping of the ROW also
occurs to identify any additional pipelines not identified with the 811 One Call Notification
process.
• The pipeline route design will be mapped and field -located by crews working under the direction
of a Licensed Surveyor. Immediately prior to construction, the survey crews will stake out the
pipeline centerline and easement boundaries based upon the approved and permitted
construction drawings.
3
• A description of emergency procedures to be followed in case of a reported failure or accident
involving the proposed pipeline. We would suggest developing an emergency action plan
consistent with what is typically required for other USR sites.
A Pipeline Safety Plan and a Spill Prevention Plan (Emergency Action Plan) is being developed currently
and can be submitted prior to finalization of the USR for this pipeline.
• A discussion of how the proposal conforms to the guidelines of Chapter 22 of the Code and
any other applicable code provision or ordinance in effect.
The South Area Gas Pipeline, Phase 2 USR application is consistent with the intent of Chapter 22 Weld
County Code and Comprehensive Plan in the following ways:
O.G. Goal 1. Promote the reasonable and orderly exploration and development of oil and gas mineral
resources
The South Area Gas Pipeline, Phase 2 is located in an area where there is already a significant
amount of oil and gas development. By locating the pipeline in this area, Green River will be able to
lower the overall impact of oil and gas development in the area by providing the safest, cleanest, and
most efficient means of resource transportation. Pipelines remove trucks from county roads and allow
for a more orderly development of oil and gas exploration in the area.
O.G. Policy 1.1 The County should encourage cooperation, coordination and communication between
the surface owner and the mineral owner/operations with respect to any developments of either the
surface or the mineral estate.
The South Area Gas Pipeline, Phase 2 is surrounded by land uses primarily associated with the
Agriculture Zone. Land uses near the pipeline include existing oil and gas facilities, existing
agricultural facilities such as feed lots and animal storage structures, and existing residential
properties. Residential properties surrounding the pipeline are sparsely distributed and consist mainly
of range homes and large lot single family homes. Other than roads, the highway, and railroad tracks,
the pipeline will not travel through or underneath any significant structure. Green River will agree to
an easement with each property owner that the pipeline crosses in order to ensure that the pipeline is
compatible with the land the pipeline crosses. By agreeing to an easement with each landowner,
Green River is committed to working with all landowners along the pipeline route to ensure that the
pipeline will not adversely impact any property along the route.
O.G. Goal 2. Ensure that the extraction of oil and gas resources conserves the land and minimizes
the impact on surrounding land and the existing surrounding land uses.
The proposed route of the South Area Gas Pipeline, Phase 2 will minimize surface impact by placing
the pipeline on the edges of parcels rather than cutting through the middle of parcels of land.
O.G. Policy 2.1 Encourage oil- and gas -drilling activities to be coordinated with seasonal production
schedules associated with agricultural activities. Promote and encourage the use of directional drilling
to protect surface rights of agricultural lands and possible future land uses.
Green River has worked with each landowner to minimize impact to agricultural land. The proposed
pipeline route minimizes surface impact and Green River will work with each land owner to best
minimize impact during pipeline installation. Green River's easement agreements with each
landowner stipulate that they will provide compensation for loss of production as a result of the
pipeline installation.
• A decommissioning plan.
Included in the application package is the Decommissioning Plan for the project.
4
• A description of any haul routes during construction, identifying the roads and bridges
involved and the weight of the loads.
The haul routes selected for the project will depend on which portion of the pipeline is being constructed.
The general haul route will utilize Interstate 76. Green River and its contractors will avoid smaller
community roads. Green River does not anticipate needing laydown yard locations during construction of
the pipe; however, if one is needed, only approved/permitted laydown yards will be used. Green River will
identify access points for getting trucks into sites and then back onto the ROW. The locations will be
primarily selected based on the ease and safety of getting semi -truckloads of piping off of the County
Road and onto the pipeline corridor with minimal disruption to traffic patterns on the road. The access
points will be constructed to County standards with respect to visibility, drainage, mud tracking, and safe
egress without stopping on the County Roads to unlock any gates.
The haul routes selected will be documented on maps that will be provided to Contractors and truck
drivers to direct them on how to get each truckload to its intended destination with minimal disturbance to
other road users, with maximum safety to both Contractors and the public, and with minimal damage to
existing County infrastructure.
• An explanation of how the pipeline will not have an undue effect on existing and future
development of the surrounding area as set forth in applicable Master Plans.
Portions of the South Area Gas Pipeline, Phase 2 lie within the Keenesburg, Co and Weld County
intergovernmental agreement (IGA) planning area. The pipeline is close to but not within the Keenesburg
town limits. However, Noble Energy has met and will continue to meet with Keenesburg, as needed,
about planned activity in their planning area so that any issues of concern that the Town has can be
addressed by Green River.
The route selected generally parallels existing County Roads and is the shortest and most direct route
between the beginning sources of the pipeline system and the delivery termination of the pipeline system
without bisecting parcels of land. The selected route also minimizes disturbance to the land to allow
landowners to continue their farming practices while also protecting the surface so that it can be used for
possible future development.
• An explanation as to how reasonable alternatives to the proposal have been adequately
addressed and why the proposed proposal is consistent with the best interests of the people
of the County and represents a balanced use of resources in the affected area.
Noble Energy developed IDPs to design and coordinate production activities in a manner that is less
disruptive to residents and the communities in which the drilling is occurring. An IDP results in a smaller
operational footprint, reduced emissions, less truck traffic, and increased water management. This is
accomplished by drilling multiple wells from a single well -site (Econodes), which creates greater
efficiencies throughout the exploration, drilling, and production phases of production. The use of IDPs
also reduces the number and overall miles of pipelines required to collect and deliver the resources to
consumers. According to the U.S. Department of Transportation, pipelines are the safest mode of
transportation for natural gas, crude oil, and other energy resources. Pipelines are able to transport vast
quantities of these resources more efficiently and cost effectively; for natural gas, pipelines are the only
manner to transport it in large quantities over land, lowering traffic on the roads and reducing emissions.
5
HIED TETRA TECH
July 5, 2017
Hayley Balzano, Engineer
Weld County Department of Planning Services
1555 North 171h Avenue
Greeley, Colorado 80632
RE: Drainage Narrative for South Area Gas Pipeline Phase 2; Tetra Tech Job No. 133-35719-16008
Dear Ms. Balzano:
Tetra Tech is pleased to present this drainage narrative for the South Area Gas Pipeline, Phase 2 in Weld
County, Colorado. As of the writing of this narrative, a USR number has not yet been assigned. The South Area
Gas Pipeline, Phase 2 will collect and transport natural gas between multiple facilities within Weld County. The
pipeline is being proposed by Green River DevCo LP (Green River).
The pipeline will be constructed using traditional cut and cover methods over open ground. Horizontal directional
drilling will be used to construct the pipeline under existing public roads, other pipelines, and jurisdictional waters.
The ground will be returned to pre -project contours. Historic drainage will continue to enter and leave the
pipeline corridor in the same manner as it does today.
No drainage problems with the subject parcels has been reported to Green River. Surrounding land uses are
agricultural (ranching) and oillgas development.
The pipeline will not cross any mapped FEMA floodplains.
Based on the criteria set forth in Section 23-12-30.F.1' .a.5 of the Weld County Code, this project does not require
a detention pond. Pipeline projects are exempted from drainage requirements per this section of Weld County
Code.
If you have any questions regarding the content of this drainage narrative, you can contact me at 720-864-4566 or
at eff.butsontetratech.com.
Sincerely,
TETRA TECH
Jeffrey 1 ': B1tsq i, P.E., CFM
Project Engineer
Tetra Tech
1900 S. Sunset Street, Suite I -E, Longmont, CO 80501
Tel 303-772-5282 Fax 303-772-7039 www.tetratech.com
noble
MIDSTREAM PARTNERS
Noble Midstream Services/ LLC
June 6, 2017
•
Subject: South Area Gas Pipeline Environmental Mitigation
Attachments: Biological Survey Report for the South Area Pipeline Project, Weld County, Colorado
Aquatic Resources Inventory Report for the South Area Pipeline Project, Weld County, Colorado
Robert,
The attached SWCA environmental reports (Biological Survey Report for the South Area Pipeline Project,
Weld County, Colorado and Aquatic Resources Inventory Report for the South Area Pipeline Project, Weld
County, Colorado) document a number of sensitive environmental resources that will require mitigation
measures to avoid and minimize impacts during construction of the South Area Gas Pipeline.
Potential burrowing owl habitat in prairie dog colonies was identified and mapped within the project
area. Construction after November 1 and before March 15 will avoid any impacts to burrowing owls
which are protected as Threatened species in Colorado by Colorado Parks and Wildlife (CPW).
Five hawk nests were mapped within 0.50 mile the project area. Hawks are federally protected by US
Fish and Wildlife Service (USFWS) under the Migratory Bird Treaty Act of 1918 and CPW has
recommends spatial buffer distances for some breeding raptor species in Colorado. The spatial buffers
from 0.25 mile to 0.50 mile are recommended as species specific Best Management Practices (BMPs)
during the nesting season, generally from February 1 and July 15. Therefore, construction outside of
either the spatial and/or temporal windows will greatly reduce the likelihood of impacts to the raptor
nests mapped near the project area. If temporal avoidance of the nesting season is not possible, nests
should be monitored by qualified biologists.
Ute ladies' -tresses (Spiranthes diluvialis) and Colorado butterfly plant (Gaura neomexicana ssp.
coloradensis) are federally protected Threatened species by USFWS under the Endangered Species A►ct
and have the potential to occur within the mapped wetland "WETO1" associated with Box Elder Creek.
Potential impacts to these species and their habitat will be avoided by boring the entirety of this
mapped wetland.
Numerous wetland and waterbodies were mapped along the project area. Section 404 of the Clean
Water Act (CWA) regulates dredge and fill within the boundaries of Waters of the US (WoUS). The US
Environmental Protection Agency and US Army Corps of Engineers are the CWA permitting agencies and
have final legal authority in determining the presence/absence of federally jurisdictional WoUS and their
boundaries. Of the five wetlands and 11 waterbodies identified, boring the length of the mapped
boundaries within the construction ROW of 13 features (including WET01), open trenching two, and
avoiding one will minimize impacts to the greatest extent practicable (less than 0.10 acres) and avoid
permitting requirements including a Pre -Construction Notification and/or Nationwide Permit.
Respectfully,
Matt Cummings
Certified Ecologist
Sr. Environmental Coordinator
cc:
Scott Park
SWCA
ENVIRONMENTAL CONSULTANTS,
Sound Science. Creative Solutions?
Biological Survey Report for the
Mustang Pipeline Project,
Weld County, Colorado
Prepared for
Noble Energy, Inc.
Prepared by
SWCA Environmental Consultants
June 2017
Biological Survey Report for the
Mustang Pipeline Project,
Weld County, Colorado
Prepared for:
Noble Energy, Inc.
1625 Broadway, Suite 2200
Denver, Colorado 80202
Prepared by:
SWTCA Environmental Consultants
295 Interlacken Boulevard, Suite 300
Broomfield, Colorado 80021
303.487.1183
www.swca.com
June 1, 2017
Biological Survey Report
Mustang Pipeline Project
Weld County, Colorado
TABLE OF CONTENTS
Page
1.0 INTRODUCTION 1
2.0 METHODS 3
2.1 Desktop Review/Site Characterization 3
2.2 On -Site Surveys
2.2.1 Potential Waters of the U.S... 3
2.2.2 Wildlife Habitat and Listed Species 3
3.0 RESULTS
3.1 Land Use and Habitat
3.2 Surface Waters and Wetlands
3.3 Big Game 5
3.4 Threatened and Endangered Species 5
3.4.1 Black -footed Ferret 9
3.4.2 Preble's Meadow Jumping Mouse 9
3.4.3 Black -tailed Prairie Dog
14.4 Swift Foy
3.4.5 Mexican Spotted Owl 9
3.4.6 Bald Eagle .... 10
3.4.7 Ferruginous Hawk 10
3A.8 Burrowing Owl 10
3.4.9 Mountain Plover..10
3.4.10 Platte River Species 11
3.4.11 the Ladies' -tresses and Colorado Butterfly Plant 11
3.5 Migratory Birds 11
4.0 SUMMARY AND RECOMMENDATIONS 12
5.0 REFERENCES CITED . . 13
LIST OF FIGURES
Figure Page
1 Proposed Mustang Pipeline overview
2 Wildlife recorded in the northern portion of the survey area 7
3 Wildlife recorded in the southern portion of the survey area .. 8
1 SWCA
Biological Survey Report
Mustang Pipeline Project
Weld County, Colorado
LIST OF TABLES
Table Page
1 Plant Species Identified in the Survey Area
2 Listed Species for Weld County and Their Potential to Occur 6
3 Raptor Nest Locations Recorded in May 201 ... 1
LIST OF APPENDICES
Appendix
A Photographs
11S \" C
Biological Survey Report
Mustang Pipeline Project
Weld County, Colorado
1.0 INTRODUCTION
SWCA Environmental Consultants (SWCA) conducted biological resources surveys and a
desktop analysis for the proposed 25 -mile -long Mustang Pipeline (project) near the city of
Keenesburg in Weld County, Colorado (Figure 1). SWCA conducted the surveys within a 200 -
foot -wide survey corridor generally centered on the centerline of the proposed project (survey
area). The purpose of the biological resources surveys and desktop analysis was to identify
protected natural resources that could be affected by ground -disturbing activities. This report
documents the general habitat, wildlife, water resources, and special -status species that occur,
or have potential to occur, in the survey area.
1 SWCA
Biological Survey Report
Mustang Pipeline Project
Weld County, Colorado
County Road 36
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1
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1:96,000
2 3
Base Map: World_Imagery, Esri Online Service
Source: Esri, DigitalGlobe, GeoEye, i-cubed. USDA_. USGS,
AEX, Getmapping , Aerogrid, IGN, IGP, swisstopo,
and the GIS User Community
Weld County, CO
NAD 1983 UTAA Zone 13N
6/1/2017
6
]Km
4
Miles
SWC
ENVIR0 NM EHTAL CONSULTANTS
295lnterlocken Blvd., Suite 300
Broomfield, CO 80021
Phone: 343.487.1183
www. swwea co rn
Figure 1. Proposed Mustang Pipeline overview.
2
SWCA
Biological Survey Report
Mustang Pipeline Project
Weld County, Colorado
2.0 METHODS
2.1 DESKTOP REVIEW/SITE CHARACTERIZATION
Prior to visiting the survey area, SWCA conducted a desktop review of environmental resources
in the general vicinity of the project. This included review of aerial imagery; U.S. Geological
Survey (USES) topographic quadrangle maps; USGS National Gap Analysis Program (GAP)
vegetation data. (USGS 2011); Natural Resources Conservation Service (NRCS) soil survey
maps (NRCS 2016); NRCS hydric soils lists (NRCS 2015); U.S. Fish and Wildlife Service
(USFWS) National Wetlands Inventory (NWI) maps (USFWS 201 7a)g National Hydrography
Dataset (NHD) (USGS 2017); USFWS lists of threatened and endangered species within the
county (USFWS 2017b, 2017c); Colorado Parks and Wildlife (CPW) state -listed species (CPW
2017a); and CPW species profiles (CPW 2017b).
2.2 ON -SITE SURVEYS
Biological resources surveys were conducted between May 10 and 22, 2017, to document
general habitat, aquatic resources including wetlands, vegetation communities, noxious weeds,
wildlife, and habitat for special -status species within the survey area. Raptor nesting habitat
within 0.5 mile of the survey area was surveyed for nests using binoculars.
2.2.1 Potential Waters of the U.S.
The presence/absence of wetlands was identified in the field using routine on -site delineation
methods outlined in the Corps of Engineers Wetlands Delineation Manual (U.S. ArmyCorps
of Engineers [USACE] 1987) and the Regional Supplement to the Corps of Engineers Wetland
Delineation Manual: Great Plains Region (version 2.0) (USACE 2010). The presence/absence
of lotic systems (e.g., creeks, rivers, arroyos, human -made ditches; collectively "streams") was
identified in the field using the ordinary high water mark (OHWM) identification methods
described in the USACE Regulatory Guidance Letter No. 05-05 (USAGE 2005).
2.2.2 Wildlife Habitat and Listed Species
Biologists recorded general wildlife, vegetation communities, and habitat suitable for special -
status species within the survey area. The special -status species evaluated in this report consist
of 1) all federally protected (i.e., endangered and t i eatened) species; 2) additional species listed
by the USFWS as candidate and proposed species, and species under review; 3) state protected
species; and 4) migratory birds and raptor nests.
The potential for local species occurrence was based on 1) existing information on distribution;
and 2) qualitative comparisons of the habitat requirements of each species with vegetation
communities, landscape features, and/or water quality conditions in the survey area. The
potential for occurrence was summarized according to the categories listed below.
• Known to occur the species was documentedeither during or prior to the field surveys
by a reliable observer.
3 SWCA
Biological Survey Report
Mustang Pipeline Project
Weld County, Colorado
• May occur within the species' currently known range, and vegetation communities,
soils, water quality conditions, etc., resemble those known to be used by the species.
• Unlikely to occur —within the species' currently known range, but vegetation
communities, soils, water quality conditions, etc., do not resemble those known to be
used by the species.
• None the project is clearly outside the species' currently known range and vegetation
communities, soils, water quality conditions, etc., do not resemble those known to be
used by the species.
Possible impacts to these species were evaluated based on reasonably foreseeable project -
related activities and the temporary loss of habitat.
3.0 RESULTS
3.1 LAND USE AND HABITAT
As observed in the USGS GAP data, the primary ecosystems in the survey area are cultivated
cropland, western Great Plains Sandhill Steppe, and Western Great Plains Shortgrass Prairie.
The primary land uses in the survey area are agriculture, livestock/grazing, residential, and oil
and gas development.
The survey area is located in a rural area within an upland landscape mostly used for cropland,
livestock grazing, and oil and gas development. Dominant upland species include western
wheatgrass (Pascopyrurn smithii), smooth brome (Bromus inermis), sand dropseed (Sporobolus
cryptandrus) and fringe sage (Artemisia frigida). Several areas are dominated by weedy species
including cheatgrass (Bromus tectorum) and burningbush (Bassia scoparia). Wetland areas are
dominated by broadleaf cattail (Typha latifolia ). Representative photographs of the survey area
are provided in Appendix A. Table 1 lists the common plant species that were identified during
field investigations throughout the survey area.
Table 1. Plant Species Identified in the Survey Area
Common Name
Scientific
Name
Fringe sage
Artemisia frigida
Burnin2bush
Bassia scoparia
Blue
grama
Bouteloua
gracilis
Smooth
brome
Bromus inermis
Cheatgrass*
Bromus tectorum
Emory's
sedge
Carex emoryi
Canada
thistle*
Cirsium arvense
Field
bindweed*
Convolvulus arvensis
western tansymustard
Descurainia pinnata
Herb
sophia
Descurainia sophia
Saltgrass
Distichlis spicata
Needle
and
thread
Hesperostipa
comata
Prickly lettuce
Lactuca serriola
SWCA
Biological Survey Report
Mustang Pipeline Project
Weld County, Colorado
Common Name
Scientific Name
Western IA
hcatgrass
Pascopyrum
smithii
Tall tumblemustard
emustard
Sisymbrium a ltissimum
Sand
dropseed
Sporobolus cryptandrus
Thinopyrum
ponticum
Tall
wheatgrass
Common wheat
Triticuin aesti\`um
Yellow salsify
Ira gopogon
dubius
Broadleaf
cattail
Typha
la
ti
fol
is
Corn
Zea mays
* Colorado noxious weed
Noxious weeds are non-native invasive plants that displace desirable vegetation and degrade
natural and agricultural lands. Noxious weeds observed in the survey area include Canada
thistle (Cirsium arvense), cheatgrass, and field bindweed (Convolvulus arvensis). Canada
thistle is on Colorado Noxious Weed List B and was found in drainages and wetland areas.
Cheatgrass and field bindweed, List C species, were found throughout the survey area. List B
species are managed by the state noxious weed advisory committee and local governments to
stop the continued spread of these species. List C species are widespread and common
throughout the state (Colorado Weed Management Association 2017).
3.2 SURFACE WATERS AND WETLANDS
According to baseline data, 17 wetlands were identified by the NWI (USFWS 2017a) and 22
drainages were identified by the NHD (USGS 2017) within the survey area. During the field
investigation, five features were identified as containing wetland vegetation, soils, and
hydrology. Many of the NHD features are swales dominated by upland vegetation with no
indicators of flow or an OHWM. Eleven streams and other waterbodies (e.g., ponds, agricultural
ditches, concrete ditches) contain an OHWM, including Box Elder Creek, and were delineated
during surveys. The full results of the wetland delineation are detailed in the aquatic resources
report prepared for this project (SWCA 2017).
3.3 BIG GAME
The survey area is within the overall ranges of pronghorn (Antilocapra americana), mule deer
(Odocoileus hemionus), and white-tailed deer (Odocoileus virginianus). In addition, mule deer
winter range, severe winter range, and concentration areas overlap the survey area (CPW 2016).
Box Elder Creek is a migration corridor for mule deer. White-tailed deer winter concentration
areas also overlap the survey area.
3.4 THREATENED AND ENDANGERED SPECIES
SWCA reviewed and analyzed the likeliness for species protected by the State of Colorado and
under the Endangered Species Act of 1973, as amended, to occur in the survey area. The
Endangered Species Act -listed species (USFWS 2017b, 2017c) and Colorado state -listed
species for Weld County that were reviewed to determine if they could occur in the survey area
are listed in Table 2 and summarized in the following sections. Locations of wildlife recorded
in the field are illustrated in Figures 2 and 3.
5 SWCA
Biological Survey Report
Mustang Pipeline Project
Weld County, Colorado
Table 2. Listed Species for WeldCounty and Their Potential to Occur
Common
Name
(Scientific
Name)
Status''
Potential
to Occur in Survey Area
Mammals
Black
(Mustela
-footed ferret
nigripes)
FE,
SE
None,
Colorado.
Species is extirpated
in eastern
(Zapus
Preble's
meadow
hudsonius
jumping
preblci)
mouse
FT,
ST
Unlikely
range,
suitable
to
but
riparian
occur. With.,
outside of occupied
habitat.
the
species'
range. No
overall
Black
(Cynomys
-tailed
ludovicianus)
prairie dog
SC
Known.
Observed
within
survey area.
Swift
(Vulpes
fox
velox)
SC
Unlikely. Suitable
outside of overall
grassland habitat
range.
but
Birds
Mexican
(Strix
spotted owl
occidentalis lucida)
FL
ST
None.
Lack of suitable
forested
habitat.
whooping crane
(Grus americana)
FE,
SE
None.
species
depletions
Lack of suitable
expected range.
in the South
habitat.
Platte
No
Outside
proposed
River.
of
water
Piping
(Charadrius
plover
melodus)
FT,
ST
None,
migrant
depletions
Lack
in northern
of
suitable
in
the
Colorado.
habitat.
South
Platte
Very rare
No proposed
River.
water
Least
(Sterna
tern
antilla
rum)
FE, SE
None.
visitor
water
depletions
Lack
to
of
northern
suitable
in
Colorado.
the
habitat.
South
No
Platte
Very
rare
proposed
River.
Bald
(Haliaeetus
eagle
leucocephalus)
SC
May occur. Winter
within survey area.
range and
historic nest
Ferruginous
(Buteo
hawk
SC
May occur.
prairie dog
Suitable
town
present.
grassland
habitat and
regalis)
Burrowing
(Athene
owl
May occur.
prairie dog
Suitable
town present.
grassland
habitat
and
ST
cunicularia)
(Charadrius
Mountain
plover
montanus)
SC
May occur.
prairie dog
Suitable
town
grassland
present.
habitat
and
Fish
Pallid
(Scaphirhynchus
sturgeon
a lbws)
FE
None.
water
depletions
Lack
of suitable
in
the
habitat.
South
Platte
No
proposed
River.
Plants
Flowering
Western
(Platanthera
prairie
fringed
praeclara)
orchid
FT
None,
water
depletions
Lack
of suitable
in
habitat.
the South
No
Platte
proposed
River.
Utc
(Spiranthes
ladies'
-tresses
diluvialis)
May occur. Suitable
wetland
habitat,
FT
Colorado
(Guara
coloradensis)
butterfly plant
neomexicana spp.
FT
May occur. Suitable
wetland
habitat.
FE = Federally Endangered; FT = Federally Threatened SC - State Special Concern; SE = State Endangered:
ST = State Threatened
6
S\ 'CA
Biological Survey Report
Mustang Pipeline Project
Weld County, Colorado
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7
SWCA
Biological Survey Report
Mustang Pipeline Project
Weld County, Colorado
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S
SWCA
Biological Survey Report
Mustang Pipeline Project
Weld County, Colorado
3.4.1 Black -footed Ferret
Black -footed ferret (Mustela nigripes) depends exclusively on prairie dog (Cynomys sp.)
burrows for shelter and prairie dogs make up more than 90% of the ferret's diet. The USFWS
has block -cleared all prairie dog habitat in eastern Colorado after determining that these areas
no longer contain any wild black -footed ferrets (USFWS 2009). Therefore, this species is not
expected to occur in the survey area.
3.4.2 Preble's Meadow Jumping Mouse
The Preble's meadow jumping mouse (Zapus hudsonius preblei) is generally found within the
North Platte, South Platte, and Arkansas River drainages of Colorado and Wyoming (USFWS
2008). This species inhabits heavily vegetated, shrub -dominated riparian habitats and
immediately adjacent undisturbed grassland communities up to 100 meters beyond the 100 -
year floodplain, Critical habitat has been designated, although these areas are generally along
the foothills of the Colorado Front Range and none include Weld County (USFWS 2013). The
project is located within the mapped overall range boundary for Preble's meadow jumping
mouse, but outside of occupied range (CPW 2016). The survey area lacks heavily vegetated,
shrub -dominated riparian habitats; therefore, this species is unlikely to occur.
3.4.3 Black -tailed Prairie Dog
In Colorado, black -tailed prairie dogs ( • omys ludovicianus) occur east of the foothills in
short- or mixed -grass prairie. These burrowing ground squirrels live in "towns" or "colonies"
made up of territorial family groups. Prairie dog towns can provide habitat for other sensitive
species, including black -footed ferret, mountain plover (Charadrius montanus), and burrowing
owl (Athene cunicularia). The population has declined throughout its range partially due to
agriculture and urban development which have fragmented their habitat. A large active prairie
dog town was observed within the extreme northern portion of the survey area, north of County
Road 34 (see Figure 2).
3.4.4 Swift Fox
The swift fox (Vulpes velox) is native to the shortgrass and mid -grass prairie ecosystems of the
Great Plains and is often associated with prairie dog colonies. The range of swift fox is primarily
east of the survey area; however, suitable grassland habitat and prairie dog towns provide
potentially suitable habitat for this species. No dens were observed within the survey area.
Project activities would not preclude use of the surrounding area by the swift fox.
3.4.5 Mexican Spotted Owl
Mexican spotted owl (Stria occidentalis lucida) occurs in varied habitat consisting of mature
montane forest and woodland, shady wooded canyons, and steep canyons. They typically nest
in older forests of mixed conifer or ponderosa pine (Pines ponderosa). There is no forested
habitat for Mexican spotted owl in the survey area or vicinity and this species is not expected
to occur.
9 SWCA
Biological Survey Report
Mustang Pipeline Project
Weld County, Colorado
3.4.6 Bald Eagle
Bald eagles (Haliaeetus leucocephalus) feed on fish and carrion and typically roost in large
trees near a water source. In Colorado they are often found near reservoirs, especially in areas
of abundant fish. In winter, they may also occur in semi -deserts and grasslands, especially near
prairie dog towns. CPW recommends no surface occupancy within 0.25 mile of nests and
roosts. If active, nests should be avoided by 0.5 mile from November 15 to July 31 and roosts
by 0.5 mile from November 15 through March 15.
The southern end of the pipeline, south of 1-76, is within bald eagle winter range (CPW 2016).
The closest active nest is approximately 3 miles south; however, a historic (destroyed) nest was
located just south of Keenesburg adjacent to the survey area. Bald eagles may fly over and
forage within the survey area but are unlikely to nest or roost there.
3.4.7 Ferruginous Hawk
Ferruginous hawks (Buteo regalis) inhabit open grasslands and shrub steppe communities,
nesting in isolated trees, on elevated rock outcrops, or on the ground. Wintering and migrating
hawks prefer grasslands where ground squirrels and prairie dogs are present. Black -tailed
prairie dog is an important prey species for the hawk in Colorado, and ferruginous hawk
occurrence is positively correlated with proximity to prairie dog colonies. No hawks were
observed during the survey, however there is a prairie dog town that may attract hawks to the
survey area. Ferruginous hawks may migrate through or forage in the survey area, but are
unlikely to nest there.
3.4.8 Burrowing Owl
In Colorado, burrowing owls are a migratory species and are typically found in prairie dog
towns from March through October. Burrowing o :\, is are known to breed in Weld County (Klute
et al. 2003) and nest in active and inactive prairie dog burrows. A large active prairie dog town
in the survey area provides suitable habitat for nesting burrowing owls. Appropriate avoidance
measures should be taken to protect active burrowing owl nests including establishing buffers
around nest locations or delaying construction activities until after nesting season (after
November 1 or until it can be confirmed that the owls have left the prairie dog town). The
recommended avoidance buffer for burrowing owl nests is 150 feet. Additional surveys would
be required to determine the location of nests. Surveys should follow CPW's Recommended
Survey Protocol and Actions to Protect Nesting Burrowing Owls (CPW 2008a).
3.4.9 Mountain Plover
Mountain plovers nest in flat, open areas with low, sparse vegetation including shortgrass
prairies and agricultural fields. in shortgrass prairies, they tend to use prairie dog towns or fields
grazed by livestock. Mountain plovers are known to occur in Weld County. The prairie dog
town within the survey area would provide suitable nesting habitat for the plover. The survey
was conducted during nesting season (April 10 July 10) and no plovers were observed.
10 SWCA
Biological Survey Report
Mustang Pipeline Project
Weld County, Colorado
3.4.10 Platte River Species
Pallid sturgeon (Scaphirhynchus albus), western prairie fringed orchid (Platanthera praeclara),
whooping crane (Grus americana), least tern (Sterna antillaruin), and piping plover
(Charadrius melodus) are listed for Weld County since water depletions may affect the species
and/or critical habitat in downstream, out-of-state reaches of the South Platte River. These
species are not expected to occur in the survey area based on the lack of suitable habitat and the
known range of the species. No water depletions are proposed with this project.
3.4.11 Ute Ladies' -tresses and Colorado Butterfly Plant
the ladies' -tresses (Spiranthes diluvialis) and Colorado butterfly plant (Laura neomexicana
ssp. coloradensis) depend primarily on wetland and/or subirrigated fields adjacent to perennial
waters that remain moist through most of the growing season (Fertig 2000; Fertig et al. 2005).
In Weld County, suitable habitat for these species may occur along the South Platte, Big
Thompson, and Cache la Poudre Rivers. Based on the field survey, suitable habitatis present
and these plants may occur within WETO 1, the large emergent wetland associated with Box
Elder Creek.
3.5 MIGRATORY BIRDS
The USEWS protects most avian species under the Migratory Bird Treaty Act. The Act makes
it illegal for anyone to take, possess, import, export, transport, sell, purchase, barter, or offer for
sale, any migratory bird, or the parts, nests, or eggs of such a bird except under the terms of a
valid permit issued by the USFWS. Bird species that are associated with agriculture and open
lands include horned lark (Eremophila alpestris), McCown's longspur (Rhynchophanes
inccownii), lark bunting (Calamospiza melanocorys), and vesper span -ow (Pooecetes
gramineus). Raptor species known to nest in or near Weld County include golden eagle (Aquila
chrysaetos), northern harrier (Circus cyaneus), Cooper's hawk (Accipiter cooperi), Swainson's
hawk (Buteo swainsoni), red-tailed hawk (B. jamaicensis), American kestrel (Falco
sparverius), great horned owl (Bubo virginianus), ferruginous hawk, and burrowing owl
(Kingery 1998).
Five raptor nests were recorded within 0.5 mile of the survey area during the surveys (see
Figures 2 and 3). An active Swainson's hawk nest is located 170 feet outside of the survey area
along Box Elder Creek. An active red-tailed hawk nest is located along the Denver -Hudson
Canal approximately 300 feet outside of the survey area. Another active red-tailed hawk nest is
1,400 feet north of the survey area near the southern end of the right-of-way. A red-tailed hawk
was seen near a nest along County Road 14, and may be nesting at this location. Nest locations
are summarized in Table 3.
11 SWCA
Biological Survey Report
Mustang Pipeline Project
Weld County, Colorado
Table 3. Raptor Nest Locations Recorded in May 2017
Pest
Number'
Species
Latitude
Longitude
Substrate
Status
Nest
01
Swainson's
hawk
40.20
324
-104.5815
Tree
Active
Nest
02
Unknown
40.20379
-104.5804
Inactive
Tree
Nest
03
Red-tailed
hawk
40.09485
-104.5367
Tree
Active
Nest
04
Red-tailed
hawk
40.0945 7
-104.5184
Tree
Active
Nest
05
Red-tailed
hawk
40.08754
-104.5168
Potentially
active
Tree
To protect these nests, or if additional nests are found, the project should adhere to the following
nest buffer zones and seasonal restrictions recommended by CPW (2008b).
• Bald eagle: 0.50 -mile buffer from November 15 through July 31
• Golden eagle: 0.50 -mile buffer December 15 through July 15
• Ferruginous hawk: 0.50 -mile buffer February 1 through July 15
• Red-tailed hawk: 0.33 -mile buffer February 15 through July 15
• Swainson's hawk: 0.25 -mile buffer April 1 through July 15
• Prairie falcon: 0.50 -mile buffer March 15 through July 15
• Burrowing owl: 150 -foot buffer March 15 through October 31
4.0 SUMMARY AND RECOMMENDATIONS
In May 2017, SWCA conducted a desktop review and on -site surveys to determine if protected
natural resources occur within the Mustang Pipeline right-of-way. Wetlands and other potential
waters of the U.S. are present within the survey area as detailed in the aquatic resources report
(SWCA 2017). Wetland and riparian habitat may support Ute ladies' -tresses and Colorado
butterfly plant. Bald eagle and ferruginous hawk have the potential to occasionally occur within
the survey area. Burrowing owl and mountain plover potentially nest in the survey area due to
the presence of grassland habitat and the black -tailed prairie dog town. If construction would
occur before November 1, additional surveys are recommended in the prairie dog town to
determine the presence of nesting burrowing owls. Other species listed under the Endangered
Species Act and by the State of Colorado for Weld County are unlikely to occur due to lack of
suitable habitat.
Three active and one potentially active raptor nests were observed within 0.5 mile of the survey
area. It is recommended that Noble Energy, Inc., implement CPW's recommended nest buffer
zones and seasonal restrictions or contact SWCA to identify other ways to avoid a take and
ensure compliance with the Migratory Bird Treaty Act.
12 SWCA
Biological Survey Report
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Weld County, Colorado
5.0 REFERENCES CITED
Colorado Parks and Wildlife (CPW). 2008a. Recommended Survey Protocol and Actions to
Protect Nesting Burrowing Owls. Colorado Parks and Wildlife, Denver. Available at:
http://cpw.state.co.us/Documents/Wildli eSpecies/Living ith ildlife/Recommended
SurveyOwls.pdf. Accessed April 2017.
. 2008b. Recommended Buffer Zones and Seasonal Restrictions for Colorado Raptors.
Available at: http://cpw.state.co.usiDocuments/WildlifeSpecies/
Living WithWildlife/RaptorBufterGuidelines200 8.pdf. Accessed April 2017.
. 2016. Species Activity Mapping (SAM). Available at: http://arcg.is/UtvBIE.
Accessed May 2017.
. 2017a. Threatened and Endangered List. Available at:.
http://cpw.state.co.us/learn/Pages/ OC-ThreatenedEndangeredList.aspx. Accessed
April 2017.
. 2017b. Species Profiles. Available at:
http://cpw.state.co.us/Ieam/Pages/SpeciesProfiles.aspx. Accessed April 2017.
Colorado Weed Management Association. 2017. Noxious Weed Information. Available at:
http://www.cwma.org/noxweeds.html. Accessed May 2017.
Fertig, W. 2000. Status Review of the Colorado Butterfly Plant (Laura neomexicana ssp.
coloradensis). Report prepared for the Wyoming Cooperative Fish and Wildlife
Research Unit, U.S. Fish and Wildlife Service, and Wyoming Game and Fish
Department. Laramie: Wyoming Natural Diversity Database.
Fertig, W., R. Black, and P. Wolken. 2005. Rangewide ide Status Review of t la es' -tresses
(Spiranthes diluvialis). Prepared for U.S. Fish and Wildlife Service and Central Utah
Water Conservancy District.
Kingery, H.E. (ed.), 1998. Colorado Breeding Bird Atlas. Denver: Colorado Bird Atlas
Partnership and Colorado Division of Wildlife.
Klute, D.S., L.W. Ayers, M.T. Green, W.H. Howe, S.L. Jones, J.A. Shaffer, S.R. Sheffiedl,
and T.S. Zimmerman. 2003. Status Assessment and Conservation Plan for the Western
Burrowing Owl in the United States. U.S. Department of Interior, Fish and Wildlife
Service, Biological Technical Publication FWS/BTP-R6001-2003, Washington, D.C.
Natural Resources Conservation Service (NRCS). 2015. Natural Resources Conservation
Service, National Lists of Hydric Soils (December 2015). Available at:
http://www.nres.usda.gov/wps/portal/nres/main/soils/use/hydric/. Accessed March 9,
2016.
13 SWCA
Biological Survey Report
Mustang Pipeline Project
Weld County, Colorado
. 2016. Natural Resources Conservation Service, Soil Survey of Weld County
Southern Part, Colorado. Available at:
http://websoilsurvey.sc.egov.usda.gov/App/WebSoilSurvey.aspx. Accessed March 9,
2016.
SWCA Environmental Consultants (SWCA). 2017. Aquatic Resources Inventory Report for
the Mustang Pipeline Project, Weld County, Colorado. Prepared for Noble Energy,
Inc. June 2017.
U.S. Army Corps of Engineers (USACE). 1987. Corps of Engineers Wetland Delineation
Manual. Technical Report Y-87-1. Vicksburg, Mississippi: U.S. Army Engineers
Waterways Experiment Station.
. 2005. Regulatory Guidance Letter No. 05-05, Ordinary High Water Mark
Identification. Available at:
http://www.usacesarmy.miliMissionsiCivilWorks/RegulatoryProgramandPermits/
GuidanceLetters.aspx. Accessed March 2016.
. 2010. Regional Supplement to the Corps of Engineers Wetland Delineation Manual:
Great Plains Region (Version 2.0), edited by J.S. Wakeley, R.W. Lichvar, and. C.V.
Noble. ERDC/EL TR-08-12. Vicksburg, Mississippi: U.S. Army Engineer Research
and Development Center.
U.S. Fish and Wildlife Service (USFWS). 2008. Preble's Meadow Jumping Mouse (Zapus
hudsonius preblei) 5 -year Review, Short Form Summary. Region 6.
. 2009. U.S. Fish and Wildlife Service and Colorado Department of Wildlife block
clear eastern Colorado's black -tailed prairie dog habitat. Available at:
http://www.fws.gov/mountain-prairie/pressrel/09-60.htm. Accessed May 2017.
. 2013. Endangered Species: Preble's meadow jumping mouse critical habitat.
Available at: http://www.fws.govimountain-prairieispeciesimammalsi
preble/CRITICAL HABITAT/RITICALHABITATindex.htm. Accessed May 2017.
. 2017a. National Wetlands Inventory Data. Available at:
http://www.fws.gov/wetlands/data/Data-Download.html. Accessed April 2017.
. 2017b. USFWS Endangered Species Program. Environmental Conservation Online
System, Species by County Report. Available at: http://www.fws.gov/endangered.
Accessed May 2017.
. 2017c. IPaC - Information, Planning, and. Conservation System. Available at:
http://ecos.fws.gov/ipac/. Accessed May 2017.
U.S. Geological Survey (USGS). 2011. National Gap Analysis Program, National Land
Cover, Version 2. Available at: http:l/gapanalysis.usgs.gov/gaplandcover/viewer/.
Accessed March 2016.
14 SWCA
Biological Survey Report
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. 2017. Hydrography — Get NHD Data. Available at: http://nhd.usgs.gov/data.html.
Accessed April 2017.
15 SWCA
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16 SWCA
Biological Survey Report
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APPENDIX
Photographs
S W C
Biological Survey Report
Mustang Pipeline Project
Weld County, Colorado
Photograph 1. Active Swainson's hawk Nest 01, facing northeast.
Photograph 2. Active red-tailed hawk Nest 03, facing south.
A-1
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Biological Survey Report
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Weld County, Colorado
Photograph 3. .Active red-tailed hawk Nest 04, facing south.
Photograph 4. Potentially active red-tailed hawk Nest 05, facing south.
Biological Survey Report
Mustang Pipeline Project
Weld County, Colorado
Photograph 5. Prairie dog town, facing east.
Photograph 6. Grassland habitat dominated by cheatgrass, facing north.
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Photograph 7. Wheat field within survey area, facing north.
Photograph 8. Habitat dominated by smooth brome and burningbush, facing north.
A-4 SWCA
Biological Survey Report
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Photograph 9. Mixed -grass prairie, facing south.
Photograph 10. Mixed -grass prairie, facing north.
SWCA
Biological Survey Report
Mustang Pipeline Project
Weld County, Colorado
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SWCA
ENVIRONMENTAL CONS LTANTS
Sound Science. Creative Solutions
Aquatic Resources Inventory Report
for the Mustang Pipeline Project,
Weld County, Colorado
Prepared for
Noble Energy, Inc.
Prepared by
SWCA Environmental Consultants
June 2017
Aquatic Resources Inventory Report for the
Mustang Pipeline Project,
Weld County, Colorado
Prepared for
Noble Energy, Inc.
1625 Broadway, Suite 2200
Denver, Colorado 80202
Prepared by
SWCA Environmental Consultants
295 Interlocken Boulevard, Suite 300
Broomfield, Colorado 80021
303.487.1183
June 1, 2017
Aquatic Resources Inventory Report
Mustang Pipeline Project
Weld County, Colorado
TABLE OF CONTENTS
1.0 INTRODUCTION 1
2.0 METHODS 1
2.1 Existing Data Review 1
2.2 Field Methodology 1
2.2.1 Wetlands 2
2.2.2 Streams and Other Waterbodies 3
2.3 Site Documentation 3
3.0 RESULTS
3.1 Wetlands
3.1.1 Vegetation 6
3.1.2 Soils
3. 1.3 Hydrology
3.2 Streams and Other Waterbodies
4.0 SUMMARY AND RECOMMENDATIONS
5.0 REFERENCE 9
LIST OF TABLES
Table Page
1 Monthly Recorded Precipitation at the Greeley Weather Station 4
2 Wetland Features S
3 Dominant Plant Species in the Survey Area 6
4 Stream and Waterbody Features With an OHWM 7
5 Potential Impacts and Recommendations 8
LIST OF APPENDICES
Appendix
A Aquatic Resources Inventory Maps
B Wetland Photographs
C Waterbody Photographs
D Wetland Data Forms
SWCA
Aquatic Resources Inventory Report
Mustang Pipeline Project
Weld County, Colorado
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P 1
11 S\\:CA
Aquatic Resources Inventory Report
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Weld County, Colorado
1.0 INTRODUCTION
SWCA Environmental Consultants (SWCA) has completed a delineation of potential waters of
theU.S., commonly referred to as a "wetland delineation," for the proposed 25 -mile -long
Mustang Pipeline (project) near the city of Keenesburg in Weld County, Colorado (see Map 1
in Appendix A). To comply with the Clean Water Act (CWA) of 1972, SWCA conducted the
wetland delineation within a 200 -foot -wide survey corridor generally centered on the centerline
of the proposed project (survey area). The pipeline right-of-way will include an 80 -foot -wide
permanent right-of-way and an additional 25 feet on either side as temporary workspace.
The wetland delineation includes the identification and recording of physical features that may
be considered waters of the U.S. As defined by the U.S. Army Corps of Engineers (USACE),
waters of the U.S. include most "rivers, creeks, streams, arroyos, lakes, and their associated
special aquatic sites. Special aquatic sites include sanctuaries, refuges, wetlands, mud flats,
vegetated shallows, coral reefs, and riffle and pool complexes". When applying for a CWA
permit, the USACE requires special aquatic sites, including wetlands, to be addressed
separately from other waters of the U.S.
Wetlands are the most common special aquatic site and are defined by the USACE as "areas
that are inundated or saturated by surface or groundwater at a frequency and duration sufficient
to support, and under normal circumstances do support, a prevalence of vegetation typically
adapted for life in saturated soil conditions" (USACE 1987). According to the USACE (1987),
in order for an area to be considered a wetland, it must contain the following three parameters
under normal circumstances: 1) the presence of hydrology showing regular inundation; 2) a
predominance of hydrophytic (water -loving) vegetation; and 3) soils characteristic of frequent
saturation (i.e., hydric soils).
2.0 METHODS
Prior to field investigations, SWCA biologists reviewed existing data to determine where waters
of the U.S. might occur. These data were used to determine locations in the field for a more
detailed survey and data collection, although the entire survey area was evaluated during both
the existing data review and field survey.
2.1 EXISTING DATA REVIEW
A review of existing data was performed in the office prior to any field investigations to identify
areas with the greatest potential of aquatic resources. The existing data reviewed included U.S.
Geological Survey (USGS) quadrangles, National Wetlands Inventory (NW!) maps, the
National Hydrography Dataset (NHD), Natural Resources Conservation Service (NRCS) soil
surveys, and historic and current aerial photographs of the survey area.
2.2 FIELD METHODOLOGY
The presence/absence of aquatic resources including wetlands, streams, and other waterbodies
was determined by visual observation during a field investigation of the survey area. The survey
1 SWCA
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Weld County, Colorado
area includes a 200 -foot -wide survey corridor, centered on the proposed pipeline centerline as
illustrated on the maps in Appendix A.
2.2.1 Wetlands
The presenceabsence of wetlands is determined in the field using routine on -site delineation
methods outlined in the Corps of Engineers Wetlands Delineation Manual (USAGE 1987) and
the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Great Plains
Region (Version 2.0) (USACE 2010). Data at each potential wetland are recorded on a USACE
sample site form (datasheet). Determination of wetland habitat (type) is based on the
classification system developed by Cowardin et al. (1979). Wetland boundaries are delineated
where all three fundamental characteristics of hydrophytic vegetation, hydric soils, and
hydrology were present.
2.2.1.1 Vegetation
If a shift in vegetation suggests the potential for hydrophytic plants, species are documented
along with percent cover and the wetland indicator status, as recorded in The National Wetland.
Plant List: 2013 Wetland Ratings (Lichvar 2013), is assigned to each species. Hydrophytic and
non-hydrophytic (or upland) plant species are differentiated by their respective indicator status,
such as facultative (FAC), facultative wetland (FACW), obligate (OBL), facultative upland
(FACU), and upland (UPL). A plant community with greater than 50% dominant hydrophytes
(FAC or wetter) is determined to meet the USACE criteria of a hydrophytic community.
2.2.1.2 Soils
Hydric soil determinations are made according to criteria listed in the appropriate wetland
delineation manual/supplement and Field Indicators of Hydric Soils in the United States: A
Guide for Identifying and Delineating Hydric Soils, Version 7.0 (U.S. Department of
Agriculture 2010). Soil pits are excavated to a depth of at least 20 inches, and the soil profile is
then described by horizon. Each horizon is evaluated for soil color; thickness; the color,
abundance, and contrast of redoximorphic features (e.g., mottles); and soil texture. Munsell Soil
Color Charts are used to determine the color of the soil matrix and redoximorphic features. The
"feel" or "ribbon" test is used to determine soil texture. The soil profile is studied for hydric
soil indicators listed in the appropriate wetland delineation manual/supplement. If the soil
profile displays one or more hydric soil indicators, a positive hydric soil determination is made,
2.2.1.3 Hydrology
Wetland hydrology is determined in the field by considering the frequency and duration of
inundation; visual observation of saturation in the upper 12 inches of the soil profile: and the
presence of other primary wetland hydrology indicators, such as oxidized rootchannels, water -
stained leaves, water marks, sediment deposits, or algal matting. Secondary indicators used to
determine wetland hydrology include surface soil cracks, crayfish burrows, drift deposits,
drainage patterns, and aerial saturation. If the area displays one or more primary hydrology
indicators or two or more secondary hydrology indicators, a positive hydrology determination
is made.
SWCA
Aquatic Resources Inventory Report
Mustang Pipeline Project
Weld County, Colorado
2.2.2 Streams and Other Waterbodies
The presence/absence of lotic: systems (e.g., creeks, rivers, arroyos, human -made ditches;
collectively "streams") is determined in the field using the methods outlined in A Field Guide
to the Identification of the Ordinary High Water Mark (OHWM) in the Arid West Region of the
Western United States (USAGE 2008).. An ordinary high water mark (OHWM) is a line on a
shore established by fluctuations of water and indicated by physical characteristics such as a
clear, natural line impressed on the bank, shelving, changes in the character of soil, destruction
of terrestrial vegetation, the presence of litter and debris, or other appropriate means that
consider the characteristics of the surrounding areas. The OHWM is a defining element for
identifying the lateral limits of non -wetland waters. Federal jurisdiction over a non -wetland
water of the U.S. typically extends to the 0HWM.
Identified streams are characterized by seasonal persistence as perennial, intermittent, or
ephemeral based on field observations. Perennial streams typically flow year-round because the
water table is located above the stream bed, which causes groundwater to be the primary source
of water. By contrast, intermittent streams only flow seasonally when rising groundwater
discharges into the stream channel. Finally, ephemeral streams only flow during and shortly
after precipitation events in a year with typical rainfall. Ephemeral stream beds are geologically
higher than the water table throughout the year and, therefore, rainfall is the primary source of
water for stream flow.
The presence/absence of lentic systems (e.g., ponds, lakes, oxbows) and other open water areas
(e.g., outflows, deltas) is determined by identifying the presence of OHWMs.
2.3 SITE DOCUMENTATION
A Trimble global positioning system (GPS) unit with submeter accuracy is used to record the
spatial extent of features, geographically reference data points, and demarcate wetland and
waterbody boundaries during the field survey. Geographic information system (GI) software
is used to analyze recorded features, calculate areas, and generate the survey area maps. The
expected acreage of potential waters of the U.S. is obtained by calculating the area where such
waters overlap the proposed project footprint.
Additionally, photographs are taken at each wetland, stream, or waterbody feature delineated
in the field. Photographs of wetlands and waterbodies are labeled with the feature identification
number, photograph number, and cardinal direction of the photograph.
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3.0 RESULTS
According to baseline data, 17 wetlands were identified by the NWI (U.S. Fish and Wildlife
Service 2013) and 22 drainages were identified by the NHD (USGS 2014) within the survey
area. Field surveys occurred between May 10 and 22, 2017. Data were collected in the field at
the NWI and NHD features, and any other waterbodies identified during the surveys, to
determine if they are potential waters of the U.S. Wetland and w aterbody photographs are
provided in Appendices B and C, respectively.
Normal climatic/hydrologic conditions existed at the time of the surveys. Table 1 summarizes
the recorded and normal rainfall amounts for January through April. According to data obtained
from the National Oceanic and Atmospheric Administration Greeley Weather Station, the
survey area experienced rainfall slightly below average in the 4 months prior to the on -site
delineations; however April was slightly above average. Precipitation through May 22
exceeded the monthly average recorded rainfall.
Table 1. Monthly Recorded Precipitation at the Greeley Weather Station
MonthRecorded
(inches)
Rainfall
Normal
(inches)
Rainfall
Difference
(inches)
April
2017
1.97
1.81
0.16
March
2017
0.57
1.12
-0.55
February 2017
0.30
0.40
-0.10
January
2017
0.53
0.48
0.05
3.37
3.81
-0.44
Tall
Source: National Oceanic and Atmospheric Administration (2017)
3.1 WETLANDS
During the field investigation, five features were identified as containing wetland vegetation,
soils, and hydrology. The wetlands identified during field surveys are summarized in Table 2
and illustrated on the maps in Appendix A. The remaining data points were determined to be
within uplands (see data forms in Appendix D).
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Table 2. Wetland Features
Name
DataMapped
Points
by NI?
Latitude
LongitudeCorridor
Survey
(acres)
Characteristics
DP0
DP02
1,
Yes - Riverine
4
0.2 02 94
-104.5813
2.31
Large emergent wetland along Box Elder
by common threesquare and common spikerush
Creek
dominated
WET0 1
WETO2
D►P03,
DP04
No
40.10254
-104.5457
0.54
Emergent
wetland dominated
by cattail
adjacent
to
train
line
DP05,
DP06
Yes -
Riverine
40.10091
-104.5426
0.07
Emergent wetland
dominated by Emory's sedge
and
cattail
WET03
on
banks of Denver -Hudson
Canal
WET04
D►P07,
DP0
8
Yes -
Riverine
40.09152
-104.5317
0.06
Emergent wetland
dominated
by Emory's sedge
and
cattail
on
banks
of Denver -Hudson Canal
DP09,
DP
10
Yes - Freshwater
Emergent
40.09139
-104.5243
0.40
Emergent wetland in swale dominated
by cattail and
WET05
common threesquare
NUT = National Wetlands Inventory
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3.1.1 Vegetation
The survey area is primarily located in an upland landscape dominated by shortgrass and mixed -
grass prairie species with a few stream crossings, irrigation ditches, and associated wetlands.
The vegetative communities within wetlands are dominated by hydrophytic species including
common threesquare (Schoenoplectus pungens), En o y's sedge (Carex emoryi), and broadleaf
cattail (Typha latifolia). The common plant species that were identified at wetland and upland
data points are listed in Table 3. Photographs are included in Appendix B and additional details
on vegetative cover are provided in the data forms in Appendix D.
Table 3. Dominant Plant Species in the Survey Area
Common Name
Scientific
Name
Great Plains
Indicator Status
Burningbush
Bassia scoparia
FACU
Smooth
brome
Bromus inermis
UPL
Cheatgrass
Bromus tectorum
UPL
Emory' s sedge
Carex emoryi
OBL
Lambsquarters
Chenopodium album
FACU
Canada thistle
Cirsium arvense
FACU
Saltgrass
Distichlis spicata
FACW
Common spikerush
Eleocharis palustris
OBL
Russian olive
Elaeagnus angustifolia
FACU
Mountain rush
Juncus balticus
FACW
Prickly lettuce
Lactuca serriola
FAC
Pa scopyrum
smithii
FACU
Western wheatgrass
Reed canarygrass
Phalaris arundinacea
FACW
Common threesquare
Schoenoplectus
pungens
OBL
Tall wheatgrass
Thinopyrum
ponticum
UPL
Broadleaf cattail
Typha
latifolia
OBL
FAC = facultative, FACU = facultative upland, FACW = facultative wet, OBL obligate, UPL = upland
3.1.2 Soils
According to the NRCS soil surveys for Weld County, Colorado, three soil map units within
the survey area are on the hydric soil list and have strong potential to satisfy the hydric soil
criteria (NRCS 2015): Altvan loam, 1 to 3 percent slopes; Haverson loam, 0 to 1 percent slopes;
and Aquolls and Aquepts, flooded. Haverson loam, 0 to 1 percent slopes, are mapped at Data
Point 01 (wetland 01, Box Elder Creek). Hydric soils are not mapped for other data points.
Wetland communities displayed at least one hydric soil indicator, as defined by the USAGE
(2010). Upland communities either failed to display hydric soil indicators or failed to meet one
or more of the other two wetland criteria, as defined by the USAGE (2010). Hydric soil
indicators found at wetland soil pits in the survey corridor included depleted matrix and redox
concentrations. When a soil layer has a value of 4 or more and a chroma of 2 or less it meets
the requirement for depleted matrix. Refer to the data forms in Appendix D for NRCS soil map
units and a full soil profile description for the wetland data points.
SWCA
Aquatic Resources Inventory Report
Mustang Pipeline Project
Weld County, Colorado
3.1.3 Hydrology
According to NHD, Box Elder Creek is an intermittent stream. Other NHD flowlines include
ephemeral streams, irrigation ditches, and upland swales, including Keen Lateral, Denver -
Hudson Canal, and Jim Number 2 Lateral. Wetlands and surface waters with downstream
connectivity are likely considered jurisdictional waters of the Q.J.S. and subject to Section 404
of the CWA. Therefore, features identified by NWI and NHD were field -verified. NHD
drainages are discussed below in Section 3.2.
Primary wetland hydrology indicators recorded within wetland data points included one or more
of the following: high water table, saturation, and oxidized rhizospheres. Secondary indicators
included geomorphic position and FAC-neutral test. Refer to the data forms in Appendix D for
a full description of hydrology at the wetland data points.
3.2 STREAMS AND OTHER WATERBODIES
All features mapped by the NHD (USGS 2014) intersecting the survey area were surveyed in
the field using the methods outlined by the USACE (2008). Many of these features were swales
dominated by upland vegetation with no indicators of flow or an OHWM. The 11 streams and
other waterbodies (e.g., ponds, agricultural ditches, concrete ditches) that contained an OHWM
are summarized in Table 4 and are illustrated on the maps in Appendix A. Photographs of
waterbodies are included in Appendix C. There are no perennial streams within the survey area..
Table 4. Stream and Waterbody Features with an OHWM
Name
Mapped
Latitude
Longitude
g
Width
(feet)
th
Water
Present?
tion
Description
p
by NHD?
WB01
No
40.22529
-104.5815
35
No
Holding pond
WB02
Yes
40.20301
-104.5841
20
Yes
Box Elder Creek
WBO3
Yes
40.20327
-104.58071
40
Yes
Ditch connected
Elder Creek (flooded
during survey)
to
Box
WBO4
No
40.14518
-104.5457
45
Yes
Holding
pond
WBO5
Yes
40.45879
-104.6400
4
Yes
Keen Lateral
WBO6
No
40.12006
-104.5424
2
Yes
Tributary of Keen Lateral
WBO7
No
40.10890
-104.5459
4
Yes
Erosional
channel
WBO8
No
40.10825
-104.5748
2
No
Concrete
ditch
WBO9
Yes
40.10872
-104.5729
4
Yes
Jim Number
2 Lateral
WB
1
O
Yes
40.10091
-104.5426
35
Yes
Denver -Hudson
Canal
WB11
Yes
40.09152
-104.5317
25
Yes
Denver -Hudson
Canal
NHD _ National Hydrography Dataset
7
SWCA
Aquatic Resources Inventory Report
Mustang Pipeline Project
Weld County, Colorado
4.0 SUMMARY AND RECOMMENDATIONS
Following a review of baseline data and field investigations, SWCA biologists determined that
five wetlands are present within the Mustang Pipeline right-of-way. Additionally, 11 features
contained an OHWM, including Box Elder Creek, ditches, and ponds. These features, potential
impacts, and recommendations are summarized in Table 5.
Table 5. Potential Impacts and Recommendations
Wetland/
Waterhodyr
Acres in Right
(130 feet)
-of -Way
Crossing
Recommendation
WETO1
(Box
Elder
Creek)
1.4098
Bore
WETO2
0.3200
Bore
WETO3 (Denver -Hudson Canal)
0.0426
Bore
0.0352
Bore
WET04 (Denver -Hudson Canal)
WETOS
0.2494
Bore
WBO1
0.0686
Trench
0.1818
Bore
WBO2 (Box Elder Creek)
WBO3 (Box Elder Creek ditch)
0.0932
Bore
0.0009
Crossing can
be avoided
WBO4
0.0125
Bore
WBOS (Keen Lateral)
WBO6
0.0057
Bore
0.0124
WBO7
Trench
WBO8
0.0047
Bore
WBO9 (Jim
Number
2 Lateral)
0.0169
Bore
0.1235
Bore
WB I
O (Denver -Hudson Canal)
'NB
1
I
(Denver -Hudson Canal)
0.1018
Bore
Recommendations based on CWA permitting, Endangered Species Act compliance, and
existing infrastructure.
11 the final project design avoids aquatic resources including wetlands (features identified in
Table 5), with greater than 0.5 acre temporary impact at any individual crossing, then no
Individual Permit would be required for compliance with Section 404 of the CWA. If less than
0.5 acre of potential waters of the L . S. are filled, resulting in temporary impacts, then the project
would likely be authorized under Nationwide Permit 12 for Utility Line Activities. Pre -
construction notification and mitigation would be required if impacts are greater than 0.1 acre.
Additionally, to qualify for Nationwide Permit authorization, the project would need to be
constructed in accordance with the Nationwide Permit General and Regional Conditions. This
includes compliance with general conditions 18 and 20 regarding compliance with the
Endangered Species Act and theNational Historic Preservation Act. If the project were to affect
habitat for federally listed species or historic properties including irrigation ditches, a Pre -
Construction Notification would be required. The findings presented in this report are restricted
to and based on SWCA's professional opinion. Only the USACE and/or U.S. Environmental
Protection Agency have final and legal authority in determining the absence/presence of
jurisdictional waters of the U.S. and the extent of their boundaries.
SWCA
Aquatic Resources Inventory Report
Mustang Pipeline Project
Weld County, Colorado
5.0 REFERENCES
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and
Deepwater Habitats of the United States. FWS/OBS-79/31. Washington, D.C.: U.S.
Fish and Wildlife Service.
Lichvar, R.W. 2013.. The National Wetland Plant List 2013 Wetland Ratings. Phytoneuron
2013(49):1-241.
Natural Resources Conservation Service (MRCS). 2015. Natural Resources Conservation
Service, National Lists of Hydric Soils (December 2015). Available at:
http://www.nres..usda.govlwps/portallnres/main/nails/use/hydric/. Accessed M.ay 2017.
National Oceanic and Atmospheric Administration. 2017. National Weather Service Forecast
Office — NOAA Online Weather Data. Available at:
http://w2.weather..gav/climate/xma.cis.php?wfo=bou. Accessed May 18, 2017.
U.S. Army Corps of Engineers (USACE). 1987. Corps of Engineers Wetland Delineation
Manual. Technical Report Y-87-1. Vicksburg, Mississippi: U.S. Army Engineers
Waterways Experiment Station.
. 2008. A Field Guide to the Identification of the Ordinary High Water Mark (OHWM)
in the Arid West Region of the Western United States, edited by R.W. Lichvar and
S.M. McColley. ERDC/CRREL TR-08-12. Hanover, New Hampshire: U.S. Army
Engineer Research and Development Center.
. 2010. Regional Supplement to the Corps of Engineers Wetland Delineation Manual:
Great Plains Region (Version 2.0), edited by I.S. Wakeley, R.W. Lichvar, and C.V..
Noble. ERDC/EL TR-08-12. Vicksburg, Mississippi: U.S. Army Engineer Research
and Development Center.
U.S. Department of Agriculture. 2010. Field Indicators of Hydric Soils in the United States: A
Guide for Identifying and Delineating Hydric Soils, Version 7.0. Available at:
http://www.nres.usda.gov/ pslportallnreslmain/so1ls/use/hydricl. Accessed October
2016.
U.S. Fish and Wildlife Service. 2013. National Wetlands Inventory. U.S. Fish and Wildlife
Service Ecological Services. Available at: http://www.fws.gov/Wetlands/Data/State-
Downloads..html. Accessed May 2O17.
L .S. Geological Survey (USGS). 2014. National Hydrography Dataset. Available at:
http:/f'nhd.usgs.gov/index.html. Accessed May 2017.
9 SWCA
Aquatic Resources Inventory Report
Mustang Pipeline Project
Weld County, Colorado
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10 S\\:CA
Aquatic Resources Inventory Report
Mustang Pipeline Project
Weld County, Colorado
APPENDIX A
Aquatic Resources Inventory Maps
SWCA
Aquatic Resources Inventory Report
Mustang Pipeline Project
Weld County, Colorado
County Brad 41 5
.r.
County Road I
T3N R65 ■
tI_
County flo tyt9
(:utlnly
I-
T2N R65W
Denver
I in
SWOON SENS MS
-1-
County Road 36
a
Cunt; Road 51
iY
'1
P
f
T2 N R64V1
C urdy Road• 16
11.
County float 18
a
=tscub load 20 g
50.38 R
4? 3
V
n
C4
O
County Road 6*
T3N R63W
ST�N R63W
�{! E'lle5lillT Count, I I g 1J2
C2
v
TIN R64W
Id •'
1
lltrrrrte vetegh Projcas 43.00 0-439%91,434519fioble Midstearn_MtrsLan¢iTdF C3'th'e.paxt R'ti4 1 Nable rvis
tang WR_Prcje (_a¢atron.n�c
TiN R63W
Legend
Centerline [_ I Township/Range
0
1 2
3 4
la 2 4 6
1:100,0 00
Base Map: World_Imagery. Esri Online Service
Source: Esri, DigitaIG lobe, Geo'Eye, i-cubed, USDA, USGS,
AEX, Getrrtapping,Aerogrid, IGN, IGP, swisstopo,
and the @IS User Community
We l d County*, CO
NAD 1983 UTNI Zone 13N
6/112017
Kin
Miles
N
SWCA
Etall.0MMINTAL CONSULTANTS
295 Interlocken BNd, Suite 300
Broomfield, CO 300421
Phone: 303.4971193
www.swca. co
Figure 1. Project location.
A-1
SC
Aquatic Resources Inventory Report
Mustang Pipeline Project
Weld County, Colorado
Figure 2. Wetlands and waterbodies (map 1 of 3).
NHD Stream/River (Intermittent)
NHD Artificial Path
Cr NHD Canal/Ditch
A-2
SWCA
Aquatic Resources Inventory Report
Mustang Pipeline Project
Weld County, Colorado
Figure 3. Wetlands and waterbodies (map 2 of 3).
Legend
Photo
Waterbody (OHWM)
-• NHD Stream/River (Intermittent)
NHD Artificial Path
I I NHD Canal/Ditch
A-3
SWCA
Aquatic Resources Inventory Report
Mustang Pipeline Project
Weld County, Colorado
Figure 4. Wetlands and waterbodies (map 3 of 3).
Legend
Photo
Waterbody (OHWM)
Wetland Boundary
NHD Strearn/River (Intermittent)
NHD Artificial Path
Cr- NHD Canal!Ditch
A-4
SWCA
Aquatic Resources Inventory Report
Mustang Pipeline Project
Weld County, Colorado
APPENDIX B
Wetland Photographs
SW CA
Aquatic Resources Inventory Report
Mustang Pipeline Project
Weld County, Colorado
Photograph 1. DPO1 facing west (upland).
Photograph 2. DPO2 facing west (Wetland 01).
B-1
SWCA
Aquatic Resources Inventory Report
Mustang Pipeline Project
Weld County, Colorado
Photograph 3. DP03 facing north (Wetland 02).
Photograph 4. DPO4 facing east (upland).
B-2 SWCA
Aquatic Resources Inventory Report
Mustang Pipeline Project
Weld County. Colorado
Aquatic Resources Inventory Report
Mustang Pipeline Project
Weld County, Colorado
Photograph 7. DP07 facing northwest (Wetland 04).
Photograph 8. DP08 facing north (upland).
B-4 S 5'1/ CA
Aquatic Resources Inventory Report
Mustang Pipeline Project
Weld County, Colorado
Photograph 9. DPO9 facing northeast (Wetland 05).
Photograph 10. DP10 facing southwest (Wetland 05 and upland berm).
B-5 SWCA
Aquatic Resources Inventory Report
Mustang Pipeline Project
Weld County, Colorado
This page intentionally left blank.
Aquatic Resources Inventory Report
Mustang Pipeline Project
Weld County, Colorado
APPENDIX C
Waterbody Photographs
SWCA
Aquatic Resources Inventory Report
Mustang Pipeline Project
Weld County, Colorado
Aquatic Resources Inventory Report
Mustang Pipeline Project
Weld County, Colorado
Photograph 3. PPo3, NHD blue line (no OHWM) facing north.
Photograph 4. PPo4, NHD blue line (no OHWM) facing west.
Aquatic Resources Inventory Report
Mustang Pipeline Project
Weld County, Colorado
Aquatic Resources Inventory Report
Mustang Pipeline Project
Weld County, Colorado
Photograph 7. PP07, WB02 (Box Elder Creek) facing east.
Photograph 8. PPOS, WBO3 (Box Elder Creek ditch) facing north.
C-4
SWCA
Aquatic Resources Inventory Report
Mustang Pipeline Project
Weld County, Colorado
Photograph 9. PP09, NHD blue line (no OHWM) facing south.
Photograph 10. PP10, NHD blue line (no OHWM) facing west.
C-5 SWCA
Aquatic Resources Inventory Report
Mustang Pipeline Project
Weld County, Colorado
Photograph 11. WB04 facing southeast.
Photograph 12. PP 11, WBO5 facing north.
S Vs CA
Aquatic Resources Inventory Report
Mustang Pipeline Project
Weld County, Colorado
Photograph 13. WBO6 facing west.
Photograph 14. INB07 facing east.
C-7
S w C1A
Aquatic Resources Inventory Report
Mustang Pipeline Project
Weld County, Colorado
Aquatic Resources Inventory Report
Mustang Pipeline Project
Weld County, Colorado
Photograph 17. PP14, NHD blue line (no OH 'M) facing north towards right-of-way.
Photograph 18. PP15, WB10 facing southwest.
C-9 YWCA
Aquatic Resources Inventory Report
Mustang Pipeline Project
Weld County, Colorado
Aquatic Resources Inventory Report
Mustang Pipeline Project
Weld County, Colorado
APPENDIX D
Wetland Data Forms
SWCA
WETLAND DETERMINATION DATA FORM - Great Plains Region
Project/Site:
Applicant/Owner:
Investigator(s):
Mustang Pipeline County:
Noble
P Gordon, M Dina and
Weld Sampling Date:
State: CO Sampling Point:
M Dina Section, Township, Range:
May 22, 2017
DP01
NA
Landform (hillslope, terrace, etc.): terrace Local relief (concave, convex, none): convex Slope (%): January 0, 1900
Subregion (LRR): Western Great Plains
Soil Map Unit Name:
Lat: -104.58130 Long: 40.20294 Datum: NAD83
Haverson loam, 0 to 1 percent slopes
NWI Classification: Upland
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (if no, explain in Remarks.)
Are Vegetation
Are Vegetation
No ,Soil No ,or Hydrology No significantly disturbed?
No ,Soil No ,or Hydrology No naturally problematic?
Are "Normal Circumstances" present? Yes X
(If needed, explain any answers in Remarks,)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transacts, important features, etc.
Hydrophytic Vegetation Present? Yes
Hydric Soil Present? Yes
Wetland Hydrology Present? Yes
No X
No X
No X
Is the Sampled Area
within a Wetland?
Yes
No X
Remarks:
This point was determined not to be within a wetland due to the lack of all three wetland criteria.
Located on sloping ground above depression associated with Box Elder Creek.
VEGETATION - Use scientific names of plants.
Absolute Dominant Indicator
Tree Stratum (Plot size: 30 ft. ) % cover Species? Status
1. None Observed
2.
3.
4
Sapling/Shrub Stratum (Plot size: 15 ft. )
1. None Observed
2.
3.
4.
5
Herb Stratum (Plot size: 5 ft.
1. Bromus tectorum
2. Pascopyrum smithii
)
3. Lactuca serriola
4.
5.
6.
7.
8.
9.
10
Woody Vine Stratum
1. None Observed
2.
(Plot size: 30 ft.
= Total Cover
= Total Cover
45 YES UPL
30 YES FACU
25 YES FAC
100 = Total Cover
% Bare Ground in Herb Stratum 0
)
Total Cover
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC:
Total Number of Dominant
Species Across All Strata:
Percent of Dominant Species
That Are OBL, FACW, or FAC:
1 (A)
3 (B)
33% (A/B)
Prevalence Index Worksheet:
Total % Cover of: Multiply by:
OBL species 0 x 1 = 0
FACW species 0 x2= 0
FAC species 25 x3= 75
FACU species 30 x4= 120
UPL species 45 x5= 225
Column Totals: 100 (A) 420 (B)
Prevalence Index = B/A = 4.20
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test is >50%
3 - Prevalence Index is s 3.01
4 - Morphological Adaptationsi (Explain)
Problematic Hydrophytic Vegetation' (Explain)
Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Hydrophytic
Vegetation
Present?
Yes No X
Remarks:
No positive indication of hydrophytic vegetation was observed (≥50% of dominant species indexed as FACU or drier).
US Army Corps of Engineers
Great Plains Version 2.0
SOIL
Sampling Point:
DP01
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
(inches) Color (moist)
0-18
4/O
10YR 3/2 100
Redox Features
Color (moist)
None
Type'
Loc2
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains.
Texture
Sandy Loam
Remarks
roots present in top 4"
2Location: PL=Pore Lining, M=Matrix.
Hydric Soils Indicators: (Applicable to all LRRs, unless otherwise noted.)
Histosol (A1)
Histic Epipedon (A2)
Black Histic (A3)
Hydrogen Sulfide (A4)
Stratified Layers (A5) (LRR F)
1 cm Muck (A9) (LRR F, G, H)
Depleted Below Dark Surface (A11)
Thick Dark Surface (Al2)
Sandy Mucky Mineral (S1)
2.5 cm Mucky Peat or Peat (S2) (LRR G, H)
5 cm Mucky Peat or Peat (S3) (LRR F)
Sandy Gleyed Matrix (S4)
Sandy Redox (S5)
Stripped Matrix (S6)
Loamy Mucky Mineral (F1)
Loamy Gleyed Matrix (F2)
Depleted Matrix (F3)
Redox Dark Surface (F6)
Depleted Dark Surface (F7)
Redox Depressions (F8)
High Plains Depressions (F16)
(MLRA 72 & 73 of LRR H)
Indicators for Problematic Hydric Soils:
1 cm Muck (A9) (LRR I, J)
Coast Prairie Redox (A16) (LRR F, G, H)
Dark Surface (S7) (LRR G)
High Plains Depressions (F16)
(LRR H outside of MLRA 72 & 73)
Reduced Vertic (F18)
Red Parent Material (TF2)
Very Shallow Dark Surface (TF12)
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present?
Yes No X
Remarks:
No positive indication of hydric soils was observed.
HYDROLOGY
Wetland hydrology Indicators:
Primary Indicators (minimum of one is required; check all that apply)
Surface Water (Al)
High Water Table (A2)
Saturation (A3)
Water Marks (B1)
Sediment Deposits (B2)
Drift Deposits (B3)
Algal Mat or Crust (B4)
Iron Deposits (B5)
Inundation Visible on Aerial Imagery (B7)
Water -Stained Leaves (B9)
Salt Crust (B11)
Aquatic Invertebrates (B13)
Hydrogen Sulfide Odor (C1)
Dry -Season Water Table (C2)
Oxidized Rhizospheres on Living Roots (C3)
(where not tilled)
Presence of Reduced Iron (C4)
Thin Muck Surface (C7)
Other (Explain in Remarks)
Secondary Indicators (minimum of two required)
Surface Soil Cracks (B6)
Sparsely Vegetated Concave Surface (B8)
Drainage Patterns (B10)
Oxidized Rhizospheres on Living Roots (C3)
(where tilled)
Crayfish Burrows (C8)
Saturation Visible on Aerial Imagery (C9)
Geomorphic Position (D2)
FAC-Neutral Test (D5)
Frost -Heave Hummocks (D7) (LRR F)
Field Observations:
Surface Water Present?
Water Table Present?
Saturation Present?
(includes capillary fringe)
Yes
Yes
Yes
N o X Depth (inches):
N o X Depth (inches):
N o X Depth (inches):
N/A
>20
>20
Wetland Hydrology Present? Yes No X
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
No positive indication of wetland hydrology was observed,
US Army Corps of Engineers
Great Plains Version 2.0
WETLAND DETERMINATION DATA FORM - Great Plains Region
Project/Site: Mustang Pipeline County: Weld Sampling Date:
Applicant/Owner: Noble State: CO Sampling Point:
Investigator(s): P Gordon, and M Dina Section, Township, Range:
Landform (hillslope, terrace, etc.):
Subregion (LRR):
Soil Map Unit Name:
depression
Western Great Plains
May 22, 2017
DP02
NA
Local relief (concave, convex, none): concave Slope (%): 0-1
Lat: -104.58130 Long: 40.20294 Datum: NAD83
Haverson loam, 0 to 1 percent slopes
NWl Classification: PEM
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (if no, explain in Remarks.)
Are Vegetation No ,Soil No ,or Hydrology No significantly disturbed? Are "Normal Circumstances" present? Yes X
(If needed, explain any answers in Remarks,)
Are Vegetation No ,Soil No ,or Hydrology No naturally problematic?
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transacts, important features, etc.
Hydrophytic Vegetation Present? Yes X No
Is the Sampled Area
within a Wetland?
Yes
X
No
Hydric Soil Present? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
This point was determined to be within a wetland due to the presence of all 3 wetland criteria.
W ET01
VEGETATION - Use scientific names of plants.
Absolute Dominant Indicator
Tree Stratum (Plot size: 30 ft. ) % cover Species? Status
1. None Observed
2.
3.
4
Sapling/Shrub Stratum (Plot size: 15 ft. )
1. None Observed
2.
3.
4.
5
Herb Stratum (Plot size: 5 ft.
1. Pascopyrum smithii
)
2. Eleocharis palustris
3. Juncus balticus
4. Typha latifolia
5. Lactuca serriola
6.
7.
8.
9.
10.
Woody Vine Stratum
1. None Observed
2.
(Plot size: 30 ft.
= Total Cover
= Total Cover
25 Yes FACU
20 Yes OBL
15 No FACW
5 No OBL
35 Yes FAC
100 = Total Cover
% Bare Ground in Herb Stratum 0
Total Cover
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC:
Total Number of Dominant
Species Across All Strata:
Percent of Dominant Species
That Are OBL, FACW, or FAC:
2 (A)
3 (B)
67% (A/B)
Prevalence Index Worksheet:
Total % Cover of: Multiply by:
OBL species 25 x 1 = 25
FACW species 15 x2= 30
FAC species 35 x3= 105
FACU species 25 x4= 100
UPL species 0 x5= 0
Column Totals: 100 (A) 260 (B)
Prevalence Index = B/A = 2.60
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is >50%
X 3 - Prevalence Index is s 3.01
4 - Morphological Adaptationsi (Explain)
Problematic Hydrophytic Vegetation' (Explain)
Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Hydrophytic
Vegetation
Present?
Yes X No
Remarks:
A positive indication of hydrophytic vegetation was observed (>50% of dominant species indexed as OBL, FACW, or FAC).
A positive indication of hydrophytic vegetation was observed (Prevalence Index is ≤ 3.0).
US Army Corps of Engineers
Great Plains Version 2.0
SOIL
Sampling Point:
DP02
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
(inches) Color (moist)
0-4
4-18
4/O
10YR 3/2 100
10YR 4/2 95
Redox Features
Color (moist)
None
Type'
10YR 5/8 5 C
Loc2
M
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains.
Texture
Sandy Loam
Sandy Loam
Remarks
roots
2Location: PL=Pore Lining, M=Matrix.
Hydric Soils Indicators: (Applicable to all LRRs, unless otherwise noted.)
Histosol (A1)
Histic Epipedon (A2)
Black Histic (A3)
Hydrogen Sulfide (A4)
Stratified Layers (A5) (LRR F)
1 cm Muck (A9) (LRR F, G, H)
Depleted Below Dark Surface (A11)
Thick Dark Surface (Al2)
Sandy Mucky Mineral (51)
2.5 cm Mucky Peat or Peat (S2) (LRR G, H)
5 cm Mucky Peat or Peat (S3) (LRR F)
Sandy Gleyed Matrix (S4)
Sandy Redox (S5)
Stripped Matrix (56)
Loamy Mucky Mineral (F1)
Loamy Gleyed Matrix (F2)
X Depleted Matrix (F3)
Redox Dark Surface (F6)
Depleted Dark Surface (F7)
Redox Depressions (F8)
High Plains Depressions (F16)
(MLRA 72 & 73 of LRR H)
Indicators for Problematic Hydric Soils:
1 cm Muck (A9) (LRR I, J)
Coast Prairie Redox (A16) (LRR F, G, H)
Dark Surface (S7) (LRR G)
High Plains Depressions (F16)
(LRR H outside of MLRA 72 & 73)
Reduced Vertic (F18)
Red Parent Material (TF2)
Very Shallow Dark Surface (TF12)
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes X No
Remarks:
A positive indication of hydric soil was observed.
soils moist from recent rain event
HYDROLOGY
Wetland hydrology Indicators:
Primary Indicators (minimum of one is required; check all that apply)
Surface Water (Al)
X High Water Table (A2)
X Saturation (A3)
Water Marks (B1)
Sediment Deposits (B2)
Drift Deposits (B3)
Algal Mat or Crust (B4)
Iron Deposits (B5)
Inundation Visible on Aerial Imagery (B7)
Water -Stained Leaves (B9)
Salt Crust (B11)
Aquatic Invertebrates (B13)
Hydrogen Sulfide Odor (C1)
Dry -Season Water Table (C2)
X Oxidized Rhizospheres on Living Roots (C3)
(where not tilled)
Presence of Reduced Iron (C4)
Thin Muck Surface (C7)
Other (Explain in Remarks)
Secondary Indicators (minimum of two required)
Surface Soil Cracks (B6)
Sparsely Vegetated Concave Surface (B8)
Drainage Patterns (B10)
Oxidized Rhizospheres on Living Roots (C3)
(where tilled)
Crayfish Burrows (C8)
Saturation Visible on Aerial Imagery (C9)
Geomorphic Position (D2)
X FAC-Neutral Test (D5)
Frost -Heave Hummocks (D7) (LRR F)
Field Observations:
Surface Water Present?
Water Table Present?
Saturation Present?
(includes capillary fringe)
Yes No X Depth (inches): N/A
Yes X No
Yes X No
Depth (inches): 15
Depth (inches): 18
Wetland Hydrology Present? Yes X No
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
A positive indication of wetland hydrology was observed (at least one primary indicator).
surface water from Box Elder Creek present outside of pit.
US Army Corps of Engineers
Great Plains Version 2.0
WETLAND DETERMINATION DATA FORM - Great Plains Region
Project/Site:
Applicant/Owner:
Mustang Pipeline County:
Noble
Investigator(s): P Gordon and
Weld Sampling Date:
State: CO Sampling Point:
x Section, Township, Range:
May 10, 2017
DP03
NA
Landform (hillslope, terrace, etc.): swale Local relief (concave, convex, none): concave Slope (%): 0-1
Subregion (LRR): NAD83
Soil Map Unit Name:
Western Great Plains
Lat: -104.54570 Long: 40A0254 Datum:
Colby-Adena loams, 3 to 9 percent slopes
NWl Classification: PEM
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (if no, explain in Remarks.)
Are Vegetation No ,Soil No ,or Hydrology No significantly disturbed? Are "Normal Circumstances" present? Yes X
Are Vegetation (If needed, explain any answers in Remarks,)
No ,Soil No ,or Hydrology No naturally problematic?
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transacts, important features, etc.
Hydrophytic Vegetation Present? Yes X No
Is the Sampled Area
within a Wetland?
Yes
X
No
Hydric Soil Present? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
This point was determined to be within a wetland due to the presence of all 3 wetland criteria,
in swale next to train tracks.
W ET02
VEGETATION - Use scientific names of plants.
Absolute Dominant Indicator
Tree Stratum (Plot size: 30 ft. ) % cover Species? Status
1. None Observed
2.
3.
4
Sapling/Shrub Stratum (Plot size: 15 ft. )
1. None Observed
2.
3.
4.
5
Herb Stratum (Plot size: 5 ft.
1. Typha latifolia
)
2. Cirsium arvense
3. Bromus tectorum
4.
5.
6.
7.
8.
9.
10.
Woody Vine Stratum
1. None Observed
2.
(Plot size: 30 ft.
= Total Cover
= Total Cover
50 Yes OBL
30 Yes FACU
5 No UPL
85 = Total Cover
% Bare Ground in Herb Stratum 15
)
Total Cover
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC:
Total Number of Dominant
Species Across All Strata:
Percent of Dominant Species
That Are OBL, FACW, or FAC:
1 (A)
2 (B)
50%
(A/B)
Prevalence Index Worksheet:
Total % Cover of: Multiply by:
OBL species
FACW species
FAC species
FACU species
UPL species
50 x1 = 50
0 x2= 0
0 x3= 0
30 x4= 120
5 x5= 25
Column Totals: 85 (A) 195 (B)
Prevalence Index = B/A = 2.29
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test is >50%
X 3 - Prevalence Index is s 3.01
4 - Morphological Adaptationsi (Explain)
Problematic Hydrophytic Vegetation' (Explain)
Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Hydrophytic
Vegetation
Present?
Yes X No
Remarks:
A positive indication of hydrophytic vegetation was observed (Prevalence Index is s 3.00).
A few Russian olive and Siberian elm to west. Dominated by Typha and Candada Thistle.
US Army Corps of Engineers
Great Plains Version 2.0
SOIL
Sampling Point:
DP03
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
(inches) Color (moist)
0-3
3-20
4/O
10YR 3/1 100
10YR 6/2 100
Redox Features
Color (moist)
None
Type'
10YR 5/8 2 C
Loc2
M
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains.
Texture
Clay Loam
Clay
Remarks
2Location: PL=Pore Lining, M=Matrix.
Hydric Soils Indicators: (Applicable to all LRRs, unless otherwise noted.)
Histosol (A1)
Histic Epipedon (A2)
Black Histic (A3)
Hydrogen Sulfide (A4)
Stratified Layers (A5) (LRR F)
1 cm Muck (A9) (LRR F, G, H)
Depleted Below Dark Surface (A11)
Thick Dark Surface (Al2)
Sandy Mucky Mineral (S1)
2.5 cm Mucky Peat or Peat (S2) (LRR G, H)
5 cm Mucky Peat or Peat (S3) (LRR F)
Sandy Gleyed Matrix (S4)
Sandy Redox (S5)
Stripped Matrix (56)
Loamy Mucky Mineral (F1)
Loamy Gleyed Matrix (F2)
X Depleted Matrix (F3)
Redox Dark Surface (F6)
Depleted Dark Surface (F7)
Redox Depressions (F8)
High Plains Depressions (F16)
(MLRA 72 & 73 of LRR H)
Indicators for Problematic Hydric Soils:
1 cm Muck (A9) (LRR I, J)
Coast Prairie Redox (A16) (LRR F, G, H)
Dark Surface (S7) (LRR G)
High Plains Depressions (F16)
(LRR H outside of MLRA 72 & 73)
Reduced Vertic (F18)
Red Parent Material (TF2)
Very Shallow Dark Surface (TF12)
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes X No
Remarks:
A positive indication of hydric soil was observed.
light reduced soils below 3" with redox concentrations
HYDROLOGY
Wetland hydrology Indicators:
Primary Indicators (minimum of one is required; check all that apply)
Surface Water (Al)
X High Water Table (A2)
X Saturation (A3)
Water Marks (B1)
Sediment Deposits (B2)
Drift Deposits (B3)
Algal Mat or Crust (B4)
Iron Deposits (B5)
Inundation Visible on Aerial Imagery (B7)
Water -Stained Leaves (B9)
Salt Crust (B11)
Aquatic Invertebrates (B13)
Hydrogen Sulfide Odor (C1)
Dry -Season Water Table (C2)
Oxidized Rhizospheres on Living Roots (C3)
(where not tilled)
Presence of Reduced Iron (C4)
Thin Muck Surface (C7)
Other (Explain in Remarks)
Secondary Indicators (minimum of two required)
Surface Soil Cracks (B6)
Sparsely Vegetated Concave Surface (B8)
Drainage Patterns (B10)
Oxidized Rhizospheres on Living Roots (C3)
(where tilled)
Crayfish Burrows (C8)
Saturation Visible on Aerial Imagery (C9)
Geomorphic Position (D2)
FAC-Neutral Test (D5)
Frost -Heave Hummocks (D7) (LRR F)
Field Observations:
Surface Water Present?
Water Table Present?
Saturation Present?
(includes capillary fringe)
Yes
Yes X No
Yes X No
No X
Depth (inches):
Depth (inches):
Depth (inches):
N/A
12
0
Wetland Hydrology Present? Yes X No
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
A positive indication of wetland hydrology was observed (at least one primary indicator).
Recent heavy rains have saturated soils.
US Army Corps of Engineers
Great Plains Version 2.0
WETLAND DETERMINATION DATA FORM - Great Plains Region
Project/Site:
Mustang Pipeline
Applicant/Owner:
Investigator(s):
Noble
County:
Weld
P Gordon
Landform (hillslope, terrace, etc.):
Subregion (LRR):
Soil Map Unit Name:
and
x
plain
Western Great Plains
State: CO
Section, Township, Range:
Sampling Date:
Sampling Point:
May 10, 2017
DP04
NA
Local relief (concave, convex, none):
Lat: -104.54570
Colby-Adena loams, 3 to 9 percent slopes
Long:
none Slope (%): 0-1
40A0254 Datum: NAD83
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X
Are Vegetation
Are Vegetation
No ,Soil No ,or Hydrology
No ,Soil No ,or Hydrology
No significantly disturbed?
No naturally problematic?
NWl Classification:
Upland
No (if no, explain in Remarks.)
Are "Normal Circumstances" present?
(If needed, explain any answers in Remarks,)
Yes X
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transacts, important features, etc.
Hydrophytic Vegetation Present?
Hydric Soil Present?
Wetland Hydrology Present?
Yes
Yes
Yes
No X
No X
No X
Is the Sampled Area
within a Wetland?
Yes
No X
Remarks:
This point was determined not to be within a wetland due to the lack of all three wetland criteria.
above swale
VEGETATION - Use scientific names of plants.
Tree Stratum (Plot size: 30 ft. )
1. None Observed
2.
3.
4.
Absolute Dominant
% cover Species?
Sapling/Shrub Stratum (Plot size: 15 ft. )
1. None Observed
2.
3.
4.
5.
Herb Stratum (Plot size:
1. Cirsium arvense
5ft.
)
2. Bromus tectorum
3. Pascopyrum smithii
4. Bassia scoparia
5.
6.
7.
8.
9.
10
Woody Vine Stratum
1. None Observed
2.
(Plot size: 30 ft.
40
40
15
5
= Total Cover
= Total Cover
Yes
Yes
No
No
100 = Total Cover
% Bare Ground in Herb Stratum 0
)
Total Cover
Indicator
Status
FACU
UPL
FACU
FACU
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 0
Total Number of Dominant
Species Across All Strata: 2
Percent of Dominant Species
That Are OBL, FACW, or FAC: 0
Prevalence Index Worksheet:
Total % Cover of:
Multiply by:
OBL species 0 x 1 = 0
FACW species 0 x2= 0
FAC species 0 x3= 0
FACU species 60 x4= 240
UPL species 40 x5= 200
Column Totals: 100 (A) 440 (B)
Prevalence Index = B/A = 4.40
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test is >50%
3 - Prevalence Index is s 3.01
4 - Morphological Adaptationsi (Explain)
Problematic Hydrophytic Vegetation' (Explain)
Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Hydrophytic
Vegetation
Present?
Yes No X
Remarks:
No positive indication of hydrophytic vegetation was observed (≥50% of dominant species indexed as FACU or drier).
Weedy grassland vegetation
US Army Corps of Engineers
Great Plains Version 2.0
SOIL
Sampling Point:
DP04
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
(inches) Color (moist)
0-8
8-20
4/O
10YR 3/2 100
10YR 4/2 100
Redox Features
Color (moist)
None
None
Type'
Loc2
1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains.
Texture
Clay Loam
Clay Loam
Remarks
2Location: PL=Pore Lining, M=Matrix.
Hydric Soils Indicators: (Applicable to all LRRs, unless otherwise noted.)
Histosol (A1)
Histic Epipedon (A2)
Black Histic (A3)
Hydrogen Sulfide (A4)
Stratified Layers (A5) (LRR F)
1 cm Muck (A9) (LRR F, G, H)
Depleted Below Dark Surface (A11)
Thick Dark Surface (Al2)
Sandy Mucky Mineral (51)
2.5 cm Mucky Peat or Peat (S2) (LRR G, H)
5 cm Mucky Peat or Peat (S3) (LRR F)
Sandy Gleyed Matrix (S4)
Sandy Redox (55)
Stripped Matrix (S6)
Loamy Mucky Mineral (F1)
Loamy Gleyed Matrix (F2)
Depleted Matrix (F3)
Redox Dark Surface (F6)
Depleted Dark Surface (F7)
Redox Depressions (F8)
High Plains Depressions (F16)
(MLRA 72 & 73 of LRR H)
Indicators for Problematic Hydric Soils:
1 cm Muck (A9) (LRR I, J)
Coast Prairie Redox (A16) (LRR F, G, H)
Dark Surface (S7) (LRR G)
High Plains Depressions (F16)
(LRR H outside of MLRA 72 & 73)
Reduced Vertic (F18)
Red Parent Material (TF2)
Very Shallow Dark Surface (TF12)
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present?
Yes No X
Remarks:
No positive indication of hydric soils was observed.
HYDROLOGY
Wetland hydrology Indicators:
Primary Indicators (minimum of one is required; check all that apply)
Surface Water (Al)
High Water Table (A2)
Saturation (A3)
Water Marks (B1)
Sediment Deposits (B2)
Drift Deposits (B3)
Algal Mat or Crust (B4)
Iron Deposits (B5)
Inundation Visible on Aerial Imagery (B7)
Water -Stained Leaves (B9)
Salt Crust (B11)
Aquatic Invertebrates (B13)
Hydrogen Sulfide Odor (C1)
Dry -Season Water Table (C2)
Oxidized Rhizospheres on Living Roots (C3)
(where not tilled)
Presence of Reduced Iron (C4)
Thin Muck Surface (C7)
Other (Explain in Remarks)
Secondary Indicators (minimum of two required)
Surface Soil Cracks (B6)
Sparsely Vegetated Concave Surface (B8)
Drainage Patterns (B10)
Oxidized Rhizospheres on Living Roots (C3)
(where tilled)
Crayfish Burrows (C8)
Saturation Visible on Aerial Imagery (C9)
Geomorphic Position (D2)
FAC-Neutral Test (D5)
Frost -Heave Hummocks (D7) (LRR F)
Field Observations:
Surface Water Present?
Water Table Present?
Saturation Present?
(includes capillary fringe)
Yes
Yes
Yes
N o X Depth (inches):
N o X Depth (inches):
N o X Depth (inches):
N/A
>20
>20
Wetland Hydrology Present? Yes No X
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
No positive indication of wetland hydrology was observed,
US Army Corps of Engineers
Great Plains Version 2.0
WETLAND DETERMINATION DATA FORM - Great Plains Region
Project/Site:
Applicant/Owner:
Mustang Pipeline County:
Noble
Investigator(s): P Gordon and
Weld Sampling Date:
State: CO Sampling Point:
x Section, Township, Range:
May 10, 2017
DP05
NA
Landform (hillslope, terrace, etc.): bank Local relief (concave, convex, none): concave Slope (%): 1-5
Subregion (LRR): Western Great Plains Lat: -104.54260 Long: 40A0091 Datum: NAD83
Soil Map Unit Name:
Weld loam, 1 to 3 percent slopes
NWl Classification: PEM
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (if no, explain in Remarks.)
Are Vegetation No ,Soil No ,or Hydrology No significantly disturbed? Are "Normal Circumstances" present? Yes X
(If needed, explain any answers in Remarks,)
Are Vegetation No ,Soil No ,or Hydrology No naturally problematic?
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transacts, important features, etc.
Hydrophytic Vegetation Present? Yes X No
Is the Sampled Area
within a Wetland?
Yes
X
No
Hydric Soil Present? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
This point was determined to be within a wetland due to the presence of all 3 wetland criteria,
on bank of Denver Hudson Canal
WET03
VEGETATION - Use scientific names of plants.
Absolute Dominant Indicator
Tree Stratum (Plot size: 30 ft. ) % cover Species? Status
1. None Observed
2.
3.
4
Sapling/Shrub Stratum (Plot size: 15 ft. )
1. None Observed
2.
3.
4.
5
Herb Stratum (Plot size: 5 ft.
1. Typha latifolia
)
2. Carex emoryi
3. Thinopyrum ponticum
4. Bromus inermis
5.
6.
7.
8.
9.
10.
Woody Vine Stratum
1. None Observed
2.
(Plot size: 30 ft.
= Total Cover
= Total Cover
50 Yes OBL
40 Yes OBL
5 No UPL
1 No UPL
96 = Total Cover
% Bare Ground in Herb Stratum 4
Total Cover
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC:
Total Number of Dominant
Species Across All Strata:
Percent of Dominant Species
That Are OBL, FACW, or FAC:
2 (A)
2 (B)
100% (A/B)
Prevalence Index Worksheet:
Total % Cover of: Multiply by:
OBL species 90 x 1 = 90
FACW species 0 x2= 0
FAC species 0 x3= 0
FACU species 0 x 4 = 0
UPL species 6 x5= 30
Column Totals: 96 (A) 120 (B)
Prevalence Index = B/A = 1.25
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is >50%
X 3 - Prevalence Index is s 3.01
4 - Morphological Adaptationsi (Explain)
Problematic Hydrophytic Vegetation' (Explain)
Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Hydrophytic
Vegetation
Present?
Yes X No
Remarks:
A positive indication of hydrophytic vegetation was observed (>50% of dominant species indexed as OBL, FACW, or FAC).
A positive indication of hydrophytic vegetation was observed (Prevalence Index is ≤ 3.0).
US Army Corps of Engineers
Great Plains Version 2.0
SOIL
Sampling Point:
DP05
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
(inches) Color (moist)
0-4
4-20
4/O
10YR 5/2 100
10YR 5/2 100
Redox Features
Color (moist)
None
Type'
10YR 5/8 5 C
Loc2
M
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains.
Texture
Clay Loam
Clay Loam
Remarks
2Location: PL=Pore Lining, M=Matrix.
Hydric Soils Indicators: (Applicable to all LRRs, unless otherwise noted.)
Histosol (A1)
Histic Epipedon (A2)
Black Histic (A3)
Hydrogen Sulfide (A4)
Stratified Layers (A5) (LRR F)
1 cm Muck (A9) (LRR F, G, H)
Depleted Below Dark Surface (A11)
Thick Dark Surface (Al2)
Sandy Mucky Mineral (51)
2.5 cm Mucky Peat or Peat (S2) (LRR G, H)
5 cm Mucky Peat or Peat (S3) (LRR F)
Sandy Gleyed Matrix (S4)
Sandy Redox (55)
Stripped Matrix (S6)
Loamy Mucky Mineral (F1)
Loamy Gleyed Matrix (F2)
X Depleted Matrix (F3)
Redox Dark Surface (F6)
Depleted Dark Surface (F7)
Redox Depressions (F8)
High Plains Depressions (F16)
(MLRA 72 & 73 of LRR H)
Indicators for Problematic Hydric Soils:
1 cm Muck (A9) (LRR I, J)
Coast Prairie Redox (A16) (LRR F, G, H)
Dark Surface (S7) (LRR G)
High Plains Depressions (F16)
(LRR H outside of MLRA 72 & 73)
Reduced Vertic (F18)
Red Parent Material (TF2)
Very Shallow Dark Surface (TF12)
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes X No
Remarks:
A positive indication of hydric soil was observed.
redox concentration below 4"
HYDROLOGY
Wetland hydrology Indicators:
Primary Indicators (minimum of one is required; check all that apply)
Surface Water (Al)
X High Water Table (A2)
X Saturation (A3)
Water Marks (B1)
Sediment Deposits (B2)
Drift Deposits (B3)
Algal Mat or Crust (B4)
Iron Deposits (B5)
Inundation Visible on Aerial Imagery (B7)
Water -Stained Leaves (B9)
Salt Crust (B11)
Aquatic Invertebrates (B13)
Hydrogen Sulfide Odor (C1)
Dry -Season Water Table (C2)
Oxidized Rhizospheres on Living Roots (C3)
(where not tilled)
Presence of Reduced Iron (C4)
Thin Muck Surface (C7)
Other (Explain in Remarks)
Secondary Indicators (minimum of two required)
Surface Soil Cracks (B6)
Sparsely Vegetated Concave Surface (B8)
Drainage Patterns (B10)
Oxidized Rhizospheres on Living Roots (C3)
(where tilled)
Crayfish Burrows (C8)
Saturation Visible on Aerial Imagery (C9)
Geomorphic Position (D2)
X FAC-Neutral Test (D5)
Frost -Heave Hummocks (D7) (LRR F)
Field Observations:
Surface Water Present?
Water Table Present?
Saturation Present?
(includes capillary fringe)
Yes No
Yes X No
Yes X No
X Depth (inches):
Depth (inches):
Depth (inches):
N/A
10
8
Wetland Hydrology Present? Yes X No
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
A positive indication of wetland hydrology was observed (at least one primary indicator).
US Army Corps of Engineers
Great Plains Version 2.0
WETLAND DETERMINATION DATA FORM - Great Plains Region
Project/Site: Mustang Pipeline
Applicant/Owner:
County: Weld
Noble
Investigator(s): P Gordon and
Landform (hillslope, terrace, etc.):
Subregion (LRR):
Soil Map Unit Name:
State: CO
x Section, Township, Range:
upper bank
Western Great Plains
Sampling Date:
Sampling Point:
May 10, 2017
DP06
NA
Local relief (concave, convex, none): none Slope (%): 0-1
Lat: -104.54260 Long: 40.10091 Datum: NAD83
Weld loam, 1 to 3 percent slopes
NWI Classification: Upland
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (if no, explain in Remarks.)
Are Vegetation No ,Soil No ,or Hydrology No significantly disturbed? Are "Normal Circumstances" present? Yes X
(If needed, explain any answers in Remarks.)
Are Vegetation No ,Soil No ,or Hydrology No naturally problematic?
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transacts, important features, etc.
Hydrophytic Vegetation Present?
Hydric Soil Present?
Wetland Hydrology Present?
Yes
Yes
Yes
No X
No X
No X
Is the Sampled Area
within a Wetland?
Yes
No X
Remarks:
This point was determined not to be within a wetland due to the lack of all three wetland criteria.
upper bank of Denver Hudson Canal
VEGETATION - Use scientific names of plants.
Tree Stratum (Plot size: 30 ft. )
1. None Observed
2.
3.
4
Absolute Dominant
% cover Species?
Sapling/Shrub Stratum (Plot size: 15 ft. )
1. None Observed
2.
3.
4.
5
Herb Stratum (Plot size: 5 ft.
1. Distichlis spicata
)
2. Bromus inermis
3. Carex emoryi
4. Pascopyrum smithii
5.
6.
7.
8.
9.
10
Woody Vine Stratum
1. None Observed
2.
(Plot size: 30 ft.
30
40
1
10
= Total Cover
= Total Cover
Yes
Yes
No
No
81 = Total Cover
% Bare Ground in Herb Stratum 19
)
Total Cover
Indicator
Status
FACW
UPL
OBL
FACU
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 1
Total Number of Dominant
Species Across All Strata: 2
Percent of Dominant Species
That Are OBL, FACW, or FAC:
50%
Prevalence Index Worksheet:
Total % Cover of: Multiply by:
OBL species
FACW species
FAC species
FACU species
UPL species
1 x1= 1
30 x2= 60
0 x3= 0
10 x4= 40
40 x5= 200
Column Totals: 81 (A) 301 (B)
Prevalence Index = B/A = 3.72
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test is >50%
3 - Prevalence Index is s 3.01
4 - Morphological Adaptationsi (Explain)
Problematic Hydrophytic Vegetation' (Explain)
Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Hydrophytic
Vegetation
Present?
Yes No X
Remarks:
No positive indication of hydrophytic vegetation was observed (≥50% of dominant species indexed as FACU or drier).
A few small coyote willow about 30' away
US Army Corps of Engineers
Great Plains Version 2.0
SOIL
Sampling Point:
DP06
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
(inches) Color (moist)
0-16
4/O
10YR 3/2 100
Redox Features
Color (moist)
None
Type'
Loc2
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains.
Texture
Clay Loam
Remarks
2Location: PL=Pore Lining, M=Matrix.
Hydric Soils Indicators: (Applicable to all LRRs, unless otherwise noted.)
Histosol (A1)
Histic Epipedon (A2)
Black Histic (A3)
Hydrogen Sulfide (A4)
Stratified Layers (A5) (LRR F)
1 cm Muck (A9) (LRR F, G, H)
Depleted Below Dark Surface (A11)
Thick Dark Surface (Al2)
Sandy Mucky Mineral (S1)
2.5 cm Mucky Peat or Peat (S2) (LRR G, H)
5 cm Mucky Peat or Peat (S3) (LRR F)
Sandy Gleyed Matrix (S4)
Sandy Redox (S5)
Stripped Matrix (S6)
Loamy Mucky Mineral (F1)
Loamy Gleyed Matrix (F2)
Depleted Matrix (F3)
Redox Dark Surface (F6)
Depleted Dark Surface (F7)
Redox Depressions (F8)
High Plains Depressions (F16)
(MLRA 72 & 73 of LRR H)
Indicators for Problematic Hydric Soils:
1 cm Muck (A9) (LRR I, J)
Coast Prairie Redox (A16) (LRR F, G, H)
Dark Surface (S7) (LRR G)
High Plains Depressions (F16)
(LRR H outside of MLRA 72 & 73)
Reduced Vertic (F18)
Red Parent Material (TF2)
Very Shallow Dark Surface (TF12)
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
hardpan
16
Hydric Soil Present?
Yes No X
Remarks:
No positive indication of hydric soils was observed.
HYDROLOGY
Wetland hydrology Indicators:
Primary Indicators (minimum of one is required; check all that apply)
Surface Water (Al)
High Water Table (A2)
Saturation (A3)
Water Marks (B1)
Sediment Deposits (B2)
Drift Deposits (B3)
Algal Mat or Crust (B4)
Iron Deposits (B5)
Inundation Visible on Aerial Imagery (B7)
Water -Stained Leaves (B9)
Salt Crust (B11)
Aquatic Invertebrates (B13)
Hydrogen Sulfide Odor (C1)
Dry -Season Water Table (C2)
Oxidized Rhizospheres on Living Roots (C3)
(where not tilled)
Presence of Reduced Iron (C4)
Thin Muck Surface (C7)
Other (Explain in Remarks)
Secondary Indicators (minimum of two required)
Surface Soil Cracks (B6)
Sparsely Vegetated Concave Surface (B8)
Drainage Patterns (B10)
Oxidized Rhizospheres on Living Roots (C3)
(where tilled)
Crayfish Burrows (C8)
Saturation Visible on Aerial Imagery (C9)
Geomorphic Position (D2)
FAC-Neutral Test (D5)
Frost -Heave Hummocks (D7) (LRR F)
Field Observations:
Surface Water Present?
Water Table Present?
Saturation Present?
(includes capillary fringe)
Yes
Yes
Yes
N o X Depth (inches):
N o X Depth (inches):
N o X Depth (inches):
N/A
>20
>20
Wetland Hydrology Present? Yes No X
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
No positive indication of wetland hydrology was observed,
US Army Corps of Engineers
Great Plains Version 2.0
WETLAND DETERMINATION DATA FORM - Great Plains Region
Project/Site: Mustang Pipeline
Applicant/Owner:
County: Weld
Noble
Investigator(s): P Gordon and
State: CO
x Section, Township, Range:
Sampling Date:
Sampling Point:
May 1012017
DP07
NA
Landform (hillslope, terrace, etc.): bank Local relief (concave, convex, none): concave Slope (%): 1-5
Subregion (LRR): NAD83
Soil Map Unit Name:
Western Great Plains
Lat: -104.53170 Long: 40.09152 Datum:
Colby loam, 1 to 3 percent slopes
NWl Classification: PEM
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (if no, explain in Remarks.)
Are Vegetation No ,Soil No ,or Hydrology No significantly disturbed?
Are Vegetation No ,Soil No ,or Hydrology No naturally problematic?
Are "Normal Circumstances" present? Yes X
(If needed, explain any answers in Remarks,)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transacts, important features, etc.
Hydrophytic Vegetation Present? Yes X No
Is the Sampled Area
within a Wetland?
Yes
X
No
Hydric Soil Present? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
This point was determined to be within a wetland due to the presence of all 3 wetland criteria,
bank of Denver Hudson Canal
W ET04
VEGETATION - Use scientific names of plants.
Tree Stratum (Plot size: 30 ft. )
1. None Observed
2.
3.
4
Absolute Dominant
% cover Species?
Sapling/Shrub Stratum (Plot size: 15 ft. )
1. None Observed
2.
3.
4.
5.
Herb Stratum (Plot size: 5 ft.
1. Carex emoryi
)
2. Phalaris arundinacea
3. Bromus inermis
4.
5.
6.
7.
8.
9.
10
Woody Vine Stratum
1. None Observed
2.
(Plot size: 30 ft.
60
20
20
= Total Cover
= Total Cover
Yes
Yes
Yes
100 = Total Cover
% Bare Ground in Herb Stratum 0
)
Total Cover
Indicator
Status
OBL
FACW
UPL
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 2
Total Number of Dominant
Species Across All Strata: 3
Percent of Dominant Species
That Are OBL, FACW, or FAC:
(A)
(B)
67% (A/B)
Prevalence Index Worksheet:
Total % Cover of:
Multiply by:
OBL species 60 x 1 = 60
FACW species 20 x2= 40
FAC species 0 x 3 = 0
FACU species 0 x 4 = 0
UPL species 20 x5= 100
Column Totals: 100 (A) 200 (B)
Prevalence Index = B/A = 2.00
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is >50%
X 3 - Prevalence Index is s 3.01
4 - Morphological Adaptationsi (Explain)
Problematic Hydrophytic Vegetation' (Explain)
Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Hydrophytic
Vegetation
Present?
Yes X No
Remarks:
A positive indication of hydrophytic vegetation was observed (>50% of dominant species indexed as OBL, FACW, or FAC).
A positive indication of hydrophytic vegetation was observed (Prevalence Index is ≤ 3.0).
Patches of typha 50' away
US Army Corps of Engineers
Great Plains Version 2.0
SOIL
Sampling Point:
DP07
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
(inches) Color (moist)
0-4
4-20
4/O
10YR 5/2 100
10YR 5/2 100
Redox Features
Color (moist)
None
Type'
10YR 5/8 5 C
Loc2
M
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains.
Texture
Clay Loam
Clay Loam
Remarks
2Location: PL=Pore Lining, M=Matrix.
Hydric Soils Indicators: (Applicable to all LRRs, unless otherwise noted.)
Histosol (A1)
Histic Epipedon (A2)
Black Histic (A3)
Hydrogen Sulfide (A4)
Stratified Layers (A5) (LRR F)
1 cm Muck (A9) (LRR F, G, H)
Depleted Below Dark Surface (A11)
Thick Dark Surface (Al2)
Sandy Mucky Mineral (51)
2.5 cm Mucky Peat or Peat (S2) (LRR G, H)
5 cm Mucky Peat or Peat (S3) (LRR F)
Sandy Gleyed Matrix (S4)
Sandy Redox (55)
Stripped Matrix (S6)
Loamy Mucky Mineral (F1)
Loamy Gleyed Matrix (F2)
X Depleted Matrix (F3)
Redox Dark Surface (F6)
Depleted Dark Surface (F7)
Redox Depressions (F8)
High Plains Depressions (F16)
(MLRA 72 & 73 of LRR H)
Indicators for Problematic Hydric Soils:
1 cm Muck (A9) (LRR I, J)
Coast Prairie Redox (A16) (LRR F, G, H)
Dark Surface (S7) (LRR G)
High Plains Depressions (F16)
(LRR H outside of MLRA 72 & 73)
Reduced Vertic (F18)
Red Parent Material (TF2)
Very Shallow Dark Surface (TF12)
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes X No
Remarks:
A positive indication of hydric soil was observed.
HYDROLOGY
Wetland hydrology Indicators:
Primary Indicators (minimum of one is required; check all that apply)
Surface Water (Al)
X High Water Table (A2)
X Saturation (A3)
Water Marks (B1)
Sediment Deposits (B2)
Drift Deposits (B3)
Algal Mat or Crust (B4)
Iron Deposits (B5)
Inundation Visible on Aerial Imagery (B7)
Water -Stained Leaves (B9)
Salt Crust (B11)
Aquatic Invertebrates (B13)
Hydrogen Sulfide Odor (C1)
Dry -Season Water Table (C2)
Oxidized Rhizospheres on Living Roots (C3)
(where not tilled)
Presence of Reduced Iron (C4)
Thin Muck Surface (C7)
Other (Explain in Remarks)
Secondary Indicators (minimum of two required)
Surface Soil Cracks (B6)
Sparsely Vegetated Concave Surface (B8)
Drainage Patterns (B10)
Oxidized Rhizospheres on Living Roots (C3)
(where tilled)
Crayfish Burrows (C8)
Saturation Visible on Aerial Imagery (C9)
Geomorphic Position (D2)
X FAC-Neutral Test (D5)
Frost -Heave Hummocks (D7) (LRR F)
Field Observations:
Surface Water Present?
Water Table Present?
Saturation Present?
(includes capillary fringe)
Yes No X Depth (inches): N/A
Yes X No
Yes X No
Depth (inches): 12
Depth (inches): 10
Wetland Hydrology Present? Yes X No
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
A positive indication of wetland hydrology was observed (at least one primary indicator).
US Army Corps of Engineers
Great Plains Version 2.0
WETLAND DETERMINATION DATA FORM - Great Plains Region
Project/Site: Mustang Pipeline
Applicant/Owner:
County: Weld
Noble
Investigator(s): P Gordon and
Landform (hillslope, terrace, etc.):
Subregion (LRR):
Soil Map Unit Name:
State: CO
x Section, Township, Range:
upper bank
Western Great Plains
Sampling Date:
Sampling Point:
May 10, 2017
DP08
NA
Local relief (concave, convex, none): convex Slope (%): 0-1
Lat: -104.53170 Long: 40.09152 Datum: NAD83
Colby loam, 1 to 3 percent slopes
NWI Classification: Upland
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (if no, explain in Remarks.)
Are Vegetation No ,Soil No ,or Hydrology No significantly disturbed? Are "Normal Circumstances" present? Yes X
(If needed, explain any answers in Remarks,)
Are Vegetation No ,Soil No ,or Hydrology No naturally problematic?
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transacts, important features, etc.
Hydrophytic Vegetation Present?
Hydric Soil Present?
Wetland Hydrology Present?
Yes
Yes
Yes
No X
No X
No X
Is the Sampled Area
within a Wetland?
Yes
No X
Remarks:
This point was determined not to be within a wetland due to the lack of all three wetland criteria.
upper bank of Denver Hudson Canal
VEGETATION - Use scientific names of plants.
Tree Stratum (Plot size: 30 ft. )
1. None Observed
2.
3.
4
Absolute Dominant
% cover Species?
Sapling/Shrub Stratum (Plot size: 15 ft. )
1. None Observed
2.
3.
4.
5
Herb Stratum (Plot size: 5 ft.
1. Bromus inermis
)
2. Pascopyrum smithii
3. Bassia scoparia
4.
5.
6.
7.
8.
9.
10
Woody Vine Stratum
1. None Observed
2.
(Plot size: 30 ft.
80
15
1
= Total Cover
= Total Cover
Yes
No
No
96 = Total Cover
% Bare Ground in Herb Stratum 4
Total Cover
Indicator
Status
UPL
FACU
FACU
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC:
Total Number of Dominant
Species Across All Strata:
Percent of Dominant Species
That Are OBL, FACW, or FAC:
0
1
0
Prevalence Index Worksheet:
Total % Cover of:
Multiply by:
OBL species 0 x 1 = 0
FACW species 0 x2= 0
FAC species 0 x 3 = 0
FACU species 16 x 4 = 64
UPL species 80 x5= 400
Column Totals: 96 (A) 464 (B)
Prevalence Index = B/A = 4.83
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test is >50%
3 - Prevalence Index is s 3.01
4 - Morphological Adaptationsi (Explain)
Problematic Hydrophytic Vegetation' (Explain)
Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Hydrophytic
Vegetation
Present?
Yes No X
Remarks:
No positive indication of hydrophytic vegetation was observed (≥50% of dominant species indexed as FACU or drier).
US Army Corps of Engineers
Great Plains Version 2.0
SOIL
Sampling Point:
DP08
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
(inches) Color (moist)
0-20
4/O
10YR 4/2 100
Redox Features
Color (moist)
None
Type'
Loc2
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains.
Texture
Clay Loam
Remarks
2Location: PL=Pore Lining, M=Matrix.
Hydric Soils Indicators: (Applicable to all LRRs, unless otherwise noted.)
Histosol (A1)
Histic Epipedon (A2)
Black Histic (A3)
Hydrogen Sulfide (A4)
Stratified Layers (A5) (LRR F)
1 cm Muck (A9) (LRR F, G, H)
Depleted Below Dark Surface (A11)
Thick Dark Surface (Al2)
Sandy Mucky Mineral (S1)
2.5 cm Mucky Peat or Peat (S2) (LRR G, H)
5 cm Mucky Peat or Peat (S3) (LRR F)
Sandy Gleyed Matrix (S4)
Sandy Redox (S5)
Stripped Matrix (S6)
Loamy Mucky Mineral (F1)
Loamy Gleyed Matrix (F2)
Depleted Matrix (F3)
Redox Dark Surface (F6)
Depleted Dark Surface (F7)
Redox Depressions (F8)
High Plains Depressions (F16)
(MLRA 72 & 73 of LRR H)
Indicators for Problematic Hydric Soils:
1 cm Muck (A9) (LRR I, J)
Coast Prairie Redox (A16) (LRR F, G, H)
Dark Surface (S7) (LRR G)
High Plains Depressions (F16)
(LRR H outside of MLRA 72 & 73)
Reduced Vertic (F18)
Red Parent Material (TF2)
Very Shallow Dark Surface (TF12)
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present?
Yes No X
Remarks:
No positive indication of hydric soils was observed.
HYDROLOGY
Wetland hydrology Indicators:
Primary Indicators (minimum of one is required; check all that apply)
Surface Water (Al)
High Water Table (A2)
Saturation (A3)
Water Marks (B1)
Sediment Deposits (B2)
Drift Deposits (B3)
Algal Mat or Crust (B4)
Iron Deposits (B5)
Inundation Visible on Aerial Imagery (B7)
Water -Stained Leaves (B9)
Salt Crust (B11)
Aquatic Invertebrates (B13)
Hydrogen Sulfide Odor (C1)
Dry -Season Water Table (C2)
Oxidized Rhizospheres on Living Roots (C3)
(where not tilled)
Presence of Reduced Iron (C4)
Thin Muck Surface (C7)
Other (Explain in Remarks)
Secondary Indicators (minimum of two required)
Surface Soil Cracks (B6)
Sparsely Vegetated Concave Surface (B8)
Drainage Patterns (B10)
Oxidized Rhizospheres on Living Roots (C3)
(where tilled)
Crayfish Burrows (C8)
Saturation Visible on Aerial Imagery (C9)
Geomorphic Position (D2)
FAC-Neutral Test (D5)
Frost -Heave Hummocks (D7) (LRR F)
Field Observations:
Surface Water Present?
Water Table Present?
Saturation Present?
(includes capillary fringe)
Yes
Yes
Yes
N o X Depth (inches):
N o X Depth (inches):
N o X Depth (inches):
N/A
>20
>20
Wetland Hydrology Present? Yes No X
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
No positive indication of wetland hydrology was observed,
US Army Corps of Engineers
Great Plains Version 2.0
WETLAND DETERMINATION DATA FORM - Great Plains Region
Project/Site:
Applicant/Owner:
Mustang Pipeline County:
Noble
Investigator(s): P Gordon and
Weld Sampling Date:
State: CO Sampling Point:
x Section, Township, Range:
May 10, 2017
DP09
NA
Landform (hillslope, terrace, etc.): swale Local relief (concave, convex, none): concave Slope (%): 0-1
Subregion (LRR): Western Great Plains Lat: -104.52430 Long: 40.09139 Datum: NAD83
Soil Map Unit Name:
Shingle-Renohill complex, 3 to 9 percent slopes
NWl Classification: PEM
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (if no, explain in Remarks.)
Are Vegetation No ,Soil No ,or Hydrology No significantly disturbed? Are "Normal Circumstances" present? Yes X
(If needed, explain any answers in Remarks,)
Are Vegetation No ,Soil No ,or Hydrology No naturally problematic?
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transacts, important features, etc.
Hydrophytic Vegetation Present? Yes X No
Is the Sampled Area
within a Wetland?
Yes
X
No
Hydric Soil Present? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
This point was determined to be within a wetland due to the presence of all 3 wetland criteria,
swale below dam/berm
WET05
VEGETATION - Use scientific names of plants.
Absolute Dominant Indicator
Tree Stratum (Plot size: 30 ft. ) % cover Species? Status
1. None Observed
2.
3.
4
Sapling/Shrub Stratum (Plot size: 15 ft. )
1. None Observed
2.
3.
4.
5
Herb Stratum (Plot size: 5 ft.
1. Typha latifolia
)
2. Cirsium arvense
3. Chenopodium album
4. Schoenoplectus pungens
5.
6.
7.
8.
9.
10.
Woody Vine Stratum
1. None Observed
2.
(Plot size: 30 ft.
= Total Cover
= Total Cover
50 Yes OBL
20 Yes FACU
10 No FACU
10 No OBL
90 = Total Cover
% Bare Ground in Herb Stratum 10
)
Total Cover
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC:
Total Number of Dominant
Species Across All Strata:
Percent of Dominant Species
That Are OBL, FACW, or FAC:
1 (A)
2 (B)
50%
(A/B)
Prevalence Index Worksheet:
Total % Cover of: Multiply by:
OBL species 60 x 1 = 60
FACW species 0 x2= 0
FAC species 0 x 3 = 0
FACU species 30 x4= 120
UPL species 0 x5= 0
Column Totals: 90 (A) 180 (B)
Prevalence Index = B/A = 2.00
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test is >50%
X 3 - Prevalence Index is s 3.01
4 - Morphological Adaptationsi (Explain)
Problematic Hydrophytic Vegetation' (Explain)
Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Hydrophytic
Vegetation
Present?
Yes X No
Remarks:
A positive indication of hydrophytic vegetation was observed (Prevalence Index is s 3.00).
US Army Corps of Engineers
Great Plains Version 2.0
SOIL
Sampling Point:
DP09
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
(inches) Color (moist)
0-4
4-20
4/O
10YR 4/2 100
10YR 4/2 100
Redox Features
Color (moist)
None
Type'
10YR 5/8 2 C
Loc2
M
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains.
Texture
Clay Loam
Clay Loam
Remarks
2Location: PL=Pore Lining, M=Matrix.
Hydric Soils Indicators: (Applicable to all LRRs, unless otherwise noted.)
Histosol (A1)
Histic Epipedon (A2)
Black Histic (A3)
Hydrogen Sulfide (A4)
Stratified Layers (A5) (LRR F)
1 cm Muck (A9) (LRR F, G, H)
Depleted Below Dark Surface (A11)
Thick Dark Surface (Al2)
Sandy Mucky Mineral (S1)
2.5 cm Mucky Peat or Peat (S2) (LRR G, H)
5 cm Mucky Peat or Peat (S3) (LRR F)
Sandy Gleyed Matrix (S4)
Sandy Redox (55)
Stripped Matrix (S6)
Loamy Mucky Mineral (F1)
Loamy Gleyed Matrix (F2)
X Depleted Matrix (F3)
Redox Dark Surface (F6)
Depleted Dark Surface (F7)
Redox Depressions (F8)
High Plains Depressions (F16)
(MLRA 72 & 73 of LRR H)
Indicators for Problematic Hydric Soils:
1 cm Muck (A9) (LRR I, J)
Coast Prairie Redox (A16) (LRR F, G, H)
Dark Surface (S7) (LRR G)
High Plains Depressions (F16)
(LRR H outside of MLRA 72 & 73)
Reduced Vertic (F18)
Red Parent Material (TF2)
Very Shallow Dark Surface (TF12)
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes X No
Remarks:
A positive indication of hydric soil was observed.
HYDROLOGY
Wetland hydrology Indicators:
Primary Indicators (minimum of one is required; check all that apply)
Surface Water (Al)
X High Water Table (A2)
X Saturation (A3)
Water Marks (B1)
Sediment Deposits (B2)
Drift Deposits (B3)
Algal Mat or Crust (B4)
Iron Deposits (B5)
Inundation Visible on Aerial Imagery (B7)
Water -Stained Leaves (B9)
Salt Crust (B11)
Aquatic Invertebrates (B13)
Hydrogen Sulfide Odor (C1)
Dry -Season Water Table (C2)
Oxidized Rhizospheres on Living Roots (C3)
(where not tilled)
Presence of Reduced Iron (C4)
Thin Muck Surface (C7)
Other (Explain in Remarks)
Secondary Indicators (minimum of two required)
Surface Soil Cracks (B6)
Sparsely Vegetated Concave Surface (B8)
Drainage Patterns (B10)
Oxidized Rhizospheres on Living Roots (C3)
(where tilled)
Crayfish Burrows (C8)
Saturation Visible on Aerial Imagery (C9)
Geomorphic Position (D2)
FAC-Neutral Test (D5)
Frost -Heave Hummocks (D7) (LRR F)
Field Observations:
Surface Water Present?
Water Table Present?
Saturation Present?
(includes capillary fringe)
Yes No X Depth (inches): N/A
Yes X No
Yes X No
Depth (inches): 11
Depth (inches): 8
Wetland Hydrology Present? Yes X No
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
A positive indication of wetland hydrology was observed (at least one primary indicator).
US Army Corps of Engineers
Great Plains Version 2.0
WETLAND DETERMINATION DATA FORM - Great Plains Region
Project/Site: Mustang Pipeline
Applicant/Owner:
County: Weld
Noble
Investigator(s): P Gordon and
State: CO
x Section, Township, Range:
Sampling Date:
Sampling Point:
May 10, 2017
DP10
NA
Landform (hillslope, terrace, etc.): swale Local relief (concave, convex, none): convex Slope (%): 0-1
Subregion (LRR): Western Great Plains
Soil Map Unit Name:
Lat: -104.52430 Long: 40.09139 Datum: NAD83
Shingle-Renohill complex, 3 to 9 percent slopes
NWI Classification: Upland
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (if no, explain in Remarks.)
Are Vegetation No ,Soil No ,or Hydrology No significantly disturbed? Are "Normal Circumstances" present? Yes X
(If needed, explain any answers in Remarks,)
Are Vegetation No ,Soil No ,or Hydrology No naturally problematic?
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transacts, important features, etc.
Hydrophytic Vegetation Present?
Hydric Soil Present?
Wetland Hydrology Present?
Yes
Yes
Yes
No X
No X
No X
Is the Sampled Area
within a Wetland?
Yes
No X
Remarks:
This point was determined not to be within a wetland due to the lack of all three wetland criteria.
on slope above swale
VEGETATION - Use scientific names of plants.
Tree Stratum (Plot size: 30 ft. )
1. None Observed
2.
3.
4.
Absolute Dominant
% cover Species?
Sapling/Shrub Stratum (Plot size: 15 ft. )
1. None Observed
2.
3.
4.
5
Herb Stratum (Plot size: 5 ft.
1. Chenopodium album
)
2. Cirsium arvense
3. Lactuca serriola
4.
5.
6.
7.
8.
9.
10.
Woody Vine Stratum
1. None Observed
2.
(Plot size: 30 ft.
50
20
10
= Total Cover
= Total Cover
Yes
Yes
No
80 = Total Cover
% Bare Ground in Herb Stratum 20
)
Total Cover
Indicator
Status
FACU
FACU
FAC
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC:
Total Number of Dominant
Species Across All Strata:
Percent of Dominant Species
That Are OBL, FACW, or FAC:
0
2
0
Prevalence Index Worksheet:
Total % Cover of:
Multiply by:
OBL species 0 x 1 = 0
FACW species 0 x2= 0
FAC species 10 x3= 30
FACU species 70 x4= 280
UPL species 0 x5= 0
Column Totals: 80 (A) 310 (B)
Prevalence Index = B/A = 3.88
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test is >50%
3 - Prevalence Index is s 3.01
4 - Morphological Adaptationsi (Explain)
Problematic Hydrophytic Vegetation' (Explain)
Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Hydrophytic
Vegetation
Present?
Yes No X
Remarks:
No positive indication of hydrophytic vegetation was observed (≥50% of dominant species indexed as FACU or drier).
US Army Corps of Engineers
Great Plains Version 2.0
SOIL
Sampling Point:
DP10
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
(inches) Color (moist)
0-2
2-20
4/O
10YR 3/2 100
10YR 4/2 100
Redox Features
Color (moist)
None
None
Type'
Loc2
1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains.
Texture
Clay Loam
Clay Loam
Remarks
2Location: PL=Pore Lining, M=Matrix.
Hydric Soils Indicators: (Applicable to all LRRs, unless otherwise noted.)
Histosol (A1)
Histic Epipedon (A2)
Black Histic (A3)
Hydrogen Sulfide (A4)
Stratified Layers (A5) (LRR F)
1 cm Muck (A9) (LRR F, G, H)
Depleted Below Dark Surface (A11)
Thick Dark Surface (Al2)
Sandy Mucky Mineral (51)
2.5 cm Mucky Peat or Peat (S2) (LRR G, H)
5 cm Mucky Peat or Peat (S3) (LRR F)
Sandy Gleyed Matrix (S4)
Sandy Redox (55)
Stripped Matrix (S6)
Loamy Mucky Mineral (F1)
Loamy Gleyed Matrix (F2)
Depleted Matrix (F3)
Redox Dark Surface (F6)
Depleted Dark Surface (F7)
Redox Depressions (F8)
High Plains Depressions (F16)
(MLRA 72 & 73 of LRR H)
Indicators for Problematic Hydric Soils:
1 cm Muck (A9) (LRR I, J)
Coast Prairie Redox (A16) (LRR F, G, H)
Dark Surface (S7) (LRR G)
High Plains Depressions (F16)
(LRR H outside of MLRA 72 & 73)
Reduced Vertic (F18)
Red Parent Material (TF2)
Very Shallow Dark Surface (TF12)
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present?
Yes No X
Remarks:
No positive indication of hydric soils was observed.
HYDROLOGY
Wetland hydrology Indicators:
Primary Indicators (minimum of one is required; check all that apply)
Surface Water (Al)
High Water Table (A2)
Saturation (A3)
Water Marks (B1)
Sediment Deposits (B2)
Drift Deposits (B3)
Algal Mat or Crust (B4)
Iron Deposits (B5)
Inundation Visible on Aerial Imagery (B7)
Water -Stained Leaves (B9)
Salt Crust (B11)
Aquatic Invertebrates (B13)
Hydrogen Sulfide Odor (C1)
Dry -Season Water Table (C2)
Oxidized Rhizospheres on Living Roots (C3)
(where not tilled)
Presence of Reduced Iron (C4)
Thin Muck Surface (C7)
Other (Explain in Remarks)
Secondary Indicators (minimum of two required)
Surface Soil Cracks (B6)
Sparsely Vegetated Concave Surface (B8)
Drainage Patterns (B10)
Oxidized Rhizospheres on Living Roots (C3)
(where tilled)
Crayfish Burrows (C8)
Saturation Visible on Aerial Imagery (C9)
Geomorphic Position (D2)
FAC-Neutral Test (D5)
Frost -Heave Hummocks (D7) (LRR F)
Field Observations:
Surface Water Present?
Water Table Present?
Saturation Present?
(includes capillary fringe)
Yes
Yes
Yes
N o X Depth (inches):
N o X Depth (inches):
N o X Depth (inches):
N/A
>20
>20
Wetland Hydrology Present? Yes No X
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
No positive indication of wetland hydrology was observed,
US Army Corps of Engineers
Great Plains Version 2.0
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