Attachment+4.pdf

Appendix A: Specific Authorization No. 1 Summary Memorandum

M i s s o u r i R i v e r H y d r o g e o l o g i c I n v e s t i g a t i o n a n d I n t a k e C o n c e p t u a l D e s i g n S t u d y

SA1_SUMMARYTM.DOCX

M i s s o u r i R i v e r H y d r o g e o l o g i c I n v e s t i g a t i o n

Specific Authorization No. 1 – Summary Memorandum North Dakota State Water Commission (NDSWC)

PREPARED BY: CH2M HILL

DATE: January 8, 2015

PROJECT NUMBER: 650605

The Missouri River Hydrogeologic Investigation is being conducted to determine and evaluate potential locations for subsurface water intakes along the Missouri River from south of the City of Bismarck ND to the City of Washburn ND, and to assess the feasibility of a bank filtration intake system to divert 120 cfs to 150 cfs (78 mgd to 97 mgd) from the Missouri River to meet the needs of the Red River Valley Water Supply Project (RRVWSP).

CH2MHILL is under contract to the North Dakota State Water Commission (Commission) to conduct the investigation, analysis and reporting. An initial Scope of Work was authorized under Specific Authorization No. 1 (SA1) to provide for information gathering, data review, and project planning to prepare for the field investigations and conceptual design that will be authorized through a subsequent specific authorization (SA).

The purpose of this summary memorandum is to present results of the work conducted under SA1 and recommendations for the test borings and geophysical investigations to be conducted in the next phase.

Background The Missouri River Hydrogeologic Investigation is a recommended next step identified in the Red River Valley Water Supply Project Alternative Route Engineering Study, (CH2M HILL 2014). The study identified a bank filtration system (BFS) consisting of one or more horizontal collector wells (HCW) as the preferred intake configuration, if feasible, in order to minimize environmental impacts, reduce permitting requirements, and possibly yield a higher quality water supply for the RRVWSP.

The CH2M HILL study evaluated two different pipeline routes across the state, a northern route generally along the Highway 200 corridor, and a southern route that generally follows Interstate 94 (Figure 1). Both routes face similar challenges for permitting and constructing the project and present slightly different baskets of benefits.

Selection of the preferred route, therefore, will be strongly influenced by proximity to the preferred intake location along the Missouri River. The preferred intake location is, in turn, influenced by hydrogeologic suitability to yield the high flow volumes needed for the RRVWSP and by property availability/accessibility. Evaluating these factors are the focus of this Hydrogeologic Investigation.

While RRVWSP provides the driving force for this Hydrogeologic Investigation, there is additional future need for water supply in the state to support economic development outside the Red River Valley. A secondary objective of the Hydrogeologic Investigation is to identify other sites in the Washburn to Bismarck reach of the Missouri River that might also be favorable for a water supply intake to meet these unspecified, potential future uses.

Project Scope The Hydrogeologic Investigation consists of a number of activities consisting of the following:

Review existing data Identify locations having favorable hydrogeologic indications and property opportunity/access.

Obtain Rights‐of‐Entry for field investigations Conduct field investigations (soil borings and geophysical surveys) Perform well pumping tests Evaluate results

PREPARED FOR:

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Develop conceptual design of HCW/BFS intake for RRVWSP Prepare planning level cost estimates Document results in a final report

The first two bullets are authorized by SA1. In addition, development of specifications/scopes of work for performing both the test borings and the geophysical surveys were authorized under SA1.

Figure 1 – RRVWSP Pipeline Alignments and Hydrogeologic Investigation Study Area

Data Review Existing data was collected and reviewed to provide a foundation of information for selecting the most promising locations to conduct more detailed investigations in subsequent tasks. Sources of information include:

Hydrogeology

Reports from studies relating to horizontal collector well investigations for City of Bismarck and Mandan.

Driller’s logs from the Commission’s online library of Private Contractor Logs. . .

Bore log records from the Commission’s online library of Ground and Surface Water test borings FEMA National Flood Hazard Area digital data

0 20 miles

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Parcel Boundaries & Ownership Burleigh County Tax Assessor (online GIS database) McLean County Tax Assessor

Data collected from the Commission was from the state’s online database, enabling it to be brought into an ArcGIS Online platform. Linking subsurface data to a GIS platform allowed the spatial distribution of the data to be visually considered as the information was reviewed.

Property parcel boundaries with land ownership information was imported from Burleigh County’s geodatabase and layered into the ArcGIS Online platform. McLean County parcel information was also obtained but required manual input into the ArcGIS online environment.

Hydrogeologic Evaluation and Results Existing subsurface data lying generally within one quarter mile of the Missouri River’s east bank between Washburn and the northern tip of Lake Oahe was reviewed to identify potential locations where thicker and coarser alluvial sediments might be expected, presenting conditions conducive to high water yields through a BFS/HCW system. A total of 305 records from the Commission’s online collection of Private Contractor Logs and 68 records from the Ground/Surface Water test borings archives were reviewed.

A series of base maps were created from ArcGIS Online covering the project area shown in Figure 1. The map set includes the locations of existing borehole data with their unique identification number and is included as Appendix A.

As borehole data was reviewed, representative bore logs were selected for use in building a series of cross‐ sections. The driller’s logs were manually entered into a software application called, Strater (developed by Golden Software), that was used to develop the cross‐sections. The Appendix A map set indicates the wells used in the cross‐sections and traces the path of the cross‐sections. Appendix B presents the cross‐sections generated by the Strater software. The number assigned to each cross‐section refers to the map sheet number that contains the majority of bores shown in the cross‐section. Generally, each cross‐section overlaps with the adjacent cross‐ sections, including one or two bore logs from the adjacent cross‐sections to the north and south. The cross‐ sections are highly interpretive, both in the categorization of driller’s sample descriptions into the six lithologic categories shown, and in how the units correlate between bores. The cross‐sections are schematic representations without horizontal scale and with a vertical scale that varies between cross‐sections. Comparing the relative thicknesses of units from one cross‐section to another must be done with caution and must consider the vertical scale for each section. The vertical scale shown on the left side of each cross‐section refers to elevation above sea level.

Review of the collected information resulted in the delineation of a number of areas along the river that were considered favorable with respect to their hydrogeologic potential (potential for thicker, coarser sections with hydraulic connection to the river). Those areas are shown in Exhibit 1 and Exhibit 2 (located at the end of the memorandum), denoted by heavy blue lines along the east bank of the river. Each area has been given a geographically based name for reference. Areas of secondary potential are shown in the two figures by yellow lines. Exhibit 1 shows the project area from Washburn to approximately 10 miles up‐river of Bismarck. Exhibit 2 slightly overlaps Exhibit 1 and extends to the southern limit of the project area south of Bismarck. Each figure shows the sheet outline and reference for the map set contained in Appendix A.

As shown in Exhibit 1 and Exhibit 2, eight areas of primary interest were identified:

Washburn South Painted Woods McCullough Sundown Island Park Estates Bismarck

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Missouri River Correctional Center (MRCC) Apple Creek Bottom

The cross‐sections in Appendix B illustrate the basis for the selection of these seven areas of primary interest.

Property/Land Ownership Evaluation The seven areas deemed most favorable from a hydrogeologic perspective were further evaluated to determine their feasibility for conducting field investigations and practicality for locating a river intake. The following summaries of each site identify the location and the Appendix B cross‐section through the site. Reasons supporting the favorable hydrogeologic assessment and the land ownership/ development factors influencing the recommendation to pursue field investigations are summarized. Recommendations indicate whether the site is considered to be a first priority site, a second priority site, or not recommended for further investigation. The first priority sites are recommended for initial property owner(s) negotiation to conduct field investigations (test borings, surface geophysics, and pumping tests). Depending upon the success of gaining access to first priority sites, second priority sites can then be pursued. Per the project scope of work, a total of ten test borings are planned. To properly evaluate a site, multiple test borings will likely be needed.

Washburn South. Sections 30 & 32, T144N‐R81W. Cross‐section 3.

A number of driller’s logs at this site show a well‐graded sand and sand unit from 50 to 150 foot thick above the dense basal mudstone (see logs #10, #13‐16). This site is comprised of numerous privately owned parcels, the majority of which are developed with residential structures. The parcels are heavily wooded. These two factors suggested that this location would be difficult to access with a drilling rig, and the high level of residential development at the location would be challenging for locating a series of HCWs such as will be needed for the RRVWSP intake.

This site is not recommended to be pursued for field investigations.

Painted Woods. Sections 18, 19, & 30, T143N‐R81W. Cross‐section 4.

Several driller’s logs indicate 50 to 80 foot thick sections of well‐graded sand with some gravels at this site (see logs #17 and 18). This site spans two property owners, Flinn and Bickert, and is generally undeveloped except for the Flinn farmstead. The site lies only 1 to 3 miles from the beginning of the northern RRVWSP pipeline alignment.

This site is considered first priority.

Property Owners: Elaine Flinn; Bickert Family Trust

McCullough. Sections 27 & 34, T142N‐R81W. Cross‐section 6.

Driller’s logs show several wells displaying well‐graded sands and some gravels ranging from 50 to 90 foot thick (see logs #23 to #25). Similar to the Painted Woods location, this site is largely undeveloped except for the McCullough farmstead. The site lies approximately 12 miles south of the northern RRVWSP pipeline alignment.

This site is considered first priority.

Property Owners: McCullough Family Ltd Partnership

Sundown. Section 34, T141N‐R81W and Sections 5 & 8, T140N‐R81W. Cross‐section 9.

Fine sands to well‐graded sands up to 60 ft thick are seen in logs #34 to #36. This location lies 18 miles south of the northern RRVWP alignment and 17 miles north of the southern alignment along a large western bend in the river. A residential subdivision, Sundown Acres, is located along the river in the middle of the site, but undeveloped property lies both to the north and south of the subdivision.

This site is considered first priority.

Property Owners: Steve Clairmont; Paul Andahl

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Island Park Estates. Sections 28 & 33, T140N‐R81W. Cross‐sections 10 & 11

Bore logs in this area suggest some of the more favorable hydrogeologic parameters in the project area, with a number of logs showing well over 100 feet of well‐graded sands and sands & gravels (see logs #39 to #43).

However, the entire eastern bank of the Missouri River has been densely subdivided into residential lots, with residences on most lots. Because of the extensive residential development along this stretch of river, it was not considered to be feasible for locating a BFS/HCW intake system there.

This site is not recommended to be pursued for field investigations.

Bismarck. Sections 5 & 8, T138N‐R80W. Cross‐section 13

This location lies on the east bank of the river just south of the Bismarck Expressway bridge. Well‐graded sand with some gravel layers approximately 80 feet thick are seen in a number of bore logs (see logs #56 to #61). The site is not ideal for a BFS/HCW intake for several reasons, including: a lack of undeveloped land of sufficient length along the river to accommodate the needs of a RRVWSP water supply intake, the dedicated use of the undeveloped land to serve as a wetland mitigation bank for the Southport development to the south, and the challenges of constructing a transmission pipeline from this location to the east through the City of Bismarck.

This site is considered second priority.

Missouri River Correctional Center (MRCC). Sections 19, 29, & 30, T138N‐R80W. Cross‐section 14

Bore logs near this site are not as promising as some of the other sites but a number of bore logs indicate sands and gravels up to 40 feet thick (logs #64 to #67) and one log indicates over 100 feet of sand and gravel (#69). This location presents the most promising opportunity in the southern portion of the study area in terms of land use and land ownership. The property is large and is owned by the State, specifically by the Department of Corrections. The site is also well position, lying just several miles from the RRVWSP southern alignment. Farther south along the river, land ownership becomes increasingly dominated by the federal government as the north limit of Lake Oahe is approached. The MRCC site presents the best opportunity for an intake for the RRVWSP southern alignment.

This site is considered first priority.

Property Owners: Steve Clairmont; Paul Andahl

Apple Creek Bottom. Sections 9, 10, 15, & 16, T137N‐R80W. Cross‐section 15‐16

This is another large undeveloped parcel in the southern portion of the project area with a couple of bore logs that show greater than 100 feet of sand and gravel (see logs #76 and #80). Preliminary indications were that the Section 9 and 16 portions of the site were privately owned. Further investigations, however, revealed that most of the Section 9 portion of the site and all of the site in Sections 10, 15, and 16 are owned by the federal government. Because of the limited private ownership and significant federal ownership, this site was removed from further consideration.

This site is not recommended to be pursued for field investigations.

Recommendation for Field Investigations The previous section identified four of the seven sites as first priority for field investigations, Painted Woods, McCullough, Sundown, and MRCC. Exhibits 3 through 6 (located at the end of this memorandum) show parcel boundaries, property ownership, and proposed locations for test borings. A total of 12 test boring locations are shown, but it is recommended that the actual number be managed during the work to optimize the planned test boring budget. While 10 test borings are tentatively scoped, depending upon the depth of each boring, the findings, and other issues, more than 10 borings may be possible and may be recommended.

Recommended locations for the test borings are summarized in Table 1. The specifications to be used in procuring test boring subcontractor services is included as Appendix C.

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TABLE 1

Recommended Test Boring Locations Test Boring Site Location Bore No.

Painted Woods ne ne Section 18, T143N‐R81W nw ne Section 19 c se Section 19 ne ne Section 30

B‐1 B‐2 B‐3 B‐4

McCullough nw ne Section 34, T142N‐R81W B‐5

Sundown ne se Section 34, T141N‐R81W sw se Section 34 sw nw Section 5, T140N‐R81W nw ne Section 8

B‐6 B‐7 B‐8 B‐9

MRCC nw sw Section 19, T138N‐R80W ne sw Section 19 nw ne Section 30

B‐10 B‐11 B‐12

Geophysical Investigations The use of geophysical techniques was investigated to determine whether they could provide additional usable information to complement and extend the data collected from test borings and pumping tests. The geophysical methods evaluated measure the conductivity of near surface strata (and indirectly, electrical resistivity), either through application of direct current methods (ground‐based investigations) or through use of time domain electromagnetic methods (airborne investigations).

Electrical resistivity of subsurface strata depend upon fluid content, pore‐volume porosity, effective porosity, and the presence of conductive mineral content. Experience has shown that resistivity can be correlated to near surface lithologies that are identified through boring logs to provide a more extensive understanding of the subsurface strata, specifically, total depth to bedrock and possible delineation of sands, gravels, and clay layers.

Thus, geophysical investigations have the potential to provide insight into the possible presence of objective sands and gravels over a far greater area than can be evaluated simply by test borings.

Both ground‐based and airborne geophysical investigations are recommended to be pursued for this project. The proposed Scope of work for both investigations is located in Appendix D.

Ground‐based Geophysics

Ground‐based geophysical surveys utilize the direct current (DC) method to measure the bulk resistance of the underlying subsurface strata to the conductance of electrical current. The electrical response depends upon the resistivity of the pore water, quantity of pore water, resistivity of the grains and the presence of clay materials.

Generally, low resistivities are associated with increased clay content and/or higher salinity zones, and higher resistivities are associated with coarser units, (sands/gravels) and fresher water. Two dimensional profiles can be constructed along the alignment of the ground‐based survey showing the vertical distribution of the subsurface electrical variations. Ground‐based geophysical surveys are most useful when they can be directly correlated to lithologic logs of test borings.

A total of 4.6 miles of ground based geophysics is recommended to be conducted at three of test boring sites, Painted Woods, Sundown, and MRCC. (McCullough site is omitted due to early indications that access to the site for test borings and/or geophysics will not be attainable at this time.) The proposed surveys are laid out to pass as close to the test boring locations as practical to provide a strong framework for correlating borehole information to the geophysical profiles. See Figures 2 to 4.

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Figure 2: Ground‐based Geophysical Survey Layout for Painted Woods Site

Figure 3: Ground‐based Geophysical Survey Layout for Sundown Site

1000 2000 0

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Figure 4: Ground‐based Geophysical Survey Layout for MRCC Site

Airborne Geophysics

An airborne geophysical survey is recommended to be performed over the Missouri River from Garrison Dam to south of Bismarck near the northern limits of Lake Oahe. The original proposal for an airborne geophysical program had a northern limit of Washburn, which would have covered the project limits shown in Figure 1.

However, since much of the cost of the airborne program is associated with fabrication and testing of the specialized equipment and mobilization of equipment and personnel to the site, it is recommended that full advantage be taken of the mobilized airborne equipment and crews to maximize data collection for the full river length between Lake Sakakawea and Lake Oahe (Figure 5).

Right-Of-Entry Appendix E contains the proposed Right‐of‐Entry form recommended to secure landowner permission for conducting the various on ground field investigations, including test borings, well pumping tests, and ground‐ based geophysics. Appendix E also contains a brochure that was prepared for landowner information purposes to assist their understanding of the field activities proposed to occur.

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Figure 5 –Airborne Geophysical Survey Area (shown in magenta). Area north of Washburn is the added survey area.

Wilton

Washburn

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McLean County

Burleigh County

Oliver County

Morton County

T144N R 81W T144N R

80W

T145N R 79W

T145N R 80W

T144N R 82W

T144N R 79W

T143N R 80W

T143N R 79W

T143N R

81WT143N R

82W

T142N R

79WT142N

R 80W

T142N R 82W T142N

R 81W

T141N R 80W

T141N R 81W

T141N R 79W

T141N R 82W

T140N R 82W T140N

R 81W T140N R 80W

T140N R 83W

Date: 9/16/2014 | Coordinate System: North Dakota State Plane South

Pipeline Routes

Field Investigation Areas

Primary Secondary

Field Investigation Areas- Page 1

CH2M Hill Missouri River Intake Burleigh and McLean Counties | ND

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C:\Data\Projects\P10733-2014-003 CH2M Hill Missouri Intake\Large Map 1.mxd | Edited by: DYL

1 inch = 5,000 feet Locator Map Not to Scale

Any reliance upon this map is at user’s own risk. AE2S does not warrant the map or its features are either spatially or temporally accurate or fit for a particular use.

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WASHBURN SOUTH

mrosser Text Box

PAINTED WOODS

mrosser Text Box McCULLOUGH mrosser Text Box

SUNDOWN

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Mandan

Bismarck

Lincoln

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Burleigh County

Oliver County

Morton County

Emmons County

T141N R

80WT141N

R 81W T141N R

79W T141N R 78W

T140N R 82W T140N R

81W T140N R 80W T140N R

79W

T139N R 81W

T139N R 80W

T139N R 79W

T138N R 79W

T138N R 82W

T139N R 82W

T138N R 80W

T138N R 81W

T137N R 79W

T137N R 81W

T137N R 80W

T137N R 82W

T136N R 79W

T136N R 80W

T136N R 81W

T136N R 82W

Date: 9/16/2014 | Coordinate System: North Dakota State Plane South

Pipeline Routes

Field Investigation Areas

Primary Secondary

Field Investigation Areas- Page 2

CH2M Hill Missouri River Intake Burleigh and McLean Counties | ND

Advanced Engineering and Environmental Services, Inc.

0 10,0005,000

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C:\Data\Projects\P10733-2014-003 CH2M Hill Missouri Intake\Large Map 2.mxd | Edited by: DYL

1 inch = 5,000 feet Locator Map Not to Scale

Any reliance upon this map is at user’s own risk. AE2S does not warrant the map or its features are either spatially or temporally accurate or fit for a particular use.

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SUNDOWN

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Exhibit 2

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30 29

McLean County

Oliver County

James & Donald

Nordquist James & Viola Vranna, C/O Greg Vranna

James & Donald Nordquist

Guy Tangedahl

USA

USA

Bickert Family Trust

Eric B & Carol

Soderquist

Eric & Carol

Soderquist

Bickert Family Trust

Elaine Flinn

Elaine Flinn & LOT A Rodney\

Julie Flinn

Cheryl Wicklander, Etal.

Fahlgren Trust

OUTLOT B Jeffrey & Ladine Zwarych OUTLOT

A Dennis C. Kellar

Timmothy & Jerry Kellar, Reinold Kellar

Robert Hecht

Robert Hecht

Nathan Strecker

Elaine Flinn

Elaine Flinn

Donald & Colleen

Flinn

James & Donald

Nordquist

Fahlgren Trust

USA

Bickert Family Trust

Robert Landgren

Kenneth Doepke

Lynn & Melanie Oberg

Lynn & Melanie Oberg

USA Robert Landgren

Painted Woods Ranch

USA

Lynn & Melanie Oberg

Painted Woods Ranch

Robert Landgren

McCullough Family LP

Verlyn Larson

Drake Hodge and Linnea

Amsden

Lynn & Melanie Oberg

Donald & Colleen Flinn

Michael S Flinn

Lynn & Melanie Oberg

Lorin and Emily

Franklund

Elaine Flinn

Painted Woods Ranch

Painted Woods Ranch

Painted Woods Ranch

Drake Hodge and Linnea

Amsden

Delton & Janice

Steinwand Robert Hecht

Robert Hecht

Dennis Kellar

T143N R 81W

T143N R 82W

14308116C

14308120D

14308120A

Bore-01

Bore-02

Bore-03

Bore-04

Date: 9/16/2014 | Coordinate System: North Dakota State Plane South

!G! Boring Site

Access Roads

Section Line Road

Trail

Access Path

Irrigation Driller Logs

Missouri River

Primary Field Investigation Area

Irrigation Driller Logs and Parcels:

Painted Woods Creek

CH2M Hill Missouri River Intake Burleigh and McLean Counties | ND

Advanced Engineering and Environmental Services, Inc.

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C:\Data\Projects\P10733-2014-003 CH2M Hill Missouri Intake\Irrigation Driller Logs and Parcels Mapbook Update.mxd | Edited by: DYL

1 inch = 1,500 feet Locator Map Not to Scale

Any reliance upon this map is at user’s own risk. AE2S does not warrant the map or its features are either spatially or temporally accurate or fit for a particular use.

McLean County

Burleigh County

Oliver County

Morton County

Page 1 / 5 mrosser

Exhibit 3

!G!

Burleigh County

Oliver County

T142N R 81W

T141N R 81W

MCCULLOUGH

FAMILY LTD PSHP

MCCULLOUGH

FAMILY

LTD PSHP

KINDSETH,

LIONEL

OPHEIM, O

KENNETH

MCCULLOUGH

FAMILY

LTD PSHP

MCCULLOUGH

FAMILY

LTD PSHP

KRAWESKY,

ANN

ANSTROM,

JOHN O.

ETAL

SKJOD,

JAMES

C ETAL

KRUSH,

COREY L &

BILLIE JO

SCHROEDER

HEIGHTS,

INC

SCHROEDER

HEIGHTS,

INC

BURLEIGH

COUNTY

BURLEIGH

COUNTY

DAVENPORT,

DANIEL

& DEBRA

KRUSH,

COREY L &

BILLIE JO

HAUCK,

TONY &

JESSI

DAVENPORT,

DANIEL

& DEBRA

DAVENPORT,

DANIEL

& DEBRA

BURY,

ROBERT J &

JANICE M

BURY, ROBERT

J & JANICE M

HANWELL,

THOMAS

M & ROSE

HANWELL,

THOMAS

M & ROSE

KINDSETH,

LIONEL

MORAST,

LINDA

OPHEIM, O

KENNETH

KINDSETH,

LIONEL

MAYNARD,

WAYNE

MARINER,

GREGORY

& KRISTY

LANGE, BRUCE

R & NANCY L

DOCKTER,

MARVIN D &

CARLENE G

LANGE, BRUCE

R & NANCY L

LANGE,

PAUL R REV

TRUST

DOCKTER,

MARVIN &

CARLENE

14208127ACC

14208135B

Bore-05

Date: 9/16/2014 | Coordinate System: North Dakota State Plane South

!G! Boring Site

Access Roads

Section Line Road

Trail

Access Path

Irrigation Driller Logs

Missouri River

Primary Field Investigation Area

Irrigation Driller Logs and Parcels:

McCullough

CH2M Hill Missouri River Intake Burleigh and McLean Counties | ND

Advanced Engineering and Environmental Services, Inc.

0 1,500750

Feet

C:\Data\Projects\P10733-2014-003 CH2M Hill Missouri Intake\Irrigation Driller Logs and Parcels Mapbook Update.mxd | Edited by: DYL

1 inch = 1,500 feet Locator Map Not to Scale

Any reliance upon this map is at user’s own risk. AE2S does not warrant the map or its features are either spatially or temporally accurate or fit for a particular use.

McLean County

Burleigh County

Oliver County

Morton County

Page 2 / 5 mrosser

Exhibit 4

!G!

!G!

!G!

!G!

Burleigh County

Oliver County

Morton County

T141N R 81W

T140N R 81W

SWENSEN,

NATHANIEL R

& REBECCA

CROUCH, C

A (CHUCK)

& KAREN J

DWYER,

JOHN W

& BARBARA L

DWYER,

JOHN W &

BARBERA L

DELZER,

JEROME

R &

PETERSON,

WILLIAM G

CHESAK,

LARRY E &

DONNA M

BOSSORT,

JAMES B &

JANET N

BOSSORT,

JAMES B &

JANET N

SCHMIDT,

DARRYL J &

GILLES, >

GRENZ, DON

& BETH A

DWYER,

JOHN W &

BARBERA L

CLAIRMONT,

STEVE W

TOMAN,

MARILEE

HORAN,

KAREN D.

EFFERTZ,

NEIL &

JANET

EFFERTZ,

NEIL &

JANET

EFFERTZ,

NEIL & JAN EFFERTZ,

NEIL & JAN

ND CONF

7-DAY

ADVENTISTS

JONES,

LLOYD

& BETH

ND CONF

7-DAY

ADVENTISTS

ND CONF

7-DAY

ADVENTISTS

ANDAHL,

PAUL &

DEBRA J

ANDAHL,

PAUL &

DEBRA J

STATE

HWY DEPT

BOURGOIS,

LORRAINE

ETAL

ANDAHL,

PAUL &

DEBRA J

ANDAHL,

PAUL &

DEBRA J

POPE, ROBERT

J & DELORES

STATE

HWY DEPT

CLAIRMONT,

STEVE W

CLAIRMONT,

STEVE W

CLAIRMONT,

STEVE W

CLAIRMONT,

STEVE W

14008104CCB

Bore-06

Bore-07

Bore-08

Bore-09

Date: 9/16/2014 | Coordinate System: North Dakota State Plane South

!G! Boring Site

Access Roads

Section Line Road

Trail

Access Path

Irrigation Driller Logs

Missouri River

Primary Field Investigation Area

Irrigation Driller Logs and Parcels:

Sundown Acres

CH2M Hill Missouri River Intake Burleigh and McLean Counties | ND

Advanced Engineering and Environmental Services, Inc.

0 1,500750

Feet

C:\Data\Projects\P10733-2014-003 CH2M Hill Missouri Intake\Irrigation Driller Logs and Parcels Mapbook Update.mxd | Edited by: DYL

1 inch = 1,500 feet Locator Map Not to Scale

Any reliance upon this map is at user’s own risk. AE2S does not warrant the map or its features are either spatially or temporally accurate or fit for a particular use.

McLean County

Burleigh County

Oliver County

Morton County

Page 3 / 5 mrosser

Exhibit 5

!(!G!

!G!

!G!

7 8 9

Burleigh County

Morton County

T138N R 80W

T138N R 81W

HERINGER,

EVERETT E

& CAROL A

PETERSON,

GREGORY S

SHAFFER,

JOHN M &

MARY J

BOUTROUS,

ATTAS &

MARIA

COLLING,

JAMES R &

CASSANDRA

AIDE,

MICHAEL J

& BONNIEPARIS,

JACK W &

KRISTEN E

WILLER,

GERALD

& JEAN

MATHERN,

RANDY

MUELLER,

H GUSTAV

STORSLEE,

SALLY KDOLL,

MARK A

MONGER,

SANDRA L

LEIER,

TYLER

HOFF,

THOMAS G &

RITA K

WELCH,

KENNETH

& GALE LEIDENIX,

SARAH B

KRONBERG,

SCOTT &

ADELINA

SCHMIT,

JULIE A

BRINK,

DAVID A &

REBECCA L

ANDRE,

ANN

KOCH,

SHAWN

& LISA

EVERITT,

LESTER E

& JANA R

BOGERT, MARK

W & DEBORAH

MCSHANE,

DAVID J

& SUZIE E

LIES,

J0HN N

LIES,

JOHN N

MCKENZIE,

PHILIP &

DANETTE

EGGL,

MICHAEL

DONAHUE,

MICHAEL

& JUDY

CLAUSNITZER,

TIM A

LARSON,

DAVID K &

DEBORAH A

STATE

OF ND

POTTER,

DANIEL R

KNUTSON,

RONALD M

KNUTSON,

RONALD M

STATE

OF NORTH

DAKOTA

STATE OF

NORTH

DAKOTA

MATTHEWS,

BRIAN &

JENNIFER

FOR INFO

ONLY

TURNBOW,

KEVIN &

LEANN

TERNES,

DUWAYNE &

SHARON K

IHLE,

TODD J &

LOIS L

BOISE &

TAVIS

STATE

OF NORTH

DAKOTA

STATE OF

NORTH

DAKOTA

STATE OF

NORTH

DAKOTA

BLOTSKE,

ALLEN

& JOANN

SHILLINGSTAD,

JASON

STATE

PENITENTIARY

KNUTSON,

RONALD M

KNUTSON,

RONALD M

HOFF,

LEO J &

SUSAN C

SANDERS,

BONNIE

GCE PTY LTD THE

HOTSPUR TRUST

NELSON

BUILDERS

LLC

13808017B

13808018

13808021 Bore-10

Bore-11

Bore-12

Date: 9/16/2014 | Coordinate System: North Dakota State Plane South

!G! Boring Site

Access Roads

Section Line Road

Trail

Access Path

Irrigation Driller Logs

Missouri River

Primary Field Investigation Area

Irrigation Driller Logs and Parcels:

State Penitentiary

CH2M Hill Missouri River Intake Burleigh and McLean Counties | ND

Advanced Engineering and Environmental Services, Inc.

0 1,500750

Feet

C:\Data\Projects\P10733-2014-003 CH2M Hill Missouri Intake\Irrigation Driller Logs and Parcels Mapbook Update.mxd | Edited by: DYL

1 inch = 1,500 feet Locator Map Not to Scale

Any reliance upon this map is at user’s own risk. AE2S does not warrant the map or its features are either spatially or temporally accurate or fit for a particular use.

McLean County

Burleigh County

Oliver County

Morton County

Page 4 / 5 mrosser

Exhibit 6

10 SA1_SUMMARYTM.DOCX

Appendix A

Map Set of Study Area with Borehole Locations

#0

#0

#0

McLean County

Oliver County

T144N R 82W

14408216AD

14408216ADA

14408217AAD

14408217ADD

14408209DCC

14408215AB

14408216BCC

14408216

14408208DDC

Date: 9/2/2014 | Coordinate System: North Dakota State Plane South

!( Driller Logs

#0 Ground & Surface Water Sites

Missouri River

Missouri River 1/2 Mile Buffer

Driller Logs and Ground & Surface Water Sites

CH2M Hill Missouri River Intake Burleigh and McLean Counties | ND

Advanced Engineering and Environmental Services, Inc.

0 1,500750

Feet

C:\Data\Projects\P10733-2014-003 CH2M Hill Missouri Intake\Driller Logs and Ground and Surface Water Sites Mapbook.mxd | Edited by: DYL

1 inch = 1,500 feet Locator Map Not to Scale

Any reliance upon this map is at user’s own risk. AE2S does not warrant the map or its features are either spatially or temporally accurate or fit for a particular use.

McLean County

Burleigh County

Oliver County

Morton County

1 2

Page 1 / 16 nmaschke Line nmaschke Line nmaschke Text Box Cross Section 1 nmaschke Text Box # 1 nmaschke Text Box # 2 nmaschke Text Box # 17 nmaschke

- Cross-section Ref #

14 13

31363534

McLean County

Oliver County

T144N R 81W

T144N R 82W

14408214CDD

14408213CCD

14408214

14408224ADC

14408224BB

14408130B

14408224DDD

14408119CDB

14408130BAC

14408130BBA

14408130BDD

Date: 9/2/2014 | Coordinate System: North Dakota State Plane South

!( Driller Logs

#0 Ground & Surface Water Sites

Missouri River

Missouri River 1/2 Mile Buffer

Driller Logs and Ground & Surface Water Sites

CH2M Hill Missouri River Intake Burleigh and McLean Counties | ND

Advanced Engineering and Environmental Services, Inc.

0 1,500750

Feet

C:\Data\Projects\P10733-2014-003 CH2M Hill Missouri Intake\Driller Logs and Ground and Surface Water Sites Mapbook.mxd | Edited by: DYL

1 inch = 1,500 feet Locator Map Not to Scale

Any reliance upon this map is at user’s own risk. AE2S does not warrant the map or its features are either spatially or temporally accurate or fit for a particular use.

McLean County

Burleigh County

Oliver County

Morton County

1 2

Page 2 / 16 nmaschke Line nmaschke Line nmaschke Line nmaschke Line nmaschke Line nmaschke Text Box Cross Section 2 nmaschke Line nmaschke Text Box # 3 nmaschke Text Box # 4 nmaschke Text Box # 5 nmaschke Text Box # 6 nmaschke Text Box # 17 nmaschke

#0#0

#0

#0

#0

2119 2024

32 33

12 7

McLean County

Oliver County

T144N R 81W

T144N R 82W

T143N R 81W

T143N R 82W

14308105

14308105AAD

14308105ADD1

14308105ADD2

14308105DDB

14408132BCD

14408130ACC

14308105BBA

14408129CB

14408132DCC

14408132D

14408132BD

14408132CDB

14408132CC

14408132

14408132CCC

14308105ACA

14408130DD

14408130B

14408132DCD

14408132B

14408224DDD

14408130BAC

14408130BBA

14408132CDD

14408130BDD

Date: 9/2/2014 | Coordinate System: North Dakota State Plane South

!( Driller Logs

#0 Ground & Surface Water Sites

Missouri River

Missouri River 1/2 Mile Buffer

Driller Logs and Ground & Surface Water Sites

CH2M Hill Missouri River Intake Burleigh and McLean Counties | ND

Advanced Engineering and Environmental Services, Inc.

0 1,500750

Feet

C:\Data\Projects\P10733-2014-003 CH2M Hill Missouri Intake\Driller Logs and Ground and Surface Water Sites Mapbook.mxd | Edited by: DYL

1 inch = 1,500 feet Locator Map Not to Scale

Any reliance upon this map is at user’s own risk. AE2S does not warrant the map or its features are either spatially or temporally accurate or fit for a particular use.

McLean County

Burleigh County

Oliver County

Morton County

1 2

Page 3 / 16 nmaschke Line nmaschke Line nmaschke Line nmaschke Line nmaschke Line nmaschke Line nmaschke Line nmaschke Line nmaschke Line nmaschke Line nmaschke Text Box Cross Section 3 nmaschke Line nmaschke Text Box # 6 nmaschke Text Box # 8 nmaschke Text Box # 9 nmaschke Text Box # 10 nmaschke Text Box # 11 nmaschke Text Box # 12 nmaschke Text Box # 13 nmaschke Text Box # 14 nmaschke Text Box # 15 nmaschke Text Box #16 nmaschke Text Box # 17 nmaschke

#0#0#0#0

#0

!( 3332

8 912 7

29 28

McLean County

Oliver County

T143N R 81W

T143N R 82W

14308120CCB

14308129BBA3

14308129BBB1

14308129BBB2

14308129BBD

14308108CC

14308117BBC

14308129DCC

14308129BBB

14308132BB

Date: 9/2/2014 | Coordinate System: North Dakota State Plane South

!( Driller Logs

#0 Ground & Surface Water Sites

Missouri River

Missouri River 1/2 Mile Buffer

Driller Logs and Ground & Surface Water Sites

CH2M Hill Missouri River Intake Burleigh and McLean Counties | ND

Advanced Engineering and Environmental Services, Inc.

0 1,500750

Feet

C:\Data\Projects\P10733-2014-003 CH2M Hill Missouri Intake\Driller Logs and Ground and Surface Water Sites Mapbook.mxd | Edited by: DYL

1 inch = 1,500 feet Locator Map Not to Scale

Any reliance upon this map is at user’s own risk. AE2S does not warrant the map or its features are either spatially or temporally accurate or fit for a particular use.

McLean County

Burleigh County

Oliver County

Morton County

1 2

Page 4 / 16 nmaschke Line nmaschke Line nmaschke Line nmaschke Text Box Cross Section 4 nmaschke Text Box # 17 nmaschke Text Box # 18 nmaschke Text Box # 17 nmaschke

4 3

McLean County

Burleigh County

Oliver County

T143N R 81W

T142N R 81W

14208104ADC

14208115

14208110BB

14308132AC

14308133CA

14208104DD

14208104DDB

Date: 9/2/2014 | Coordinate System: North Dakota State Plane South

!( Driller Logs

#0 Ground & Surface Water Sites

Missouri River

Missouri River 1/2 Mile Buffer

Driller Logs and Ground & Surface Water Sites

CH2M Hill Missouri River Intake Burleigh and McLean Counties | ND

Advanced Engineering and Environmental Services, Inc.

0 1,500750

Feet

C:\Data\Projects\P10733-2014-003 CH2M Hill Missouri Intake\Driller Logs and Ground and Surface Water Sites Mapbook.mxd | Edited by: DYL

1 inch = 1,500 feet Locator Map Not to Scale

Any reliance upon this map is at user’s own risk. AE2S does not warrant the map or its features are either spatially or temporally accurate or fit for a particular use.

McLean County

Burleigh County

Oliver County

Morton County

1 2

Page 5 / 16 nmaschke Line nmaschke Line nmaschke Line nmaschke Text Box Cross Section 5 nmaschke Line nmaschke Text Box # 19 nmaschke Text Box # 20 nmaschke Text Box # 21 nmaschke Text Box # 17 nmaschke

15 1416

Burleigh County

Oliver County

T142N R 81W

T141N R 81W

14108102BD

14108102

14208122BC

14208127BDD

14208127CDB 14208127DCB

14208127ACC

14208135B

14208135DD

14208135DBC

Date: 9/2/2014 | Coordinate System: North Dakota State Plane South

!( Driller Logs

#0 Ground & Surface Water Sites

Missouri River

Missouri River 1/2 Mile Buffer

Driller Logs and Ground & Surface Water Sites

CH2M Hill Missouri River Intake Burleigh and McLean Counties | ND

Advanced Engineering and Environmental Services, Inc.

0 1,500750

Feet

C:\Data\Projects\P10733-2014-003 CH2M Hill Missouri Intake\Driller Logs and Ground and Surface Water Sites Mapbook.mxd | Edited by: DYL

1 inch = 1,500 feet Locator Map Not to Scale

Any reliance upon this map is at user’s own risk. AE2S does not warrant the map or its features are either spatially or temporally accurate or fit for a particular use.

McLean County

Burleigh County

Oliver County

Morton County

1 2

Page 6 / 16 nmaschke Line nmaschke Line nmaschke Line nmaschke Line nmaschke Line nmaschke Line nmaschke Line nmaschke Text Box Cross Section 6 nmaschke Text Box # 22 nmaschke Text Box # 23 nmaschke Text Box # 24 nmaschke Text Box # 25 nmaschke Text Box # 26 nmaschke Text Box # 27 nmaschke Text Box # 17 nmaschke

30252627

Burleigh County

Oliver County

T141N R 80W

T141N R 81W

14108018CCC

14108018BBB

14108019CBD

14108101BDB

14108101

14108102BD

14108102

14108124CDD

Date: 9/2/2014 | Coordinate System: North Dakota State Plane South

!( Driller Logs

#0 Ground & Surface Water Sites

Missouri River

Missouri River 1/2 Mile Buffer

Driller Logs and Ground & Surface Water Sites

CH2M Hill Missouri River Intake Burleigh and McLean Counties | ND

Advanced Engineering and Environmental Services, Inc.

0 1,500750

Feet

C:\Data\Projects\P10733-2014-003 CH2M Hill Missouri Intake\Driller Logs and Ground and Surface Water Sites Mapbook.mxd | Edited by: DYL

1 inch = 1,500 feet Locator Map Not to Scale

Any reliance upon this map is at user’s own risk. AE2S does not warrant the map or its features are either spatially or temporally accurate or fit for a particular use.

McLean County

Burleigh County

Oliver County

Morton County

1 2

Page 7 / 16 nmaschke Line nmaschke Line nmaschke Line nmaschke Line nmaschke Line nmaschke Text Box Cross Section 7 nmaschke Text Box # 28 nmaschke Text Box # 29 nmaschke Text Box # 30 nmaschke Text Box # 31 nmaschke Text Box # 17 nmaschke

302526

8 9 10

Burleigh County

Oliver County

T141N R 80W

T141N R 81W

T140N R 81W

14008108AA

14108019CBD

14108125ABB

14108135ABD

14108135A

14108135D

14108135ADB14108135ACA

14108124CDD

Date: 9/2/2014 | Coordinate System: North Dakota State Plane South

!( Driller Logs

#0 Ground & Surface Water Sites

Missouri River

Missouri River 1/2 Mile Buffer

Driller Logs and Ground & Surface Water Sites

CH2M Hill Missouri River Intake Burleigh and McLean Counties | ND

Advanced Engineering and Environmental Services, Inc.

0 1,500750

Feet

C:\Data\Projects\P10733-2014-003 CH2M Hill Missouri Intake\Driller Logs and Ground and Surface Water Sites Mapbook.mxd | Edited by: DYL

1 inch = 1,500 feet Locator Map Not to Scale

Any reliance upon this map is at user’s own risk. AE2S does not warrant the map or its features are either spatially or temporally accurate or fit for a particular use.

McLean County

Burleigh County

Oliver County

Morton County

1 2

Page 8 / 16 nmaschke Line nmaschke Line nmaschke Text Box Cross Section 8 nmaschke Line nmaschke Text Box # 31 nmaschke Text Box # 32 nmaschke Text Box # 33 nmaschke Text Box # 17 nmaschke Text Box

- Cross-section Ref # mrosser Line

171813

Burleigh County

Oliver County

Morton County

T141N R 81W

T140N R 82W T140N

R 81W

14008108AA

14008105C

14008105DB

14008105

14008108BAB

Date: 9/2/2014 | Coordinate System: North Dakota State Plane South

!( Driller Logs

#0 Ground & Surface Water Sites

Missouri River

Missouri River 1/2 Mile Buffer

Driller Logs and Ground & Surface Water Sites

CH2M Hill Missouri River Intake Burleigh and McLean Counties | ND

Advanced Engineering and Environmental Services, Inc.

0 1,500750

Feet

C:\Data\Projects\P10733-2014-003 CH2M Hill Missouri Intake\Driller Logs and Ground and Surface Water Sites Mapbook.mxd | Edited by: DYL

1 inch = 1,500 feet Locator Map Not to Scale

Any reliance upon this map is at user’s own risk. AE2S does not warrant the map or its features are either spatially or temporally accurate or fit for a particular use.

McLean County

Burleigh County

Oliver County

Morton County

1 2

Page 9 / 16 mrosser Line mrosser Line mrosser Line mrosser Line nmaschke Text Box # 34 nmaschke Text Box # 35 nmaschke Text Box # 36 nmaschke Text Box # 17 nmaschke

#0#0

Burleigh County

Morton County

T140N R 81W

14008127CAB

14008127CAB1

14008116D

14008121DDD

14008121D

14008127C

14008127CC

14008128DB

14008127BBC

14008128AAD2

14008128ADD

14008128D

14008133A

14008121DD

14008121ADB

14008133ACA

14008128

14008133BDA

14008133ABC

14008133BA

14008127CBC

14008133AA

14008128AA

Date: 9/2/2014 | Coordinate System: North Dakota State Plane South

!( Driller Logs

#0 Ground & Surface Water Sites

Missouri River

Missouri River 1/2 Mile Buffer

Driller Logs and Ground & Surface Water Sites

CH2M Hill Missouri River Intake Burleigh and McLean Counties | ND

Advanced Engineering and Environmental Services, Inc.

0 1,500750

Feet

C:\Data\Projects\P10733-2014-003 CH2M Hill Missouri Intake\Driller Logs and Ground and Surface Water Sites Mapbook.mxd | Edited by: DYL

1 inch = 1,500 feet Locator Map Not to Scale

Any reliance upon this map is at user’s own risk. AE2S does not warrant the map or its features are either spatially or temporally accurate or fit for a particular use.

McLean County

Burleigh County

Oliver County

Morton County

1 2

Page 10 / 16 nmaschke Line nmaschke Text Box Cross Section 10 nmaschke Line nmaschke Line nmaschke Line nmaschke Line nmaschke Line nmaschke Line nmaschke Text Box # 37 nmaschke Text Box # 38 nmaschke Text Box # 39 nmaschke Text Box # 40 nmaschke Text Box # 41 nmaschke Text Box # 42 nmaschke Text Box # 17 nmaschke

#0

Burleigh County

Morton County

T140N R 81W

T139N R 81W

13908103DCA

14008134C

13908103ACC1

13908103DAC13908103DBD13908103CAC

13908103DCD

13908103CA

13908103D

13908103DCC

13908103DA13908103DB

13908103DDB

13908103BD

13908103A

13908110AAA

13908110ADD

13908110DAB

13908111BBB

13908111CAA

13908114ABB

13908114CAC

14008133DCD

14008133AD

14008133A

14008133DAB

14008134CCC

13908110AA

14008133DDC

14008133AC

14008133DBB

14008133ACA

14008133DDB

14008134CC

13908103

13908103BBD

13908110AC

13908114CAB

13908114B

14008133ACC

14008133DBD

14008133BDA

14008133DB

14008133D

14008133

14008133BDD

14008133ACD

13908114

13908110DBD

13908110DBA

13908114BBB

14008133ADC

14008133DCA

13908103DD

13908111BCB

13908110AD

13908111CBB

13908111CCB

13908111BCD

13908111CAB

Date: 9/2/2014 | Coordinate System: North Dakota State Plane South

!( Driller Logs

#0 Ground & Surface Water Sites

Missouri River

Missouri River 1/2 Mile Buffer

Driller Logs and Ground & Surface Water Sites

CH2M Hill Missouri River Intake Burleigh and McLean Counties | ND

Advanced Engineering and Environmental Services, Inc.

0 1,500750

Feet

C:\Data\Projects\P10733-2014-003 CH2M Hill Missouri Intake\Driller Logs and Ground and Surface Water Sites Mapbook.mxd | Edited by: DYL

1 inch = 1,500 feet Locator Map Not to Scale

Any reliance upon this map is at user’s own risk. AE2S does not warrant the map or its features are either spatially or temporally accurate or fit for a particular use.

McLean County

Burleigh County

Oliver County

Morton County

1 2

Page 11 / 16 nmaschke Text Box Cross Section 11 nmaschke Line nmaschke Line nmaschke Line nmaschke Line nmaschke Line nmaschke Line nmaschke Line nmaschke Line nmaschke Text Box # 42 nmaschke Text Box # 43 nmaschke Text Box # 44 nmaschke Text Box # 45 nmaschke Text Box # 46 nmaschke Text Box # 47 nmaschke Text Box # 48 nmaschke Text Box # 17 nmaschke

14 13

25 30

35 3634

Burleigh County

Morton County

T139N R 81W

T139N R 80W

13908124BD

13908030CBC1

13908030BCC

13908110ADD

13908110DAB

13908111CAA

13908114ABD

13908114ABB

13908114AD

13908114CAC

13908114D

13908114DDA

13908123AAA

13908123A

13908124

13908124DBB

13908125ADC

13908125AAA

13908125DAA

13908125DAC

13908114CDD

13908114CAB

13908114B

13908123BAD

13908123DC

13908123DA

13908123DBB

13908123AA

13908123AD

13908114

13908110DBD

13908110DBA

13908114BBB

13908123BAA

13908111CBB

13908111CCB

13908111CAB

Date: 9/2/2014 | Coordinate System: North Dakota State Plane South

!( Driller Logs

#0 Ground & Surface Water Sites

Missouri River

Missouri River 1/2 Mile Buffer

Driller Logs and Ground & Surface Water Sites

CH2M Hill Missouri River Intake Burleigh and McLean Counties | ND

Advanced Engineering and Environmental Services, Inc.

0 1,500750

Feet

C:\Data\Projects\P10733-2014-003 CH2M Hill Missouri Intake\Driller Logs and Ground and Surface Water Sites Mapbook.mxd | Edited by: DYL

1 inch = 1,500 feet Locator Map Not to Scale

Any reliance upon this map is at user’s own risk. AE2S does not warrant the map or its features are either spatially or temporally accurate or fit for a particular use.

McLean County

Burleigh County

Oliver County

Morton County

1 2

Page 12 / 16 nmaschke Line nmaschke Line nmaschke Line nmaschke Line nmaschke Text Box Cross Section 12 nmaschke Line nmaschke Line nmaschke Text Box # 49 nmaschke Text Box # 50 nmaschke Text Box # 51 nmaschke Text Box # 52 nmaschke Text Box # 53 nmaschke Text Box # 17 nmaschke

#0 #0

#0

#0

#0

#0

#0

#0

#0

#0

#0

Burleigh County

Morton County

T139N R 81W

T139N R 80W

T138N R 80W

T138N R 81W

13808005

13808008BBAA

13808008BCBA

13808008BDA1

13808008BDC

13808008CBBC

13808008CBCD

13908031DBD

13808006ADB

13808006ADD

13808006DAA1

13808005DBBC

13808005BCAA1

13808006DAA

13808005CDB

13808007DB

13808007DDA

13908030CDD

13908030CBC1

13908030CDC2

13908030CBD

13908030

13908030BCC 13908030BDC

13908032C

13908125ADC

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Date: 9/2/2014 | Coordinate System: North Dakota State Plane South

!( Driller Logs

#0 Ground & Surface Water Sites

Missouri River

Missouri River 1/2 Mile Buffer

Driller Logs and Ground & Surface Water Sites

CH2M Hill Missouri River Intake Burleigh and McLean Counties | ND

Advanced Engineering and Environmental Services, Inc.

0 1,500750

Feet

C:\Data\Projects\P10733-2014-003 CH2M Hill Missouri Intake\Driller Logs and Ground and Surface Water Sites Mapbook.mxd | Edited by: DYL

1 inch = 1,500 feet Locator Map Not to Scale

Any reliance upon this map is at user’s own risk. AE2S does not warrant the map or its features are either spatially or temporally accurate or fit for a particular use.

McLean County

Burleigh County

Oliver County

Morton County

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Burleigh County

Morton County

T138N R 80W

T138N R 81W

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Date: 9/2/2014 | Coordinate System: North Dakota State Plane South

!( Driller Logs

#0 Ground &…