39
U.S. Department of the Interior Bureau of Indian Affairs 1 2 Uintah and Ouray Agency – Fort Duchesne, Utah 3 4 3D Seismic Geophysical Survey 5 Draft Environmental Assessment No. U&O-FY14-Q4-XXX 6 7 Location: Township 3 South, Range 1 West (Uintah Special Base & Meridian [USB&M]) 8 Township 4 South, Range 1 West (USB&M) 9 Township 2 South, Range 1 East (USB&M) 10 Township 2 South, Range 2 East (USB&M) 11 Township 2 South, Range 3 East (USB&M) 12 Township 3 South, Range 1 East (USB&M) 13 Township 3 South, Range 2 East (USB&M) 14 Township 3 South, Range 3 East (USB&M) 15 Township 4 South, Range 1 East (USB&M) 16 Township 4 South, Range 2 East (USB&M) 17 Township 4 South, Range 3 East (USB&M) 18 19 And 20 21 Township 6 South, Range 19 East (Salt Lake Base & Meridian [SLB&M]) 22 Township 6 South, Range 20 East (SLB&M) 23 Township 7 South, Range 19 East (SLB&M) 24 Township 7 South, Range 20 East (SLB&M) 25 Township 8 South, Range 19 East (SLB&M) 26 Township 8 South, Range 20 East (SLB&M) 27 28 Uintah and Duchesne Counties, Utah. 29 30 Applicant: Crescent Point Energy U.S. Corp. 31 555 17 th Street, Suite 750 32 Denver, CO 80202 33 34 35 36 Prepared by: 37 38 39 February 2014 40

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Page 1: 3D Seismic Geophysical Survey Draft Environmental

U.S. Department of the Interior Bureau of Indian Affairs 1

2

Uintah and Ouray Agency – Fort Duchesne, Utah 3

4

3D Seismic Geophysical Survey 5

Draft Environmental Assessment No. U&O-FY14-Q4-XXX 6

7

Location: Township 3 South, Range 1 West (Uintah Special Base & Meridian [USB&M]) 8

Township 4 South, Range 1 West (USB&M) 9

Township 2 South, Range 1 East (USB&M) 10

Township 2 South, Range 2 East (USB&M) 11

Township 2 South, Range 3 East (USB&M) 12

Township 3 South, Range 1 East (USB&M) 13

Township 3 South, Range 2 East (USB&M) 14

Township 3 South, Range 3 East (USB&M) 15

Township 4 South, Range 1 East (USB&M) 16

Township 4 South, Range 2 East (USB&M) 17

Township 4 South, Range 3 East (USB&M) 18

19

And 20

21

Township 6 South, Range 19 East (Salt Lake Base & Meridian [SLB&M]) 22

Township 6 South, Range 20 East (SLB&M) 23

Township 7 South, Range 19 East (SLB&M) 24

Township 7 South, Range 20 East (SLB&M) 25

Township 8 South, Range 19 East (SLB&M) 26

Township 8 South, Range 20 East (SLB&M) 27

28

Uintah and Duchesne Counties, Utah. 29

30

Applicant: Crescent Point Energy U.S. Corp. 31

555 17th Street, Suite 750 32

Denver, CO 80202 33

34

35

36

Prepared by: 37

38

39 February 2014 40

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Randlett 3D Seismic Geophysical Survey i

Draft Environmental Assessment No. U&O-FY14-Q4-XXX

TABLE OF CONTENTS 1

TABLE OF CONTENTS ........................................................................................................................... I 2

LIST OF TABLES ................................................................................................................................... III 3

LIST OF FIGURES .................................................................................................................................. IV 4

LIST OF APPENDICES ........................................................................................................................... V 5

ACRONYMS AND ABBREVIATIONS ................................................................................................. VI 6

1.0 PURPOSE AND NEED .................................................................................................................. 1 7

1.1 INTRODUCTION ............................................................................................................................ 1 8

1.2 BACKGROUND .............................................................................................................................. 3 9

1.3 AGENCY PURPOSE AND NEED STATEMENT FOR THE PROPOSED ACTION ............................... 4 10

1.4 THE EA DECISION-MAKING PROCESS ....................................................................................... 4 11

1.5 RELATIONSHIP TO STATUTES, REGULATIONS AND PLANS ....................................................... 5 12

1.6 SUMMARY OF SCOPING AND IDENTIFICATION OF ISSUES ......................................................... 6 13

1.6.1 Scoping Summary ........................................................................................................... 6 14

1.6.2 Resources Potentially Affected ....................................................................................... 7 15

1.6.2.1 Air Quality ......................................................................................................................... 7 16

1.6.2.2 Soils ................................................................................................................................... 7 17

1.6.2.3 Water Resources ................................................................................................................ 7 18

1.6.2.4 Vegetation, Including Special Status Plant Species and Invasive/Noxious Weeds ........... 8 19

1.6.2.5 Fish and Wildlife, Including Special Status Species ......................................................... 8 20

1.6.2.6 Cultural Resources ............................................................................................................ 8 21

1.6.2.7 Noise and Light ................................................................................................................. 8 22

1.6.3 Other Potentially Affected Resources ........................................................................... 8 23

1.7 SUMMARY ................................................................................................................................... 10 24

2.0 PROPOSED ACTION AND ALTERNATIVES ........................................................................ 11 25

2.1 PROPOSED ACTION ALTERNATIVE ........................................................................................... 11 26

2.1.1 Project Timeline ............................................................................................................ 11 27

2.1.1.1 Operations Schedule ....................................................................................................... 11 28

2.1.1.2 Schedule of Survey Activities ........................................................................................... 13 29

2.1.2 Workforce ...................................................................................................................... 13 30

2.1.3 Preliminary Planning and Field Surveys .................................................................... 13 31

2.1.3.1 Permitting ........................................................................................................................ 13 32

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Randlett 3D Seismic Geophysical Survey ii

Draft Environmental Assessment No. U&O-FY14-Q4-XXX

2.1.3.2 Pre-Plot Surveying .......................................................................................................... 13 1

2.1.4 Seismic Survey Activity ................................................................................................ 15 2

2.1.4.1 Survey Operations ........................................................................................................... 15 3

2.1.4.2 Vibrator Source Operation.............................................................................................. 17 4

2.1.4.3 Shot Hole Drilling Operations ........................................................................................ 20 5

2.1.4.4 Recording Operations ..................................................................................................... 21 6

2.1.4.5 Data Acquisition .............................................................................................................. 22 7

2.1.4.6 Main Staging, Mini-Staging Areas/Landing Zones, and Support Operations ................ 23 8

2.1.4.7 Cleanup and Demobilization ........................................................................................... 23 9

2.1.5 Applicable Regulatory Requirements, Proposed Mitigation Measures, and 10

Applicant – Committed Environmental Protection Measures ...................................................... 23 11

2.1.5.1 Mitigation Measures ....................................................................................................... 24 12

2.1.5.2 Applicant-Committed Environmental Protection Measures ........................................... 24 13

2.1.6 Estimated Surface Disturbance .................................................................................... 28 14

2.2 NO ACTION ALTERNATIVE ....................................................................................................... 30 15

16

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Randlett 3D Seismic Geophysical Survey iii

Draft Environmental Assessment No. U&O-FY14-Q4-XXX

LIST OF TABLES 1

2 Table 1.2-1 Randlett 3D Seismic Survey Land Status Acreage Summary ............................................ 3 3

Table 1.6-1 List of Participants at the March 4, 2014 Agency Scoping Meeting .................................. 7 4

Table 1.6-2 Resources and Environmental Elements Not Carried Forward Following Internal 5

Scoping ............................................................................................................................... 8 6

Table 2.1.4-1 Resource-Specific Offset Distances for Source Points and Other Facilities ..................... 16 7

Table 2.1.4-2 Offset Distances from Existing Infrastructure for Source Points and Other Facilities ..... 17 8

Table 2.1.4-3 Minimum Safe Offset Distances for Vibrator Truck Operations ...................................... 18 9

Table 2.1.6-1 Estimated Surface Disturbance by Surface Land Owner for the Proposed Randlett 10

3D Seismic Geophysical Survey Project .......................................................................... 29 11

Table 2.1.6-2 Estimated Surface Disturbance by Project Feature ........................................................... 30 12

13

14

15

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Randlett 3D Seismic Geophysical Survey iv

Draft Environmental Assessment No. U&O-FY14-Q4-XXX

LIST OF FIGURES 1

2 Figure 1.1-1 Project Area ........................................................................................................................ 2 3

Figure 2.1-1 Proposed Source and Receiver Points ............................................................................... 12 4

Figure 2.1.2-1 Existing Access Roads ...................................................................................................... 14 5

Figure 2.1.4-1 “Typical” Vibroseis Truck Thumper Plate. ...................................................................... 18 6

Figure 2.1.4-2 Proposed Access Routes ................................................................................................... 19 7

Figure 2.1.4-3 “Typical” Wireless Geophone .......................................................................................... 21 8

Figure 2.1.4-4 “Typical” Geophone and Cables ....................................................................................... 22 9

10

11

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Draft Environmental Assessment No. U&O-FY14-Q4-XXX

LIST OF APPENDICES 1

Appendix A Surface Land Owners/Administrators Information ......................................................... A-1 2

3

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Draft Environmental Assessment No. U&O-FY14-Q4-XXX

ACRONYMS AND ABBREVIATIONS 1

3D ............................................... Three-Dimensional 2

ACEPM ...................................... Applicant-Committed Environmental Protection Measures 3

BIA ............................................. Bureau of Indian Affairs 4

BLM ........................................... Bureau of Land Management 5

CEQ ........................................... Council on Environmental Quality 6

CFR ............................................ Code of Federal Regulations 7

COA ........................................... Condition of Approval 8

Crescent Point ............................ Crescent Point Energy 9

DR .............................................. Decision Record 10

EA .............................................. Environmental Assessment 11

EDA ........................................... Exploration and Development Agreement 12

EIS ............................................. Environmental Impact Statement 13

ESA ............................................ Endangered Species Act of 1973 14

FONSI ........................................ Finding of No Significant Impact 15

IDT ............................................. Interdisciplinary Team 16

NEPA ......................................... National Environmental Policy Act 17

NRHP ......................................... National Register of Historic Places 18

OHV ........................................... Off-Highway Vehicle 19

ROW .......................................... Right-of-Way 20

SLB&M ..................................... Salt Lake Base & Meridian 21

SMA ........................................... Surface Management Agency 22

SUA ........................................... Surface Use Agreement 23

Tribe ........................................... Ute Indian Tribe 24

U.S.C. ......................................... United States Code 25

USB&M ..................................... Uintah Special Base & Meridian 26

USDI .......................................... United States Department of the Interior 27

USEPA ....................................... United States Environmental Protection Agency 28

USFWS ...................................... United States Fish and Wildlife Service 29

UTERO ...................................... Ute Tribal Employment Rights Office 30

UTV ........................................... Utility Vehicle 31

32

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1.0 PURPOSE AND NEED 1

1.1 INTRODUCTION 2

This Environmental Assessment (EA) has been prepared to analyze the potential impacts of Crescent 3

Point Energy’s (Crescent Point) proposed Randlett three-dimensional (3D) seismic geophysical survey of 4

approximately 90,368 acres of land within Duchesne and Uintah Counties, Utah (Proposed Action). 5

Surface ownership/administration within the Project Area includes lands owned by the Ute Indian Tribe 6

(Tribe/Tribal), allottee lands, privately owned lands, and lands managed by the Bureau of Land 7

Management (BLM) and State of Utah. The proposed Project Area and corresponding surface ownership 8

is depicted in Figure 1.1-1. Tribal and individual Indian allottee lands are managed in trust by the United 9

States Bureau of Indian Affairs (BIA) Uintah and Ouray Agency. The Proposed Action constitutes an 10

externally initiated proposal that is considered a federal action subject to analysis by a federal lead agency 11

under the National Environmental Policy Act (NEPA). According to the terms of the Mineral Leasing 12

Act of 1920, the BIA is authorized to act as the surface management agency (SMA) for Tribal and 13

allotted lands, and is responsible for lease issuance, administration, and surface management. Since 14

approximately 40 percent of the surface rights within the Project Area are administered by the BIA, the 15

BIA is considered the federal lead agency for the Proposed Action, and federal jurisdiction of the project 16

is assumed by the BIA. 17

18

This EA provides information needed by the BIA to evaluate the potential direct, indirect, and cumulative 19

impacts that could result with the implementation of either the Proposed Action Alternative or the No 20

Action Alternative. Based on the evaluation, the BIA determines whether a “Finding of No Significant 21

Impact” (FONSI) will be prepared or whether an Environmental Impact Statement (EIS) may be required. 22

A FONSI is a document that briefly presents the reasons why implementation of the Proposed Action or 23

alternatives would not result in significant adverse environmental impacts on the existing environment. If 24

the BIA determines that the proposed project or alternatives would not result in significant adverse 25

impacts, when considering the context and intensity of potential impacts following consideration of 26

impact analysis and applied mitigation in the EA, a Decision Record (DR) and FONSI would be prepared 27

and executed, thus approving the Tribal selected alternative. If the proposed project is found to have 28

significant impacts, an EIS may be required. 29

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U i n t a hU i n t a hD u c h e s n eD u c h e s n e

T3S R1E

T4S R2E

T3S R1W

T4S R1E

T3S R2E

T7S R20E

T4S R1W

T8S R20E

T8S R17E

T6S R20ET2S R1ET2S R1W

T4S R3E

T3S R2W

T2S R2ET6S R19E

T8S R18E

T4S R2W

T7S R19E

T2S R2W

T8S R16E

T5S R2E T5S R3E

The information included on this graphic representation has been compiled from a variety of sources and is subject to change without notice. Kleinfelder makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. This document is not intended for use as a land survey product nor is it designed or intended as a construction design document. The use or misuse of the information contained on this graphic representation is at the sole risk of the party using or misusing the information.

£

PROJECT NO.DRAWN:DRAWN BY:CHECKED BY:FILE NAME:www.kleinfelder.com

FIGURE0 1 20.5 Miles

Randlett 3D SeismicProject Area

Crescent Point Energy1.1-1

Seismic3D_ProjectArea.mxd

A. SmithB. McDavid2/26/2014

20143157.001ALegendProject Area BoundaryMajor RoadCounty Boundary

LDWP LandState LandPrivate Land

BOR LandBLM LandBIA Land

Project Location

Mapping Reference: ESRI Online, Accessed, Feb 2014Land Ownership: Sage Geodetic LLC, 2014

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Chapter 1 – Purpose and Need

Randlett 3D Seismic Geophysical Survey Project 3

Draft Environmental Assessment No. U&O-FY14-Q4-XXXX

1.2 BACKGROUND 1

Crescent Point’s Project Area for the Randlett 3D seismic geophysical survey overlaps Crescent Point’s 2

Randlett Exploration Development Agreement (EDA) area and the eastern portion of its Rocky Point 3

EDA area, located south and southeast of Ft. Duchesne and involving the unincorporated communities of 4

Randlett and Independence. The Project Area consists of approximately 90,368 acres (141.2 square 5

miles) within Duchesne and Uintah Counties and occupies portions of Townships 3 and 4 South, Range 1 6

West; Townships 2 through 4 South, Ranges 1 through 3 East (Uintah Special Base & Meridian 7

[USB&M]); and Townships 6 through 8 South, Ranges 19 and 20 East (Salt Lake Base & Meridian 8

[SLB&M]). The distribution of ownership and/or administration is summarized in Table 1.2-1. Specific 9

location and ownership information about each land tract in the Project Area is provided in Appendix A. 10

11

Table 1.2-1: Randlett 3D Seismic Survey Land Status Acreage Summary 12

Description Percent of Project

Area Acres Square Miles

Private Land 56.4 51,395 80.3

BIA Administered1 38.0 34,670 54.2

Bureau of Land Management 2.3 2,079 3.2

Utah State 0.4 346 0.5

Bureau of Reclamation2 1.2 1,099 1.7

Lower Duchesne River Wetlands

Mitigation Project 1.8 1,554 2.4

Total 100.1 91,1433 142.3

3

Source: Sage Geodetic 2014 13 1Includes Tribal land and individual Indian allottee land held in trust by the United States under the administration of the BIA. 14 2 Under the administration of the Utah Reclamation Mitigation and Conservation Commission. 15 3 Due to topology limitations of available surface ownership GIS data, surface area calculations by owner/administrator result in 16 greater total surface area than actual Project Area surface area. 17

18

Crescent Point’s Proposed Action would provide data needed to develop a geologic structural and 19

stratigraphic interpretation of the Wasatch and Green River formations underlying the Project Area. A 20

3D seismic survey provides information about underground geology by utilizing a 3D seismograph data 21

collection system to analyze and three-dimensionally illustrate subsurface geologic structures and 22

stratigraphy, thereby detecting previously undetectable fractures in the formations that can contain 23

economical quantities of hydrocarbons. Completion of the Proposed Action would generate data that can 24

be used to more accurately define the location of potential reservoirs of commercial quantities of 25

hydrocarbons, thereby reducing unnecessary drilling and associated roads, pads, and other surface 26

disturbances. The proposed survey would support verification of existing subsurface geologic data from 27

any previous adjacent geophysical surveys and drilling on Crescent Point’s existing lease areas, and 28

would facilitate collection of new data in portions of the Project Area where drilling and/or geophysical 29

surveys have not occurred. 30

31

32

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Chapter 1 – Purpose and Need

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Draft Environmental Assessment No. U&O-FY14-Q4-XXXX

1.3 AGENCY PURPOSE AND NEED STATEMENT FOR THE PROPOSED ACTION 1

The mission of the BIA is to fulfill its trust responsibilities and promote self-determination on behalf of 2

Tribal governments, American Indians, and Native Alaskans. Therefore, the purpose of conducting a 3D 3

seismic geophysical survey on Tribal lands is to develop oil and gas resources to generate revenue that 4

would contribute to fostering Tribal economic independence. Assisting the Tribe with further developing 5

its oil and gas resources is consistent with the mission of the BIA, set out in the following authorities: 6

7

• Mineral Leasing Act of 1920 (30 U.S.C. 181 et seq.); 8

• Indian Mineral Leasing Act of 1938 (25 U.S.C. 396a-g); 9

• Mining and Mineral Policy Act of 1970 (30 U.S.C. 21 et seq.); 10

• Indian Mineral Development Act of 1982 (25 U.S.C. 2102 et seq.); 11

• Bureau of Indian Affairs regulations (25 CFR §§1-299); and 12

• The Indian Tribal Energy Development and Self-Determination Act of 2005 (Title V of the 13

Energy Policy Act of 2005, Section 501). 14

15

Specifically, the BIA’s purposes for this National Environmental Policy Act (NEPA) action are to: 16

17

• Provide compliance with the terms and conditions contained in the established mineral lease 18

agreements with the Tribe and individual allottees, as well as associated communitization/ 19

unitization agreements, by allowing seismic operations to be conducted in compliance with the 20

regulations contained therein; 21

• Encourage the possible development of domestic oil and gas reserves throughout the Project Area 22

as a result of increased data acquisition; and 23

• Ensure compliance with applicable federal, state, and county and Tribal laws and regulations. 24

25

The BIA needs to respond to Crescent Point’s request to conduct the proposed seismic survey and to 26

ensure that mineral resources on American Indian land held in trust by the United States are developed in 27

a manner that maximizes the Ute Indian Tribe’s best economic interests and minimizes any adverse 28

environmental impacts resulting from such exploration and development. 29

30

1.4 THE EA DECISION-MAKING PROCESS 31

As discussed in Section 1.1, Introduction, this EA was prepared in accordance with the NEPA of 1969 32

and in compliance with the Council of Environmental Quality (CEQ) regulations (40 Code of Federal 33

Regulations [C.F.R.] Parts 1500-1508) implementing NEPA, and U.S. Department of the Interior (USDI) 34

requirements (Department Manual 516, Environmental Quality). 35

According to the terms of the Mineral Leasing Act of 1920, the BIA is the agency authorized to manage 36

Tribal land and individual Indian allotee surface and mineral interests. Approximately 40 percent of the 37

surface rights within the Project Area are administered by the BIA. Therefore, the BIA is the lead agency 38

in this process, and federal jurisdiction of the Crescent Point Randlett 3D Seismic Geophysical Survey 39

project is assumed by the BIA, which may issue a DR for this EA attendant to Tribal approval. 40

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Chapter 1 – Purpose and Need

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Draft Environmental Assessment No. U&O-FY14-Q4-XXXX

Approximately 2 percent of lands in the proposed Project Area are managed by the BLM, Vernal Field 1

Office (VFO). As such, BLM VFO is a cooperating agency on this EA. 2

Within the DR, the BIA will determine: 3

• Whether the analysis contained within this document is adequate for the purposes of reaching 4

informed decisions regarding Crescent Point’s Proposed Action; 5

• Whether the Proposed Action or No Action Alternative involve the potential for “significant” 6

impacts, as defined by 40 CFR 150.27; 7

• Whether to approve the Proposed Action, select a different alternative, or a combination of 8

alternatives; 9

• Whether the Proposed Action and No Action Alternative are in conformance with applicable land 10

and resource management plans and programmatic plans developed under NEPA; and 11

• The Conditions of Approval (COAs) that may be attached to the DR. 12

13

The Tribe is integrally involved in the decision-making processes for permitting activities on Tribal lands; 14

all final approvals are granted only with Tribal concurrence. The Tribe’s Energy and Minerals 15

Department is also responsible for reviewing and approving all energy and minerals applications 16

involving Tribal surface. 17

18

The decision and subsequent COAs developed through this EA would apply only to BIA-administered 19

lands within the Project Area. The BLM may attach additional COAs applicable only to BLM-20

administered land through the issuance of a Documentation of NEPA Adequacy accepting this EA and 21

the selected alternative. 22

23

1.5 RELATIONSHIP TO STATUTES, REGULATIONS AND PLANS 24

As previously stated, the requirements and decision in this EA would only apply to BIA-administered 25

land, i.e. Tribal and allotted lands. The Proposed Action Alternative and the No Action Alternative are 26

consistent with federal, state, and county laws, regulations, and plans as discussed below. 27

28

The proposed seismic exploration is consistent with the current Uintah and Duchesne County land use 29

plans. The County Plans provide general management guidance for private land within the Project Area. 30

Mineral exploration and development are consistent with the counties’ multiple use philosophies for 31

management of public lands. Both counties see mineral exploration and development as temporary use of 32

the land that would not impair its use for other purposes in the future. Both county plans state all oil and 33

mineral exploration activities shall comply with appropriate laws and regulations (Uintah County 2007; 34

Duchesne County 2005). 35

36

The Tribe is integrally involved in the decision-making processes for permitting activities on the 37

Reservation; all final approvals are granted only with Tribal concurrence. The Tribe’s Energy and 38

Minerals Department is also responsible for reviewing and approving all energy and minerals applications 39

involving Tribal surface. 40

41

42

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Draft Environmental Assessment No. U&O-FY14-Q4-XXXX

Under provisions of Section 7 (a)(2) of the Endangered Species Act (ESA) (16 U.S.C. Section 1536), 1

federal agencies must ensure that any action authorized, funded, or implemented by the agency does not 2

jeopardize the continued existence of any species listed or proposed for listing, or result in the destruction 3

or adverse modification of critical habitat of such species. Section 7(b) of the ESA requires the U.S. Fish 4

and Wildlife Service (USFWS) to issue a written statement providing an opinion of how the proposed 5

action may or may not affect listed species or critical habitat. Formal consultation with the USFWS 6

pursuant to Section 7 of the ESA was conducted for the proposed project. A summary of the biological 7

opinion (BO) is detailed in Chapter 4, Environmental Consequences. A summary of formal consultation 8

with the USFWS is presented in Chapter 5, Consultation and Coordination. 9

10

Prior to any surveying or operations, Crescent Point and its contractors would obtain proper Tribal 11

business licenses, access permits, and resolutions, and would be Ute Tribal Employment Rights Office 12

(UTERO) compliant. 13

14

Crescent Point and its contractors would obtain SUAs with all surface private landowners. Also, proper 15

authorizations would be obtained from the Tribe and individual Indians that own allotted lands via the 16

BIA. Crescent Point would assure that proper authorizations are received from surface landowners and 17

any other lessees that have rights to BIA-administered minerals prior to beginning any seismic operations. 18

19

1.6 SUMMARY OF SCOPING AND IDENTIFICATION OF ISSUES 20

1.6.1 Scoping Summary 21

Due to the exploratory and temporary nature of the proposed project, no external public scoping was 22

conducted. Crescent Point was initially pursuing a Letter of Authorization from BIA for this project 23

under 516 Departmental Manual (DM) 10.5, G.1, which identifies minerals and the approval of permits 24

for geological mapping inventory and reconnaissance as a BIA federal action that is categorically 25

excluded from detailed assessment under NEPA. The BIA initiated informal consultation with the 26

USFWS in December 2013 to brief the USFWS on the proposed project and to identify issues and 27

concerns relative to species covered under the ESA. A draft BA was prepared to assist in project 28

discussions with the USFWS when this project was being considered for approval via a Categorical 29

Exclusion. As a result of this informal consultation, BIA decided an EA should be prepared for the 30

proposed project. 31

32

An interagency scoping meeting was held on March 4, 2014. Participants at the agency meeting are listed 33

in Table 1.6-1 below. 34

35

36

37

38

39

40

41

42

43

44

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Draft Environmental Assessment No. U&O-FY14-Q4-XXXX

Table 1.6-1: List of Participants at the March 4, 2014 Interagency Scoping Meeting 1

Name Representing Responsibility

2

1.6.2 Resources Potentially Affected 3

The BIA NEPA Handbook (2012) identifies a range of critical environmental resources that must be 4

considered during the NEPA process. During the internal agency scoping process, those resources that are 5

known or likely to occur within the Project Area and that may be affected by the Proposed Action were 6

identified. Those critical environmental resources are listed below and are then more fully described in 7

Chapter 3, Affected Environment. The anticipated impacts to the affected resources are disclosed in 8

Chapter 4, Environmental Consequences. 9

10

Critical environmental resources and components that are known or likely to exist within the Project Area 11

or that may be indirectly or cumulatively affected by the project include air quality; soils; water resources, 12

including surface water, wetlands, floodplains, and Waters of the U.S.; vegetation, including noxious and 13

invasive species and special status plant species; wildlife, including special status species; cultural 14

resources; and noise and light. Each resource or component is briefly described below, including the 15

potential type and extent of impacts resulting from the Proposed Action. 16

17

1.6.2.1 Air Quality 18

• Potential impacts from fugitive dust emissions during survey activities. 19

20

1.6.2.2 Soils 21

• Potential impacts from soil compaction and increased susceptibility of the soils to wind and water 22

erosion. 23

24

1.6.2.3 Water Resources 25

• Potential impacts to the quality of surface water resources, including floodplains and wetland 26

zones, from soil erosion. 27

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Draft Environmental Assessment No. U&O-FY14-Q4-XXXX

1.6.2.4 Vegetation, Including Special Status Plant Species and Invasive/Noxious Weeds 1

• Potential impacts to individuals and potential habitat for Sclerocactus wetlandicus and 2

Sclerocactus brevispinus. 3

4

1.6.2.5 Fish and Wildlife, Including Special Status Species 5

• Temporary noise and motion during survey activities, resulting in increases in the potential for 6

disruption to habitat and individuals. 7

8

1.6.2.6 Cultural Resources 9

• Potential impacts on historic, pre-historic and traditional cultural properties associated with 10

ground disturbing activities; and 11

• Potential impacts to Native American religious and cultural sites and/or artifacts within the 12

Project Area. 13

14

1.6.2.7 Noise and Light 15

• Potential impacts associated with temporary vehicle and helicopter noise and light during survey 16

activities. 17

18

1.6.3 Other Potentially Affected Resources 19

20

Those resources and environmental elements identified as not present or not impacted to a degree that 21

detailed analysis is required are described below in Table 1.6-2 and are not carried forward in the EA. 22

23

Table 1.6-2: Resources and Environmental Elements Not Carried Forward Following Internal 24

Scoping 25

Resource or Environmental Element Reason Resource or Environmental Element was Not

Carried Forward

Land Resources – Topography, geologic setting, and

mineral resources

As staging areas would be located on existing or

previously disturbed areas and new surface disturbance

associated with the Proposed Action is limited to off-

road vehicle travel, the project is expected to have

negligible effects on topographic resources. The project

would have no effect on the geologic setting of the

Project Area, nor are there conflicts with mineral

resources. No unique or important land resources are

found in the Project Area.

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Chapter 1 – Purpose and Need

Randlett 3D Seismic Geophysical Survey Project 9

Draft Environmental Assessment No. U&O-FY14-Q4-XXXX

Resource or Environmental Element Reason Resource or Environmental Element was Not

Carried Forward

Paleontology

Three distinct geologic units crop out in the Project

Area: Quaternary alluvium/colluvium, the Duchesne

River and the Uinta Formations. The Uinta Formation is

subdivided into three informal subunits, of which Units

B and the lower portion of C are renowned for their

vertebrate fossil assemblages, particularly mammals.

Within the Project Area, subunits B and C are exposed,

with B being the most fossiliferous. As a result of this

preliminary assessment, a pedestrian field survey of the

proposed seismic lines and new access routes was

conducted between August 1 and October 16, 2013 and

field checked in November 2013 (Outlaw Engineering

2013d). The survey revealed a total of 147 new

localities, 144 localities within the Uinta Formation

(Unit C = 80; Unit B = 64) and the remaining three sites

were not assigned to a unit. According to Outlaw

Engineering, most (80 percent) of the localities have

little scientific value and are not considered to be at risk

(Outlaw Engineering 2013d). There are nine notable

localities within the source/receiver line routes that

could be at risk. COAs identified for paleontological

resources in Section 2.1.5.2, such as a 2-meter

avoidance buffer, would be adhered to, thus minimizing

adverse impacts to scientifically important fossils within

the Project Area.

Public Health and Safety

Crescent Point commits to implement specific health and

safety protection measures and adhere to agency SOPs

for seismic projects as shown in Section 2.1.5.2.

Implementation of these actions would effectively

minimize any risk to public health and safety.

Resource Use Patterns - Hunting/fishing/gathering,

timber/forest product harvesting, agriculture, mining,

recreation, transportation networks, land-use plans

Hunting/fishing/gathering, hard-rock mining,

recreational uses, and transportation networks are either

not present or would be temporarily affected such that

any impacts would be immeasurable.

The proposed timing of the seismic project is after

September 1, generally accepted to be the last date of

irrigation activities on private/allottee lands, thus

minimizing disruption of farming/ranching operations on

private/allottee agricultural land.

Currently the Tribe does not have a general Reservation

Management Plan.

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Chapter 1 – Purpose and Need

Randlett 3D Seismic Geophysical Survey Project 10

Draft Environmental Assessment No. U&O-FY14-Q4-XXXX

Resource or Environmental Element Reason Resource or Environmental Element was Not

Carried Forward

Socio-economic Conditions and Environmental Justice

The Tribe has passed and/or amended ordinances that

apply to all Reservation employers. These ordinances

require enterprises doing business within the

Reservation to employ, to the greatest extent possible,

Tribal members and Tribally-owned subcontractors.

These ordinances are Ordinance No. 92-07, “The

Contracting Preference Ordinance” (signed in 1992) and

Ordinance 10-001, “An Ordinance Amending Ute

Ordinance No. 09-002, No. 92-07 and Resolution 92-

011, establishing the UTERO Ordinance and Repealing

Resolution 02-088” (signed in 2010). Crescent Point, in

compliance with these Tribal Resolutions, would afford

increased employment opportunities for Tribal members;

thus, potentially improving individual economic

conditions for Tribal members, at least temporarily.

There is a potential for a disproportionate adverse effect

to the Ute Tribe under the No Action Alternative due to

the potential lost efficiency in drilling wells in the

Project Area. However, the No Action alternative would

not preclude or prevent the Indian trust minerals from

being developed. Also, in relation to ongoing energy

development throughout the Project Area and elsewhere

in the Uinta Basin, the Proposed Action and alternatives

would not result in any substantial impacts to the social

or economic status of Uintah and Duchesne Counties or

nearby communities.

1

1.7 SUMMARY 2

This chapter has presented the Purpose and Need for the proposed project, as well as resources that may 3

be affected by the implementation of the project or alternatives evaluated within the EA. The Proposed 4

Action Alternative and the No Action Alternative are presented in Chapter 2, Proposed Action and 5

Alternatives. Chapter 3, Affected Environment describes the resources and components that may be 6

affected by this exploratory project. The potential environmental impacts or consequences resulting from 7

the implementation of each alternative are then analyzed in Chapter 4, Environmental Consequences. 8

9

10

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Randlett 3D Seismic Geophysical Survey Project 11

Draft Environmental Assessment No. U&O-FY14-Q4-XXXX

2.0 PROPOSED ACTION AND ALTERNATIVES 1

This EA evaluates potential direct, indirect and cumulative effects resulting from the Proposed Action 2

Alternative and No Action Alternative. The No Action Alternative, required by the CEQ regulations 3

implementing NEPA, is considered and analyzed to provide a baseline for comparison of the impacts of 4

the Proposed Action Alternative. No additional alternatives were considered. 5

6

2.1 PROPOSED ACTION ALTERNATIVE 7

Crescent Point proposes to conduct a 3D seismic geophysical survey for approximately 90,368 acres of 8

land in Duchesne and Uintah Counties in northeastern Utah. The distribution of ownership and/or 9

administration was described in Chapter 1, depicted on Figure 1.1-1, and summarized in Table 1.2-1. 10

As part of the seismic survey, Crescent Point would generate sonic energy through Vibroseis or dynamite 11

shothole technology. Energy source points, which are sites along source lines where either Vibroseis 12

vehicles or dynamite shotholes would be located, would be oriented in lines positioned in an east-to-west 13

array, perpendicular to the receiver arrays. The source points would be spaced at an interval of 186.7 feet 14

with a line separation of about 1,320 feet, for a total of 22,671 energy source points (approximately160 15

points per square mile). The exact number of Vibroseis or dynamite shothole energy source would be 16

determined once the source point civil survey phase of the project has been completed; however, Crescent 17

Point’s preferred method is Vibroseis. Data receivers would be oriented in lines in a north-to-south array. 18

The data receivers, comprising a string of six geophone sensors, would be spaced at an interval of about 19

132 feet with a line separation of 792 feet, for a total of 37,690 data receiver points (approximately 268 20

points per square mile). Of these 37,690 receiver points, a total of 22 lines of 180 receivers 21

(approximately 3,960 points) would be active for the actual recording of each individual source point. 22

The proposed source and receiver points are depicted on Figure 2.1-1. No new access roads or 23

workspaces would be constructed. Further details on seismic survey activities are provided below. 24

25

2.1.1 Project Timeline 26

Project operations are planned to begin in fall 2014. Actual activities would continue for approximately 30 27

weeks from survey commencement. Source hole drilling and data recording operations are expected to 28

take about 18 weeks, including weather delays, mobilization, and demobilization. The project consists of 29

permitting, civil surveying, source hole drilling, recording, and demobilization and cleanup. 30

31

2.1.1.1 Operations Schedule 32

The Proposed Action would be conducted in four phases (Table 2.1.1-1) 33

Phase Activity Schedule

Phase I 1 Permitting and Civil Survey September 2014

Phase II Source Hole Drilling September 2014 – October 2014

Phase III Data Acquisition/Recording/Demobilization October 2014 – January 2015

Phase IV Operation Cleanup and Completion February 2015

1Applicable permits and approvals would be acquired from the Ute Tribe, BIA, Private Landowners, Utah Division of Oil, Gas 34 and Mining, BLM and Bureau of Reclamation (BOR) and Duchesne County agencies. Required resource surveys would be 35 conducted concurrent with the civil survey. 36

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U i n t a hU i n t a hD u c h e s n eD u c h e s n e

T3S R1E

T4S R2E

T3S R1W

T4S R1E

T3S R2E

T7S R20E

T4S R1W

T8S R20E

T8S R17E

T6S R20ET2S R1ET2S R1W

T4S R3E

T3S R2W

T2S R2ET6S R19E

T8S R18E

T4S R2W

T7S R19E

T2S R2W

T8S R16E

T5S R2E T5S R3E

The information included on this graphic representation has been compiled from a variety of sources and is subject to change without notice. Kleinfelder makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. This document is not intended for use as a land survey product nor is it designed or intended as a construction design document. The use or misuse of the information contained on this graphic representation is at the sole risk of the party using or misusing the information.

£

PROJECT NO.DRAWN:DRAWN BY:CHECKED BY:FILE NAME:www.kleinfelder.com

FIGURE0 1 20.5 Miles

Randlett 3D SeismicProposed Source and Receiver Points

Crescent Point Energy2.1-1

Seismic3D_SourceReceiverNEW.mxd

A. SmithB. McDavid2/26/2014

20143157.001ALegendProject Area Boundary

!( Vibroseis Points!( Helicopter Shot Hole Points!( Shot Hole Points

!( Receiver PointsLDWP LandState LandPrivate Land

BOR LandBLM LandBIA LandCounty Boundary

Project Location

Mapping Reference: ESRI Online, Accessed, Feb 2014Land Ownership & Survey Data: Sage Geodetic LLC, 2014

Page 22: 3D Seismic Geophysical Survey Draft Environmental

Chapter 2 – Proposed Action and Alternatives

Randlett 3D Seismic Geophysical Survey Project 13

Draft Environmental Assessment No. U&O-FY14-Q4-XXXX

2.1.1.2 Schedule of Survey Activities 1

Geophysical survey activities would proceed systematically from the western edge of the Project Area 2

and continue working to the east through project completion. Specific activities, in order of occurrence, 3

would include: 4

• Permitting for surface entry. 5

• Civil surveying to determine source point locations. 6

• Drilling of source holes, proceeding generally from east to west or as field logistics dictate. 7

Drilling activity would commence once necessary clearances have been attained. 8

• Recording crews mobilizing and deploying for setting of geophone (receiver stations) arrays. 9

• Recording of individual source points. 10

• Cleaning and demobilizing operations. 11

12

2.1.2 Workforce 13

During data recording, crewmembers would be organized into working teams of four to six individuals. 14

In addition, troubleshooting operators would travel via pickup trucks on existing roads or two-tracks, by 15

foot, or by all-terrain vehicles/utility vehicles (ATV/UTVs) (single pass only). Existing roads, two-16

tracks, and trails that may be utilized for the Project are depicted in Figure 2.1.2-1. If ATV/UTVs are 17

needed on Tribal/allotted lands, the Ute Tribe’s Energy and Minerals Department would be contacted for 18

approval. Crew members would carpool daily to the Project Area in the morning and return to nearby 19

lodging facilities. Approximately 50 to 70 crewmembers would be necessary to conduct operations. 20

21

2.1.3 Preliminary Planning and Field Surveys 22

23

2.1.3.1 Permitting 24

Prior to any surveying or operations, Crescent Point’s selected seismic company and their contractors 25

would obtain proper Tribal business licenses, access permits, Resolutions, and would be UTERO 26

compliant. 27

28

Crescent Point’s selected seismic company and their contractors would obtain surface use agreements 29

(SUAs) with all surface private landowners. Also, proper authorizations would be obtained from the 30

Tribe and individual Indians that own allotted lands via the BIA. 31

32

Crescent Point’s selected seismic company would assure that proper authorizations are received from 33

surface landowners and any other lessees that have rights to BIA-administered minerals prior to beginning 34

any seismic operations. 35

36

2.1.3.2 Pre-Plot Surveying 37

Crescent Point’s selected seismic company and their contractors propose to use topographic mapping and 38

visual observance of the topography and existing terrain. Existing access routes and rights-of-way 39

(ROWs) would be used to pre-determine source points and receiver line placements. 40

41

Page 23: 3D Seismic Geophysical Survey Draft Environmental

U i n t a hU i n t a hD u c h e s n eD u c h e s n e

T3S R1E

T4S R2E

T3S R1W

T4S R1E

T3S R2E

T7S R20E

T4S R1W

T8S R20E

T8S R17E

T6S R20ET2S R1ET2S R1W

T4S R3E

T3S R2W

T2S R2ET6S R19E

T8S R18E

T4S R2W

T7S R19E

T2S R2W

T8S R16E

T5S R2E T5S R3E

The information included on this graphic representation has been compiled from a variety of sources and is subject to change without notice. Kleinfelder makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. This document is not intended for use as a land survey product nor is it designed or intended as a construction design document. The use or misuse of the information contained on this graphic representation is at the sole risk of the party using or misusing the information.

£

PROJECT NO.DRAWN:DRAWN BY:CHECKED BY:FILE NAME:www.kleinfelder.com

FIGURE0 1 20.5 Miles

Randlett 3D SeismicExisting Access Roads

Crescent Point Energy2.1.2-1

Seismic3D_ExistingAccess.mxd

A. SmithB. McDavid2/26/2014

20143157.001ALegendProject Area BoundaryExisting RoadsExisting 2-TrackExisting Trails

LDWP LandState LandPrivate LandBOR Land

BLM LandBIA LandCounty Boundary

Project Location

Mapping Reference: ESRI Online, Accessed, Feb 2014Land Ownership & Survey Data: Sage Geodetic LLC, 2014

Page 24: 3D Seismic Geophysical Survey Draft Environmental

Chapter 2 – Proposed Action and Alternatives

Randlett 3D Seismic Geophysical Survey Project 15

Draft Environmental Assessment No. U&O-FY14-Q4-XXXX

2.1.4 Seismic Survey Activity 1

The preferred method of generating sonic energy would be through Vibroseis technology. Surveying 2

operations would be conducted as “casual use” operations, defined in the BLM H-3150-1 Handbook. 3

4

Energy source points are sites along source lines where either Vibroseis vehicles or dynamite shotholes 5

would be located. As described in Section 2.1, the source points would be spaced at an interval of 186.7 6

feet with a line separation of about 1,320 feet, for a total of 22,671 energy source points 7

(approximately160 points per square mile). The exact number of Vibroseis or dynamite shothole energy 8

source would be determined once the source point civil survey phase of the project has been completed; 9

however, Crescent Point’s preferred method is Vibroseis. 10

11

Data receiver points are sites along receiver lines positioned and plotted in accordance with the BLM H-12

3150-1 Handbook in lines oriented in a north-to-south array. The data receivers, comprising a string of 13

six geophone sensors, would be spaced at an interval of about 132 feet with a line separation of 792 feet, 14

for a total of 37,690 data receiver points (approximately 268 points per square mile). Of these 37,690 15

receiver points, a total of 22 lines of 180 receivers (approximately 3,960 points) would be active for the 16

actual recording of each individual source point. 17

18

2.1.4.1 Survey Operations 19

A civil survey would be conducted to identify source point or receiver point locations, ATV/OHV access 20

routes, and hazards for project activities using a global positioning system (GPS) unit. Work would be 21

conducted on foot in areas of steep terrain, and off-highway vehicles (OHV) use would be limited to 22

existing roads. Several survey base stations for GPS radio towers may be required. Base stations would 23

be located next to roads wherever possible. 24

25

The access routes to each source point would be recorded and would be used in conjunction with GPS 26

vehicle navigation systems. Workers would be on foot in off road areas on BIA-administered lands, and 27

both on foot and ATV/UTV travel would occur in off road areas on private lands. No new access roads 28

would be constructed. ATV/UTVs would be limited to providing immediate access to receiver lines in 29

need of repair and/or trouble-shooting. It is anticipated that such vehicles would not travel more than one 30

time over a single track. In order to assure the obscurity of the single track, subsequent ATV/UTV travel, 31

if necessary, would be different from the original track to prevent creation of a two-track trail. Pickup 32

trucks would be limited to existing roads and established two-track trails only. The survey crew would 33

comply with the project design criteria regarding transportation. Access routes would avoid sensitive 34

natural resources. 35

36

Pin flags would be used to identify the source or receiver point locations. Where necessary, source points 37

and access would be re-positioned by the survey crew to remain outside the offsets outlined in Table 38

2.1.4-1 for sensitive natural resources, and in Table 2.1.4-2 for existing land use features. However, due 39

to the complex geological objective of the proposed survey, it is critical to the integrity of the geophysical 40

data that source point relocations be held to a minimum. 41

42

43

44

Page 25: 3D Seismic Geophysical Survey Draft Environmental

Chapter 2 – Proposed Action and Alternatives

Randlett 3D Seismic Geophysical Survey Project 16

Draft Environmental Assessment No. U&O-FY14-Q4-XXXX

Table 2.1.4-1: Resource-Specific Offset Distances for Source Points and Other Facilities 1

Resource Resource Element Committed Offset Distance or Action

Cultural

Resources NHRP-eligible site 100 feet

1 avoidance

Paleontology

Sites Significant site Monitoring or 100-foot avoidance

1,2

Federally-

listed Plants

Sclerocactus species 50 feet avoidance3

Ute ladies’-tresses

(Spiranthes diluvialis)

No shot points (i.e., Vibroseis source generation) would be

allowed within 50 feet of potential Spiranthes habitat (riparian

areas, wetlands, and irrigation ditches).

Vehicle traffic would ONLY be allowed within 50 feet of

potential Spiranthes habitat under the following conditions:

• Vehicle travel occurs on existing roads or two tracks

• Vehicle travel occurs within previously disturbed cultivated

farmlands

• Surveys show no presence of Spiranthes diluvialis

All other project-related disturbance (staging areas, etc.) would

avoid known locations or unsurveyed potential Spiranthes

habitat by 300 feet.

Wildlife Raptors

Species-specific timing and distance per Utah Field Office

Guidelines for Raptor Protection from Human and Land use

Disturbances (Romin and Muck 2002)4

Topography

Slopes No Vibroseis exploration on slopes greater than 18 percent1

Escarpments and/or cliff

ledges 100 feet avoidance

Surface Water

Perennial streams 330 feet1 avoidance

Dry, intermittent streams 0 feet1 avoidance

Irrigation canals 10 feet1 avoidance

Lakes and reservoirs 100 feet1 avoidance

Springs 300 feet1 avoidance

Wetlands No removal of vegetation

Stock ponds 100 feet1 avoidance

1 Applies to off-road vehicle travel and Vibroseis exploration. Does NOT apply to placement of receivers if vehicles are not 2 used. 3 2 Determination to be made by the survey paleontologist. 4 3 Avoidance distance applies to source lines only. 5 4 Only applies if seismic activities occur from January 1 to August 31. 6

7

8

9

10

11

Page 26: 3D Seismic Geophysical Survey Draft Environmental

Chapter 2 – Proposed Action and Alternatives

Randlett 3D Seismic Geophysical Survey Project 17

Draft Environmental Assessment No. U&O-FY14-Q4-XXXX

Table 2.1.4-2: Offset Distances from Existing Infrastructure for Source Points and Other Facilities 1

Object

Offset Distance (in feet) Based on Pounds (lbs) of Explosive Charge

½ lb 1 lb 2 lbs 3 lbs 5 lbs 6-10 lbs 11-15

lbs

16-20

lbs

Pipeline less than 6-inch

diameter 50 100 150 150 200 250 300 400

Pipeline 6 – 12-inch

diameter 75 150 200 200 300 400 500 600

Pipeline greater than 12-

inch diameter 100 200 250 250 300 500 600 800

Telephone line 20 20 30 40 40 50 50 50

Railroad track or main

paved highway 50 100 150 150 150 220 280 350

Electric power line (shot

holes not to exceed 200 feet

depth)

75 100 200 200 200 200 250 300

Water wells, buildings,

underground cisterns, and

all other similar objects

225 300 400 450 700 800 1,000 1,200

Brick and/or concrete block

buildings 275 400 500 600 800 1,000 1,200 1,500

Producing oil and gas wells 250 450 600 700 800 900 1,000 1,000

Irrigation wells 500 800 1,000 1,200 1,500 2,000 2,500 2,500

Source: BLM’s H-3150-1 – Onshore Oil and Gas Geophysical Exploration Surface Management Requirements (Public). 2

3

2.1.4.2 Vibrator Source Operation 4

Crescent Point’s selected seismic company would use Vibroseis vehicles to generate approximately 85 5

percent of the source points for the project. Each vehicle weighs approximately 64,000 pounds and is 6

mounted on all-terrain-type, low-ground-pressure (approximately 12 to 14 pounds per square inch [psi]) 7

tires. A set of four vehicles would be used at each source location. It is planned to use two to three sets 8

of Vibroseis vehicles, flip-flopping back and forth to record each source point. Upon command of 9

electronic signals generated at the recording truck and delivered by FM radio, one set of three vehicles 10

would simultaneously lower their pads, or “thumper plate,” and deliver a synchronized “sweep” of 11

vibrations enabling subsurface data collection. A photograph of a typical Vibroseis vehicle “thumper 12

plate” is provided in Figure 2.1.4-1. These vibration sweeps last for approximately eight to 32 seconds. 13

The total number of sweeps would be determined by field testing. Once the sweep has been recorded on 14

an individual source point, the vibrators would proceed to the next source point and repeat the process 15

until an entire “swath” of source points is complete. The Vibroseis vehicles would utilize existing roads 16

wherever possible. For off-road routes, the Vibroseis vehicles would use an “offset” method of travel 17

between source points, disturbing a corridor about 30 feet wide. Approximately 864 miles of off-road 18

travel would be required, resulting in approximately 3,140.8 acres of short-term surface disturbance. 19

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Proposed Vibroseis off-road vehicle routes are depicted on Figure 2.1.4-2. Time between source sweeps 1

is typically 1 to 2 minutes. This may take longer depending on terrain and accessibility of source points. 2

The minimum offset distance between existing facilities and Vibroseis vehicle operations is detailed in 3

Table 2.1.4-3. 4

5

6 Figure 2.1.4-1 “Typical” Vibroseis truck thumper plate. 7

8

Table 2.1.4-3: Minimum Safe Offset Distances for Vibrator Truck Operations 9

Structures Offset Distance

Residences, buildings, concrete base structures 300 feet

Water wells 350 feet

Concrete water pipeline 100 feet

PVC /Plastic water pipeline 20 feet

Oil/Gas well 250 feet

Oil/Gas high-pressure pipelines 30 feet

High voltage power lines 0 feet

Local transmission power lines 0 feet

Source: BLM’s H-3150-1 – Onshore Oil and Gas Geophysical Exploration Surface Management Requirements (Public). 10

11

12

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T6S R20ET2S R1ET2S R1W

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The information included on this graphic representation has been compiled from a variety of sources and is subject to change without notice. Kleinfelder makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. This document is not intended for use as a land survey product nor is it designed or intended as a construction design document. The use or misuse of the information contained on this graphic representation is at the sole risk of the party using or misusing the information.

£

PROJECT NO.DRAWN:DRAWN BY:CHECKED BY:FILE NAME:www.kleinfelder.com

FIGURE0 1 20.5 Miles

Randlett 3D SeismicProposed Access Routes

Crescent Point Energy2.1.4-2

Seismic3D_ProposedAccess.mxd

A. SmithB. McDavid2/26/2014

20143157.001ALegendProject Area Boundary

! Helicopter Access OnlyVibroseis Off-Road Access RouteFoot Access OnlyDrill Rig Off-Road Access Route

LDWP LandState LandPrivate LandBOR LandBLM Land

BIA LandCounty Boundary

Project Location

Mapping Reference: ESRI Online, Accessed, Feb 2014Land Ownership & Survey Data: Sage Geodetic LLC, 2014

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2.1.4.3 Shot Hole Drilling Operations 1

The remaining 15 percent of the needed source points would be conducted using “infill” shothole drilling 2

from a buggy or track drill. Infill drilling involves creating shotholes in the ground and filling them with 3

explosives made expressly for geophysical surveys. Shotholes would be 4 inches in diameter and 20, 40 4

or 60 feet deep depending on ground conditions encountered. Shotholes would be loaded with 2.2 pounds 5

(for the 20-foot depth), 5.5 pounds (for the 40-foot depth), or 11 pounds (for the 60-foot depth) of 6

explosive charges. The detonation of carefully synchronized explosive charges creates the needed 7

vibration to enable data collection. Material Safety Data Sheet (MSDS) information would be available 8

on site. 9

10

Compressed air would be used as the drilling medium for all shotholes; however, drilling through loose, 11

unconsolidated gravels may require the use of water and drilling mud for some shotholes. Most gravel is 12

found as alluvial fill in drainages and, in general, this type of area would be avoided if the data quality is 13

not compromised by doing so. Approximately 80 percent of the shotholes would not require water to 14

assist drilling. For holes requiring a small volume of water for stabilization of alluvial surface conditions, 15

the drill would use less than 5 gallons per hole. Water for shothole drilling operations would be 16

transported by truck from the Johnson Water District underground water well located in Section 30, 17

Township 2 South, Range 2 West (Water Right 43-7478; Filing Date 04/29-1974). The allowed annual 18

withdrawal from the Johnson well is 225 acre-feet, which is adequate for the requirements of the 19

Proposed Action. No subsurface water is expected. However, any shotholes drilled through water-bearing 20

zones would be plugged (1) with course ground bentonite to above the water level in order to seal off the 21

saturated zone, or (2) as specified by the appropriate management agency. 22

23

Existing roads, two-tracks, and trails would be used wherever possible Surface disturbance from shothole 24

drill operations would consist of an approximately 30-foot-wide access corridor, the drill hole, and 25

cuttings from the drill hole extending in a 3-foot radius from the center of each shothole. Approximately 26

32 miles of off-road travel would be required, resulting in approximately 117.6 acres of short-term 27

surface disturbance. The proposed drill rig off-road access routes are depicted on Figure 2.1.4-2. 28

Approximately 118 shot holes would be inaccessible by off-road travel and drill rigs would be placed via 29

helicopter at these locations, resulting is temporary 12-foot by 12-foot disturbance at each location for a 30

total of 0.4 acres of anticipated short-term disturbance. 31

32

After placing the charge in the shothole, cuttings would be used to backfill the hole and a shothole plug 33

would be placed in the hole as specified by State of Utah regulations for seismic exploration. A 34

nonmetallic plug would be installed less than three feet below the surface; the hole above the plug would 35

be tamped to the surface and covered with more drill cuttings and soil. Excess drill cuttings would be 36

mixed with soil and spread over the surrounding area to a depth of about 1 inch or less. 37

38

To facilitate immediate recovery of vegetation adjacent to the borehole, remaining cuttings would be 39

raked out one inch deep. With these methods, there is typically no evidence of disturbance within one 40

year or one growing season of the drilling. 41

42

In the event that a detonated shothole blows the plug and the drill cuttings out of the shothole (a blowout), 43

the surface would be repaired as part of line restoration and reclamation. This would include re-plugging 44

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and replacing the shothole packing materials with drill cuttings and soil materials expelled by the blast 1

from the shothole. Based on experience in similar geologic settings, blowouts are unlikely. 2

3

Shothole Regulatory Authority 4

Crescent Point’s selected seismic company would detonate the explosives set in drilled shotholes. 5

Standard safety procedures and applicable Federal, state, local and Tribal regulations would be followed 6

during explosive detonation. Temporary explosives and blasting cap magazines, if required, would be 7

located on private lands in accordance with Bureau of Alcohol, Tobacco and Firearms (BATF) 8

regulations, specifically Title 27 CFR Part 55, Subsection K. Public access to this storage area would be 9

strictly controlled to optimize public safety. Drilling operators contracted to Crescent Point’s selected 10

seismic company would operate under valid BATF license and according to Title 27 CFR Part 55 – 11

Commerce in Explosives. Employee possessors are specifically authorized through BATF to handle and 12

transport explosives. Ultimate responsibility for explosives handling rests with the principals of the 13

Crescent Point’s selected seismic company’s drilling subcontractors once the shot point is accessed and 14

detonated. 15

16

2.1.4.4 Recording Operations 17

Recording equipment would be transported to the field and to staging areas (including helicopter landing 18

zones) by trucks using existing roads and established two-tracks. Crescent Point’s preferred method of 19

recording would utilize wireless geophones; however, geophones connected by seismic cable may also be 20

used. A “typical” wireless geophone is depicted in Figure 2.1.4-2. A “typical” geophone and cable are 21

depicted in Figure 2.1.4-3. 22

23

24 Figure 2.1.4-3 “Typical” wireless geophone 25

26

Sufficient equipment to lay out the geophone sensors, one length of seismic cable if used, and appropriate 27

battery and field-recording boxes would be placed in reinforced nylon cache bags at designated helicopter 28

landing sites and flown to the locations along each receiver line. 29

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1

One helicopter would be used for the recording operation and would operate only in daylight hours, 2

ferrying the receiver station cache bags. The helicopter would move multiple cache bags at a time 3

suspended from a “long-line.” The helicopter would operate between 100 to 600 feet above the receiver 4

lines and deposit one bag at a time. 5

6

Ground crew members would walk to the first dropped cache bag on their receiver line, prepare and 7

connect the station, and manually deploy cables, if used, and geophones. Geophones would be laid out by 8

hand. The string of six geophone sensors would be placed in the ground using foot pressure. In areas 9

where hard rock does not allow normal sensor placement, a drilled hole for the spike placement or a sand 10

bag would be placed on top to insure good ground coupling. The crew member would then proceed on 11

foot to the second bag and repeat the geophone. 12

13

14 Figure 2.1.4-4 “Typical” geophone and cables 15

16

Up to 22 lines of 1,180 geophone stations would be active at any time throughout the data acquisition 17

task. 18

19

2.1.4.5 Data Acquisition 20

Controlled detonation and recordation of individual source points would begin shortly after placement of 21

all the grouping of recording stations/geophones. Source generation would be triggered from a recorder 22

stationed on an existing road or established two-track. The source points would be recorded one at a time 23

with the active geophone array determined as appropriate for geologic conditions. After recording in an 24

“active” area of the receiver line, each station’s geophone and equipment would be retrieved on foot and 25

bagged in the reverse order of placement and moved to a new receiver location by helicopter. A recording 26

truck containing the command and control equipment for personnel communications, data collection, and 27

troubleshooting is usually located on an existing disturbed area. Source point recording as well as 28

management of the active geophone array would be centralized in this location. 29

30

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Up to 3,960 geophone stations may be active at a time during data acquisition. 1

2

Source point recording activities would progress from the eastern end of the project, recording each swath 3

in a north to south direction and progressing eastward until recording operations are complete. Field 4

logistics, as determined by the geophysical contractor, may result in certain variations of these 5

procedures. The appropriate land management agency or individual would be informed of any changes. 6

7

8

2.1.4.6 Main Staging, Mini-Staging Areas/Landing Zones, and Support Operations 9

Initially, equipment would arrive to the Project Area in six to eight transport trucks/tractor trailers. 10

Crescent Point’s selected seismic company would identify one to two main staging areas on previously 11

disturbed ground. Main staging area(s) would be approximately three to five acres and be restricted to the 12

existing disturbance. All equipment and vehicle storage would be located within the perimeter of the main 13

staging area(s). 14

15

Existing disturbed ground would also be used for mini-staging areas/landing zones throughout the Project 16

Area. Mini-staging areas/landing zones would mainly be used for personnel movement, equipment 17

transfer from vehicle to helicopter, and associated operations logistics. 18

19

2.1.4.7 Cleanup and Demobilization 20

After recording the source points, the recording equipment would be retrieved on foot, bagged, and 21

moved to a staging area by helicopter. This would be done in the reverse order of placement. The task of 22

project clean up would occur along with data acquisition. Any debris would be gathered daily as the field 23

groups and crewmembers complete the data acquisition. All debris would be collected where crews 24

would organize materials, handle equipment, and dispose of used/unusable materials. Materials disposal 25

would occur at approved facilities or local landfills. 26

27

Inadvertent spills of oil or fuel from mechanized equipment would be cleaned up and properly disposed of 28

in an approved landfill. The survey area would be spot-checked continuously during all phases of the 29

survey. 30

31

2.1.5 Applicable Regulatory Requirements, Proposed Mitigation Measures, and 32

Applicant – Committed Environmental Protection Measures 33

34

As outlined above, Crescent Point’s selected seismic company would adhere to current industry 35

requirements (Standard Operating Procedures [SOPs]) for seismic exploration, current Federal, state, 36

local and Tribal laws, regulations and ordinances applicable to seismic exploration projects. Crescent 37

Point’s selected seismic company would secure needed permits and authorizations from involved surface 38

land owners prior to conducting any seismic related activities on the land. 39

40

The following proposed mitigation measures and voluntary Applicant-Committed Environmental 41

Protection Measures (ACEPMs) would be incorporated into the Proposed Action as appropriate and per 42

the surface land owner. 43

44

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2.1.5.1 Mitigation Measures 1

• Existing roads and two-tracks would be used whenever possible for proposed activities, 2

including vibrators, pickup trucks, ATV/UTV, and buggy or track drills (in the event they are 3

necessary for infill source locations). 4

• Single-pass off-road ATV/UTVs would be used to assist receiver line maintenance and 5

troubleshoot. This ATV/UTV use would be for immediate access to receiver lines in need of 6

repair. ATVs would not travel more than one time over a single track. In the unusual event 7

that line problems occur more than once on the same line, the operator would follow a 8

different path than was used earlier. 9

• During extremely wet and/or muddy conditions where rutting may occur, operations would 10

not be permitted. 11

• All vehicles would be pressure washed and inspected to ensure no noxious weeds are 12

transported into the Project Area. 13

• Existing disturbed areas would be used as mini-staging areas/landing zones throughout the 14

Project Area. Mini-staging areas/landing zones would mainly be used for personnel 15

movement, equipment transfer from vehicle to helicopter, and associated operations logistics. 16

• Water wells, windmills, and other water sources would be noted during the civil survey. 17

Source points would avoid these water sources, as per the appropriate surface management 18

authority (SMA). 19

• Operations would adhere to all federal and State of Utah land fire restrictions. If federally 20

certified helicopters and pilots are used, coordination with the Interagency Fire Center would 21

be implemented to assist agencies with fire information. Fire restrictions may be put in place 22

by the appropriate surface management agency. 23

• All gates would be left as they are found. 24

• Fences would be maintained in the same condition as they are found. 25

• If required, a Quality Assurance Quality Control (QA/QC) Program would be provided. The 26

third-party compliance contractor would report directly to the appropriate land management 27

agency. QA/QC contractor would provide information to the agency. However, the QA/QC 28

program is not a complete substitute for land management agency compliance. 29

30

2.1.5.2 Applicant-Committed Environmental Protection Measures 31

32

Recreation 33

Buggy and ATV tracks would be closed to the public following completion of the seismic exploration. If 34

deemed necessary by the Tribe, signs and barricades would be placed at specific locations to discourage 35

public OHV use on seismic trails following project completion. 36

37

Existing Facilities and ROW Protection 38

Safe operating distances (based on accepted industry standards) would be maintained between Vibroseis 39

exploration and existing facilities, including producing oil and gas wells, pipelines, and electrical utility 40

lines (refer to Table 2.1.4-2). Facilities impacted by the proposed seismic survey would be repaired or 41

replaced as soon as practical before the end of the project. 42

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Cultural Resources 1

If subsurface cultural resources and/or human remains were found during project operations, all work in 2

the immediate vicinity of the resource would cease and Crescent Point’s selected seismic company would 3

notify the appropriate SMA immediately. Crescent Point’s selected seismic company would implement 4

those measures requested by the appropriate SMA to protect the resource until it could be adequately 5

evaluated by a permitted archaeologist, if necessary. Further work at the archaeological site would be 6

discontinued. 7

8

OHV use would be restricted to areas previously authorized by the Tribe and previously surveyed for 9

archaeological and paleontological resources. 10

11

Prior to commencement of each task of operations, Crescent Point’s selected seismic company would 12

brief their employees and contractors of critical compliance elements with the Archaeological Resources 13

Protection Act and the National Historic Preservation Act. Crescent Point’s selected seismic company 14

would also inform employees and contractors about pertinent BIA and Tribal requirements and 15

expectations concerning the protection of natural and cultural resources and current approved land uses. 16

17

Crescent Point’s selected seismic company employees and their contractors would be informed before 18

commencement of operations that any disturbance to, defacement of, or removal of archaeological, 19

historical, or sacred material would not be permitted. Violation of the laws that protect these resources 20

would be treated as law enforcement/administrative issues. 21

22

Vehicle traffic and Vibroseis testing would avoid identified cultural resource sites by the following 23

distances: Culturally Sensitive Sites = 600 feet; Rock Art Sites = 200 feet; Eligible Historic Sites = 100 24

feet. These offsets do not apply to geophone placement. 25

26

A joint inspection of the Project Area with the Ute Tribe would take place upon project completion. 27

28

Wildlife and Special Status Animal Species 29

Project activities would be conducted to comply with applicable requirements of the Endangered Species 30

Act of 1973, as amended. In addition, project personnel would be subject to the following requirements: 31

• No harassing or shooting of wildlife or wild horses. 32

• No dogs may be brought to the Project Area. 33

• No firearms permitted. 34

• No littering. 35

36

Vibroseis testing is not scheduled to occur during the raptor breeding/nesting season (January 1 – August 37

31). If Crescent Point’s selected seismic company proposes to initiate the seismic survey during raptor 38

breeding or nesting seasons, a survey for known and new raptor nests would be conducted within 0.5 39

miles of the proposed seismic lines prior to any seismic activity and species-specific timing and distance 40

restrictions set out in the Utah Field Office Guidelines for Raptor Protection from Human and Land Use 41

Disturbance (Romin and Muck 2002) would apply, unless the surface land owner grants an exception 42

43

44

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Soils and Vegetation, Including Federally-listed Plant Species, and Noxious and Invasive Weed 1

Species 2

Crescent Point’s selected seismic company would employ the following soil and vegetation protection 3

measures: 4

• No Vibroseis exploration would occur on slopes greater than approximately 18 percent. 5

• OHV use for line repairs, troubleshooting, or geophone/logistical support would be restricted 6

to areas previously authorized by the Tribe and previously surveyed. 7

• Vibroseis traffic would be planned to minimize the number of passes over the same ground 8

and to minimize the potential for soil compaction. 9

• Vehicle operators would be instructed to travel at slow speeds to limit disturbance to soils and 10

vegetation. 11

• The spinning of vehicle tires would be avoided where possible to minimize the potential for 12

soil displacement. 13

• As needed, Crescent Point’s selected seismic company or their contractors would apply water 14

or other SMA-approved dust suppressants to reduce fugitive dust from vehicle traffic. 15

• On-road and off-road equipment would be cleaned to remove weed seed and soil (which may 16

contain weed seed) prior to commencing operations on Federal lands within the Project Area. 17

• Larger shrubs, trees, and other obstacles would be avoided. 18

• Off-road vehicle traffic (i.e., ATV and Vibroseis) would avoid Federally-listed threatened 19

and endangered plant species by a minimum of 50 feet. If determined necessary by the 20

appropriate SMA, seismic activities occurring in areas where listed plants have been 21

identified would be monitored by a qualified botanist. 22

23

Water Resources, Including Wetlands, Riparian Zones, and Floodplains 24

25

Crescent Point’s selected seismic company would employ the following water resource protection 26

measures: 27

• Project water would be obtained from adjudicated commercial sources. 28

• Other than receiver placement, no operations would occur within 330 feet of perennial 29

surface water features. 30

• Other than receiver placement, no operations would be performed within 300 feet of a spring. 31

• Other than receiver placement, no operations would occur within 10 feet of an irrigation 32

canal. 33

• No wetland/riparian vegetation would be removed. 34

• To reduce surface disturbance, helicopters would be used to drop equipment supporting 35

placement of recording lines. 36

• Vehicles would not cross perennial water features or irrigation canals, except on existing 37

roads or pre-designated crossings. 38

39

Livestock Grazing 40

Existing ROWs would be used to cross areas with fences whenever possible. However, if a fence 41

crossing is required where there is no gate, the fence would be let down or cut and H-braces would be 42

installed to support the existing fence. If livestock are present, a temporary gate would be installed. 43

Upon termination of seismic survey activities, the temporary opening or gate would be permanently 44

rewired and stretched to its original tension. 45

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Other livestock-related protection measures would include: 1

• Gates within the Project Area would be left as they are found (i.e., open gates would be left 2

open, closed gates would be closed). 3

• Damage to existing fences and other range improvements as a result of the seismic survey 4

would be immediately repaired per approved BIA specifications. 5

• Crescent Point’s selected seismic company personnel would be instructed to minimize 6

contact and avoid harassment of livestock. 7

• Vibroseis traffic would avoid stock ponds by 100 feet. This offset would not apply to 8

placement of geophones. 9

10

Hazardous, Solid Waste Material and Trash Disposal 11

Heli-portable drills would have small quantities of diesel (approximately 20 gallons), engine oil 12

(approximately two and a half gallons), and hydraulic fluid (approximately seven gallons). 13

Temporary explosives and blasting cap magazines, if required, would be located on private lands in 14

accordance with Bureau of Alcohol, Tobacco and Firearms (BATF) regulations, specifically Title 27 CFR 15

Part 55, Subsection K. Public access to this storage area would be strictly controlled to optimize public 16

safety. No other hazardous or potentially hazardous materials would be brought into the Project Area. 17

To minimize potential for accidental releases/spills, fuel and lubricants would be temporarily stored in 18

transportable containment trailers at locations approved by the appropriate SMA at staging areas. 19

Spills or leaks of diesel fuel, hydraulic fluid, lubricating oil, and coolant, including contaminated soil 20

material, would be excavated to an appropriate container and transported to an approved disposal site. 21

Solid waste or trash would be transported for disposal to an approved solid waste disposal facility. 22

Fire Protection 23

Vehicles with catalytic converters would be restricted to existing roads and trails; parking or idling would 24

not be permitted in portions of roads or trails with taller vegetation. 25

26

Vehicles would be equipped with fire extinguishers and shovels. In addition, heli-portable drills would be 27

equipped with a Pulaski. They would also carry approximately 20 gallons of water that can be used as 28

fire control if needed. Project-related ATVs would be equipped with spark arresters. Each helicopter 29

would have a 700-gallon water bucket available should the helicopters be needed to fight a fire in the 30

area, regardless of the fire’s source. 31

32

At each staging area, helicopter landing zones would be equipped with fire extinguishers. 33

34

Operational procedures pertaining to fire protection would be followed: 35

• Brush build-up around mufflers, radiators, headers, and other engine parts would be 36

avoided; periodic checks would be conducted to prevent this build-up. 37

• Smoking would not be allowed. 38

• Campfires or uncontained fires of any kind would not be allowed. 39

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• Portable generators used in the Project Area would be required to have spark arresters. 1

2

Public and Crew Health and Safety 3

With the exception of the Vibroseis and OHV use for source generation, line repair, troubleshooting, or 4

geophone/logistical support, vehicle traffic would be limited to existing roads and trails. Vehicles would 5

travel at speeds within set speed limits of main access roads and at slower speeds appropriate for 6

conditions on more remote roads and trails. 7

8

Signs warning the public of seismic survey activity would be located at the closest road/trail intersections 9

on either side of the next day’s planned drilling and/or shaking. 10

11

Buggy operations on roads would be preceded and followed by flagmen who would notify the public of 12

vibrator activity ahead. Survey crew/staff would keep the public a safe distance away from all buggy 13

activity. 14

15

All crew members would wear safety vests, hardhats, and goggles where required. 16

17

The helicopter would follow flight paths chosen to be efficient while following activity-specific aviation 18

operational safety standards for flight altitudes. 19

20

Crews would have documented safety meetings daily. A safety advisor would be assigned to review and 21

change any unsafe work procedures. They would also review near misses and institute new safety 22

protocols as deemed necessary. Job Hazard Assessments would be drafted prior to activity occurring. 23

Emergency Response Plans would be prepared before crews start. These would contain emergency 24

contact numbers, crew contact numbers, and regulatory, Tribal, and other contacts. The plan would be 25

updated with new contact and safety information as the project transpires. 26

27

Socioeconomics 28

Job openings related to the proposed project would be posted at the Ute Tribal Personnel Office. As 29

feasible, Crescent Point’s selected seismic company would employ Tribal members for project-related 30

activities. 31

32

Crescent Point’s selected seismic company and their contractors would comply with all UTERO 33

regulations and compliance activities. 34

35

2.1.6 Estimated Surface Disturbance 36

For this project, new surface disturbance is limited to ATV/OHV use within the Project Area. As the 37

majority of the source points would use Vibrosies technology and source holes would be drilled within 38

the access corridor used by the ATV/OHV, no additional disturbance from source hole drilling was 39

calculated. Additionally, as staging areas would be located on existing or previously disturbed areas, 40

staging areas are not factored into the estimate. 41

42

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The estimated surface disturbance of the proposed project was calculated from the use of 30-foot wide 1

off-road travel corridors for Vibrosies vehicle and drill rig access along with 12-foot by 12-foot helicopter 2

drill locations. Using this strategy, approximately 3,258.8 acres, or 4 percent, of the 90,368-acre Project 3

Area could be involved in new short-term surface-disturbing activities. Table 2.1.6-1 provides a 4

summary of the estimated surface disturbance by surface owner. Table 2.1.6-2 provides a summary of 5

surface disturbance by project feature. Due to topology limitations of available surface ownership GIS 6

data, combined with a decrease in surface disturbance when duplication from overlapping project layers is 7

removed, surface area calculations by owner/administrator in Table 2.1.6-1 result in 6.4 total acres less 8

short-term disturbance than short-term disturbance totals by feature in Table 2.1.6-2. 9

Table 2.1.6-1: Estimated Surface Disturbance by Surface Land Owner for the Proposed Randlett 10

3D Seismic Geophysical Survey Project 11

Description Short-Term

Disturbance (acres)

Long-Term

Disturbance (acres)

Percent of

Project Area

Private Land 1,174.8 0 2.5

BIA Administered3 1,829.1 0 4.0

Bureau of Land Management 118.4 0 < 1.0

Utah State 18.1 0 < 1.0

Bureau of Reclamation4 36.8 0 < 1.0

Lower Duchesne River Wetlands

Mitigation Project (LDWP) 75.2 0 < 1.0

TOTAL 3252.45 0 7.0

1 Short-term disturbance would be limited to off-road vehicle travel, laying of source and receiver lines, and operation of seismic 12 source generators. 13 2 As the project will utilize existing disturbance for staging/landing areas and no earth-moving or construction operations are 14 proposed, no long-term disturbance from the Proposed Action is anticipated. 15 3 Includes Tribal land and individual Indian allottee land held in trust by the United States under the administration of the BIA. 16 4 Under the administration of the Utah Reclamation Mitigation and Conservation Commission 17 5 Due to topology limitations of available surface ownership GIS data, combined with a decrease in surface disturbance when 18 duplication from overlapping project layers is removed, surface area calculations by owner/administrator in Table 2.1.6-1 result 19 in 6.4 total acres less short-term disturbance than short-term disturbance totals by feature in Table 2.1.6-2. 20

Page 39: 3D Seismic Geophysical Survey Draft Environmental

Chapter 2 – Proposed Action and Alternatives

Randlett 3D Seismic Geophysical Survey Project 30

Draft Environmental Assessment No. U&O-FY14-Q4-XXXX

Table 2.1.6-2 Estimated Surface Disturbance by Project Feature 1

Project Feature Quantity Short-Term Disturbance

(acres)

Long-Term Disturbance

(acres)

Existing Roads1 222 miles 0.0 0.0

Existing Two-Track1 325 miles 0.0 0.0

Existing Trails1 66 miles 0.0 0.0

Proposed Drill Rig Access Route2 32 miles 117.6 0.0

Proposed Vibroseis Access Route2 864 miles 3,140.8 0.0

Proposed Foot Access Route3 182 miles 0.0 0.0

Proposed Helicopter Drill

Locations4

118 0.4 0.0

TOTAL 3,258.85 0.0

1 Use of existing roads, two-tracks, and trails by project-related vehicles and equipment would result in no new disturbance; 2 therefore, short-term and long-term disturbance is zero. 3 2 The Proposed Drill Rig Access Route and Proposed Vibroseis Access Route calculations are based upon the planned access 4 routes that do not occur on existing roads, two-tracks or trails. A 30-foot-wide access corridor would be required for the passage 5 of vehicles. Disturbance would be limited to off-road travel; no roads would be constructed as part of the Proposed Action and 6 long-term disturbance is assumed to be zero. 7 3 Proposed foot access routes would be limited to foot traffic only; no paths would be constructed as part of the Proposed Action 8 and short- and long-term disturbance is assumed to be zero. 9 4 The proposed helicopter drill location disturbance is based upon a 12-foot by 12-foot area where the helicopter would lower a 10 drill rig to advance the 4-inch-diameter shot hole boring. As pads and roads would not be constructed, long-term disturbance is 11 assumed to be zero. 12 5 Due to topology limitations of available surface ownership GIS data, combined with a decrease in surface disturbance when 13 duplication from overlapping project layers is removed, surface area calculations by owner/administrator in Table 2.1.6-1 result 14 in 6.4 total acres less short-term disturbance than short-term disturbance totals by feature in Table 2.1.6-2. 15

16

2.2 NO ACTION ALTERNATIVE 17

The CEQ regulations implementing NEPA require the consideration of the alternative of No Action (40 18

CFR 1502.14). Under the No Action Alternative, the proposed 3D seismic geophysical survey would not 19

be authorized. The No Action Alternative effectively constitutes denial of the Proposed Action 20

Alternative. Lacking federal approval, the purpose and need of the BIA for the Proposed Action would 21

not be realized. Future 3D seismic geophysical surveys, exploration, and/or development activities in the 22

area would be considered on a case-by-case basis and would be subject to separate NEPA analysis. 23

24

Other surface land uses in the area would continue at their current rates, including oil and natural gas 25

exploration and development. In the absence of defined locations of potential reservoirs of commercial 26

quantities of hydrocarbons, Crescent Point would not be able to identify areas unlikely to produce 27

commercial quantities, thereby resulting in unnecessary drilling and associated roads, pads, and other 28

surface disturbances. 29