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Oneida Nation
Post Office Box 365
Phone: (920)869-2214
Oneida, WI 54155
BC Meeting Materials July 27, 2016
Open Session
CERTIFICATION
I, the undersigned, as Secretary of the Oneida Business Committee, hereby certify that
the following 355 pages are the Open Session meeting materials presented at a meeting
duly called, noticed and held on the 27th day of July, 2016.
____________________________
Lisa Summers, Tribal Secretary
Oneida Business Committee
Page 1 of 342
Oneida Business Committee
Executive Session
9:00 a.m. Tuesday, July 26, 2016
Executive Conference Room, 2nd floor, Norbert Hill Center
Regular Meeting
9:00 a.m. Wednesday, July 27, 2016
BC Conference Room, 2nd floor, Norbert Hill Center
Agenda
To get a copy of the agenda, go to: oneida-nsn.gov/government/business-committee/agendas-packets/
I.
CALL TO ORDER AND ROLL CALL
II.
OPENING
A. Meet the Workforce Innovation and Opportunity Act (WIOA) and Temporary Assistance for
page 8
Needy Families (TANF) Summer Youth workers
Sponsor:
Lisa Summers, Tribal Secretary
B. Recognition of the Oneida Powwow Committee for the 44th Annual Oneida Nation Powwow
Sponsor:
III.
ADOPT THE AGENDA
IV.
OATHS OF OFFICE
V.
page 10
Jennifer Webster, Councilwoman
A. Oneida Police Department Officers – Donovan Duggan, Alexis Hughes, Ralph Powless Jr.
page 11
B. Bay Bancorporation, Inc. Board of Directors – Nathaniel S. King
page 13
MINUTES
A. Approve July 13, 2016, regular meeting minutes
Sponsor:
Lisa Summers, Tribal Secretary
Oneida Business Committee Regular Meeting Agenda of July 27, 2016
Page 1 of 7
page 15
Page 2 of 342
VI.
RESOLUTIONS
A. Adopt resolution titled Amending the Self-Governance Multi-Year Funding Agreement
Sponsor:
B. Adopt resolution titled Garnishment Law Amendments
Sponsor:
page 31
Chris Johns, Coordinator/Self-Governance
page 38
Brandon Stevens, Councilman
VII.
APPOINTMENTS (No Requested Action)
VIII.
STANDING COMMITTEES
A. Legislative Operating Committee
Sponsor:
Councilman Brandon Stevens, Chair
1. Accept memo regarding Membership Ordinance Emergency Amendments
page 69
B. Finance Committee
Sponsor:
Tribal Treasurer Trish King, Chair
1. Approve July 18, 2016, Finance Committee meeting minutes
IX.
page 72
GENERAL TRIBAL COUNCIL
A. Petitioner Michael Debraska: Special GTC meeting regarding Per Capita Distribution
$3,000/$5,000
Sponsor:
Lisa Summers, Tribal Secretary
1. Accept legislative analysis
page 78
2. Defer legal analysis
page 83
EXCERPT FROM JULY 13, 2016: (1) Motion by Lisa Summers to accept the legislative
progress report, seconded by David Jordan. Motion carried unanimously. (2) Motion by Lisa
Summers to accept the legal progress report, seconded by Fawn Billie. Motion carried
unanimously.
EXCERPT FROM MAY 25, 2016: Motion by Lisa Summers to accept the financial analysis,
seconded by David Jordan. Motion carried unanimously.
EXCERPT FROM MAY 12, 2016: Motion by David Jordan to accept the verified petition from
Michael Debraska regarding Per Capita Distribution; to send the verified petition to the Law,
Finance, Legislative Reference, and Direct Report Offices for the legal, financial, legislative,
and administrative analyses to be completed; to direct the Law, Finance, and Legislative
Reference Offices to submit the analyses to the Tribal Secretary’s Office within sixty (60)
days, and that a progress report be submitted in forty-five (45) days; and to direct the Direct
Report Offices to submit the appropriate administrative analyses to the Tribal Secretary’s
Office within thirty (30) day, seconded by Lisa Summers. Motion carried unanimously.
B. Approve Reconvened 2016 Semi-Annual General Tribal Council meeting date
Sponsor:
Lisa Summers, Tribal Secretary
Oneida Business Committee Regular Meeting Agenda of July 27, 2016
Page 2 of 7
page 85
Page 3 of 342
X.
STANDING ITEMS
A. Accept update regarding Work Plan for CIP project # 14-002 Cemetery Improvements
page 91
(This item is scheduled to begin at 11:00 a.m.)
Sponsor:
James Petitjean, Interim Assistant Division Director/Development
B. Defer update from Constitutional Amendments Implementation Team to August 10, 2016
Sponsor:
page 232
Melinda J. Danforth, Tribal Vice-Chairwoman
XI.
UNFINISHED BUSINESS (No Requested Action)
XII.
TABLED BUSINESS
A. Adopt resolution titled Implementing Per Capita Plan for Fiscal Year 2017 to Fiscal
page 234
Year 2021 Adopted by General Tribal Council on June 13, 2016
Sponsor:
Lisa Summers, Tribal Secretary
EXCERPT FROM JULY 13, 2016: (1) Motion by Lisa Summers to adopt resolution titled
Implementing Per Capita Plan for Fiscal Year 2017 to Fiscal Year 2021 Adopted by General
Tribal Council on June 13, 2016, seconded by Brandon Stevens. Motion ruled out of order by
Chairwoman Tina Danforth. (2) Motion by Lisa Summers to table this item to the July 27, 2016,
regular Business Committee meeting, seconded by David Jordan. Motion carried unanimously.
XIII.
NEW BUSINESS
A. Approve request to activate $265,000 from approved FY 2016 CIP budget for CIP project #
page 238
14-014 – OGE Remodel Phase II
Sponsor:
Troy Parr, Assistant Division Director/Development
B. Approve concept paper for Capital Improvement Project # 13-011 – Oneida Nation High
School
Sponsor:
page 242
Troy Parr, Assistant Division Director/Development
C. Approve limited waiver of sovereign immunity – Career Cruising/Anaca Technologies Inc.
page 248
– contract # 2016-0710
Chair:
Debra Danforth, Oneida School Board
Liaison:
Fawn Billie, Councilwoman
D. Enter E-poll results into the record opposing travel request – Chairwoman Tina Danforth –
page 262
Women Empowering Women for Indian Nations (WEWIN) Conference – Tulalip, WA –
August 15-18, 2016
Sponsor:
Lisa Summers, Tribal Secretary
E. Approve revised Oneida Business Committee Standard Operating Procedure titled
Conducting Electronic Voting (E-Polls)
Sponsor:
Lisa Summers, Tribal Secretary
Oneida Business Committee Regular Meeting Agenda of July 27, 2016
Page 3 of 7
page 271
Page 4 of 342
XIV.
TRAVEL (No Requested Action)
XV.
REPORTS (This section of the agenda is scheduled to begin at 1:30 p.m.)
A. OPERATIONAL REPORTS
1. Accept Environmental Health & Safety FY ’16 3rd quarter report
page 283
(1:30 p.m. - 1:50 p.m.)
Sponsor: Patrick Pelky, Division Director/Environmental Health & Safety
EXCERPT FROM JULY 13, 2016: Motion by Lisa Summers to defer the Environmental
Health & Safety Division FY ’16 3rd quarter report to the July 27, 2016, regular Business
Committee meeting, seconded by Brandon Stevens. Motion carried unanimously.
2. Accept Division of Land Management FY ’16 3rd quarter report
page 290
(1:50 p.m. - 2:10 p.m.)
Sponsor: Patrick Pelky, Division Director/Land Management
EXCERPT FROM JULY 13, 2016: Motion by Lisa Summers to defer the Division of Land
Management FY ’16 3rd quarter report to the July 27, 2016, regular Business Committee
meeting, seconded by Fawn Billie. Motion carried unanimously.
3. Accept Oneida Housing Authority FY ’16 3rd quarter report
page 296
(2:10 p.m. - 2:30 p.m.)
Sponsor: Dale Wheelock, Director/Oneida Housing Authority
B. CORPORATE REPORTS (No Requested Action)
C. BOARDS, COMMITTEES, AND COMMISSIONS
1. Accept Anna John Resident Centered Care Community Board FY ’16 3rd quarter report
page 301
(2:30 p.m. - 2:45 p.m.)
Chair:
Candace House
Liaison:
Melinda J. Danforth, Tribal Vice-Chairwoman
EXCERPT FROM JULY 13, 2016: Motion by Jennifer Webster to defer the Anna John
Residential Centered Care Community Board FY ’16 3rd quarter report to the July 27, 2016,
regular Business Committee meeting, seconded by Trish King. Motion carried unanimously.
2. Accept Oneida Nation Veterans Affairs Committee FY ’16 3rd quarter report
page 319
(2:45 p.m. - 3:00 p.m.)
Chair:
Mike Hill
Liaison:
Jennifer Webster, Councilwoman
3. Accept Oneida Police Commission FY ’16 3rd quarter report
(3:00 p.m. - 3:15 p.m.)
Chair:
Bernie John-Stevens
Liaison:
Lisa Summers, Tribal Secretary
Oneida Business Committee Regular Meeting Agenda of July 27, 2016
Page 4 of 7
page 323
Page 5 of 342
4. Accept Oneida Powwow Committee FY ’16 3rd quarter report
page 332
(3:15 p.m. - 3:30 p.m.)
Chair:
Tonya Webster
Liaison:
Fawn Billie, Councilwoman
5. Accept Southeastern Oneida Tribal Services Advisory Board FY ’16 3rd quarter report
page 340
(3:30 p.m. - 3:45 p.m.)
Chair:
Daniel Schiller
Liaison:
Tina Danforth, Tribal Chairwoman
XVI.
EXECUTIVE SESSION
A. REPORTS
1. Accept Gaming General Manager report – Louise Cornelius, Gaming General Manager
page 343
(9:00 a.m. - 9:45 a.m.)
2. Accept Intergovernmental Affairs & Communications report – Nathan King, Director
page 404
3. Accept Chief Counsel report – Jo Anne House, Chief Counsel
page 448
B. STANDING ITEMS
1. Land Claims Strategy (No Requested Action)
2. Oneida Golf Enterprise – Ladies Professional Golf Association
page 449
(10:15 a.m. - 10:45 a.m.)
Sponsor: Trish King, Tribal Treasurer
C. AUDIT COMMITTEE (No Requested Action)
D. UNFINISHED BUSINESS
1. Accept close-out report regarding complaint # 2015-DR11-01
Sponsor:
David Jordan, Councilman
EXCERPT FROM MAY 25, 2016: Motion by David Jordan to approve the request to close-out
complaint # 2015-DR11-01, seconded by Jennifer Webster. Motion carried unanimously.
EXCERPT FROM APRIL 27, 2016: Motion by Jennifer Webster to defer complaint # 2015DR11-01 to the May 25, 2016, regular Business Committee meeting, seconded by Tehassi
Hill. Motion carried unanimously.
EXCERPT FROM MARCH 30, 2016: Motion by David Jordan to defer the update regarding
complaint # 2015-DR11-01 to the April 27, 2016, regular Business Committee meeting,
seconded by Jennifer Webster.
EXCERPT FROM MARCH 9, 2016: Motion by David Jordan to defer the update regarding
complaint # 2015-DR11-01 to the March 30, 2016, regular Business Committee meeting,
seconded by Jennifer Webster. Motion carried unanimously.
EXCERPT FROM FEBRUARY 24, 2016: Motion by Lisa Summers to defer the remainder of
the agenda to the March 9, 2016, regular Business Committee meeting, seconded by Fawn
Billie. Motion carried unanimously.
EXCERPT FROM DECEMBER 9, 2015: Motion by Lisa Summers to accept complaint #
2015-DR11-01 and to defer item to Chairwoman Tina Danforth, Councilman David Jordan,
and Councilman Brandon Stevens for follow-up, seconded by Jennifer Webster. Motion
carried unanimously.
Oneida Business Committee Regular Meeting Agenda of July 27, 2016
Page 5 of 7
page 457
Page 6 of 342
2. Accept close-out report regarding complaint # 2015-DR11-02
Sponsor:
page 464
David Jordan, Councilman
EXCERPT FROM MAY 25, 2016: Motion by David Jordan to approve the request to close-out
complaint # 2015-DR11-02; and to accept item as information, seconded by Trish King.
Motion carried with one abstention.
EXCERPT FROM APRIL 27, 2016: Motion by Jennifer Webster to defer Complaint # 2015DR11-02 to the May 25, 2016, regular Business Committee meeting, seconded by Tehassi
Hill. Motion carried unanimously.
EXCERPT FROM MARCH 30, 2016: Motion by David Jordan to defer the update regarding
Complaint # 2015-DR11-02 to the April 27, 2016, regular Business Committee meeting,
seconded by Jennifer Webster.
EXCERPT FROM MARCH 9, 2016: Motion by David Jordan to defer the update regarding
complaint # 2015-DR11-02 to the March 30, 2016, regular Business Committee meeting,
seconded by Brandon Stevens. Motion carried unanimously.
EXCERPT FROM FEBRUARY 24, 2016: Motion by Lisa Summers to defer the remainder of
the agenda to the March 9, 2016, regular Business Committee meeting, seconded by Fawn
Billie. Motion carried unanimously.
EXCERPT FROM DECEMBER 9, 2015: Motion by Lisa Summers to accept complaint #
2015-DR11-02 and to defer item to Chairwoman Tina Danforth, Councilman David Jordan,
and Councilman Brandon Stevens for follow-up, seconded by Fawn Billie. Motion carried
unanimously.
3. Accept close-out report regarding complaint # 2015-DR14-01
Sponsor:
page 471
David Jordan, Councilman
EXCERPT FROM MAY 25, 2016: Motion by David Jordan to approve the request to close-out
complaint # 2015-DR14-01, seconded by Brandon Stevens. Motion carried with one
abstention.
EXCERPT FROM APRIL 27, 2016: Motion by Jennifer Webster to defer Complaint # 2015DR14-01 to the May 25, 2016, regular Business Committee meeting, seconded by Tehassi
Hill. Motion carried unanimously.
EXCERPT FROM MARCH 30, 2016: Motion by David Jordan to defer the update regarding
Complaint # 2015-DR14-01 to the April 27, 2016, regular Business Committee meeting,
seconded by Jennifer Webster.
EXCERPT FROM MARCH 9, 2016: Motion by David Jordan to defer the update regarding
complaint # 2015-DR14-01 to the March 30, 2016, regular Business Committee meeting,
seconded by Brandon Stevens. Motion carried unanimously.
EXCERPT FROM FEBRUARY 24, 2016: Motion by Lisa Summers to defer the remainder of
the agenda to the March 9, 2016, regular Business Committee meeting, seconded by Fawn
Billie. Motion carried unanimously.
EXCERPT FROM DECEMBER 9, 2015: Motion by David Jordan to defer complaint # 2015DR14-01 to Chairwoman Tina Danforth, Councilman David Jordan, and Councilman Brandon
Stevens for follow-up, seconded by Lisa Summers. Motion carried unanimously.
E. TABLED BUSINESS (No Requested Action)
F. NEW BUSINESS
1. Approve limited waiver of sovereign immunity – Micros Fidelio World Wide, LLC. –
contract # 2016-0734
Sponsor: Louise Cornelius, Gaming General Manager
Oneida Business Committee Regular Meeting Agenda of July 27, 2016
Page 6 of 7
page 478
Page 7 of 342
2. Approve request from Southeastern Oneida Tribal Services Advisory Board to
page 494
terminate appointment of member
Chair:
Daniel Schiller, Southeastern Oneida Tribal Services Advisory Board
Liaison:
Tina Danforth, Tribal Chairwoman
3. Review complaint # 2016-DR07-01 and determine appropriate next steps
page 496
(1:30 p.m. - 2:00 p.m.)
Sponsor: David Jordan, Councilman
4. Accept letter of resignation in accordance with section 7.2 of employment contract #
page 560
2013-0856 and determine next steps
(9:45 a.m. - 10:15 a.m.)
Sponsors: Lisa Summers, Tribal Secretary; David Jordan, Councilman
XVII.
ADJOURN
Posted on the Oneida Nation’s official website, www.oneida-nsn.gov, at 5:00 p.m., Friday, July 22, 2016, pursuant to the
Open Records and Open Meetings Law, section 7.17-1.
The meeting packet of the open session materials for this meeting is available by going to the Oneida Nation’s official
website at: oneida-nsn.gov/government/business-committee/agendas-packets/
For information, please call the Business Committee Support Office at (920) 869-4364 or (800) 236-2214.
Oneida Business Committee Regular Meeting Agenda of July 27, 2016
Page 7 of 7
Page 8 of 342
Page 9 of 342
Page 10 of 342
Page 11 of 342
Oneida Business Committee Agenda Request
1. Meeting Date Requested:
07 / 27 / 16
2. General Information:
Session:
Open
Agenda Header:
Executive - See instructions for the applicable laws, then choose one:
Oaths of Office
Accept as Information only
Action - please describe:
Administer Oath of Office
3. Supporting Materials
Report
Resolution
Contract
Other:
1.
3.
2.
4.
Business Committee signature required
4. Budget Information
Budgeted - Tribal Contribution
Budgeted - Grant Funded
5. Submission
Authorized Sponsor / Liaison:
Lisa Summers, Tribal Secretary
Primary Requestor/Submitter:
Richard VanBoxtel, Oneida Police Department
Your Name, Title / Dept. or Tribal Member
Additional Requestor:
Name, Title / Dept.
Additional Requestor:
Name, Title / Dept.
Page 1 of 2
Unbudgeted
Page 12 of 342
Oneida Business Committee Agenda Request
6. Cover Memo:
Describe the purpose, background/history, and action requested:
Oath of Office for three (3) new hire Officers:
Donovan Duggan
Alexis Hughes
Ralph Powless Jr.
1) Save a copy of this form for your records.
2) Print this form as a *.pdf OR print and scan this form in as *.pdf.
3) E-mail this form and all supporting materials in a SINGLE *.pdf file to: BC_Agenda_Requests@oneidanation.org
Page 2 of 2
Page 13 of 342
Oneida Business Committee Agenda Request
1. Meeting Date Requested:
07 / 27 / 16
2. General Information:
Session:
Open
Agenda Header:
Executive - See instructions for the applicable laws, then choose one:
Oaths of Office
Accept as Information only
Action - please describe:
Administer Oath of Office to Nathaniel S. King to the Bay Bancorporation Inc. Board of Directors
3. Supporting Materials
Report
Resolution
Contract
Other:
1.
3.
2.
4.
Business Committee signature required
4. Budget Information
Budgeted - Tribal Contribution
Budgeted - Grant Funded
5. Submission
Authorized Sponsor / Liaison:
Lisa Summers, Tribal Secretary
Primary Requestor:
Kathleen M. Metoxen, Executive Tribal Clerk
Your Name, Title / Dept. or Tribal Member
Additional Requestor:
Name, Title / Dept.
Additional Requestor:
Name, Title / Dept.
Page 1 of 2
Unbudgeted
Page 14 of 342
Oneida Business Committee Agenda Request
6. Cover Memo:
Describe the purpose, background/history, and action requested:
The posting was in the February 18, 2016 issue of the Kalihwisaks for (1) vacancy on the Bay Bancorporation
board for a (3) year term with the deadline of March 18, 2016. There were (6) applicants for the (1) vacancy on the
Bay Bancorporation. The appointment was made on the July 13, 2016 BC Agenda.
1) Save a copy of this form for your records.
2) Print this form as a *.pdf OR print and scan this form in as *.pdf.
3) E-mail this form and all supporting materials in a SINGLE *.pdf file to: BC_Agenda_Requests@oneidanation.org
Page 2 of 2
Page 15 of 342
Oneida Business Committee Agenda Request
1. Meeting Date Requested:
07 / 27 / 16
2. General Information:
Session:
Open
Agenda Header:
Executive - See instructions for the applicable laws, then choose one:
Minutes
Accept as Information only
Action - please describe:
Approve July 13, 2016, regular meeting minutes
3. Supporting Materials
Report
Resolution
Contract
Other:
1. July 13, 2016, regular meeting minutes
3.
2.
4.
Business Committee signature required
4. Budget Information
Budgeted - Tribal Contribution
Budgeted - Grant Funded
Unbudgeted
5. Submission
Authorized Sponsor / Liaison:
Lisa Summers, Tribal Secretary
Primary Requestor/Submitter:
Submitted by: Heather Heuer, Info. Mgmt. Specialist/BC Support Office
Your Name, Title / Dept. or Tribal Member
Additional Requestor:
Name, Title / Dept.
Additional Requestor:
Name, Title / Dept.
Page 1 of 2
Page 16 of 342
Oneida Business Committee
Executive Session
9:00 a.m. Tuesday, July 12, 2016
Executive Conference Room, 2nd floor, Norbert Hill Center
Regular Meeting
9:00 a.m. Wednesday, July 13, 2016
BC Conference Room, 2nd floor, Norbert Hill Center
Minutes – DRAFT
EXECUTIVE SESSION
Present: Chairwoman Tina Danforth, Treasurer Trish King, Secretary Lisa Summers, Council members:
Fawn Billie, David Jordan, Brandon Stevens, Jennifer Webster;
Not Present: Vice-Chairwoman Melinda J. Danforth, Councilman Tehassi Hill;
Arrived at: ;
Others present: Patrick Stensloff, Dale Wheelock, Troy Parr, Jo Anne House, Joanie Buckley, Dave
Cluckey, Larry Barton, Ralinda Ninham-Lamberies;
REGULAR MEETING
Present: Chairwoman Tina Danforth, Treasurer Trish King, Secretary Lisa Summers, Council members:
Fawn Billie, David Jordan, Brandon Stevens, Jennifer Webster;
Not Present: Vice-Chairwoman Melinda J. Danforth, Councilman Tehassi Hill;
Arrived at: ;
Others present: Jo Anne House, Brad Graham, Bill Graham, Don White, Susan House, Heather Heuer,
Joanie Buckley, Jessica Wallenfang, Donald Miller, Mike Hill, Danelle Wilson, Chris Johnson, Shannon
Columb, Cathy Metoxen, Dawn Moon-Kopetsky, Leyne Orosco, Larry Barton, Dale Wheelock, Susan
White, Troy Parr, Paul Witek, Patrick Pelky, Nancy Barton, Mason Thomas, Jacque Boyle, James
Petitjean, Florence Petri, Nathan Smith, Arthur Cornelius, Floyd Hill, Reann Skenandore, Bonnie Pigman,
Sheila Huntington, Brent Truttman, Elena Hill, Leanna Doxtator, Sue Doxtator;
I.
CALL TO ORDER AND ROLL CALL by Chairwoman Tina Danforth at 9:01 a.m.
For the record:
II.
Vice-Chairwoman Melinda J. Danforth is attending the Region 5 Tribal
Operations Committee (R5TOC) meeting in Bowler, WI on behalf of
Councilman Tehassi Hill. Councilman Tehassi Hill is away on approved
travel to attend the Food Distribution Program on Indian Reservations
meeting in Norman, OK.
OPENING (00:00:25) by Tribal Member Shirley Barber
Page 17 of 342
III.
ADOPT THE AGENDA (00:01:55)
Motion by Lisa Summers to adopt the agenda with the following change: [Move item 14.B.01. Approve
travel request in accordance with Travel & Expense Policy – Nine (9) Oneida Nation Veterans Affairs
Committee (ONVAC) members – Indian Summer Festival – September 8-11, 2016, first on the agenda],
seconded by Jennifer Webster. Motion carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
IV.
OATHS OF OFFICE (No Requested Action)
V.
MINUTES (00:04:53)
A. Approve June 22, 2016, regular meeting minutes
Sponsor:
Lisa Summers, Tribal Secretary
Motion by Lisa Summers to approve the June 22, 2016, regular meeting minutes, seconded by Fawn
Billie. Motion carried with one abstention:
Ayes:
Fawn Billie, Trish King, Brandon Stevens, Lisa Summers, Jennifer
Webster
Abstained:
David Jordan
Not Present:
Melinda J. Danforth, Tehassi Hill
B. Approve July 5, 2016, special meeting minutes
Sponsor:
Lisa Summers, Tribal Secretary
Motion by Lisa Summers to approve the July 5, 2016, special meeting minutes, seconded by David
Jordan. Motion carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
VI.
RESOLUTIONS (00:06:00)
A. Adopt resolution titled Participation in a Nationwide Elder Needs Assessment
Sponsor:
Don White, Division Director/Governmental Services
Motion by Lisa Summers to adopt resolution # 07-13-16-A Participation in a Nationwide Elder Needs
Assessment, seconded by Jennifer Webster. Motion carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
B. Adopt resolution titled The Economic Development Administration Program Grant
Sponsor:
Joanie Buckley, Division Director/Internal Services
Motion by Lisa Summers to adopt resolution # 07-13-16-B The Economic Development Administration
Program Grant, seconded by Trish King. Motion carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
Page 18 of 342
C. Adopt resolution titled Revenue Allocation Plan Fiscal Year 2016
Sponsor:
Jo Anne House, Chief Counsel
Motion by Lisa Summers to adopt resolution # 07-13-16-C Revenue Allocation Plan Fiscal Year 2016,
seconded by Trish King. Motion carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
D. Adopt resolution titled Implementing Per Capita Plan for Fiscal Year 2017 to Fiscal
Year 2021 Adopted by General Tribal Council on June 13, 2016
Sponsor:
Lisa Summers, Tribal Secretary
Motion by Lisa Summers to adopt resolution titled Implementing Per Capita Plan for Fiscal Year 2017 to
Fiscal Year 2021 Adopted by General Tribal Council on June 13, 2016, seconded by Brandon Stevens.
Motion ruled out of order by Chairwoman Tina Danforth.
For the record:
Chairwoman Tina Danforth stated based on what Jo Anne said she said
it is my discretion to call it out of order due to the grey areas and again I
think due to the uncertainty of what the outcome of the June 13th
because the main motion is the main motion and the main motion was
$2,000 for 5 years. That stands. And if there’s an amendment that is
contradictory then we are not ready to move forward unless we are going
to pay $2,000 plus $1,300 and I don’t think that was the intent of the floor
on that day. And I think from a procedural standpoint this needs to be
addressed and it’s not clear. It is totally not clear. A main motion passes,
the entirety of the main motion passes along with its’ amendments.
Based on that, I am going to say it’s out of order.
Motion by Lisa Summers to table this item to the July 27, 2016, regular Business Committee meeting,
seconded by David Jordan. Motion carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
VII.
APPOINTMENTS (No Requested Action)
VIII.
STANDING COMMITTEES (00:15:56)
A. Legislative Operating Committee
Sponsor:
Councilman Brandon Stevens, Chair
1. Accept June 15, 2016, Legislative Operating Committee meeting minutes
Motion by Lisa Summers to accept the June 15, 2016, Legislative Operating Committee meeting minutes,
seconded by Trish King. Motion carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
Page 19 of 342
B. Finance Committee
Sponsor:
Treasurer Trish King, Chair
1. Approve July 5, 2016, Finance Committee meeting minutes
Motion by Lisa Summers to approve the July 5, 2016, Finance Committee meeting minutes, seconded by
David Jordan. Motion carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
C. Community Development & Planning Committee (No Requested Action)
D. Quality of Life Committee (No Requested Action)
IX.
GENERAL TRIBAL COUNCIL (00:17:23)
A. Petitioner Michael Debraska: Special GTC meeting to establish a Health Care Board
Sponsor:
Lisa Summers, Tribal Secretary
1. Accept financial analysis
EXCERPT FROM MAY 25, 2016: (1) Motion by Lisa Summers to accept the legislative
analysis, seconded by David Jordan. Motion carried unanimously. (2) Motion by Lisa
Summers to accept the legal analysis, seconded by David Jordan. Motion carried
unanimously. (3) Motion by David Jordan to defer the financial analysis for thirty (30) days,
seconded by Jennifer Webster. Motion carried unanimously.
EXCERPT FROM MAY 11, 2016: Motion by Jennifer Webster to defer the legal analysis to
the next regular business Committee meeting, seconded by David Jordan. Motion carried
unanimously.
EXCERPT FROM APRIL 27, 2016: Motion by Melinda J. Danforth to accept the legislative
progress report regarding Petitioner Michael Debraska: Special GTC meeting to establish a
Health Care Board, seconded by Jennifer Webster. Motion carried unanimously.
EXCERPT FROM March 9, 2016: Motion by David Jordan to accept the verified petition from
Michael Debraska: Special GTC meeting to establish a Health Care Board; to send the
verified petition to the Law, Finance, Legislative Reference, and Direct Report Offices for the
legal, financial, legislative, and administrative analyses to be completed; to direct the Law,
Finance, and Legislative Reference Offices to submit the analyses to the Tribal Secretary’s
Office within sixty (60) days, and that a progress report be submitted in forty-five (45) days;
and to direct the Direct Report Offices to submit the appropriate administrative analyses to
the Tribal Secretary’s Office within thirty (30) days, seconded by Trish King. Motion carried
unanimously.
Motion by Lisa Summers to accept the financial analysis regarding Petitioner Michael Debraska: Special
GTC meeting to establish a Health Care Board, seconded by David Jordan. Motion carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
Page 20 of 342
B. Petitioner Michael Debraska: Special GTC meeting regarding Per Capita Distribution
$3,000/$5,000
Sponsor:
Lisa Summers, Tribal Secretary
1. Accept legislative progress report noting the analysis is due at the July 27, 2016,
regular Business Committee meeting
Motion by Lisa Summers to accept the legislative progress report regarding Petitioner Michael Debraska:
Special GTC meeting regarding Per Capita Distribution $3,000/$5,000, noting the analysis is due at the
July 27, 2016, regular Business Committee meeting, seconded by David Jordan. Motion carried
unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
2. Accept legal progress report noting the analysis is due at the July 27, 2016, regular
Business Committee meeting
Motion by Lisa Summers to accept the legal progress report regarding Petitioner Michael Debraska:
Special GTC meeting regarding Per Capita Distribution $3,000/$5,000, noting the analysis is due at the
July 27, 2016, regular Business Committee meeting, seconded by Fawn Billie. Motion carried
unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
EXCERPT FROM MAY 25, 2016: Motion by Lisa Summers to accept the financial analysis,
seconded by David Jordan. Motion carried unanimously.
EXCERPT FROM MAY 12, 2016: Motion by David Jordan to accept the verified petition from
Michael Debraska regarding Per Capita Distribution; to send the verified petition to the Law,
Finance, Legislative Reference, and Direct Report Offices for the legal, financial, legislative,
and administrative analyses to be completed; to direct the Law, Finance, and Legislative
Reference Offices to submit the analyses to the Tribal Secretary’s Office within sixty (60)
days, and that a progress report be submitted in forty-five (45) days; and to direct the Direct
Report Offices to submit the appropriate administrative analyses to the Tribal Secretary’s
Office within thirty (30) day, seconded by Lisa Summers. Motion carried unanimously.
X.
STANDING ITEMS (No Requested Action)
Page 21 of 342
XI.
UNFINISHED BUSINESS (1:32:43)
A. Accept update regarding Oneida Sacred Burial Grounds per GTC Directive
(This item is scheduled to begin at 11:00 a.m.)
Sponsor:
Brandon Stevens, Councilman
EXCERPT FROM JUNE 22, 2016: Motion by Jennifer Webster [… to request the Tribal Secretary
notify the Land Commission, Division of Land Management, Development Division, Trust &
Enrollment Committee, and any other parties that are necessary, to be present at the July 13,
2016, regular Business Committee meeting, seconded by Fawn Billie.
Motion carried
unanimously.]1
EXCERPT FROM JUNE 8, 2016: Motion by Lisa Summers to accept the information in the
memorandum from the Trust Department dated May 31, 2016, as information, noting there have
been two (2) identified alternative sites for a cemetery should the need arise and to send this item
to the next available Officers’ meeting for continued follow-up with the overall cemetery work plan,
seconded by Tehassi Hill. Motion carried unanimously.
EXCERPT FROM MARCH 9, 2016: (1) Motion by Tehassi Hill to accept the presentation
regarding the Oneida Sacred Burial Grounds per GTC Directive, seconded by Trish King. Motion
carried unanimously. (2) Amendment to the main motion by Tehassi Hill to request an update at
the first regular Business Committee meeting in June regarding potential locations of the
cemetery, seconded by Trish King. Motion carried unanimously.
Motion by Lisa Summers to accept the update and handout regarding Oneida Sacred Burial Grounds as
information, seconded by Brandon Stevens. Motion carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
XII.
TABLED BUSINESS (No Requested Action)
XIII.
NEW BUSINESS (00:20:19)
A. Approve request to support recommendation of Nathanial S. King to be appointed to the
Bay Bancorporation Board of Directors
Liaison:
Tina Danforth, Tribal Chairwoman
Motion by Lisa Summers to approve the request to support the recommendation of Nathanial S. King to
be appointed to the Bay Bancorporation Board of Directors, seconded by David Jordan. Motion carried
unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
This excerpt comes from the June 22, 2016, regular Business Committee meeting minutes for item X.A.
Defer update regarding Work Plan for CIP # 14-002 Cemetery Improvements to the July 27, 2016, regular
Business Committee meeting.
1
Page 22 of 342
B. Approve Indian Housing Plan for Fiscal Year 2017
Sponsor:
Dale Wheelock, Director/Oneida Housing Authority
Motion by Lisa Summers to approve the Indian Housing Plan for Fiscal Year 2017, seconded by Fawn
Billie. Motion carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
C. Accept update and presentation as information – Youth Leadership Event – Washington
D.C. – June 12-16, 2016
Sponsor:
Tina Danforth, Tribal Chairwoman
Motion by David Jordan to accept the update and presentation as information – Youth Leadership Event –
Washington D.C. – June 12-16, 2016, seconded by Lisa Summers. Motion carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
D. Enter E-poll results into the record approving letter of support from Oneida Business
Committee for grant application submission by Oneida Nation’s gang task force program
seeking program funding aimed at decreasing risks of girls entering juvenile system
Sponsor:
Lisa Summers, Tribal Secretary
Motion by Lisa Summers to enter the E-poll results into the record approving letter of support from Oneida
Business Committee for grant application submission by Oneida Nation’s gang task force program
seeking program funding aimed at decreasing risks of girls entering juvenile system, seconded by
Jennifer Webster. Motion carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
E. Enter E-poll results into the record for approved travel request – Councilman Tehassi Hill –
Food Distribution Program on Indian Reservations meeting – Norman, OK – July 11-13,
2016
Sponsor:
Lisa Summers, Tribal Secretary
Motion by Jennifer Webster to enter the E-poll results into the record for approved travel request –
Councilman Tehassi Hill – Food Distribution Program on Indian Reservations meeting – Norman, OK –
July 11-13, 2016, noting it is 100% grant funded, seconded by Lisa Summers. Motion carried
unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
Secretary Lisa Summers departs at 10:01 a.m.
Secretary Lisa Summers returns at 10:04 a.m.
Page 23 of 342
F. Approve request to direct Tribal Treasurer and Chief Counsel to submit declaratory ruling
request to Oneida Judiciary by July 15, 2016, regarding Chairwoman Tina Danforth’s
opinion that the June 13, 2016, General Tribal Council’s per capita motion and
amendments had irregularities and needed further discussion by General Tribal Council
Sponsor:
Trish King, Tribal Treasurer
Motion by Lisa Summers to approve the request to direct the Tribal Treasurer and Chief Counsel to
submit declaratory ruling request to Oneida Judiciary by July 15, 2016, regarding interpretation and
opinion that the June 13, 2016, General Tribal Council’s per capita motion and amendments had
irregularities and needed further discussion by General Tribal Council. Motion failed for lack of support.
Motion by Trish King to withdraw this request from the agenda, seconded by Lisa Summers. Motion
carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
XIV.
TRAVEL (1:11:14)
A. TRAVEL REPORTS
1. Accept travel report – Chairwoman Tina Danforth – National Leadership Conference –
Hinckley, MN – June 20-23, 2016
Motion by Lisa Summers to accept the travel report – Chairwoman Tina Danforth – National Leadership
Conference – Hinckley, MN – June 20-23, 2016, seconded by David Jordan. Motion carried
unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
Motion by Lisa Summers to defer this item to the Chairwoman’s Office for further development; and to
bring back a proposal on how we can implement over the next year, seconded by Jennifer Webster.
Motion carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
B. TRAVEL REQUESTS
1. Approve travel request in accordance with Travel & Expense Policy – Nine (9) Oneida
Nation Veterans Affairs Committee (ONVAC) members – Indian Summer Festival –
September 8-11, 2016
Liaison:
Jennifer Webster, Councilwoman
Motion by David Jordan to approve the travel request in accordance with Travel & Expense Policy – Nine
(9) Oneida Nation Veterans Affairs Committee (ONVAC) members – Indian Summer Festival –
September 8-11, 2016, noting it is a budgeted item, seconded by Lisa Summers. Motion carried
unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
Page 24 of 342
2. Approve travel request – Secretary Lisa Summers – Midwest Alliance of Sovereign
Tribes (MAST) summer meeting – Pokagon Band of Potawatomi Indians/Buffalo, MI –
July 20-21, 2016
Motion by David Jordan to approve the travel request – Secretary Lisa Summers – Midwest Alliance of
Sovereign Tribes (MAST) summer meeting – Pokagon Band of Potawatomi Indians/Buffalo, MI – July 2021, 2016, seconded by Fawn Billie. Motion carried with one abstention:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Jennifer
Webster
Abstained:
Lisa Summers
Not Present:
Melinda J. Danforth, Tehassi Hill
3. Approve travel request – Councilman Tehassi Hill – 2016 Partners in Action
Conference – Sault Ste. Marie, MI – July 19-21, 2016
Motion by Lisa Summers to approve the travel request – Councilman Tehassi Hill – 2016 Partners in
Action Conference – Sault Ste. Marie, MI – July 19-21, 2016; and to approve up to two (2) additional
Business Committee members to also attend if it is within their budgets, seconded by Jennifer Webster.
Motion carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
Motion by Lisa Summers to recess at 10:35 a.m. and to reconvene at 11:00 a.m., seconded by Fawn
Billie. Motion carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
Meeting called to order by Chairwoman Tina Danforth at 11:03 a.m.
Vice-Chairwoman Melinda J. Danforth and Councilman Tehassi Hill not present.
Motion by Lisa Summers to recess at 11:39 a.m. and to reconvene at 1:30 p.m., seconded by David
Jordan. Motion carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
Meeting called to order by Chairwoman Tina Danforth at 1:30 p.m.
Vice-Chairwoman Melinda J. Danforth and Councilman Tehassi Hill not present.
Page 25 of 342
XV.
REPORTS (2:08:30) (This section of the agenda is scheduled to begin at 1:30 p.m.)
A. OPERATIONAL REPORTS
1. Accept Development Division FY ’16 3rd quarter report
Sponsors: James Petitjean, Interim Assistant Division Director/Development; Jacque Boyle,
Interim Assistant Division Director/Operations; Scott Cottrell, Utilities Manager
Motion by Trish King to accept the Development Division FY ’16 3rd quarter report, seconded by Lisa
Summers. Motion carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
Motion by Lisa Summers to request the Interim Assistant Development Division Director of Operations to
analyze the questions that have come up today regarding the Healthcare facility and then provide
updated information at the August 16, 2016, Business Committee work meeting, seconded by Jennifer
Webster. Motion carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
2. Defer Environmental Health & Safety Division FY ’16 3rd quarter report to the July 27,
2016, regular Business Committee meeting
Sponsor: Patrick Pelky, Division Director/Environmental Health & Safety
Motion by Lisa Summers to defer the Environmental Health & Safety Division FY ’16 3rd quarter report to
the July 27, 2016, regular Business Committee meeting, seconded by Brandon Stevens. Motion carried
unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
3. Defer Division of Land Management FY ’16 3rd quarter report to the July 27, 2016,
regular Business Committee meeting
Sponsor: Patrick Pelky, Division Director/Land Management
Motion by Lisa Summers to defer the Division of Land Management FY ’16 3rd quarter report to the July
27, 2016, regular Business Committee meeting, seconded by Fawn Billie. Motion carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
B. CORPORATE REPORTS (No Requested Action)
Page 26 of 342
C. BOARDS, COMMITTEES, AND COMMISSIONS
1. Defer Anna John Residential Centered Care Community Board FY ’16 3rd quarter report
to the July 27, 2016, regular Business Committee meeting
Chair:
Candace House
Liaison:
Melinda J. Danforth, Tribal Vice-Chairwoman
Motion by Jennifer Webster to defer the Anna John Residential Centered Care Community Board FY ’16
3rd quarter report to the July 27, 2016, regular Business Committee meeting, seconded by Trish King.
Motion carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
2. Accept Oneida Nation Arts Board FY ’16 3rd quarter report
Chair-Elect: Dawn Walschinski
Liaison:
Jennifer Webster, Councilwoman
Motion by Jennifer Webster to accept the Oneida Nation Arts Board FY ’16 3rd quarter report, seconded
by Lisa Summers. Motion carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
XVI.
EXECUTIVE SESSION (1:16:27)
A. REPORTS
1. Accept Chief Counsel report – Jo Anne House, Chief Counsel
Motion by Lisa Summers to accept the Chief Counsel report dated July 8, 2016, seconded by Jennifer
Webster. Motion carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
B. STANDING ITEMS
1. Land Claims Strategy (No Requested Action)
C. AUDIT COMMITTEE
Sponsor:
Councilman Tehassi Hill, Chair
1. Accept May 12, 2016, Audit Committee meeting minutes
Motion by Lisa Summers to accept the May 12, 2016, Audit Committee meeting minutes, seconded by
Fawn Billie. Motion carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
Page 27 of 342
2. Approve Four Card Poker audit and lift confidentiality requirement allowing tribal
members to view the audit
Motion by Lisa Summers to approve the Four Card Poker audit and lift confidentiality requirement
allowing tribal members to view the audit, seconded by Jennifer Webster. Motion carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
3. Approve Three Card Poker Rules of Play audit and lift confidentiality requirement
allowing tribal members to view the audit
Motion by Lisa Summers to approve the Three Card Poker Rules of Play audit and lift confidentiality
requirement allowing tribal members to view the audit, seconded by Fawn Billie. Motion carried
unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
4. Approve Roulette Rules of Play audit and lift confidentiality requirement allowing
tribal members to view the audit
Motion by Lisa Summers to approve the Roulette Rules of Play audit and lift confidentiality requirement
allowing tribal members to view the audit, seconded by Jennifer Webster. Motion carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
D. UNFINISHED BUSINESS
1. Accept update regarding Print Shop – Mail Center Operational Plan
(1:30-2:00)
Sponsor: Joanie Buckley, Division Director/Internal Services
EXCERPT FROM APRIL 13, 2016: Motion by Fawn Billie to accept the Print Shop – Mail
Center Operational plan as information and to request an update for the July 13, 2016,
regular Business Committee meeting, seconded by Melinda J. Danforth. Motion carried
unanimously.
EXCERPT FROM MARCH 30, 2016: No formal action was taken on this item.
EXCERPT FROM DECEMBER 9, 2015: (1) Motion by David Jordan to accept the report,
seconded by Fawn Billie. Motion carried unanimously. (2) Motion by Lisa Summers to require
the next update be brought back to the March 23, 2016, regular Business Committee
meeting, seconded by Jennifer Webster. Motion carried unanimously.
EXCERPT FROM SEPTEMBER 23, 2015: Motion by Brandon Stevens to accept the update
as information, seconded by Fawn Billie. Motion carried unanimously.
EXCERPT FROM SEPTEMBER 9, 2015: (1) Motion by Jennifer Webster to accept this item
as information, seconded by Lisa Summers. Motion carried unanimously. (2) Amendment to
the main motion by Melinda J. Danforth to request the Internal Services Director bring back
the assessment to the Business Committee in three (3) months, seconded by Lisa Summers.
Motion carried unanimously.
Motion by Lisa Summers to accept the Oneida Printing October-May 2016 report; and to request a final
close-out report be brought back in ninety (90) days which includes any final transition items and
timelines, seconded by Brandon Stevens. Motion carried unanimously:
Page 28 of 342
Ayes:
Not Present:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Melinda J. Danforth, Tehassi Hill
Motion by Lisa Summers to request the Internal Services Division Director to start including transitioning
this item into their quarterly report, seconded by Jennifer Webster. Motion carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
2. Accept transition plan from Internal Services/MIS Department regarding Surveillance
System Replacement Project
(This item is scheduled to begin at 2:00 p.m.)
Sponsor: Joanie Buckley, Division Director/Internal Services
EXCERPT FROM APRIL 27, 2016: Motion by David Jordan to accept the update from the
Gaming Commission, Retail, Finance, and Gaming regarding Surveillance System
Replacement Project and to request that the agreed upon action plan be placed in writing and
signed by all affected parties, seconded by Tehassi Hill. Motion carried unanimously.
EXCERPT FROM APRIL 13, 2016: (1) Motion by Lisa Summers to request that the team
working on this item meet and collaborate on how to proceed and bring back this item to the
April 27, 2016, regular Business Committee meeting for an update, seconded by Jennifer
Webster. Motion carried unanimously. (2) Motion by Lisa Summers to defer a policy
development on this issue to the Internal Services/MIS Department to bring back a
recommendation on a transition plan which moves the Nation towards a long-term systems
alignment and for this draft plan to be brought back to the July 13, 2016, regular Business
Committee meeting, seconded by Fawn Billie. Motion carried unanimously. (3) Motion by
David Jordan to request all the teams that were to be brought together and put under one
team for a RFP to be vetted out and be transparent, seconded by Lisa Summers. Motion
carried unanimously.
Motion by Lisa Summers to accept the transition plan from Internal Services/MIS Department regarding
Surveillance System Replacement Project, seconded by Fawn Billie. Motion carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
Motion by Lisa Summers to direct that an internal team be established from a minimum of MIS
Department, Oneida Police Department, Gaming Commission and Security, and Purchasing Department
to develop a full transition plan for the Operations based on the recommendations provided in the report;
and to request an update on the progress be brought back to a regular Business Committee meeting in
six (6) months which would be January of 2017, seconded by Jennifer Webster. Motion carried
unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
E. TABLED BUSINESS (No Requested Action)
Page 29 of 342
F. NEW BUSINESS
1. Review U.S. Dept. of Housing and Urban Development (HUD) On-Site Monitoring
review report and determine appropriate corrective actions
(This is item is scheduled to begin at 9:00 a.m.)
Sponsor: Melinda J. Danforth, Tribal Vice-Chairwoman
Motion by Lisa Summers to request the Legislative Operating Committee to develop emergency
amendments to the Conflict of Interest Policy to address mandatory recusal in the event of certain
conflicts within forty-five (45) days; and to bring back final amendments as soon as possible (in regards to
Finding #1), seconded by Brandon Stevens. Motion carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
Motion by Lisa Summers to direct the Chief Financial Officer to address training requirements, including
that there is cross-training to ensure a trained employee is available during each step of the process (in
regards to Finding #2), seconded by Jennifer Webster. Motion carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
Motion by Lisa Summers to direct the Chief Financial Officer to begin development of an updated or new
Standard Operating Procedure addressing sole source contracting and, where needed, documentation of
external funding approval of sole source (in regards to Finding #3), seconded by David Jordan. Motion
carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
Motion by Lisa Summers to direct the Tribal Secretary to develop Standard Operating Procedures and
necessary Charter amendments regarding appointments to boards and agenda of corporate entities
which prohibit conflict with duties as a tribal employee (in regards to Finding #4), seconded by Jennifer
Webster. Motion carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
Motion by Lisa Summers to direct the Tribal Secretary to coordinate the management responses with the
Law Office, Finance, Housing, and Planning on behalf of the Oneida Business Committee by the
identified deadline, seconded by Jennifer Webster. Motion carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
2. Approve draft letter of engagement retaining Fletcher Law, PLLC – contract # 20160718
Sponsors: Trish King, Tribal Treasurer; Brandon Stevens, Councilman
Motion by Lisa Summers to approve engagement retaining Fletcher Law, PLLC – contract # 20160718; and to request the funds come from the Business Committee special projects budget with the
understanding the funds are allocated from the Student Ambassador, Language Immersion, and Rites of
Passage allocations, seconded by Trish King. Motion carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
Page 30 of 342
3. Review Business Committee Officers’ recommendations regarding personnel action,
transition, and annual evaluation follow-up
Sponsor: Melinda J. Danforth, Tribal Vice-Chairwoman
Motion by Lisa Summers to approve the Business Committee Officers’ recommendations dated July 12,
2016, regarding personnel action, transition, and annual evaluation follow-up; and to direct the ViceChair’s Office to carry out the actions approved in the materials presented, seconded by Fawn Billie.
Motion carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
4. Approve request to direct Area Manager of Human Resources Dept. to postpone
posting Land Claims Commission – Administrative Assistant position
Sponsors: Trish King, Tribal Treasurer; Lisa Summers, Tribal Secretary
Liaison:
Jennifer Webster, Councilwoman
Motion by Lisa Summers to approve the request to hold off on posting the Land Claims Commission –
Administrative Assistant position until the Business Committee and Land Claims Commission can meet to
discuss and collaborate efforts to create efficiencies in staff roles, seconded by Jennifer Webster. Motion
carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
5. Review and approve Business Committee Officer’s recommendations regarding
Interim Assistant Development Division Director – Operations’ thirty (30) day report
Sponsor: Melinda J. Danforth, Tribal Vice-Chairwoman
Motion by Lisa Summers to accept the update from the Interim Assistant Development Division Director of
Operations; and to ask the Officers to continue working with the Interim Assistant Director to obtain a
more detailed report on the operations as it relates to overall measurements, including the Plumbing
Departments’ work with the Operations, Community, and the newly developed Housing Division,
seconded by Jennifer Webster. Motion carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
XVII.
ADJOURN
Motion by Lisa Summers to adjourn at 2:25 p.m., seconded by Fawn Billie. Motion carried unanimously:
Ayes:
Fawn Billie, David Jordan, Trish King, Brandon Stevens, Lisa Summers,
Jennifer Webster
Not Present:
Melinda J. Danforth, Tehassi Hill
Minutes prepared by Heather Heuer, Information Management Specialist
Minutes approved as presented/corrected on ___________.
_________________________________
Lisa Summers, Secretary
ONEIDA BUSINESS COMMITTEE
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BC Resolution # __-__-__-_
Amending the Self-Governance Multi-Year Funding Agreement
WHEREAS,
the Oneida Nation is a federally recognized Indian government and a treaty tribe
recognized by the laws of the United States of America; and
WHEREAS,
the Oneida General Tribal Council is the governing body of the Oneida Nation; and
WHEREAS,
the Oneida Business Committee has been delegated the authority of Article IV, Section 1,
of the Oneida Tribal Constitution by the Oneida General Tribal Council; and
WHEREAS,
the Oneida Nation is a Self-Governance Tribe under Title V of P.L.93-638, as amended;
and
WHEREAS,
the Oneida Nation has a Multi-Year Funding Agreement with the federal Department of
Health and Human Services’ Indian Health Service which includes FY 2016; and
WHEREAS,
Section 10 of the Multi-Year Funding Agreement enables modifications of the Agreement
in the form of an amendment which requires the written consent of both the Oneida Nation
and the Secretary or their authorized representative.
NOW THEREFORE BE IT RESOLVED, the Oneida Nation wishes to amend the Self-Governance MultiYear Funding Agreement by adding the following language: “The Oneida Nation’s Comprehensive Health
Services Division agrees to be bound by 42 CFR Part 136 Subpart I in the administration and provision of
Purchased and Referred Care services carried out under this Agreement.”
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Oneida Business Committee Agenda Request
1. Meeting Date Requested:
07 / 27 / 16
2. General Information:
Session:
Open
Agenda Header:
Executive - See instructions for the applicable laws, then choose one:
Resolutions
Accept as Information only
Action - please describe:
Adopt the Garnishment Law Amendments
3. Supporting Materials
Report
Resolution
Contract
Other:
1. Backup
3.
2.
4.
Business Committee signature required
4. Budget Information
Budgeted - Tribal Contribution
Budgeted - Grant Funded
5. Submission
Authorized Sponsor / Liaison:
David Jordan
Primary Requestor/Submitter:
Jennifer Falck, LRO
Your Name, Title / Dept. or Tribal Member
Additional Requestor:
Name, Title / Dept.
Additional Requestor:
Name, Title / Dept.
Page 1 of 2
Unbudgeted
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Page 69 of 342
Oneida Business Committee Agenda Request
1. Meeting Date Requested:
07 / 27 / 16
2. General Information:
Session:
Open
Agenda Header:
Executive - See instructions for the applicable laws, then choose one:
Standing Committees
Accept as Information only
Action - please describe:
A memo from LOC Chair to OBC updating the Membership Ordinance Emergency Amendments activity
3. Supporting Materials
Report
Resolution
Contract
Other:
1. Memo
3.
2.
4.
Business Committee signature required
4. Budget Information
Budgeted - Tribal Contribution
Budgeted - Grant Funded
5. Submission
Authorized Sponsor / Liaison:
Brandon Stevens
Primary Requestor/Submitter:
Jennifer Falck, LRO
Your Name, Title / Dept. or Tribal Member
Additional Requestor:
Name, Title / Dept.
Additional Requestor:
Name, Title / Dept.
Page 1 of 2
Unbudgeted
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ONEIDA NATION
P.O. Box 365
Oneida, WI 54115
MEMORANDUM
TO:
Finance Committee
CC:
Business Committee
FR:
Denise Vigue, Executive Assistant
DT:
July 19, 2016
RE:
E-Poll Results of: FC Meeting Minutes of July 18, 2016
An E-Poll vote of the Finance Committee was conducted to approve the
July 18, 2016 Finance Committee meeting minutes. The results of the
completed E-Poll are as follows:
E-POLL RESULTS:
There was a Majority 4 YES votes from Wesley Martin, Jr., Larry Barton,
Jennifer Webster and Chad Fuss to approve the July 18, 2016 Finance
Committee Meeting Minutes.
The minutes will be placed on the next BC agenda of July 27, 2016 for
approval and the next Finance Committee agenda of August 1, 2016 to
ratify this E-Poll action.
Yaw⩑ko
__________________________________________________________________________________________________________________________________________________________
* Per the Finance Committee By-Laws Article III-Meetings, 3-4 Quorum. Four (4) members of the Finance Committee shall
constitute a quorum & 3-6 Voting. (d) The Finance Committee shall act by a majority of vote of the quorum present at any
meeting.
Page 75 of 342
ONEI D A FI N ANCE COM M I TTEE
FC WORK MEETING
July 18, 2016 – 8:30 A.M.
BC Executive Conference Room
FINANCIAL PLANNING MEETING
July 18, 2016 – 9:00 A.M.
BC Executive Conference Room
REGULAR MEETING
July 18, 2016 – 10:00 A.M.
BC Executive Conference Room
REGULAR MEETING MINUTES
FC Work Meeting:
Patricia King, Treasurer/FC Chair
Jenny Webster, BC Council Member
Chad Fuss, Gaming AGM/FC Alternate
Larry Barton, CFO/FC Vice-Chair
Louise Cornelius, GGM
Wesley Martin, Jr., Community Elder Member
Excused: David Jordan, BC Council Member and Patrick Stensloff, Purchasing Director
FC Financial Planning Meeting:
Patricia King, Treasurer/FC Chair
Jenny Webster, BC Council Member
Chad Fuss, Gaming AGM/FC Alternate
Larry Barton, CFO/FC Vice-Chair
Louise Cornelius, GGM
Wesley Martin, Jr., Community Elder Member
Excused: David Jordan, BC Council Member and Patrick Stensloff, Purchasing Director
FC Regular Meeting:
Patricia King, Treasurer/FC Chair
Larry Barton, CFO/FC Vice-Chair
Jenny Webster, BC Council Member
Chad Fuss, Gaming AGM/FC Alternate
Wesley Martin, Jr., Community Elder Member
Excused: David Jordan, BC Council Member and Patrick Stensloff, Purchasing Director
Others Present: David Emerson, Tim Skenandore, Sharon Mousseau, Linda Jenkins, Carla Witkowski
and Denise Vigue, FC recording secretary
I.
II.
Call to Or der : The Regular FC meeting was called to order by the FC Chair at 10:05 A.M.
Approv al of Agenda: JULY 18, 2016:
Motion by Larry Barton to approve the Finance Committee agenda for July 18, 2016 with: two
ADD On requests under Capital Expenditures; one ADD On request under New Business; and
one ADD On request under Donations. Seconded by Jennifer Webster. Motion carried
unanimously.
III.
Approv al of Mi nutes: JULY 5, 2016 (approved via FC E-Poll on 7/6/16):
Motion by Wesley Martin, Jr. to ratify the FC E-Poll action of July 6, 2016 approving the Finance
Committee meeting minutes of July 5, 2016. Seconded by Jennifer Webster. Motion carried
unanimously.
IV.
Tabled Business:
Motion by Wesley Martin, Jr. to keep the Community Fund items 1-4 on the table. Seconded by
Chad Fuss. Motion carried unanimously.
1. Laptop Purchase
Amount: $300.
Michael Debraska
2. I-Pad Pro Purchase
Amount: $300.
Beverly Somers
3. I-Pad Pro Purchase
Amount: $300.
Daniel Miller
4. I-Pad Air Purchase
Amount: $300.
B.Jan Frion
Page 76 of 342
V.
Capital Expenditures:
1. Incredible Technologies (6) Slot Games
David Emerson, Gaming Slots Department
Handouts of additional backup information were provided; wrapping up purchases for the year
with this purchase of exceptional performers; already at main, hoping to recreate profits with
installation at Mason Street; discussion of nominal pricing for trade in values; shipping costs; and
specific vendors. Gaming does work with Purchasing on solicitation of qualified buyers for used
machines.
Motion by Wesley Martin, Jr. to approve the Gaming Capital Expenditure for the Incredible
Technologies (6) Slot Games in the amount of $121,234.80. Seconded by Jennifer Webster.
Motion carried unanimously.
2.
ADD ON: IGT (4) Slot Games
David Emerson, Gaming Slots Department
Handouts of additional backup information were provided; these are poker games utilizing the
latest technology; showing added game play/profitability.
Motion by Jennifer Webster to approve the Gaming Capital Expenditure for the IGT (4) Slot
Games in the amount of $64,188.80. Seconded by Wesley Martin, Jr. Motion carried
unanimously.
3.
ADD ON: Miron Construction Contract Amendment
Tim Skenandore, Gaming Facilities
This is a contract amendment to complete exterior work; working with Engineering advised to
use this same contractor that completed remodel project to keep consistency of appearance;
funds are budgeted and have been approved through Gaming Capital Expenditures. The CFO
noted for Gaming Facilities that one of the sub-contractors did have Indian Preference issues in
the past and to ensure this will not be with current project.
Motion by Wesley Martin, Jr. to approve the Miron Construction Contract Amendment in the
amount of $114,809.00. Seconded by Jennifer Webster. Motion carried unanimously.
VI.
New Business:
1. Direct Care Therapy Services
Carla Witkowski, BIA Early Intervention
This is a sole source contract for speech and language services; staff provided through Direct
Care is qualified and credentialed to move from program to program, this is 100% funded by
the bureau.
Motion by Larry Barton to approve the Direct Care Therapy Services contract in the amount of
$175,000. Seconded by Wesley Martin, Jr. Motion carried unanimously.
2.
ADD ON: Lamers Bus Line – contract
Sharon Mousseau, ONES Administrator
This is a multi-year (6) contract, this will be year three; there was a discussion on how much
received from the bureau and how much needed through tribal contribution; CFO noted in the
last year of this contract it should be sent out for bid.
Motion by Chad Fuss to approve year three payment for the Lamers Bus Line contract in the
amount of $380,000. Seconded by Larry Barton. Jennifer Webster abstained. Motion carried.
VII.
Donation Requests /Reports:
1. Report: Wisconsin Indian Education Association
Requestor: Rachel Byington and the SW WIEA Planning Team
Page 77 of 342
Motion by Jennifer Webster to accept as FYI the required Donation Follow-Up Report from the
Wisconsin Indian Education Association. Seconded by Larry Barton. Motion carried
unanimously.
2.
Report: Military Order of the Purple Heart
Requestor: George Greendeer, Commander, MoPH
Motion by Jennifer Webster to accept as FYI the required Donation Follow-Up Report from the
Military Order of the Purple Heart. Seconded by Wesley Martin, Jr. Motion carried
unanimously.
3. ADD ON: Bad River Request for Emergency Assistance
Larry Barton, CFO
There was a discussion of the request an e-mail received Kaylynn Gresham at Emergency
Management of the request for assistance to the Bad River reservation that has flood damages;
the BC has already provided from their donation line $5,000. for bottled water as that is the
greatest need; there is a fund set up at the bank for general assistance; the max amount that
can be approved under the FC Donation policy is $2,500, or a procedural exception can be made
if FC can donate more; will need to follow up with Kaylynn of current status/needs; e-mail can
be used as backup for the records.
Motion by Wesley Martin, Jr. to approve $2,500 from the FC Donation Line to be sent to the
Associated Bank- Bad River Tribal Relief Fund to assist the Bad River Reservation with emergency
assistance. Seconded by Larry Barton. Motion carried unanimously.
VIII.
IX.
X.
Executive Session: No items
Follow Up: No items
FYI and /or Thank You:
1. FYI: American Gaming Systems (8) Trial Games
David Emerson, Gaming Slots Department
Motion by Jennifer Webster to accept as FYI the information regarding the 8 Trial Games (no
purchase) from American Gaming Systems (AGS). Seconded by Wesley Martin, Jr. Motion
carried unanimously.
XI.
Adjour n: Motion by Wesley Martin, Jr. to adjourn. Seconded by Jennifer Webster.
Motion carried unanimously. The regular FC meeting ended at 10:43 A.M.
Minutes taken and transcribed by:
Denise Vigue, Executive Assistant in Finance
& Finance Committee Recording Secretary
Finance Committee- E-Poll Minutes Approval Date:
Oneida Business Committee- FC Minutes- Approval Date:
JULY 19, 2016
IX. GENERAL TRIBAL COUNCIL
A. Petitioner Michael Debraska: Special GTC meeting regarding Per Capita Distribution
$3,000/$5,000
Sponsor: Lisa Summers, Tribal Secretary
1. Accept legislative analysis
2. Defer legal analysis
B. Approve Reconvened 2016 Semi-Annual General Tribal Council meeting date
Sponsor: Lisa Summers, Tribal Secretary
These agenda items contain information for Tribal Members only. Please visit the Business Committee
Support Office on the second floor of the Norbert Hill Center with Tribal I.D. to obtain full packet materials.
Materials may also be obtained after logging into the Tribal Members only portal at https://oneidansn.gov/members-only/gtc-portal/bc-meeting-materials-for-members-only/
For any questions, please call the Business Committee Support Office at (920)869-4364 or send an email
to TribalSecretary@oneidanation.org. Thank you.
Page 91 of 342
Oneida Business Committee Agenda Request
1. Meeting Date Requested:
7
/ 27 / 16
2. General Information:
Session:
Open
Agenda Header:
Requesting this item to be scheduled at 11:00 a.m., as
representatives from GEI Consultants, Inc. will be
present to provide summary of the DRAFT
hydrogeologic report with powerpoint
Executive - See instructions for the applicable laws, then choose one:
Unfinished Business
Accept as Information only
Action - please describe:
Accept update of Work Plan for Cemetery Improvements project #14-002.
3. Supporting Materials
Report
Resolution
Contract
Other:
1. Memo
3. Hydrogeologic Study - DRAFT
2. Work Plan
4.
Business Committee signature required
4. Budget Information
Budgeted - Tribal Contribution
Budgeted - Grant Funded
Unbudgeted
5. Submission
Authorized Sponsor / Liaison:
Brandon Stevens, Council Member
Primary Requestor/Submitter:
James Petitjean, Interim Asst. Division Director/Development
Your Name, Title / Dept. or Tribal Member
Additional Requestor:
Paul J. Witek, Senior Tribal Architect/ Engineering Dept.
Name, Title / Dept.
Additional Requestor:
Fawn Cottrell, Contract Processor/ Engineering Dept.
Name, Title / Dept.
Page 1 of 2
Page 92 of 342
Oneida Business Committee Agenda Request
6. Cover Memo:
Describe the purpose, background/history, and action requested:
STANDING ITEM:
Purpose:
Follow-up to item XII.A from December 9, 2015 OBC Meeting for a update to Work Plan.
Background:
On December 9, 2015 the Business Committee approved a motion to request the Cemetery Improvement
Project #14-002 Work Plan be a standing item on the second regular Business Committee meeting agenda of
each month starting in January of 2016 for updates.
The Oneida Cemetery Improvements - Hydrogeologic Study has been worked on by GEI Consultants, Inc. A first
DRAFT of the study is attached and representatives from GEI will be present at the meeting to summarize the
draft report and answer questions.
Action Requesting:
1. Acceptance of Work Plan status update for Cemetery Improvements project #14-002.
1) Save a copy of this form for your records.
2) Print this form as a *.pdf OR print and scan this form in as *.pdf.
3) E-mail this form and all supporting materials in a SINGLE *.pdf file to: BC_Agenda_Requests@oneidanation.org
Page 2 of 2
Page 93 of 342
Oneida Nation
Engineering Department
Memo
To:
Oneida Business Committee
From:
Paul J. Witek, AIA, LEED-AP – Senior Tribal Architect
CC:
Troy Parr – Assistant Development Division Director
James Petitjean – Interim Assistant Development Division Director
Date:
July 19, 2016
Re:
Cemetery Improvements #14-002 – Work Plan Update
On December 9, 2015 the Business Committee approved a motion to request the Cemetery Improvement
Project #14-002 Work Plan be a standing item on the second regular Business Committee meeting agenda of
each month starting in January of 2016 for updates.
Updates to the Cemetery Work Plan have been submitted monthly since that time. Highlights of status updates
on this month’s report are:
Item
No.:
Item Title:
Status:
2.c
Install additional monitoring
wells
Additional wells on property to east are scheduled to be installed the
week of July 25.
3.d
Hydrogeology Study
Draft Report submitted. Will need information from additional
monitoring wells on parcel to the east to finalize report.
4.a
Request funding for
implementation
Funding requested in FY2017 CIP Budget request. Request did not
make final proposed CIP Budget. There is an unobligated balance
remaining on current funding.
G:\ENG\Projects\14-002 Cemetery\Correspondence Outgoing\Memo - Work Plan Update.docx
Page 94 of 342
WORK PLAN
Cemetery Improvements Project
#14‐002
No.
1
2
3
Description
Continue data readings
from monitoring wells.
Install additional
monitoring wells.
Hydrogeology Study
(ground‐water study).
7/19/16
Notes
Tasks
Task
Coordinator
Estimated
Completion
Date
On‐going
On‐going
12/16/15
Complete, issued 12/9/15; proposals
received 12/16/15.
1/22/16
Complete.
Monthly data readings.
a.
Collect data.
CW&S Dept.
Install monitoring wells at existing raised
plateaus and on property to east.
a.
Draft and release Request For
Proposals (RFP).
b.
Draft and award contract.
Engineering
Dept.
Engineering
Dept.
The study will review previous reports,
existing data from monitoring wells, data
from new monitoring wells and provide
verification/recommendations of plan of
action to address groundwater concerns.
Study duration is anticipated to be 6 months.
4
Request funding for
implementation.
Funding will be requested through the CIP
Budget and amounts will be based upon
estimates included in the Hydrogeology
Study.
5
Additional drain tile
installation.
Contingent upon results of Hydrogeology
Study. If study results confirm this is an
appropriate action, work will commence as
funding allows.
Status
c.
Install monitoring wells
Vendor
2/9/16
4 wells installed Feb. 8 & 9.
Additional wells on property to east
are scheduled to be installed the
week of July 25.
a.
Identify budget source for study.
Troy Parr
12/14/15
Transfer of funds from #07‐009
Building Demolitions was approved
by Finance Committee 12/14/15.
b.
Draft and release Request For
Proposals (RFP).
c.
Draft and award contract.
Engineering
Dept.
Engineering
Dept.
d.
Conduct study.
GEI
Fall 2016
e.
Present Final Report to OBC
Engineering
Dept. / GEI
Fall 2016
Draft Report submitted.
1/28/16
3/14/16
Issued 1/9/16; 4 proposals received
and scored 1/28/16.
GEI Consultants, Inc. approved,
Notice to Proceed issued.
Draft Report submitted. Will need
information from additional
monitoring wells on parcel to the
east to finalize report.
a.
Include budget request in annual
fiscal year CIP Budget request.
Engineering
Dept.
6/16/16
Funding requested in FY2017 CIP
Budget request. Request did not
make final proposed CIP Budget.
There is an unobligated balance
remaining on current funding.
a.
Define specific scope of work with
Technical Team.
Engineering
Dept.
T.B.D.
Waiting on Hydrogeology Study
results.
b.
Drain tile installation.
CW&S Dept.
T.B.D.
Waiting on completion of item 5.a.
G:\ENG\Projects\14‐002 Cemetery\Misc\14‐002 Work Plan.docx
1
Page 95 of 342
WORK PLAN
Cemetery Improvements Project
#14‐002
No.
6
Description
Raise grades between
existing plateaus.
7/19/16
Task
Coordinator
Estimated
Completion
Date
Prepare Construction Documents
to define scope of work and allow
bidding of work.
Vendor/
Engineering
Dept.
T.B.D.
Waiting on Hydrogeology Study
results.
b.
Request bids and award
construction contract.
Engineering
Dept.
T.B.D.
Waiting on completion of item 6.a.
c.
Construction
Vendor
T.B.D.
Waiting on completion of item 6.b.
Notes
Contingent upon results of Hydrogeology
Study. If study results confirm this is an
appropriate action, work will commence as
funding allows.
Tasks
a.
G:\ENG\Projects\14‐002 Cemetery\Misc\14‐002 Work Plan.docx
2
Status
Page 96 of 342
Consulting
Engineers and
Scientists
Oneida Cemetery Improvements –
Hydrogeologic Study
Oneida Cemetery
Oneida, Wisconsin
Submitted to:
Oneida Nation
P.O. Box 365
Oneida, Wisconsin 54155
Submitted by:
GEI Consultants, Inc.
3159 Voyager Drive
Green Bay, Wisconsin 54311
920-455-8200
July 2016
Project 1603850
Paul J. Killian, P.E.
Senior Project Engineer
Roger A. Miller, P.G., C.P.G.
Senior Hydrogeologist
Page 97 of 342
Table of Contents
Executive Summary
2
1.
Introduction
3
2.
Conceptual Site Model
2.1
Surface Conditions
2.2
Groundwater Conditions
2.2.1 Site Improvements
2.2.2 Pre-Drainage System Conditions
2.2.3 Post-Drainage System Conditions
2.3
Subsurface Soil Conditions
2.4
Summary of Conditions
2.4.1 Influence of the Neighboring Wetland
2.4.2 Influence of Existing Subsurface Drainage System
2.4.3 Unsaturated Burial Depth
4
4
5
5
5
6
6
7
7
8
8
3.
Alternatives for Continued Site Use
3.1
Overview
3.2
Feasible Alternatives
3.2.1 Maintain Typical Burial Practices
3.2.2 Add Fill and Drainage to Raise Site Elevations
3.2.3 Expand Existing Subsurface Drainage System
3.2.4 Replace Subsurface Soil with Permeable Fill
3.3
Evaluation of Alternatives
10
10
10
11
11
12
13
13
4.
Conclusions and Recommendations
4.1
Groundwater Control
4.2
Modifying Perceptions and Practices
4.3
Surface Water Management
4.4
Groundwater Monitoring
4.5
Expansion to the East
14
14
14
15
15
15
5.
References
16
GEI Consultants, Inc.
i
Page 98 of 342
Tables
Table 1 Summary of Mitigation Alternatives
Figures
Figure 1 Site Location Map
Figure 2 Geoprobe and Monitoring Well Location Diagram
Figure 3 Groundwater Contour Map 3/12/2008
Figure 4 Groundwater Contour Map 4/6/2016
Figure 5 Cross Section A-A’
Figure 6 Cross Section B-B’
Figure 7 Depth to Groundwater, Average 3rd Quarter
Figure 8 Depth to Groundwater, Average 1st, 2nd and 4th Quarter
Figure 9 Probability of Depth to Groundwater Greater Than 6 Feet
Figure 10 Cemetery Site Plan
Appendices
Appendix A Groundwater Elevation Records
Appendix A Drainage System Discharge Records
Precipitation Records
Appendix B Soil Boring Logs and Monitoring Well Construction Forms
Appendix C Private Well Logs
PJK:cah
Document1
GEI Consultants, Inc.
ii
Page 99 of 342
Executive Summary
GEI Consultants, Inc. (GEI) was retained by the Oneida Nation to complete a hydrogeologic
study of the cemetery property located south of West Adam Drive in Brown County, Wisconsin.
The purpose of the hydrogeologic study was to characterize conditions influencing groundwater
flow and correspondingly the burial depth which could be achieved during operation of the
cemetery. Alternatives for mitigating site conditions to maintain an unsaturated burial depth of
at least 6 feet were identified and evaluated based on several criteria.
Results of the hydrogeologic study indicate groundwater elevations, flow direction and surface
water interaction are controlled by topography, subsoil conditions and regional and local
drainage features. The cemetery property is situated on a local surface water divide with
topography directing surface water drainage south, north, northeast and northwest. In general,
the water table beneath the site mimics surface topography and surface water flow directions,
with local flow components north, south, east and west.
The subsurface drainage system installed in 2013, while successfully collecting groundwater, has
limited influence in the silty clay subsoil environment. Raising surface elevations by adding
imported fill improves the unsaturated burial depth but also appears to have created groundwater
mounds, likely the result of increased pore water pressure from the loading/consolidation of the
underlying silty clay.
Alternatives for expanding the subsurface drainage system, improving the permeability of
subgrade soils and raising site elevations are presented and a comparative evaluation completed.
This evaluation concludes that portions of the cemetery can achieve five to six feet of
unsaturated burial depth by controlling the environment. Alternatively, continued use of the
cemetery can proceed by modifying perceptions and practices to allow burials within saturated
soils. One approach will require a construction effort and the other approach will likely require a
public outreach and education effort.
GEI Consultants, Inc.
Page 100 of 342
1.
Introduction
The property located near the southeast corner of the intersection of County Highway U and
West Adam Drive was allocated by the Oneida Nation for use as a cemetery in 2001. The
cemetery is located in eastern Brown County, south of the community of Oneida, Wisconsin.
The cemetery consists of approximately 12 acres within a 50-acre parcel, partially wooded. The
cemetery borders a restored wetland, Where the Water Birds Nest, located to the south. The site
is designed to accommodate approximately 1,700 grave sites.
Since 2001, the site has been subject to several studies to define the surface and groundwater
conditions. Specific studies include the following:
Test pits and a limited feasibility study completed prior to the property allocation in
2001.
Soil borings and groundwater monitoring wells installed in 2007 with monthly records of
groundwater elevations generated for approximately twelve months.
Soil geoprobes and three groundwater monitoring wells installed in 2008.
Site improvements completed in 2008 to raise the elevation of the burial sites.
Groundwater monitoring wells were abandoned in fall 2008.
A subsurface drainage system was installed in December 2013 with records of discharge
rate measured since that time.
Eight groundwater monitoring wells installed in 2014 with records of groundwater
elevations measured since that time.
Additional groundwater monitoring wells and site improvements implemented in 2015.
Four groundwater monitoring wells installed in 2016 with weekly records of groundwater
elevations measured since that time.
GEI Consultants, Inc. (GEI) was retained by the Oneida Nation to study the existing historical data
as well as new information currently being generated, and provide technical conclusions regarding
the future use of the site as a cemetery.
This report summarizes results of our evaluation of site conditions, including review of existing
reports, groundwater and surface water records and regional geologic/hydrogeologic references.
Results of the data review are subsequently presented in a Conceptual Site Model (CSM). The
CSM provides a summary of the interaction between surface water and groundwater, groundwater
flow direction, horizontal and vertical gradients. The CSM is used to organize and communicate
information about site characteristics and reflects our interpretation of available information.
Based on the CSM, feasible alternatives for managing groundwater elevations to facilitate
continued use of the cemetery are presented and evaluated.
GEI Consultants, Inc.
Page 101 of 342
2.
Conceptual Site Model
2.1
Surface Conditions
The cemetery property is located in eastern Brown County in an area of relatively flat
topography. The elevation of the cemetery property and adjacent land ranges from about +700 to
about +710. The cemetery is located approximately 1 mile east of Duck Creek, a regional
waterway which controls much of the Oneida watershed. The location of the cemetery property
is indicated on Figure 1. Apparent on Figure 1 is County Highway E (Freedom Road) located
along a topographic ridge that extends northeast to southwest along the east side of Duck Creek.
Also indicated on Figure 1 are the limits of the floodplain, which identifies flood risk boundaries
as designated by the Federal Emergency Management Agency (FEMA) and recorded wetlands as
designated by the Wisconsin Department of Natural Resources. As indicated in Figure 1, areas
neighboring the cemetery include some floodplain or wetland.
All surface water drainage from the cemetery ultimately flows northwest to Duck Creek;
however, the cemetery property is located within a local surface water divide. Most of the
surface water drainage from the south and east portions of the cemetery drain south to a restored
wetland, Where the Water Birds Nest. The northeast portion of the cemetery drains east and
north while the west portion of the cemetery drains northwest. .
Hydrologic Investigations Atlas HA-470, E.L.Oakes and L.J. Hamilton, 1973, place the cemetery
property in the Menominee-Oconto-Peshtigo River basin and identify soil deposits as stratified
glacial drift consisting of clay, silt and sand lake deposits.
The Soil Survey of Brown County (USDA Soil Conservations Service, 1974) provides detailed
maps describing shallow soil conditions throughout the county. Soil types identified by the
USDA Soil Survey are depicted on Figure 2. As indicated on Figure 2, the USDA Soil Survey
characterize soils at the cemetery site primarily as:
Kewaunee Series (KhB) – consisting of silty or loamy material overlying clayey glacial
till.
Manistee Series (MeB, MfB) – consisting of loamy fine to medium sand overlying
reddish-brown silty clay lacustrine sediment of glacial till.
As indicated in Figure 2, the Manistee Series (MfB) extends to the upland portion of property
east of the cemetery. Soils characteristic of Where the Water Birds Nest are mapped as Ogden
muck and Wauseon loam, poorly drained soils high in organic matter likely remnant of a shallow
glacial lake basin.
GEI Consultants, Inc.
Page 102 of 342
2.2
Groundwater Conditions
2.2.1
Site Improvements
Grading and surface drainage improvements were implemented at the cemetery property in 2008.
Improvements completed at that time included installing a culvert below the cemetery access
road and constructing drainage swales. Portions of the site were filled and graded to raise the
ground surface elevation at several of the burial sites in the south and central portion of the
cemetery. According to design plans, the burial sites were raised, as much as 4 feet, by
constructing a minimum 12-inch sandy drainage layer over the existing grade and covering with
sandy fill with at 6 inched of topsoil or 4 inches of hardwood mulch.
As indicated previously, a subsurface drainage system was installed in winter 2013. The location
of the drain lines are indicated on Figure 2. In general, the primary drain line consists of 6-inch
diameter perforated corrugated polyethylene pipe installed to an elevation of approximately
+700. Lateral drains constructed of 4-inch diameter perforated pipe extend north and east from
the main line as indicated on Figure 2. The main discharge line extends along the south edge of
the cemetery and continues west across the adjacent agricultural field to discharge to a surface
outfall approximately 500 feet west of the cemetery. The portion of the drain line that extends
across the agricultural field is non-perforated. The elevation of the surface outfall is +697.9.
Information provided in Appendix A includes and evaluation of discharge records from the
drainpipe relative to precipitation data obtained from Austin Straubel International Airport,
located approximately 3 miles northeast of the cemetery. Discharge rates recorded at the surface
outfall range from less than 5 gallons per minute (gpm) to over 45 gpm. Although there is little
direct correlation between available discharge records and rainfall events, seasonal fluctuations
and trends are apparent. Discharge rates are generally greater in spring (March, April, and May)
and decrease during summer months.
Figure 2 indicates the locations of exploration soil borings and groundwater monitoring wells on
and adjacent to the cemetery property. Groundwater elevations, and correspondingly, the depth
to groundwater, were evaluated relative to the time the subsurface drainage system was installed
and additional fill was imported to raise site grades. Records from May 2007 through July 2008
describe conditions prior to construction of the drain line and filling while water level records
from March 2014 through the present represent conditions following installation of the
subsurface drainage line and other site improvements.
2.2.2
Pre-Drainage System Conditions
Groundwater elevations recorded in monitoring wells installed on the cemetery property since
2007 were reviewed relative to precipitation records. Groundwater elevations relative to rainfall
are indicated on the graphs provided in Appendix A of this report.
Figure 3, a groundwater contour map based on March 2008 data, provides a general illustration
of the water table prior to installation of the drain lines. As depicted in Figure 3, the highest
groundwater elevation (+ 706.72) was recorded at MW-2 , located near the center of the
cemetery property. From the groundwater mound at MW-2, Figure 3 suggests groundwater flow
direction is east, west and north at a hydraulic gradient of 1% to 2%. Groundwater elevations
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recorded in 2007 and 2008 generally depict a groundwater mound near the center of the
cemetery property with MW-2 representing the highest groundwater level ranging from about
+702 to about +707.
2.2.3
Post-Drainage System Conditions
Groundwater elevations recorded since March 2014 are included in the data summarized in
Appendix C. The groundwater contour map provided as Figure 4 represents an interpretation of
the groundwater table based on water elevations recorded in April 2016. Figure 4 depicts
conditions following the installation of the subsurface drainage system in 2013 and following the
filling and grading completed in 2008. Conditions mapped in Figure 4 do not represent the
highest or lowest conditions recorded, rather, they are considered typical for this time of the year.
As indicated in Figure 4, several areas of localized groundwater mounding are apparent in the
area north of the subsurface drain line. The elevated groundwater elevations at Well- 10, Well11 and Well-2, suggest groundwater flow direction south toward the drain line and north toward
Adam Drive. East and west flow components are also apparent.
Groundwater elevation data suggests that groundwater levels increased after the fill was placed
in 2008. This is indicated in the information included in Appendix A and depicted on the
groundwater contour map provided as Figure 4. When a load is placed on saturated material, the
load is fully transferred to the water contained within the pores of the soil. This is known as
excess pore water pressure. Over time, the excess pore water pressure is transferred to the soil as
the water leaves the pores. If the soil has a high hydraulic conductivity, or the ability to transfer
water rapidly, the extra load placed on the water is dissipated relatively quickly. However, if the
subsurface has a low hydraulic conductivity, as is the case with the silty clay in the cemetery, the
extra load that is placed on the water is dissipated over a longer period of time, and the
groundwater level will rise, then fall slowly as the water is dissipated. Infiltration of precipitation
through the sandy fill also contributes to water table mounding observed.
2.3
Subsurface Soil Conditions
Review of boring logs and private well logs largely confirm results of the soil survey identifying
silty clay deposits, with little sand, in the northwest portion of the cemetery property with sand
overlying clay encountered in the east and southeast portions of the site. Soil boring logs and
well installation diagrams corresponding to the locations shown on Figure 2 are included in
Appendix B.
Subsurface conditions are illustrated on the geologic cross sections provided by Figure 5 and
Figure 6. These cross sections indicate the presence of silty sand deposits in the east portion of
the cemetery and how the thickness of the sand deposits generally increase on the property east
of the cemetery. This silty sand layer also appears to extend to the south, toward the wetland
pond as indicated by the boring log for monitoring well MW-8. The water table is likely within
the silty clay deposits in the north and west portions of the cemetery and appears to be within the
silty sand material in the areas east and southeast.
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The glacial deposits overlie bedrock consisting of dolomite of the Galena, Platteville and
Decorah formations. Underlying the dolomite, the St. Peter Sandstone is present and is typically
the formation from which many of the private water supply wells draw from. Private well logs
from properties surrounding the cemetery are provided in Appendix C. As indicated by these
private well logs, dolomite bedrock encountered at a depth of 50 to 100 feet and sandstone
encountered at a depth of about 120 feet to over 200 feet.
USDA Soil Survey maps a bedrock escarpment just south of the cemetery property and east of
the wetland pond. Reviewing the soil boring log for MW-8, located south of the wooded area
near the north end of the wetland pond, there is a note indicating rock at a depth of 14 feet.
Although this may be a boulder, it is also possible that bedrock may be nearer to the surface in
the southeast portion of the site than reflected in the private well logs.
2.4
Summary of Conditions
2.4.1
Influence of the Neighboring Wetland
The predominant surface water feature in the area south of the cemetery is the restored wetland,
Where the Water Birds Nest. This wetland was created by constructing a shallow excavation and
controlling the discharge from the drainage way located southwest of the pond. The surface
water of the wetland pond initially fluctuated with water levels generally maintained at about
elevation +702. In November 2013, outfall conditions were modified to consistently control the
wetland pod elevation to +700. Groundwater elevation records from May 2007 through July
2008 represent conditions in the cemetery during which time the pond elevation fluctuated near
elevation +702 while subsequent data collected since March 2014 represent conditions under
which the wetland pond elevation was controlled at +700.
Evaluating the two data sets representing conditions with the pond at elevation near +702
compared to the pond at elevation +700 indicates the following conditions (note that the 20072008 data set was modified by eliminating elevation data from monitoring wells not located on
the cemetery property):
Average
St. Deviation
Minimum
Maximum
Range
2007‐2008
701.55
3.09
695.29
707.13
11.84
2014 +
702.85
2.08
698.35
709.07
10.72
Results indicate no statistically significant difference in the data sets suggesting they each
represent the same population of data. Although we do not imply a causal relationship, it is
notable that the average, minimum, and maximum values of groundwater elevations on the
cemetery property increased after lowering the wetland pond by two feet. The 2014 data also
includes the effect of localized water table mounding after fill was imported. Although this
could mask some of the effect of lowering the pond elevation, the distance of the cemetery from
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the pond and the predominance of fine-grained soils between the pond and the cemetery likely
mute the influence of the reduced pond level as observed in monitoring wells at the cemetery.
Direct comparison of these data sets to evaluate the influence the pond level may have on
groundwater elevations is challenging due to several factors including:
Natural variations in groundwater elevations,
The influence of the subsurface drainage system installed in 2013,
The influence of additional fill and grading completed in 2008, and
Differences in monitoring well locations represented by the two data sets.
Based on our review of site conditions it is our opinion that the wetland pond south of the
cemetery is not significantly influencing groundwater elevations at the cemetery relative to
conditions that would exist if the wetland pond was not created. Graphical representation of
groundwater elevations provided in Appendix A indicate that most of the time groundwater
elevations in the cemetery are greater than +700 suggesting groundwater is recharging the pond.
During dry periods where groundwater elevations fall below +700, the pond may be recharging
the water table. More detailed monitoring of groundwater conditions between the wetland pond
and the cemetery property would be required to further define the hydrologic relationship.
2.4.2
Influence of Existing Subsurface Drainage System
Groundwater flow is influenced by topography, geology, and regional and local drainage
features. As indicated previously, the cemetery property is situated on a local surface water
divide with topography directing surface water drainage south, north, northeast and northwest.
The difference in hydraulic conductivity between the silty clay and silty sand deposits will also
influence groundwater flow and groundwater elevations. Figure 3 and Figure 4 depict
groundwater elevations from a limited number of observation points at a specific time. Actual
groundwater flow conditions are more complex than conditions exhibited in these figures.
Prior to installation of the subsurface drainage system, groundwater flow was likely similar to
surface water flow with variable components to the northwest, north, northeast, southeast, south
and southwest. Following installation of the subsurface drainage system and the addition of fill
to raise burial sites, groundwater levels remained elevated limiting burial in some areas of the
cemetery. Groundwater conditions in the silty sand will be influenced more readily by
precipitation events and be more responsive to the subsurface drainage system. Considering
conditions depicted in the cross-section shown on Figure 6, the subsurface drain pipe is likely
collecting more groundwater from the area to the south with limited influence on the
groundwater elevations in the cemetery property to the north.
2.4.3
Unsaturated Burial Depth
Groundwater elevations, and correspondingly, the depth to groundwater, may significantly
influence the continued use of the property for a cemetery. Groundwater elevations fluctuate
over 3 to 7 feet throughout the year. Historical groundwater data provided in Appendix C is
graphically summarized to show changes in groundwater elevations from March 2014 through
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May 2016. As expected, groundwater elevations exhibit seasonal fluctuations and are generally
lower during the summer months (third quarter) relative to the other seasons.
Groundwater conditions representative of the third quarter of the year are presented in Figure 7
by mapping the average depth to groundwater recorded at monitoring well locations. As
indicated in Figure 7, most of the cemetery property maintains over 5 feet of unsaturated depth
with some areas south of the access road having over 6 feet of unsaturated depth.
Comparatively, the average depth to groundwater recorded in the remaining times of the year
(first, second and fourth quarters) are presented in Figure 8. As indicated in Figure 8, areas of
the cemetery with an unsaturated depth of over 5 feet are limited to areas immediately adjacent
to the subsurface drainage pipe.
Based on a statistical evaluation of available groundwater data, the probability of exceeding an
unsaturated depth of six feet was determined and results summarized on Figure 9. Monitoring
wells MW-9, MW-10, MW-11, and MW-12 have limited data and results are limited to the first
and second quarters only. At each of the existing monitoring well locations the probability that
an unsaturated thickness of at least six feet varies significantly throughout the year. At
monitoring wells located north of the access road (MW-2, MW-4 and MW-6) there is little
certainty that an unsaturated depth of six feet will ever be achieved. At some locations in the
southeast area of the site (MW-5, MW-7) there is increased potential that at least six feet of
unsaturated depth will be present, particularly during the third quarter of the year. The
information presented in Figure 9 suggests that, although six feet of unsaturated burial depth may
be present during certain times of the year, the probability that conditions will remain
unsaturated throughout the remainder of the year is very low.
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3.
Alternatives for Continued Site Use
3.1
Overview
The Conceptual Site Model concludes there is a low probability that an unsaturated burial depth
of five to six feet can be maintained throughout the cemetery under current conditions.
Therefore, continued use of the site would require one of the following general approaches:
1. Modifying site conditions to achieve five to six feet of unsaturated burial depth, or
2. Modifying perceptions and practices to allow burials within saturated soils.
Although the scope of this alternatives analysis is largely focused on technical options for
modifying site conditions, we briefly explored the potential for cemetery operations under
current conditions. GEI contacted several cemetery operators through the Wisconsin Cemetery
and Cremation Association and Cemetery Operations Assistance and Solutions, and confirmed
that high groundwater in cemeteries is a relatively common condition, particularly in areas with
clay subsurface conditions (F. Groh, R. Roberts, G. Porter, personal communication, June 21,
2016). Typical mitigation practices include providing proper grading and drainage conditions,
waiting several days until surface water drains to perform burials in the springtime or after heavy
rains, and dewatering freshly dug grave sites to remove excess water. In addition, sealed vaults
are often used for burials in high groundwater locations as opposed to traditional vaults or grave
boxes. Concrete sealed vaults are typically heavy enough to overcome the buoyant forces
associated with a sealed vault. A full review of Wisconsin State Statue Chapter 157 does not
stipulate a minimum groundwater depth within a cemetery.
Modern cemeteries are not considered to be a significant source of groundwater contamination.
(Personal communication with Mr. Gary Edelstein, Wisconsin Department of Natural Resources,
July 12, 2016). A study completed in Ontario, Canada in 1992 concluded cemeteries do not
impact groundwater quality with formaldehyde or nitrogen.
3.2
Feasible Alternatives
The feasibility of corrective action alternatives depends on several factors including:
1. Effectiveness - the comparative degree the alternative will achieve a permanent condition
of an unsaturated burial depth of five to six feet. The relative practicality of each
alternative.
2. Ease of Implementation - the comparative technical and administrative feasibility of
alternatives related to the ease or difficulty and complexity of implementation including
the availability of materials and services as well as permitting requirements. The relative
level of future maintenance required to sustain the alternative.
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3. Implementation Schedule - the comparative timeliness of the alternatives in terms of
achieving conditions under which continued use of the cemetery can proceed.
4. Site Disturbance - relative indication of the qualitative impact to the property as a result
of the remedy selection considering aesthetic quality and general public perception. The
comparative degree in which the remedy be implemented in such a way to preserve
natural features and limit site disturbance.
5. Economic - comparative direct and indirect costs of implementing the alternative,
including costs related to design, permitting, construction, equipment, site preparation,
labor and reporting. Includes comparative costs associated with maintenance, and costs
of performance evaluations, including monitoring and performance reporting. All costs
as probable based on estimated disposal, treatment and labor costs and estimated material
quantities.
The remedial action options discussed herein were developed specific to achieving an
unsaturated burial depth of five to six feet. Feasible corrective action alternatives consist of the
following:
1. Maintain typical burial practices
2. Add fill, provide drainage features and grade the site to raise surface elevations,
3. Expand the existing subsurface drainage system, and
4. Replace subsurface soil with more permeable fill, add drainage features.
Results of the alternatives analysis are summarized on Table 1 and subsequently discussed in
greater detail.
3.2.1
Maintain Typical Burial Practices
This alternative consists of maintaining typical burial practices which includes completing
burials at depths below the water table. We recognize the practical requirement of Wisconsin
State Statue 157.114, which states that a cemetery must provide for burials during each season.
Historical groundwater elevation data suggests that at some locations in the cemetery, during
certain times of the year (particularly the third quarter), the burial depth will be unsaturated.
However, encountering an unsaturated condition throughout the year, without implementing
groundwater control, is not likely.
3.2.2
Add Fill and Drainage to Raise Site Elevations
This alternative consists of placing imported fill across strategic portions of the site, similar to
improvements completed in 2008. The purpose of adding fill is to provide a gently sloping grade
to help prevent surface water ponding while raising surface elevations to increase burial depth.
Adding coarse-grained fill would enhance drainage efficiency and better transmit infiltration to
the drains.
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As discussed previously, the added fill over the site has the potential to induce excess pore water
pressure in the clay causing groundwater levels to elevate. Therefore, implementation of this
option includes the addition of drainage features, such as wick drains, to control the pore water
pressure. Wick drains, also known as Prefabricated Vertical Drains (PVD) and Vertical Strip
Drains (VSD), are a ground improvement technique that provides drainage paths for pore water
in clay, using prefabricated geotextile filter-wrapped plastic strips with molded channels. The
installation of wick drains in addition to properly grading the site will allow for the excess pore
water pressure to be dissipated in a shorter period of time.
Wick drains consist of synthetic band-shaped material approximately 4 inches wide by ¼ inch
thick and are composed of a plastic strip with drainage channels, wrapped in a filter fabric. The
installation of the drains is performed using vibratory hammers and/or static methods, and the
wick drain layout typically consists of a triangular or square pattern. The water flows through
the drainage material vertically to a natural or constructed drainage feature.
To achieve five to six feet of unsaturated burial depth, we estimate the elevation of the existing
grade would need to be raised two to three additional feet. This will create elevated burial plots
which could be as high as six or seven feet above the existing access road elevation.
Aesthetically, this may not be an attractive alternative although landscaping and walking trails
could be incorporated to soften the effect of the grade changes.
Similar to other alternatives discussed, this approach can be limited to portions of the cemetery
site as opposed to the entire property. Specifically areas designated in the cemetery site plan
(Figure 10) Area A, B, C located on the west end of the site, Area F, G and Area J, K located in
the center of the site south of the access road.
By adding additional fill to the site, the underlying clay soils will likely settle, which could affect
the surface grading across the site and increase maintenance requirements related to this
alternative. Adding the wick drains will accelerate the settlement and reduce the impact to future
structures such as headstones.
3.2.3
Expand Existing Subsurface Drainage System
This alternative consists of placing additional drain tile throughout the site. Due to the finegrained nature and low permeability of the silty clay soils, the influence of subsurface drain pipe
will be limited. To be effective in controlling groundwater levels, a network of drain pipe,
installed less than ten feet apart would be necessary. Conceptually, the drain lines would be
installed between each row of burial plots which would provide an anticipated spacing of eight to
ten feet.
As an alternative to mitigating the entire cemetery property, the installation of additional
subsurface drain pipe could initially be limited to those areas of the cemetery designated as
family plots with additional drain lines added for future need. Additional drain lines located
south of the access road could be installed to drain to the existing header pipe. Drain pipe
installed north of the access road may require an active lift station consisting of a manhole and
discharge pump. As the system expands additional lift stations may be necessary.
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3.2.4
Replace Subsurface Soil with Permeable Fill
The silty clay soil which is predominant throughout most of the cemetery property is poorly
drained requiring additional drainage features to control groundwater elevations. By removing
the silty clay and replacing it with imported sand fill, drainage and groundwater control could be
improved. Construction of the Oneida Fishery Restoration Project located near the northwest
corner of the intersection of CTY U and Crook Road in Outagamie County provides the
opportunity for importing sand fill to the cemetery site. The Fishery Restoration Project consists
of approximately 80 acres, portions of which will be excavated to expand an existing lake.
This alternative consists of completely replacing the subsurface with sandy soil generated from
the lake expansion. Replacing the silty clay with sandy soil will improve subsurface drainage
and increase the effectiveness of the existing and future subsurface drainage system. The sand
backfill alone will not result in an increased unsaturated burial depth and may actually cause an
increase in groundwater elevations as water accumulates in the sand backfill. Accordingly, this
option should not be implemented without expanding the subsurface drainage system and
installing a surface cover constructed of less permeable clay material.
Anticipated earthwork quantities to improve approximately 4.5 acres of the site are estimated at
approximately 30,000 cubic yards of excavation (about 1,800 truckloads), approximately 25,000
cubic yards of imported sand and reuse of approximately 5,000 cubic yards of clay to construct a
surface cover.
3.3
Evaluation of Alternatives
Table 1 provides a detailed comparative evaluation of each remediation alternative with regard to
the evaluation criterion. Comments regarding advantages, limitations, and comparative
similarities and differences of the individual alternatives are also provided. Table 1 also includes
a numerical score based on the order of preference of the alternatives relative to one another.
As indicated in Table 1, each criterion includes a weighting factor which can influence the final
weighted ranking of alternatives. The weighting factor allows an evaluation of alternatives
based on the relative importance of a specific condition such as cost or effectiveness.
Results of the comparative evaluation of remedial action alternatives conclude that, unweighted,
the alternative of maintaining typical burial practices is the highest ranked option for continued
use of the site. This is largely due to the low cost, no site disturbance, and ease of
implementation. However, the effectiveness of this option is comparatively low and does not
result in a permanent unsaturated burial depth. Modifying the weighting factor to increase the
relative importance of the effectiveness reduces the attractiveness of this alternative and suggests
site dewatering, with or without the addition of fill, would be an appropriate solution.
The numerical scoring and ranking system presented in Table 1 is not intended to result in a
definitive solution. Rather, it is intended to present the relative benefits and comparative
disadvantages of each alternative relative to evaluation criteria selected.
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4.
Conclusions and Recommendations
4.1
Groundwater Control
Recommendations for continued site use largely depend on whether a five to six foot unsaturated
burial depth is a controlling factor in completing burials at this site. If an unsaturated burial
depth is required at all times throughout the year, we recommend expanding the existing
subsurface drainage system and importing additional fill as necessary. As previously concluded,
unless perceptions and practices are modified to accept burial within saturated soil, groundwater
control will be necessary to consistently lower groundwater elevations. The evaluation of
feasible alternatives indicates the option of replacing the clay subsoil with a sandy backfill is a
potentially costly effort which requires significant site disturbance to achieve. Conversely,
limiting burials to only the dry time of the year does not prevent groundwater from migrating
into burial sites during other times of the year. Therefore, constructing a more extensive
subsurface drainage system with the potential to increase ground surface elevations is likely the
most practical approach for continued use of the cemetery.
To reduce the cost of implementing site mitigation efforts, we recommend focusing groundwater
control on those areas of the cemetery where there is the greatest potential for success.
Specifically, we recommend that Area H and Area I, (identified on Figure 10) located in the
northeast portion of the property, be reserved for a use other than burial plots. Mitigating this
area to control groundwater elevations would be challenging. Alternatively this area may be
used for reforestation, parking or other gathering space.
Further limiting the areas requiring mitigation should also be considered. For example,
mitigation of Areas D and E, located north of the access road, could be limited to Rows 1 and 2;
Areas F and G could be limited to Rows 1 through 5 and Areas J and K could be limited to Rows
1 through 4. A subgrade drainage system consisting of drainage pipe installed to an elevation of
+700 between each row is expected to maintain groundwater levels below an elevation of +702.
Establishing a surface grade of +708 in these areas should provide the desired five to six feet of
unsaturated burial depth.
4.2
Modifying Perceptions and Practices
The potential to continue cemetery operations under current conditions was explored. This
would require the modification of perceptions that burials need to occur in unsaturated ground.
High groundwater in cemeteries is a relatively common condition, particularly in areas with
shallow clayey soils. As an alternative to maintaining an unsaturated burial depth, incorporating
sealed vaults, providing proper grading and drainage conditions, waiting several days until
surface water drains, and dewatering freshly excavated grave sites to remove excess water can be
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practiced, eliminating the need for engineered groundwater control. These are typical mitigation
practices used in cemeteries with elevated water tables.
4.3
Surface Water Management
The filling and grading completed in 2008 appears to have reduced the surface water ponding
issues previously experienced. Although significant rainfall events will likely result in
temporary flooding, proper drainage and site grading currently being practiced should reduce the
extended impact of these events.
We recommend surface water runoff be directed away from the site through existing drainage
ditches. Grading and filling should be completed to limit the amount of surface water that can
enter the existing (or future) subsurface drainage systems.
4.4
Groundwater Monitoring
The benefit of continued groundwater monitoring also depends on whether an unsaturated burial
depth is a requirement for continued site use. If it is deemed acceptable to complete burials
below the water table, the benefit of continued groundwater monitoring would be limited and
frequent groundwater monitoring could be discontinued. If documentation of an unsaturated
burial depth is necessary, we recommend that groundwater conditions be monitored following
implementation of the selected mitigation alternative. Monitoring of groundwater elevations
can be limited to the areas of the site at which future burials will occur. This includes Areas A,
B and C at the west portion of the site; Areas D and E south of the access road; Areas F, G, J,
and K located north of the access road; and Areas L through W at the northeast end of the site.
As an alternative to installing conventional groundwater monitoring wells, it may be less
obtrusive to install pneumatic or vibrating wire piezometers to monitor groundwater elevations
(as pressure head) at critical locations. These piezometers convert water pressure to a
frequency signal via a diaphragm such that a change in pressure on the diaphragm causes a
change in the frequency signal transmitted to the readout device. The piezometers can be
grouted in a borehole and wired to a common surface monitoring location. Advantages include
reducing the surface casing visible throughout the cemetery, limiting the field monitoring effort
and providing consistent data.
4.5
Expansion to the East
According to soil boring and logs generated from exploration borings, the subsurface transitions
from clay to primarily silty sand on the property located east of the cemetery. Monitoring wells
previously installed on this property indicate adequate depth to groundwater to allow unsaturated
burials. We understand additional groundwater monitoring wells will be installed on this
property and groundwater elevations will be collected seasonally. Results of this groundwater
monitoring will confirm the potential use of that property for expanding the cemetery and assist
in defining specific limits for burial sites.
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5. References
E.L.Oakes and L.J. Hamilton (1973) Hydrologic Investigations Atlas HA-470 MenomineeOconto-Peshtigo River Basin, United States Geologic Survey.
Graef, Anhalt, Schloemer & Associates, Inc. (2007). Oneida Cemetery Groundwater Monitoring
Project Oneida CIP Project #06-008, Oneida, Wisconsin. Prepared for Oneida Tribe of
Indians of Wisconsin, October 2007.
Graef, Anhalt, Schloemer & Associates, Inc. (2008). Final Monitoring Well Observations –
Oneida Cemetery Groundwater/Stormwater Corrections. Prepared for Oneida Tribe of
Indians of Wisconsin, March 12, 2008.
Graef, Anhalt, Schloemer & Associates, Inc. (2008). Additional Monitoring Well/Geoprobe
Drilling Soils and Groundwater Observations – Oneida Cemetery
Groundwater/Stormwater Corrections. Prepared for Oneida Tribe of Indians of
Wisconsin, July 8, 2008.
Graef, Anhalt, Schloemer & Associates, Inc. (2008). Ground/Storm Water Corrections Drawing
Sheet Set. Prepared for Oneida Tribe of Indians of Wisconsin, July 2008.
Chan, G.Soo, Scafe, M. and Emami, S., (1992) Cemeteries and Groundwater an Examination of
the Potential Contamination of Groundwater by Preservatives Containing
Formaldehyde. Ontario Ministry of the Environment, February 1992.
Midwest Engineering Services (2001). Test Pit Observations and Limited Site Feasibility
Analysis – Proposed Non-Denominational Cemetery, Adam Drive and County Highway
U, Town of Hobart, Wisconsin. Prepared for Oneida Tribe of Indians of Wisconsin, July
31, 2001.
Midwest Engineering Services (2014). Test Pit Observations and Limited Site Feasibility
Analysis – Proposed Non-Denominational Cemetery, Adam Drive and County Highway
U, Town of Hobart, Wisconsin. Prepared for Oneida Tribe of Indians of Wisconsin, July
31, 2001.
PSI USA (2016). Boring Logs and Well Construction Forms. Prepared for Oneida Tribe of
Indians of Wisconsin, February 9, 2016.
United States Department of Agriculture, Soil Conservation Service (1974), Soil Survey of
Brown County, Wisconsin.
United States Department of Agriculture, Soil Conservation Service (1978), Soil Survey of
Outagamie County, Wisconsin.
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Tables
Table 1 Summary of Mitigation Alternatives
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Table 1
Summary of Groundwater Mitigation Alternatives: Oneida Cemetery Hydrogeology Study, Oneida, WI
Mitigation Alternative
Maintain Typical Burial Practices
Raise Surface Elevations and Provide Additional Drainage
Expand Existing Subsurface Drainage System
Install additional drain tile throughout portions of the site designated as
Place imported fill across strategic portions of the site to provide a
Perform burials under existing site conditions recognizing the water
family plots with additional drain lines added for future need.
gently sloping grade to limit surface water ponding while raising surface
table will likely exceed the burial depth during certain times of the year.
Additional drain lines located south of the access road could be installed
elevations to increase burial depth. Therefore, implementation of this
Practice excavation dewatering as necessary and using sealed concrete
to drain to the existing header pipe. Drain pipe installed north of the
option includes the addition of vertical drainage features to provide
vaults for grave sites with high water table conditions.
access road may require an active lift station consisting of a manhole
drainage paths for pore water in clay.
and discharge pump.
The comparative degree the alternative will achieve a consistent
condition of an unsaturated burial depth of five to six feet. The
relative practicality of each alternative.
3
Rank
Implementability
The comparative technical and administrative feasibility of
alternatives related to the ease or difficulty and complexity of
implementation including the availability of materials and services as
well as permitting requirements. The relative level of future
maintenance required to sustain the alternative.
The comparative timeliness of the alternatives in terms of achieving
conditions under which continued use of the cemetery can proceed.
1
1
Rank
Site Disturbance
The relative qualitative impact to the property as a result of the
remedy selection considering aesthetic quality and general public
perception. The comparative degree to which the remedy preserves
natural features and limits site disturbance.
1
Rank
Economic
Comparative direct and indirect costs of implementing the
alternative, including costs related to design, permitting,
construction, equipment, site preparation, labor, and reporting.
Includes comparative costs associated with maintenance, and costs
of performance evaluations, including monitoring and performance
reporting.
Rank
Total Rank
Total Weighted Rank
Notes:
This option does not meet the criteria of establishing a consistent
unsaturated burial depth.
1
Rank
Implementation Schedule
Replace clay subsoil with sandy soil generated from the Oneida lake
expansion. Expand the existing subsurface drainage system and
construct a surface cover constructed of less permeable clay material.
Weight
Evaluation Criteria
Effectiveness
Replace Clay Subsoil With More Peremable Fill and Provide Additioal
Drainage
1
Importing additional fill without providing a means for draining excess
The success of this alternative in creating a permanent unsaturated
Subsurface drainage piping can lower the groundwater table to achieve
pore water is not recommended. With proper drainage systems
burial depth largely depends on the effectiveness of the surface cap and
a burial depth of 6 feet provided the pipe spacing is adequate and
installed, raising surface elevations is expected to create a permanenent
drainage system. Limiting infiltration and properly draining the subsoil
discharge capacity is available.
solution.
will result in a permanent condition.
4
2
The existing subsurface drainage system is functioning but the influence
This alternative is comparatively simple to implement but may not be Resources are avaliable, including imported fill material. The pore water of this system is limited. The lowest practical spacing for the drainage
socially accceptable. Implemetation of this alternative may require the
drainage system would require specialty construction methods and
pipe is likely the dimension of each burial plot, approxiamtely 8 to 10
use of sealed concrete vaults at most burial locations.
subgrade construction.
feet. Resources are available to complete construction. Off site surface
discharge or construction of an on‐site lift station are possible.
4
2
This option could be implemented relatively quickly,
The unsaturated burial depth should be achieved relatively quickly
following completion of this alternative. Settlement and pore water
drainage will be accelerated through the vertical wick drains.
4
3
No site disturbance under this alternative. Some temporary dewatering
may be necessary.
3
3
Resources available to complete the excavation and import sand is
available from the Oneida lake project. Some areas of deeper
excavation may require dewatering prior to backfilling.
1
Responsiveness of the clay subsoil to the expanded drainage system will Longer construction period required due the the extensive earthwork
be slow due to the low permeability. Once achieved, discharge from requirements. Sandy subsoil will be more resonsive to drainage systems
the system should be reduced and groundwater elevations maintained.
and changes in groundwater elevations will be accelerated.
2
1
Implementing this alternative will disturb the surface of the burial
locations at which the grades are raised and require time for restoration. Due to the narrow spacing of the drain lines, significant site work will be
Significant site disturbance will be required. Site work may extend over
Landscaping and other site improvements should be considered to
necessary during construction. Once the system is installed, the
multiple construction seasons.
preserve the natural aesthetics and soften the visual impact of the grade
presence of the drainage system should not be visually apparent.
changes.
4
2
3
1
Operation and maintence costs are not expected to increase from
current conditions. Additional costs will be incurred for the use of
sealed concrete vaults.
Will require earthwork and construction of a subsurface drainage
system. Total earthwork is estimated to be less than 15,000 cyds.
Maintenance costs will include groundwater monitoring and
maintenance of surface outfall.
Operation and maintenance costs related to this alternative include
operating a lift station that manages the volume of water which could
be generated under this alternative.
Earthwork and surface restoration costs will be greater than other
alternatives. Drainage system will manage a similar quantity of water
although the subgrade piping will be less than other alternatives.
4
2
3
1
17
13
13
7
19
21
17
13
Mitigation alternatives are ranked relative to one another on a scale of 1 = least favorable to 4 = most favorable.
Highest total rank indicates most favorable mitigation alternative.
Page 116 of 342
Figures
Figure 1 Site Location Map
Figure 2 Geoprobe and Monitoring Well Location Diagram
Figure 3 Groundwater Contour Map 3/12/2008
Figure 4 Groundwater Contour Map 4/6/2016
Figure 5 Cross Section A-A’
Figure 6 Cross Section B-B’
Figure 7 Depth to Groundwater, Average 3rd Quarter
Figure 8 Depth to Groundwater, Average 1st, 2nd and 4th Quarter
Figure 9 Probability of Depth to Groundwater Greater Than 6 Feet
Figure 10 Cemetery Site Plan
GEI Consultants, Inc.
Page 117 of 342
Legend
Parcel Boundary
Approximate Wetland Boundary
07-JUL-2016
K:\Oneida Tribe of Indians of WI\1603850_Oneida Cemetery Hydro Study\01_GIS\MXDs\1603850_figure01_SITE LOCATION MAP.mxd
CEF
FEMA Floodplain Limit (Brown County)
Site Location
Copyright:© 2013 National Geographic Society, i-cubed
Coordinate System: NAD 1983 StatePlane Wisconsin Central FIPS 4802 Feet
®
2,000
1,000
DRAFT
Note: Parcel boundary, FEMA_Floodplains_20110304_AutoCAD_DWG_Format
and WI DNR Wetland Boundaries downloaded from Brown County Land Information Office
Oneida Cemetery Improvements Hydrogeology Study
Oneida Tribe of Indians of Wisconsin
0
2,000
Feet
Site Location Map and General Site Features
1603850
July 2016
Figure 1
Page 118 of 342
2443040 .2
2443440 .2
D MW-5
E
h
Well 4
h
Well 2
D
E
GP22
h
! GP4
A
!
A
!
A
Well 1 h
Well 3 hE
D
(
!
OP 1
h
Well 9 MW-3
h
Well 10
E MW-1
D
(
!
OP 4
(
!
OP 3
(
!
OP 2
!
A
GP9 MW8
A
@
D
E
MfB OP!( 5
GP3
h
Well 7
GP20
GP12
!
A
237873 .9
GP1
(
!
!
A
GP7
2008 Geoprobe
A
@
2008 Geoprobe and Monitoring Well
GP15
!
A
MeB
D
E
2008 Monitoring Well
h
Well 8
GP6
!
A
!
A
!
A
!
A
!
A
!
A
GP25
GP19
GP11
OP 6
GP18
GP10
!
A
!
A
GP5
!
A
237473 .9
USDA Web Soil Survey Data
237473 .9
Approximate Location of Tiling
4 inch Perforated/Corrugated Pipe
6 inch PVC
6 inch Perforated/Corrugated Pipe
Parcel Boundary
Notes:
Parcel boundary downloaded from Brown County Land Information Department
2008 Geoprobes and Monitoring Wells digitized from Graef Anhalt Schloemer and Associates Inc., 2006-2032.00, 2008
Soil Key:
KhB - Keewaunee silt loam
MfB - Manistee fine sandy loam
MeB - Manistee loamy fine sand
2441440 .2
0
®
DRAFT
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the
GIS User Community
2441840 .2
200
400
1 inch = 200 feet
Coordinate System: NAD 1983 StatePlane Wisconsin Central FIPS 4802 Feet
2442240 .2
Feet
800
2442640 .2
2443040 .2
2443440 .2
2444240 .2
GEOPROBE AND MONITORING WELL LOCATION
DIAGRAM (FROM 2007, 2008, 2014 AND 2016)
Oneida Cemetery Improvements - Hydrogeology Study
Oneida Tribe of Indians of Wisconsin
2443840 .2
237073 .9
CEF
K:\Oneida Tribe of Indians of WI\1603850_Oneida Cemetery Hydro Study\01_GIS\MXDs\1603850_figure02_location diagram.mxd
07JUL2016
!
A
A
@
2014/2016 Observation Pipe
A
@
GP16
KhB
Type
GP26 MW10
!
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GP2 MW9
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!
A
!
A
h
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GP17
!
A
Well 5
!
A
!
A
h
(
!
!
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GP13
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Well 11
GP23
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D
E
h
h
2444240 .2
GP14
Well 12
MW-7
238273 .9
MW-4
D
E
Well 6
2443840 .2
238673 .9
2442640 .2
238273 .9
2442240 .2
237873 .9
2441840 .2
238673 .9
2441440 .2
1603850
DATE: July 2016
Figure 2
Page 119 of 342
702.35
689.38
696.38
699.35
D
E
699
698
697
696
695
700
694
693
692
701
690
691
237861 .2
238661 .2
A
@
GP25
!
A
GP19
GP11
!
A
!
A
!
A
GP15
!
A
!
A
!
A
GP18
!
A
GP5
!
A
237461 .2
!
A
695.31
!
A
A
@
GP1
GP26 MW10
GP16
GP10
237461 .2
Legend
Type
!
A
2008 Geoprobe
A
@
2008 Geoprobe and Monitoring Well
D
E
2008 Monitoring Well
1ft Groundwater Elevation Contours (03/12/2008)
Parcel Boundary
®
DRAFT
Notes:
Parcel boundary downloaded from Brown County Land Information Department
2008 Geoprobes and Monitoring Wells digitized from Graef Anhalt Schloemer and Associates Inc., 2006-2032.00, 2008
2441383 .2
0
2441783 .2
200
400
1 inch = 200 feet
Coordinate System: NAD 1983 StatePlane Wisconsin Central FIPS 4802 Feet
2442183 .2
Feet
800
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the
GIS User Community
2442583 .2
2442983 .2
2443383 .2
Oneida Cemetery Improvements - Hydrogeology Study
Oneida Tribe of Indians of Wisconsin
2443783 .2
2444183 .2
237061 .2
CEF
!
A
696
K:\Oneida Tribe of Indians of WI\1603850_Oneida Cemetery Hydro Study\01_GIS\MXDs\1603850_figure03_2008_GWC.mxd
706
705
704
703
702
701
07JUL2016
!
A
GP2 MW9
GP6
GP20
GP12
!
A
GP7
!
A
!
A
GP8
697.61
GP24
GP17
!
A
69
8
703.15
A
@
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5
69
705.21
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E MW-1
D
GP21
!
A
!
A
GP9 MW8
!
A
D
E
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D
E
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706.72
!
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!
A
! GP4
A
702
70
0
D
E
689
D
E
2444183 .2
GP22
GP14
MW-4
3
70
MW-7
238261 .2
D MW-5
E
2443783 .2
238261 .2
703.58
2443383 .2
237861 .2
2442983 .2
69
5
2442583 .2
697
2442183 .2
69
9
2441783 .2
238661 .2
2441383 .2
GROUNDWATER CONTOUR MAP - (03/12/2008)
1603850
DATE: July 2016
Figure 3
Page 120 of 342
2442801 .5
2443201 .5
703
703
h
h
Well 2
Well 1 h
(
!
701
703
704
706.17
(
!
702
705
h
699.59
700
705
OP 2
Well 10
700
699.19
705.1
h
Well 9
699.33
(
!
OP 4
(
!
OP 3
699.02
(
!
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704.95
h
Well 5
703.32
h
Well 7
07JUL2016
237841
237841
701.11
(
!
OP 6
Legend
h
(
!
2014/2016 Monitoring Well
2014/2016 Observation Pipe
1ft Groundwater Elevation Contours (04/06/2016)
703.72
Approximate Location of Tiling
h
4 inch Perforated/Corrugated Pipe
Well 8
6 inch PVC
6 inch Perforated/Corrugated Pipe
Parcel Boundary
®
DRAFT
Notes:
Parcel boundary downloaded from Brown County Land Information Department
2008 Geoprobes and Monitoring Wells digitized from Graef Anhalt Schloemer and Associates Inc., 2006-2032.00, 2008
2441601 .5
0
2442001 .5
150
300
1 inch = 150 feet
Coordinate System: NAD 1983 StatePlane Wisconsin Central FIPS 4802 Feet
2442401 .5
Feet
600
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the
GIS User Community
2442801 .5
2443201 .5
Oneida Cemetery Improvements - Hydrogeology Study
Oneida Tribe of Indians of Wisconsin
2443601 .5
237441
K:\Oneida Tribe of Indians of WI\1603850_Oneida Cemetery Hydro Study\01_GIS\MXDs\1603850_figure04_2016_GWC.mxd
CEF
OP 1
h
Well 12
h
Well 3 701.95
705
706
238241
702
Well 11
Well 4
704.57
706
706.75
h
h
Well 6 703.41
704.95
706.45
705.99
698.83
2443601 .5
238641
2442401 .5
238241
2442001 .5
238641
2441601 .5
GROUNDWATER CONTOUR MAP - (04/06/2016)
1603850
DATE: July 2016
Figure 4
Page 121 of 342
B
A'
A'
PLAN-SECTION A-A''
SCALE: NTS
EAST
A
WEST
A'
720
720
GP-24
(2008)
MW-5
(2014)
TOPSOIL (ML)
SAND FILL
TOPSOIL (ML)
SILTY SAND (SM)
TOPSOIL (ML)
710
ELEVATIONS (FT)
MW-10 MW-3
(2016) (2014)
SILTY CLAY
TO CLAYEY
SAND (CL-SC)
MW-7
(2007)
GP-13
(2008)
SILTY CLAY (CL)
SILTY SANDY CLAY (CL)
SILTY CLAY (CL)
SILTY CLAY (CL)
SILTY SAND (SM)
ACCESS ROAD
SILTY CLAY (CL)
SILTY CLAY (CL)
CLAYEY SILTY
SAND (SC-SM)
SILTY
CLAY
(CL)
700
CLAYEY SILT (ML)
SANDY CLAY (CL)
MW-7
(2014)
GP-21
(2008)
GP-17
(2008)
EOB
SILTY SAND (SM)
SILTY CLAY (CL)
SILTY SAND (SM)
EOB
SILTY SAND
(SM)
CLAYEY SILT (ML)
EOB
EOB
SILTY SAND (SM)
SILTY CLAY (CL)
SILTY
SAND
(SM)
EOB
SILTY SAND (SM)
EOB
700
EOB
EOB
EOB
690
690
ELEVATIONS (FT)
MW-1
(2014)
SILTY CLAY (CL)
SILTY SAND (SM)
SILTY CLAY (CL)
EOB
SILTY SAND (SM)
680
680
DRAFT
CROSS-SECTION A-A'
HORIZONTAL SCALE: 1"=200'
VERTICAL SCALE: 1"=10'
Oneida Cemetery Improvements Hydrogeology Study
Oneida Tribe of Indians of Wisconsin
CROSS-SECTION A-A'
Project 1603850
July 2016
Figure 5
J:\2016\1603850-ONEIDA-CEM\DWG\1603850 xs A
Page 122 of 342
B
B'
PLAN-SECTION B-B'
SCALE: NTS
720
MW-12
(2016)
MW-5
(2007)
MW-3
(2014)
SOUTH
B'
MW-10
(2016)
720
SILTY SAND (SM)
TOPSOIL (ML)
SILTY CLAY (FILL)
TOPSOIL (ML)
SAND (FILL)
MW-8
(2014)
SAND TRACE GRAVEL (FILL)
ELEVATIONS (FT)
710
SILTY CLAY (CL)
SILTY
CLAY
(CL)
SILTY SAND (SM)
SILTY SAND (SM)
700
690
710
TOPSOIL (ML)
LEAN CLAY, TRACE SAND
& GRAVEL (CL)
CLAYEY SAND (SC)
SANDY CLAY (CL)
EOB
SILTY CLAY TO
CLAYEY SILT
(CL)
SILTY
CLAY
(CL)
EOB
EOB
SILTY
SANDY
CLAY (CL)
EOB
SILTY CLAYEY
SAND (SM-SC)
SILTY SAND (SM)
SILTY CLAY TO
CLAYEY SILT
(CL-ML)
700
ELEVATIONS (FT)
NORTH
B
DISCHARGE PIPE AT ELEV. 700
SANDY SILT (ML)
SANDY CLAYEY
SILT (ML)
DRAFT
EOB
690
CROSS-SECTION B-B'
HORIZONTAL SCALE: 1"=100'
VERTICAL SCALE: 1"=10'
Oneida Cemetery Improvements Hydrogeology Study
Oneida Tribe of Indians of Wisconsin
CROSS-SECTION B-B'
Project 1603850
July 2016
Figure 6
J:\2016\1603850-ONEIDA-CEM\DWG\1603850 xs A
Page 123 of 342
2443040 .2
D MW-5
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h
Well 2
h
Well 4
D
E
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h
(
!
OP 1
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7.46
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!
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237873 .9
OP 6
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!
A
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!
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GP10
h
!
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2008 Geoprobe
A
@
2008 Geoprobe and Monitoring Well
D
E
2008 Monitoring Well
!
A
!
A
6.49
Well 8
GP6
!
A
GP5
!
A
237473 .9
237473 .9
version
new
Approximate Location of Tiling
4 inch Perforated/Corrugated Pipe
6 inch PVC
6 inch Perforated/Corrugated Pipe
0
Parcel Boundary
®
DRAFT
Notes:
Parcel boundary downloaded from Brown County Land Information Department
2008 Geoprobes and Monitoring Wells digitized from Graef Anhalt Schloemer and Associates Inc., 2006-2032.00, 2008
Groundwater elevation data from March 2014 through May 2016
2441440 .2
0
2441840 .2
200
400
1 inch = 200 feet
Coordinate System: NAD 1983 StatePlane Wisconsin Central FIPS 4802 Feet
2442240 .2
Feet
800
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the
GIS User Community
2442640 .2
2443040 .2
2443440 .2
2444240 .2
DEPTH TO GROUNDWATER AVERAGE 3RD QUARTER
Oneida Cemetery Improvements - Hydrogeology Study
Oneida Tribe of Indians of Wisconsin
2443840 .2
237073 .9
CEF
K:\Oneida Tribe of Indians of WI\1603850_Oneida Cemetery Hydro Study\01_GIS\MXDs\1603850_figure07_DTGW_Q3AV.mxd
6.14
!
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07JUL2016
GP25
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Type
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6
!
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6.58
7.13
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D
E
Well 6
2443840 .2
D
E
Well 12
MW-7
238273 .9
3.54
5.34
2443440 .2
238673 .9
2442640 .2
238273 .9
2442240 .2
237873 .9
2441840 .2
238673 .9
2441440 .2
1603850
DATE: July 2016
Figure 7
Page 124 of 342
2443040 .2
D MW-5
E
238273 .9
2.71
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4
MW-7
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2.67
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!
A
!
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!
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237873 .9
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!
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2008 Geoprobe
A
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D
E
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GP5
!
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Type
!
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!
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!
A
3.96
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!
A
!
A
!
A
GP10
237473 .9
1,2,4th Quarter Average Depth to Groundwater (ft)
Approximate Location of Tiling
4 inch Perforated/Corrugated Pipe
0
6 inch PVC
6 inch Perforated/Corrugated Pipe
Parcel Boundary
®
DRAFT
Notes:
Parcel boundary downloaded from Brown County Land Information Department
2008 Geoprobes and Monitoring Wells digitized from Graef Anhalt Schloemer and Associates Inc., 2006-2032.00, 2008
Groundwater elevation data from March 2014 through May 2016
2441440 .2
0
2441840 .2
200
400
1 inch = 200 feet
Coordinate System: NAD 1983 StatePlane Wisconsin Central FIPS 4802 Feet
2442240 .2
Feet
800
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the
GIS User Community
2442640 .2
2443040 .2
2443440 .2
2444240 .2
DEPTH TO GROUNDWATER AVERAGE 1, 2 AND 4TH QUARTERS
Oneida Cemetery Improvements - Hydrogeology Study
Oneida Tribe of Indians of Wisconsin
2443840 .2
237073 .9
CEF
K:\Oneida Tribe of Indians of WI\1603850_Oneida Cemetery Hydro Study\01_GIS\MXDs\1603850_figure08_DTGW_Q124AV.mxd
07JUL2016
GP25
GP19
!
A
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A
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!
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!
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4.03
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D
E
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2444240 .2
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h
5
Well 11
MW-4
D
E
Well 6
2443840 .2
Well 12
3.52
D
E
2443440 .2
238673 .9
2442640 .2
238273 .9
2442240 .2
237873 .9
2441840 .2
238673 .9
2441440 .2
1603850
DATE: July 2016
Figure 8
Page 125 of 342
Quarter
1
2
3
4
Quarter
1
2
3
4
Well 11
4%
10%
Well 1
24%
2%
66%
18%
Well 2
13%
0%
34%
5%
Well 2
237992
Quarter
1
2
3
4
Well 12
0%
10%
h
Well 4
2%
0%
5%
0%
Well 6
h
Well 4
h
h
Well 11
Well 3
h Well 9
h
h Well 10
Well 1 h
Quarter
1
2
3
4
(
!
OP 3
(
!
Well 3
27%
7%
34%
11%
OP 4
(
!
OP 2
Quarter
1
2
Well 10
31%
36%
Quarter
1
2
(
!
OP 5
2443828
Quarter
1
2
3
4
Well 6
0%
0%
3%
2%
Quarter
1
2
3
4
Well 5
34%
23%
91%
53%
2444228
Well 7
h
Well 5
h
Quarter
1
2
3
4
Well 9
0%
7%
Well 7
10%
3%
61%
23%
(
!
OP 6
Quarter
1
2
3
4
Legend
h
(
!
874<
8:472
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0: >
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Approximate Location of Tiling
47. 30: 18:, <
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8::=2, <
0/ 490
47. 3&
47. 30: 18:, <
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K:\Oneida Tribe of Indians of WI\1603850_Oneida Cemetery Hydro Study\01_GIS\MXDs\1603850_figure11_cemetary site plan.mxd
CEF
Page 126 of 342
®
DRAFT
Oneida Cemetery Improvements - Hydrogeology Study
Oneida Tribe of Indians of Wisconsin
1603850
DATE: July 2016
Not to Scale
CEMETERY SITE PLAN
Figure 10
Page 127 of 342
Oneida Cemetery Improvements – Hydrogeologic Study
Oneida Cemetery
Oneida, Wisconsin
July 2016
Appendix A
Groundwater Elevation Records
Drainage System Discharge Records
Precipitation Data
DRAFT
GEI Consultants, Inc.
Page 128 of 342
Table A.1
Groundwater Elevation Data From 2007-2008: Oneida Cemetery Hydrogeology Study, Oneida, WI
Well 1
4/23/2007
551798.5
55436.91
706.51
706.69
Well 2
4/23/2007
551852.04
55866.3
707.73
708.14
Well 3
4/23/2007
551769.89
56262.07
704.2
704.75
Well 4
4/23/2007
552041.07
56368.34
702.67
702.88
Well 5
4/23/2007
552086.59
55873.94
706.29
706.65
Well 6
4/23/2007
551950.35
56952.28
716.66
713.33
Well 7
4/23/2007
551937.63
54640.24
699.16
696.01
Well 8
3/4/2008
Well 9
3/3/2008
Well 10
3/5/2008
Installation Date
Brown County Northing
Coordinates
Easting
Top of Casing Elevation (ft)
Ground Surface Elevation
Top of Filter Pack Sand
706.2
706.6
703.3
700.4
705.2
706.3
694.5
3.1
bgs
8
bgs
8.6
bgs
Elevation (ft)
704.2
706.1
702.8
698.4
704.7
703.3
694
Top of Screen Elevation (ft)
4
bgs
9
bgs
9
bgs
695.2
695.8
692.9
689.6
694.7
693.3
681.1
Bottom of Screen Elevation
14
bgs
19
bgs
19
bgs
Date
Depth (ft) Elevation (ft) Depth (ft) Elevation (ft) Depth (ft) Elevation (ft) Depth (ft) Elevation (ft) Depth (ft) Elevation (ft) Depth (ft) Elevation (ft) Depth (ft) Elevation (ft) Depth (ft) Elevation (ft) Depth (ft) Elevation (ft) Depth (ft) Elevation (ft)
5/4/2007
1.02
705.49
1.23
706.50
0.93
701.74
2.59
703.70
18.59
698.07
7.25
691.91
6/22/2007
2.91
703.60
2.30
705.43
2.45
701.75
2.75
699.92
4.53
701.76
19.12
697.54
9.28
689.88
7/20/2007
5.87
700.64
3.90
703.83
5.78
698.42
4.15
698.52
6.54
699.75
19.36
697.30
11.44
687.72
8/17/2007
9.34
697.17
5.83
701.90
8.51
695.69
7.38
695.29
9.21
697.08
20.20
696.46
13.78
685.38
10/29/2007
10.45
696.06
3.85
703.88
7.05
697.15
4.95
697.72
7.45
698.84
20.85
695.81
14.65
684.51
11/28/2007
10.65
695.86
5.59
702.14
7.89
696.31
5.69
696.98
9.11
697.18
20.99
695.67
14.88
684.28
1/9/2008
4.55
701.96
1.24
706.49
0.73
703.47
1.19
701.48
4.43
701.86
21.04
695.62
2/13/2008
3.70
702.81
2.52
705.21
2.83
701.87
1.10
701.57
4.08
702.21
20.39
696.27
12.25
686.91
3/12/2008
1.30
705.21
1.01
706.72
1.05
703.15
0.32
702.35
2.71
703.58
20.28
696.38
9.78
689.38
5.84
699.35
11.36
697.61
12.17
695.31
4/18/2008
0.14
706.37
0.60
707.13
(0.38)
704.58
(0.08)
702.75
1.50
704.79
18.62
698.04
4.95
694.21
2.32
702.87
7.85
701.12
10.42
697.06
5/19/2008
1.95
704.56
2.46
705.27
1.76
702.44
1.96
700.71
3.63
702.66
17.85
698.81
6.03
693.13
4.67
700.52
8.41
700.56
10.34
697.14
7/2/2008
2.95
703.56
2.97
704.76
2.60
701.60
3.95
698.72
4.74
701.55
17.61
699.05
6.62
692.54
5.15
700.04
8.81
700.16
10.01
697.47
DRAFT
Page 129 of 342
Table A.2
Groundwater Elevation Data From 2014-present: Oneida Cemetery Hydrogeology Study, Oneida, WI
Installation Date
WI State Plane
Northing
Central Coordinates Easting
Top of Casing Elevation (ft)
Ground Surface Elevation (ft)
Well 1
2/20/2014
238204.121
2442278.515
708.99
707.25
Well 2
2/20/2014
238413.961
2442544.793
707.78
706.77
Well 3
2/20/2014
238255.165
2442718.364
710.65
708.84
Well 4
2/20/2014
238432.61
2443033.284
707.03
705.29
Well 5
2/20/2014
238163.59
2443283.245
708.48
706.56
Well 6
3/3/2014
238459.255
2443377.535
706.11
703.63
Well 7
3/3/2014
238140.114
2443408.624
707.77
705.71
Well 8
3/3/2014
237621.57
2442896.827
707.72
705.58
Well 9
2/9/2016
238245.539
2443062.181
710.4
708.31
Well 10
2/9/2016
238210.03
2442680.817
712.77
710.5
Well 11
2/8/2016
238289.651
2442357.365
713.35
710.86
Well 12
2/9/2016
238367.948
2442693.99
713.07
710.48
704.25
707.25
707.86
707.48
707.86
697.36
Depth (ft)
Elevation (ft)
707.48
696.98
Depth (ft)
Elevation (ft)
Top of Filter Pack Sand
Elevation (ft)
704.25
707.25
Top of Screen Elevation (ft)
693.75
697
Bottom of Screen Elevation (ft)
Date
Depth (ft) Elevation (ft) Depth (ft) Elevation (ft) Depth (ft) Elevation (ft) Depth (ft) Elevation (ft) Depth (ft) Elevation (ft) Depth (ft) Elevation (ft) Depth (ft) Elevation (ft) Depth (ft) Elevation (ft) Depth (ft) Elevation (ft) Depth (ft) Elevation (ft)
3/11/2014
6.36
700.89
4.99
701.78
5.59
703.25
4.26
701.03
6.48
700.08
2.92
700.71
5.64
700.07
4.86
700.72
3/17/2014
4.56
702.69
2.59
704.18
4.79
704.05
0.86
704.43
5.48
701.08
0.52
703.11
3.14
702.57
3.86
701.72
3/21/2014
4.76
702.49
3.2
703.57
4.69
704.15
1.01
704.28
5.58
700.98
0.52
703.11
3.11
702.6
3.86
701.72
3/24/2014
3.76
703.49
2.16
704.61
5.19
703.65
0.51
704.78
4.33
702.23
0.52
703.11
3.6
702.11
3.86
701.72
3/27/2014
4.43
702.82
2.16
704.61
6.67
702.17
2.33
702.96
5.33
701.23
0.35
703.28
3.36
702.35
4.19
701.39
4/1/2014
2.93
704.32
1.41
705.36
3.61
705.23
0.59
704.7
5.25
701.31
0.35
703.28
2.77
702.94
2.78
702.8
4/7/2014
2.76
704.49
1.41
705.36
3.44
705.4
0.68
704.61
5.33
701.23
0.42
703.21
3.11
702.6
2.69
702.89
4/14/2014
2.09
705.16
1.41
705.36
1.48
707.36
0.39
704.9
4.08
702.48
0.19
703.44
1.19
704.52
1.53
704.05
4/17/2014
2.26
704.99
1.07
705.7
3.11
705.73
0.43
704.86
4.87
701.69
0.27
703.36
2.36
703.35
2.03
703.55
4/24/2014
3.26
703.99
2.07
704.7
4.36
704.48
1.34
703.95
5
701.56
1.19
702.44
3.86
701.85
3.03
702.55
4/25/2014
2.59
704.66
1.19
705.58
4.19
704.65
0.68
704.61
4.83
701.73
0.52
703.11
3.61
702.1
2.44
703.14
4/30/2014
2.43
704.82
1.16
705.61
3.44
705.4
0.49
704.83
4.08
702.48
0.52
703.11
2.52
703.19
5/8/2014
2.97
704.28
1.7
705.07
4.27
704.57
0.89
704.4
5.41
701.15
0.9
702.73
3.82
701.89
2.69
702.89
5/13/2014
2.34
704.91
1.24
705.53
4.27
704.57
0.51
704.78
5.08
701.48
0.35
703.28
2.19
703.52
2.03
703.55
5/20/2014
2.68
704.57
1.16
705.61
3.73
705.11
0.59
704.7
5.58
700.98
0.52
703.11
3.19
702.52
3.65
701.93
5/27/2014
4.01
703.24
3.16
703.61
4.94
703.9
2.26
703.03
6
700.56
2.31
701.32
4.69
701.02
3.65
701.93
7/16/2014
6.26
700.99
5.74
701.03
6.19
702.65
4.18
701.11
6.58
699.98
4.27
699.36
6.27
699.44
5.94
699.64
8/7/2014
7.76
699.49
6.66
700.11
6.61
702.23
5.01
700.28
7.58
698.98
4.52
699.11
6.77
698.94
6.86
698.72
9/16/2014
4.59
702.66
3.07
703.7
4.94
703.9
1.59
703.7
6.08
700.48
2.1
701.53
5.02
700.69
5.86
699.72
10/21/2014
3.93
703.32
1.91
704.86
4.19
704.65
1.09
704.2
6
700.56
1.85
701.78
4.94
700.77
5.28
700.3
12/26/2014
3.59
703.66
1.66
705.11
3.94
704.9
0.59
704.7
5.33
701.23
0.77
702.86
3.44
702.27
3.28
702.3
1/27/2015
5.93
701.32
4.99
701.78
6.69
702.15
4.01
701.28
6.75
699.81
3.27
700.36
4.61
701.1
4.86
700.72
3/9/2015
7.26
699.99
6.99
699.78
7.19
701.65
5.26
700.03
5.91
700.65
4.52
699.11
5.61
700.1
5.86
699.72
3/16/2015
6.26
700.99
5.99
700.78
6.19
702.65
4.26
701.03
6.33
700.23
3.52
700.11
5.52
700.19
4.86
700.72
3/23/2015
6.51
700.74
5.82
700.95
5.94
702.9
4.01
701.28
6.83
699.73
3.35
700.28
5.77
699.94
5.03
700.55
3/30/2015
6.26
700.99
5.57
701.2
5.44
703.4
3.93
701.36
6.41
700.15
3.27
700.36
5.61
700.1
4.86
700.72
4/6/2015
5.26
701.99
4.24
702.53
5.19
703.65
2.68
702.61
6.08
700.48
2.02
701.61
5.02
700.69
4.19
701.39
4/13/2015
3.43
703.82
1.91
704.86
4.69
704.15
1.01
704.28
5.66
700.9
0.77
702.86
4.36
701.35
3.36
702.22
4/20/2015
4.18
703.07
2.32
704.45
4.86
703.98
1.26
704.03
5.75
700.81
1.1
702.53
4.61
701.1
3.53
702.05
5/4/2015
5.43
701.82
4.41
702.36
5.44
703.4
3.18
702.11
6.41
700.15
3.44
700.19
5.69
700.02
4.61
700.97
5/11/2015
5.76
701.49
4.82
701.95
5.69
703.15
3.43
701.86
6.41
700.15
3.77
699.86
5.69
700.02
4.69
700.89
5/26/2015
6.09
701.16
5.07
701.7
5.02
703.82
3.18
702.11
6.08
700.48
2.35
701.28
5.36
700.35
3.86
701.72
8/10/2015
8.09
699.16
6.82
699.95
5.77
703.07
4.68
700.61
7.5
699.06
4.77
698.86
6.77
698.94
7.11
698.47
9/11/2015
6.18
701.07
4.41
702.36
5.02
703.82
2.26
703.03
6.58
699.98
2.35
701.28
6.19
699.52
6.69
698.89
10/22/2015
7.76
699.49
6.24
700.53
6.52
702.32
4.51
700.78
7.75
698.81
5.1
698.53
7.36
698.35
7.11
698.47
12/2/2015
2.59
704.66
1.41
705.36
4.19
704.65
0.68
704.61
6.58
699.98
1.52
702.11
4.94
700.77
5.53
700.05
12/16/2015
1.59
705.66
0.99
705.78
2.77
706.07
0.47
704.82
4.83
701.73
0.19
703.44
2.19
703.52
3.06
702.52
1/21/2016
3.93
703.32
2.32
704.45
4.86
703.98
2.51
702.78
6.08
700.48
2.72
700.91
5.14
700.57
5.28
700.3
2/23/2016
3.84
703.41
2.24
704.53
5.02
703.82
2.01
703.28
5.08
701.48
0.72
702.91
3.02
702.69
3.53
702.05
3/9/16
1.26
705.99
0.24
706.53
3.44
705.40
0.68
704.61
4.66
701.90
0.19
703.44
2.02
703.69
2.11
703.47
3.08
705.23
7.23
703.27
3/17/16
1.26
705.99
0.32
706.45
2.77
706.07
0.18
705.11
4.58
701.98
0.19
703.44
1.19
704.52
1.78
703.80
2.49
705.82
4.73
705.77
3/23/16
2.01
705.24
1.24
705.53
4.11
704.73
1.05
704.24
5.91
700.65
0.94
702.69
3.27
702.44
2.69
702.89
3.58
704.73
4.98
705.52
DRAFT
3/31/16
4/6/16
4/14/16
4/20/16
4/26/16
5/10/16
0.43
1.26
1.66
2.66
3.06
4.36
5.51
2.51
3.76
705.35
708.35
707.10
3.33
2.41
2.99
707.15
708.07
707.49
706.82
0.24
706.53
2.94
705.90
1.18
704.11
4.41
702.15
1.02
702.61
0.86
704.85
1.28
704.30
2.41
705.90
4.56
705.94
3.01
707.85
1.41
709.07
705.99
705.59
704.59
704.19
702.89
0.32
0.79
2.69
2.69
3.39
706.45
705.98
704.08
704.08
703.38
6.89
4.09
4.49
4.69
5.19
701.95
704.75
704.35
704.15
703.65
0.34
0.56
1.56
1.66
2.86
704.95
704.73
703.73
703.63
702.43
1.61
5.08
5.38
5.58
5.78
704.95
701.48
701.18
700.98
700.78
0.22
-0.18
1.42
1.32
2.62
703.41
703.81
702.21
702.31
701.01
2.39
2.84
3.44
3.64
4.34
703.32
702.87
702.27
702.07
701.37
1.86
2.26
2.86
2.86
3.46
703.72
703.32
702.72
702.72
702.12
3.21
3.31
4.41
4.91
5.91
705.1
705
703.9
703.4
702.4
4.33
5.03
5.43
6.13
7.13
706.17
705.47
705.07
704.37
703.37
4.11
4.11
4.61
5.01
6.31
706.75
706.75
706.25
705.85
704.55
5.91
3.01
3.51
3.91
5.51
704.57
707.47
706.97
706.57
704.97
Page 130 of 342
Table A.3
Drain Tile Discharge Data From 2014-present: Oneida Cemetery Hydrogeology Study, Oneida, WI
Date
3/11/2014
3/14/2014
3/19/2014
3/21/2014
3/26/2014
3/28/2014
3/31/2014
4/7/2014
4/14/2014
4/17/2014
4/24/2014
4/25/2014
4/30/2014
5/8/2014
5/13/2014
5/20/2014
7/16/2014
8/7/2014
9/16/2014
10/21/2014
12/26/2014
1/27/2015
3/9/2015
3/16/2015
3/23/2015
3/30/2015
4/6/2015
4/13/2015
4/20/2015
5/4/2015
5/11/2015
5/26/2015
8/10/2015
9/11/2015
10/22/2015
12/2/2015
12/16/2015
1/21/2016
2/23/2016
3/9/2016
3/17/2016
3/23/2016
3/31/2016
4/6/2016
4/14/2016
4/20/2016
4/26/2016
5/10/2016
GPM
4.0
5.0
7.0
7.3
8.0
13.3
18.0
23.0
44.0
24.0
15.0
22.0
26.0
17.0
28.0
20.0
1.8
1.0
5.5
6.0
18.0
4.0
2.0
4.0
4.0
3.0
5.5
15.0
10.0
6.0
5.5
8.5
1.0
3.0
0.3
12.0
49.0
5.0
10.0
43.0
42.0
16.2
42.5
28.3
21.5
15.4
15.8
10.0
DRAFT
Page 131 of 342
Table A.4
Rainfall Data From April 2007 to July 2008 and from March 2014 to present: Oneida Cemetery Hydrogeology Study, Oneida, WI
Date
4/1/2007
4/2/2007
4/3/2007
4/4/2007
4/5/2007
4/6/2007
4/7/2007
4/8/2007
4/9/2007
4/10/2007
4/11/2007
4/12/2007
4/13/2007
4/14/2007
4/15/2007
4/16/2007
4/17/2007
4/18/2007
4/19/2007
4/20/2007
4/21/2007
4/22/2007
4/23/2007
4/24/2007
4/25/2007
4/26/2007
4/27/2007
4/28/2007
4/29/2007
4/30/2007
5/1/2007
5/2/2007
5/3/2007
5/4/2007
5/5/2007
5/6/2007
5/7/2007
5/8/2007
5/9/2007
5/10/2007
5/11/2007
5/12/2007
5/13/2007
5/14/2007
5/15/2007
5/16/2007
5/17/2007
5/18/2007
5/19/2007
5/20/2007
5/21/2007
5/22/2007
5/23/2007
5/24/2007
5/25/2007
5/26/2007
5/27/2007
5/28/2007
5/29/2007
5/30/2007
5/31/2007
6/1/2007
6/2/2007
6/3/2007
6/4/2007
6/5/2007
6/6/2007
6/7/2007
6/8/2007
6/9/2007
6/10/2007
6/11/2007
6/12/2007
Daily Precipitation (in.)
0.16
0
0.07
0.02
0
0
0.03
0
0.12
0
0.3
0.08
0
0
0
0
0.01
0.01
0
0
0
0
0.11
0
0.01
0.54
0.08
0
0
0.18
0.55
0
0
0
0
0
0
0
0.01
0
0
0
0.05
0.04
0.64
0
0
0
0.02
0
0.09
0
0
0.22
0
0.12
0
0
0
0.08
0.57
0.01
0.35
1.39
0.25
0.06
0.07
0.47
0
0
0
0
0
Note: Weather Underground
obtained daily rainfall data from
Austin Straubel International
Airport. Website:
https://www.wunderground.co
m/history/airport/KGRB
DRAFT
Page 132 of 342
Table A.4
Rainfall Data From April 2007 to July 2008 and from March 2014 to present: Oneida Cemetery Hydrogeology Study, Oneida, WI
6/13/2007
6/14/2007
6/15/2007
6/16/2007
6/17/2007
6/18/2007
6/19/2007
6/20/2007
6/21/2007
6/22/2007
6/23/2007
6/24/2007
6/25/2007
6/26/2007
6/27/2007
6/28/2007
6/29/2007
6/30/2007
7/1/2007
7/2/2007
7/3/2007
7/4/2007
7/5/2007
7/6/2007
7/7/2007
7/8/2007
7/9/2007
7/10/2007
7/11/2007
7/12/2007
7/13/2007
7/14/2007
7/15/2007
7/16/2007
7/17/2007
7/18/2007
7/19/2007
7/20/2007
7/21/2007
7/22/2007
7/23/2007
7/24/2007
7/25/2007
7/26/2007
7/27/2007
7/28/2007
7/29/2007
7/30/2007
7/31/2007
8/1/2007
8/2/2007
8/3/2007
8/4/2007
8/5/2007
8/6/2007
8/7/2007
8/8/2007
8/9/2007
8/10/2007
8/11/2007
8/12/2007
8/13/2007
8/14/2007
8/15/2007
8/16/2007
8/17/2007
8/18/2007
8/19/2007
8/20/2007
8/21/2007
8/22/2007
8/23/2007
8/24/2007
8/25/2007
0
0
0
0
0
0.98
0
0.13
0
0
0
0
0
0
0
0
0
0
0
0.02
1.09
0
0.35
0
0
0
0.46
0.02
0.07
0.31
0
0.02
0
0.01
0.01
0
0
0
0
0
0
0
0
0.05
0
0
0
0
0
0
0
0
0
0.01
0
0
0
0
0
0
0.43
0
0.04
0
0
0
0.38
0.88
0.36
0.02
0.22
0
0.12
0.01
DRAFT
Page 133 of 342
Table A.4
Rainfall Data From April 2007 to July 2008 and from March 2014 to present: Oneida Cemetery Hydrogeology Study, Oneida, WI
8/26/2007
8/27/2007
8/28/2007
8/29/2007
8/30/2007
8/31/2007
9/1/2007
9/2/2007
9/3/2007
9/4/2007
9/5/2007
9/6/2007
9/7/2007
9/8/2007
9/9/2007
9/10/2007
9/11/2007
9/12/2007
9/13/2007
9/14/2007
9/15/2007
9/16/2007
9/17/2007
9/18/2007
9/19/2007
9/20/2007
9/21/2007
9/22/2007
9/23/2007
9/24/2007
9/25/2007
9/26/2007
9/27/2007
9/28/2007
9/29/2007
9/30/2007
10/1/2007
10/2/2007
10/3/2007
10/4/2007
10/5/2007
10/6/2007
10/7/2007
10/8/2007
10/9/2007
10/10/2007
10/11/2007
10/12/2007
10/13/2007
10/14/2007
10/15/2007
10/16/2007
10/17/2007
10/18/2007
10/19/2007
10/20/2007
10/21/2007
10/22/2007
10/23/2007
10/24/2007
10/25/2007
10/26/2007
10/27/2007
10/28/2007
10/29/2007
10/30/2007
10/31/2007
11/1/2007
11/2/2007
11/3/2007
11/4/2007
11/5/2007
11/6/2007
11/7/2007
0
0.06
0.16
0.03
0
0
0
0
0
0
0
0.21
1.43
0
0
0.18
0.01
0
0.02
0
0
0
0.02
0
0
0
0.46
0
0
0.08
0.58
0
0.01
0
0
0.16
0.21
0.39
0
0
0.08
0
0
0
0
0.11
0
0
0
0.16
0.1
1.51
0.17
0.81
0.04
0
0
0
0.01
0
0
0.01
0.02
0
0
0
0
0
0
0
0.02
0.01
0
0
DRAFT
Page 134 of 342
Table A.4
Rainfall Data From April 2007 to July 2008 and from March 2014 to present: Oneida Cemetery Hydrogeology Study, Oneida, WI
11/8/2007
11/9/2007
11/10/2007
11/11/2007
11/12/2007
11/13/2007
11/14/2007
11/15/2007
11/16/2007
11/17/2007
11/18/2007
11/19/2007
11/20/2007
11/21/2007
11/22/2007
11/23/2007
11/24/2007
11/25/2007
11/26/2007
11/27/2007
11/28/2007
11/29/2007
11/30/2007
12/1/2007
12/2/2007
12/3/2007
12/4/2007
12/5/2007
12/6/2007
12/7/2007
12/8/2007
12/9/2007
12/10/2007
12/11/2007
12/12/2007
12/13/2007
12/14/2007
12/15/2007
12/16/2007
12/17/2007
12/18/2007
12/19/2007
12/20/2007
12/21/2007
12/22/2007
12/23/2007
12/24/2007
12/25/2007
12/26/2007
12/27/2007
12/28/2007
12/29/2007
12/30/2007
12/31/2007
1/1/2008
1/2/2008
1/3/2008
1/4/2008
1/5/2008
1/6/2008
1/7/2008
1/8/2008
1/9/2008
1/10/2008
1/11/2008
1/12/2008
1/13/2008
1/14/2008
1/15/2008
1/16/2008
1/17/2008
1/18/2008
1/19/2008
1/20/2008
0
0
0
0
0
0
0
0
0
0
0
0.01
0.04
0
0
0
0
0
0
0.01
0.01
0
0.01
0.57
0.09
0
0.09
0.03
0.03
0.01
0
0
0
0.01
0
0
0
0.06
0
0
0
0
0
0
0.24
0.77
0
0
0.07
0.1
0.41
0
0.05
0.01
0.01
0
0
0
0
0
0.79
0.89
0
0.05
0.15
0.18
0.46
0
0
0.01
0.32
0
0
0
DRAFT
Page 135 of 342
Table A.4
Rainfall Data From April 2007 to July 2008 and from March 2014 to present: Oneida Cemetery Hydrogeology Study, Oneida, WI
1/21/2008
1/22/2008
1/23/2008
1/24/2008
1/25/2008
1/26/2008
1/27/2008
1/28/2008
1/29/2008
1/30/2008
1/31/2008
2/1/2008
2/2/2008
2/3/2008
2/4/2008
2/5/2008
2/6/2008
2/7/2008
2/8/2008
2/9/2008
2/10/2008
2/11/2008
2/12/2008
2/13/2008
2/14/2008
2/15/2008
2/16/2008
2/17/2008
2/18/2008
2/19/2008
2/20/2008
2/21/2008
2/22/2008
2/23/2008
2/24/2008
2/25/2008
2/26/2008
2/27/2008
2/28/2008
2/29/2008
3/1/2008
3/2/2008
3/3/2008
3/4/2008
3/5/2008
3/6/2008
3/7/2008
3/8/2008
3/9/2008
3/10/2008
3/11/2008
3/12/2008
3/13/2008
3/14/2008
3/15/2008
3/16/2008
3/17/2008
3/18/2008
3/19/2008
3/20/2008
3/21/2008
3/22/2008
3/23/2008
3/24/2008
3/25/2008
3/26/2008
3/27/2008
3/28/2008
3/29/2008
3/30/2008
3/31/2008
4/1/2008
4/2/2008
4/3/2008
0.15
0.06
0
0
0.07
0.09
0
0
0.39
0.02
0.01
0.02
0.18
0
0.27
0
0.01
0
0.08
0.01
0
0
0.02
0
0.26
0.01
0
1.09
0.13
0
0
0
0
0
0
0.01
0
0
0.02
0.19
0
0.78
0.18
0
0
0
0
0
0
0
0
0.09
0.04
0
0
0
0.05
0.1
0
0
0
0
0
0.03
0.04
0
0
0
0
0
1.21
0.02
0
0
DRAFT
Page 136 of 342
Table A.4
Rainfall Data From April 2007 to July 2008 and from March 2014 to present: Oneida Cemetery Hydrogeology Study, Oneida, WI
4/4/2008
4/5/2008
4/6/2008
4/7/2008
4/8/2008
4/9/2008
4/10/2008
4/11/2008
4/12/2008
4/13/2008
4/14/2008
4/15/2008
4/16/2008
4/17/2008
4/18/2008
4/19/2008
4/20/2008
4/21/2008
4/22/2008
4/23/2008
4/24/2008
4/25/2008
4/26/2008
4/27/2008
4/28/2008
4/29/2008
4/30/2008
5/1/2008
5/2/2008
5/3/2008
5/4/2008
5/5/2008
5/6/2008
5/7/2008
5/8/2008
5/9/2008
5/10/2008
5
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