SIXTH FIVE-YEAR REVIEW REPORT FOR
ALGOMA MUNICIPAL LANDFILL SUPERFUND SITE
KEWAUNEE COUNTY, WISCONSIN
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Prepared by
U.S. Environmental Protection Agency
Region 5
Chicago, Illinois
4/8/2024
X Douglas Ballotti
Douglas Ballotti, Director
Superfund & Emergency Management Division
Signed by: DOUGLAS BALLOTTI
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Table of Contents
I. INTRODUCTION 4
FIVE-YEAR REVIEW SUMMARY FORM 5
II. RESPONSE ACTION SUMMARY 6
Basis for Taking Action 6
Response Actions 6
Status of Implementation 8
Institutional Controls 9
Systems Operations/Operation & Maintenance 11
III. PROGRESS SINCE THE LAST REVIEW 12
IV. FIVE-YEAR REVIEW PROCESS 13
Community Notification, Involvement & Site Interviews 13
Data Review 13
Site Inspection 18
V. TECHNICAL ASSESSMENT 19
QUESTION A: Is the remedy functioning as intended by the decision documents? 19
QUESTION B: Are the exposure assumptions, toxicity data, cleanup levels, and remedial action
objectives (RAOs) used at the time of the remedy selection still valid? 20
QUESTION C: Has any other information come to light that could call into question the
protectiveness of the remedy? 21
VI. ISSUES/RECOMMENDATIONS 22
OTHER FINDINGS 24
VII. PROTECTIVENESS STATEMENT 24
VIII. NEXT REVIEW 25
APPENDIX A - REFERENCE LIST 26
APPENDIX B - SITE MAPS, FIGURES AND CROSS SECTIONS 29
APPENDIX C-CHEMICALS DETECTED IN GROUNDWATER FROM THE ROD 36
APPENDIX D - NOTIFICATION OF FYR START 42
APPENDIX E - PUBLIC NOTICE OF FIFTH FYR ON EPA PUBLIC NOTICE PAGE 46
APPENDIX F - SITE INSPECTION CHECKLIST 48
APPENDIX G - SIXTH FYR SITE INSPECTION PHOTOS 62
APPENDIX H - INTERVIEW WITH PRINCIPAL ENGINEER NOTES 66
APPENDIX I - PFAS GROUNDWATER MONITORING RESULTS 69
APPENDIX J - 2023 GROUNDWATER MONITORING RESULTS 72
APPENDIX K - PRIVATE WELL CONSTRUCTION REPORTS, SITE BORING LOGS, ABANDONMENT FORMS,
MONITORING WELL CONSTRUCTION DIAGRAMS, AND GROUNDWATER MONITORING WELL
INFORMATION FORMS 77
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LIST OF ABBREVIATIONS & ACRONYMS
ADA Animal Disposal Area
AMLF Algoma Municipal Landfill
ARAR Applicable or Relevant and Appropriate Requirement
BGS Below Ground Surface
CD Consent Decree
CERCLA Comprehensive Environmental Response, Compensation, and Liability Act
COPCs Contaminants of Potential Concern
COCs Contaminants of Concern
CFR Code of Federal Regulations
EA Endangerment Assessment
EPA United States Environmental Protection Agency
ES Enforcement Standard
ESD Explanation of Significant Differences
FS Feasibility Study
FYR Five-Year Review
HI Hazard Index
ICs Institutional Controls
ICIAP Institutional Control Implementation and Assurance Plan
LDA Landfill Disposal Area
LTS Long-term Stewardship
Hg/L Micrograms Per Liter
mg/L Milligrams Per Liter
MNA Monitored Natural Attenuation
MCL Maximum Contaminant Level
Ng/L Nanograms per Liter
NCP National Oil and Hazardous Substances Pollution Contingency Plan
NDA North Disposal Area
NPL National Priorities List
O&M Operation and Maintenance
OU Operable Unit
QAPP Quality Assurance Project Plan
PAL Preventative Action Limit
PFAS Per- and polyfluoroalkyl substances
PFOA Perfluorooctanoic acid
PFOS Perfluorooctane sulfonic acid
PRP Potentially Responsible Party
RAOs Remedial Action Objectives
RD/RA Remedial Design/Remedial Action
Rl Remedial Investigation
ROD Record of Decision
RPM Remedial Project Manager
RSL Regional Screening Level
SDA South Disposal Area
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Site
Algoma Municipal Landfill Superfund Site
TBC
To Be Considered
UU/UE
Unlimited Use and Unrestricted Exposure
VOC
Volatile Organic Compound
WAC
Wisconsin Administrative Code
WDNR
Wisconsin Department of Natural Resources
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I. INTRODUCTION
The purpose of a Five-Year Review (FYR) is to evaluate the implementation and performance of a
remedy in order to determine if the remedy is and will continue to be protective of human health and
the environment. The methods, findings, and conclusions of reviews are documented in FYR reports
such as this one. In addition, FYR reports identify issues found during the review, if any, and document
recommendations to address them.
The United States Environmental Protection Agency (EPA) is preparing this FYR report pursuant to the
Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA) Section 121,
consistent with the National Oil and Hazardous Substances Pollution Contingency Plan (NCP) (40 Code
of Federal Regulations (CFR) Section 300.430(f)(4)(ii), 2024) and considering the EPA policy.
This is the sixth FYR for the Algoma Municipal Landfill (AMLF) Superfund Site (Site). The triggering
action for this statutory review is the completion date of the previous FYR report dated April 11, 2019.
EPA conducted the FYR because hazardous substances, pollutants, or contaminants remain at the Site
above levels that allow for unlimited use and unrestricted exposure (UU/UE).
The Site consists of one operable unit (OU), and that one OU was reviewed in this FYR. OU1 addresses
the site-wide remedy for contamination at the recognized disposal areas and for contaminated
groundwater at the Site.
The AMLF Site FYR was led by Caitlin Shanahan, Remedial Project Manager (RPM), EPA Region 5.
Participants included Bruce J. LeRoy, Wisconsin Department of Natural Resources (WDNR) and Caitlin
Mclntyre, EPA Community Involvement Coordinator. WDNR and the potentially responsible parties
(PRPs), which are the City of Algoma and International Paper, were notified of the initiation of the FYR.
The review began on April 24, 2023.
Site Background
The Site is located in the Town of Ahnapee, Kewaunee County, Wisconsin, and is identified in figure 1
of appendix B. It is 3,500 feet south-southwest of Silver Creek, 3,000 feet north-northeast of Three
Mile Creek, and about 1.5 miles from the city limits of Algoma. Lake Michigan is located 2.5 miles east
of the landfill. There is no reasonably anticipated future land use due to the rural nature of the Site,
and the associated expense to conduct a reuse project. The surrounding land use in the immediate
vicinity is agricultural and commercial. The land surrounding the Site to the south and west is zoned
commercial (gravel pits) and to the north and east is agricultural. To the southeast it is zoned upland
conservancy. The distance from the Site to the nearest residence (private water supply) is
approximately 1,100 feet. Other nearby residences are located approximately V* mile east and south of
the Site along Birch Drive.
The Site covers 16.9 total acres. Seven acres were used by the City of Algoma as a municipal landfill
between 1969 and 1983. The landfill was expanded over roughly an additional three acres during its
operation. Approximately 400,000 cubic yards of municipal and other wastes were contained within
the landfill disposal area (LDA). The AMLF accepted wastes from residential, commercial, and industrial
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sources during its operation, which included paints and solvents. When the landfill ceased operation in
1983, waste was estimated to be 32 feet deep and in contact with groundwater in some areas. Under
approval of WDNR, the operators of the AMLF constructed a final cover on the LDA consisting of two
feet of clay-like material. No leachate collection or gas collection systems were included. By 1990, the
cover had been subject to freeze-thaw degradation and did not conform to NR 500 Wisconsin
Administrative Code (WAC) standards. The Site was proposed for inclusion on the National Priorities
List (NPL) in June 1986 and was placed on the NPL in July 1987.
There are four recognized disposal areas that fall under the one overall Site OU. These can be seen in
figures 2 and 3 of appendix B and are described below:
• LDA: Landfill Disposal Area is approximately 12.3 acres in size. The LDA accepted
approximately 400,000 cubic yards of industrial, commercial, and residential wastes.
• ADA: Animal Disposal Area was used to dispose of animal carcasses. The ADA is a
depression on the eastern edge of the LDA and is included in the LDA.
• NDA: North Disposal Area is approximately 1.1 acres in size. The NDA accepted
approximately 16,000 cubic yards of construction debris.
• SPA: South Disposal Area is approximately 3.5 acres in size. The SDA accepted
approximately 36,000 cubic yards of white goods and construction debris.
FIVE-YEAR REVIEW SUMMARY FORM
SITE IDENTIFICATION
Site Name: Algoma Municipal Landfill
EPA ID:
WID 980610380
Region: 5
State: Wl
City/County: Ahnapee/Kewaunee
NPL Status: Final
Multiple OUs?
No
Has the site achieved construction completion?
Yes
Lead agency: EPA
[If "Other Federal Agency", enter Agency name]:
Author name (Federal or State Project Manager): Caitlin Shanahan
Author affiliation: EPA
Review period: 4/24/2023 -12/11/2023
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Date of site inspection: 9/21/2023
Type of review: Statutory
Review number: 6
Triggering action date: 4/11/2019
Due date (five years after triggering action date): 4/11/2024
II. RESPONSE ACTION SUMMARY
Basis for Taking Action
Based on the findings of the Remedial Investigation/Feasibility Study (RI/FS), EPA concluded that the
AMLF was contributing to the contamination of groundwater at the Site (RMT Inc., 1990).
Concentrations of benzene, iron, manganese, cadmium, chromium, and mercury were either elevated
above background or above the WAC Chapter NR 140 groundwater quality enforcement standards
(ESs) and/or Preventative Action Limits (PALs). Cadmium also exceeded the federal Maximum
Contaminant Level (MCL) of 5 micrograms per liter (|ag/L) with a level of 12.1 |ag/L in the first round of
sampling. Therefore, these six constituents are recognized as the site contaminants of concern (COCs)
for groundwater that needed to be addressed. According to the 1990 Record of Decision (ROD), waste
characterization was not completed for the Site so as not to disturb the existing landfill cover. Because
historical records provided a base for waste estimation and characterization, soils were considered a
potential source of exposure and were addressed by the remedial action as well (EPA, 1990).
The Rl Report also contained an Endangerment Assessment (EA) which characterized the nature and
magnitude of potential risks to human health and the environment caused by the contaminants
identified at the Site. The EA, utilizing data obtained from the Rl, identified the following pathways or
routes of actual or potential contamination that may reach human and/or environmental receptors
and which needed to be addressed through some type of remedial action:
• Human consumption of nearby private wells that use the shallow aquifer. Human consumption
includes dermal contact while bathing and inhalation of volatile organic compounds (VOCs)
while showering.
• Ingestion of soil by casual visitors, nearby gravel pit workers and recreational users such as
hunters.
• Inhalation of VOC gases by casual visitors and nearby gravel pit workers.
Response Actions
EPA signed the ROD on September 29,1990 (EPA, 1990). The major components of the selected
remedy included:
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• Construction of a soil/clay cover in compliance with the WAC Ch. NR 504.07 Performance
Standards over the LDA;
• Extension of a soil cover over the NDA and SDA, unless, upon further characterization of
wastes deposited within these disposal areas, they show no potential for contributing to the
contamination of the Site;
• Installation of additional groundwater monitoring wells adjacent to and downgradient of
the Site;
• Installation of gas monitoring probes, wells, and a landfill gas venting system with a gas
migration trench along the northwest side of the LDA;
• Fencing the Site, obtaining access rights to the areas adjacent to the Site, and placing deed
restrictions on all fill areas; and
• Institutional controls (ICs) would be implemented to supplement engineering controls.
This remedy meets the remedial action objectives (RAOs) for the Site that are outlined in the ROD
including: (1) to address the contamination and potential contamination caused by the waste disposed
at the Site (2) to ensure protectiveness of human health and the environment, attains ARARs
(Applicable or Relevant and Appropriate Requirements), and provide long term effectiveness through
containment.
The 1990 ROD found the soil/clay cover and proper maintenance practices to be reliable methods for
alleviating the direct contact threat from the landfill contents (EPA, 1990). The cover would also help to
reduce leachate generation, thereby reducing the amount of contamination reaching the groundwater.
Since untreated wastes would remain on Site, the groundwater would be monitored to ensure the
protectiveness of the selected remedy. The 1990 ROD required that groundwater cleanup levels, as
seen at the end of this section, meet the substantive requirements of WAC Ch. NR 140, including
meeting PALs at the waste boundary and stated that installation of a WAC Ch. NR 504.07 soil/clay
cover was an appropriate response to the ES and PAL exceedances in groundwater (EPA, 1990).
On October 21, 1992, EPA issued an Explanation of Significant Differences (ESD) to revise the ROD
remedy requirements as follows:
• Instead of installing a gas trench at the LDA, use gas probes to determine the need for the
trench;
• Instead of installing a soil cover over the NDA, use a soil/clay cover in compliance with the
WAC Ch. NR 504.07 Performance Standards with gas venting;
• Install a soil cover over the SDA;
• Instead of installing a soil/clay cover over the ADA, use no cover; and
• Install two additional groundwater monitoring wells at the NDA.
The 1990 ROD and 1992 ESD determined that the soil/clay cover to be installed over the LDA and NDA,
and a soil cover over the SDA, would substantially reduce the flux of contaminants out of the landfill by
reducing leachate generation, which may then reduce groundwater contaminant levels to their
respective PALs via natural attenuation over a reasonable period of time. EPA issued a second ESD for
the Site on August 19, 2015 (EPA, 2015). The significant difference between the remedy selected in the
1990 ROD and 1992 ESD, and the remedy as modified by this 2015 ESD, was that EPA will use ESs to
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monitor and determine compliance with groundwater quality at the Site instead of the previously
identified PALs.
The following cleanup levels for localized releases of COCs to the groundwater were identified in the
Record of Decision (ROD) (EPA, 1990), and the 2015 ESD (EPA, 2015).
Table 1: ROD Cleanup Levels of the COCs
Constituent
Environmental Standards (ESs)(ng/L)
Benzene
5*
Iron
300
Manganese
50
Cadmium
10
Chromium
50
Mercury
2
* The ROD stated the ESfor Benzene was f inalized as 5 /ug/L and
scheduled for publication on October 1, 1990. According to the ROD
and the 2015 ESD, ESs are considered as the cleanup levels
The only groundwater quality ARARs that were not met at the time the ROD was issued were
enforcement standards for iron and manganese (EPA, 1990). The ROD states that the ARARs for iron
and manganese are public-welfare standards rather than public health-related standards. The iron
standard is based on the aesthetic effects of taste and staining of fixture and clothing. The manganese
standard is based on taste and color. The only effect of iron and manganese concentrations at the site
is a slight increase in water hardness. These naturally occurring inorganics were within the
concentration ranges found in corresponding sand and gravel aquifers in Wisconsin. Thus, the
concentrations found do not necessarily reflect a release from the landfill (EPA, 1990). Further
discussion regarding the ongoing monitoring of iron and manganese is within status update of the
"Other findings from the 2019 FYR" section and Data Review sections of this FYR.
Status of Implementation
The PRP Group signed a remedial design/remedial action (RD/RA) consent decree (CD) with EPA on
March 25,1992 (EPA, WDNR, and The City of Algoma, 1992) and amended CD in 1993 (EPA, WDNR,
and The City of Algoma, 1992). The purpose of the amendment was to restate the PRP Group's
respective rights and obligations under the CD, and to reflect the modification of final RA for the Site,
as described in the 1992 ESD (EPA, 1992). The final RD/RA work plan was submitted to EPA on
November 5,1992, and was approved on April 7, 1993 (RMT Inc., 1993). The remedy consisted of the
placement of a 2-foot-thick clay cover layer with a general fill protective cover in accordance with WAC
NR 504.07, over the LDA and the NDA, and a general fill soil cover over the SDA. A passive gas venting
system was installed on the LDA and the NDA, and a 6-foot-high chain-link fence was installed around
each disposal area. The RA was constructed between July and December 1993. Additionally, gas
migration trenches and passive gas venting systems were installed in the LDA and NDA as part of the
remedy in 1993. This was based on the gas monitoring results which were performed as part of the
1992 ESD.
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The remedy for the LDA, NDA and SDA has been implemented. Groundwater monitoring is ongoing as
groundwater cleanup goals have not been met for manganese and iron. Groundwater cleanup goals
have been met for VOCs. The ICs for the Site are in place and are effective as discussed in the next
section.
Institutional Controls
The 1990 ROD required ICs ("deed restrictions") to be placed on the Site (EPA, 1990). ICs are non-
engineered instruments, such as administrative and/or legal controls, that help minimize the potential
for exposure to contamination and protect the integrity of the remedy. Compliance with ICs are
necessary to help assure long-term protectiveness for any areas which do not allow for UU/UE.
Restrictions to be provided by the ICs required in the 1990 ROD (EPA, 1990) include the following:
• There can be no residential, agricultural, or commercial use of the Site;
• No excavation, construction or drilling or any other activity that may damage any remedial
action component can take place at the Site;
• Installation of groundwater wells including for drinking water or other domestic purposes
require WDNR approval per WAC Ch. NR 812. WDNR will not grant approval for the well
installation if wells are likely to be impacted by contaminants from the Site;
• There shall be no use of the property that would allow the continuous presence of humans
at the Site;
• No waste material from off-Site shall be placed at the property.
The Site ICs are summarized in Table 2 below. A map showing the area in which the ICs apply is
included in Appendix B as Figure 4.
Table 2: Summary of Planned and/or Implemented ICs
Media,
Engineered
Controls, &
Areas that Do
Not Support
UU/UE Based
on Current
Conditions
ICs
Needed
ICs called
for in the
decision
documents
Impacted
Parcels
IC Objective
Title of IC Instrument
Implemented
Algoma
Municipal
Landfill
Property - LDA
that is capped.
Yes
Yes
31-002-
32.081, 31-
002-32.091,
31-002-32.03,
31-002-
32.142
Prohibit residential,
agricultural, or
commercial uses.
Prohibit use except
for
maintenance. Assure
integrity of the
landfill cap.
Deed (February 4, 1994) -
Declaration of Restrictions
and Covenants upon Real
Estate
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Algoma
Yes
Yes
31-002-
Prohibit residential,
Deed (February 4, 1994) -
Municipal
32.056, 31-
agricultural, and
Declaration of Restrictions
Landfill
002-32.057
commercial uses;
and Covenants upon Real
Property -
Prohibit use except
Estate
covered NDA.
maintenance.
Algoma
Yes
Yes
31-002-
Prohibit residential,
Deed (February 4, 1994) -
Municipal
32.092
agricultural, and
Declaration of Restrictions
Landfill
commercial uses;
and Covenants upon Real
Property -
Prohibit use except
Estate
covered SDA.
for maintenance.
Other Remedial
Yes
Yes
31-002-32.03,
Prohibit interference
Deed (February 4, 1994) -
Components
31-002-
with remedy
Declaration of Restrictions
32.055, 31-
components except
and Covenants upon Real
002-32.056,
for proper
Estate
31-002-
maintenance.
32.057,
31-002-
32.058,
31-002-
32.081,
31-002-
32.083,
31-002-32.09,
31-002-
32.091,
31-002-
32.092
Groundwater -
Yes
Yes
31-002-
Restrict groundwater
Deed (February 4, 1994) -
As a
32.081, 31-
use until cleanup
Declaration of Restrictions
precautionary
002-32.091,
standards are
and Covenants upon Real
measure on
31-002-32.03,
achieved.
Estate
AMLF
31-002-
property. There
32.142, 31-
is a prohibition
002-32.056,
of groundwater
31-002-
well
32.057, 31-
installment.
002-32.092
Status of Access Restrictions and ICs: All access restrictions, which includes fencing, and ICs noted in
the table above are in place, effective and enforceable.
Current Compliance: The operation and maintenance (O&M) plan calls for regular inspection of ICs at
the Site and certification to the EPA that the required ICs are in place and effective (RMT, Inc. 1995).
The PRP Group is conducting the proper maintenance and monitoring the Site and the effectiveness of
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the ICs in accordance with these approved plans. Based upon observations made during annual Site
inspections and review of the State's Site inspection reports and recent Site data, ICs are being
complied with and long-term protectiveness is being achieved at the Site. To ensure compliance with
effective ICs and to demonstrate long-term stewardship (LTS), the PRP Group submitted an
Institutional Control Implementation and Assurance Plan (ICIAP) (TRC Environmental Corporation,
2013) and an ICIAP Status Report (TRC Environmental Corporation, 2013) to EPA for approval. EPA
approved the ICIAP and status report in January 2014. No inappropriate land or groundwater use has
been observed. There are no Site or media uses that are inconsistent with the stated objectives of the
ICs and the Site cleanup goals. The Site is still zoned for industrial use only. There is no inappropriate
groundwater use and thus no violations of the groundwater-use ICs.
IC Follow up Actions Needed: No follow-up actions are needed.
Long-Term Stewardship: Since compliance with ICs is necessary to ensure the protectiveness of the
remedy, long-term stewardship (LTS) of the ICs is important so that they are maintained, monitored,
and enforced and so that the remedy continues to function as intended. The ICIAP (TRC Environmental
Corporation, 2013) documents that ICs will be evaluated for their effectiveness (i.e., maintained,
monitored, and enforced). Plans include observations for new development adjacent to the landfill
during the annual Site inspections to verify that ICs are being followed. Groundwater and landfill gas
data will be evaluated to evaluate the effectiveness of the existing controls to limit exposure to
hazardous substances. The PRP Group also provides annual O&M Progress Reports and FYR
Groundwater Assessment reports to EPA and WDNR and are to report any deviations to the current ICs
in place.
Systems Operations/Operation & Maintenance
O&M activities are conducted to ensure that the remedy continues to function as intended and is
protective of human health and the environment. Annual O&M activities outlined by the 1993 Final
O&M Plan (RMT, Inc. 1995) include a Site inspection, groundwater, and landfill gas monitoring,
checking the condition of the landfill and ensuring the monitoring system is maintained. The fence
surrounding each disposal area is also inspected. Additional O&M requirements are documented in the
1993 Final O&M Plan (RMT Inc., 1992) and the 2021 per- and polyfluoroalkyl substances (PFAS) Site
Investigation Work Plan (TRC Environmental Corporation, 2021).
In May 2017, EPA and WDNR approved proposed changes to the O&M monitoring program (EPA,
WDNR, 2017) to reduce VOC groundwater sampling from every year to every five years. Inorganics
sampling which includes dissolved cadmium, dissolved chromium, dissolved mercury, and cyanide
remain on a five-year cycle as per the 2005 approved monitoring program (RMT Inc., 2005). These
changes have been implemented. The FYR groundwater and private well sampling for VOCs was
conducted in conjunction with the FYR Site inspection, on September 20 and 21, 2023, respectively.
This event included an inspection of the Site particularly the condition of the landfill and engineering
controls, groundwater, and landfill gas monitoring, and an evaluation of the monitoring system. Also,
during the 2023 Site inspection, iron and manganese samples were observed to be collected. Iron and
manganese are evaluated on an annual basis due to their consistent detection above their respective
WAC NR 140 public health and/or public welfare ESs in groundwater samples collected from wells
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downgradient of the LDA (See Other Findings from the 2019 FYR and Data Review sections below for
additional details on the data results). EPA requested that the sixth FYR groundwater sampling be
expanded to also include arsenic. On September 28, 2023, the PRP's agreed to analyze the sixth FYR
samples from monitoring wells ALOW-16, ALOW-17, ALOW-24, and ALOW-25 for dissolved arsenic.
As part of the 2019 FYR (EPA, 2019) annual Site inspection, a small depression was identified in the
NDA with some standing water that had accumulated after recent rainfall. During June 2020, the City
placed clean topsoil to fill the depression, graded the edges to match existing surrounding grades, and
seeded the disturbed area. The area continues to be vegetated and does not require further repairs
based on the 2022 inspection. Future site inspections will continue to monitor the vegetation in the
area of the former depression.
During the Site inspection on September 21, 2023, some minor damage and weathering of sections of
the fence in the LDA along the eastern edge of the landfill were noticeable. The minor repairs found
are scheduled to be completed during summer 2024. No other O&M related issues were noted during
this review period.
III. PROGRESS SINCE THE LAST REVIEW
This section includes the protectiveness determinations and statements from the last FYR as well as
the recommendations from the last FYR and the current status of those recommendations.
Table 3: Protectiveness Determinations/Statements from the 2019 FYR
ou#
Protectiveness
Determination
Protectiveness Statement
1/Sitewide
Protective
The remedy at the Algoma Municipal Landfill
Superfund Site is protective of human health and
the environment because the remedial actions
have been fully implemented and are operating as
intended, effective ICs have been implemented,
and there is no evidence of current human or
environmental exposure to Site contaminants.
No issues that affect the current or future protectiveness of the remedy were identified in the 2019 FYR
(EPA, 2019).
OTHER FINDINGS from the 2019 FYR
A status update is provided below for the following recommendation that was identified during the
2019 FYR (EPA, 2019) because it was noted it may improve the performance of the remedy and the
management of O&M:
• Manganese and iron continue to exceed their respective limits in WAC Ch. NR 140. WDNR has been
evaluating elevated metals at landfills across the state. WDNR has determined that reliance on
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natural attenuation of manganese and iron can be utilized with the requirement of continued long-
term groundwater monitoring in order to meet the WAC Ch. NR 140 ESs ARAR.
Status Update: There is sufficient evidence discussed in the Data Review section, from the O&M
Progress Report No. 35 (TRC Environmental Corporation, 2023), and the 2018 Quality Assurance
Project Plan (QAPP) (TRC Environmental Corporation, 2018), that supports WDNR's determination;
However, WDNR's recommendation for the reliance on natural attenuation of manganese and iron is
currently undergoing evaluation by EPA and PRPs. If it is determined that this is an appropriate
remedy, a decision document may be needed in the future to reflect this change.
IV. FIVE-YEAR REVIEW PROCESS
Community Notification. Involvement & Site Interviews
A public notice was made available on the Site webpage on December 1, 2023, stating that there was a
FYR and inviting the public to submit any comments to EPA. A copy of the public notice is included in
Appendix E. No public comments were submitted during the FYR period. The results of the review and
the report will be made available at the Site information repositories located at the Algoma Public
Library, 406 Fremont Street, Algoma, Wl 54201 and at
https://cumul is.epa.gov/supercpad/cursites/csitinfo.cf m?id=0505095.
During the FYR process, an interview with the Site's Principal Engineer, Katherine Vater, was conducted
to document any perceived problems or successes with the remedy that has been implemented to
date. The results of this interview are summarized below. A copy of the interview notes can be seen in
Appendix H. Additionally, Matt Murphy, City Administrator and Public Works Director of the City of
Algoma, was contacted about the interview; however, he deferred to Ms. Vater's responses and had
no additional comments.
According to Ms. Vater, despite the continued WAC NR 140 ES exceedances of iron and manganese
concentrations in groundwater downgradient of the LDA, the remedy is performing as expected and is
in good condition. As a result, there have not been any unexpected difficulties, costs, or changes to the
O&M during this FYR period. The elevated iron and manganese concentrations are being evaluated
with monitored natural attenuation (MNA) and expanded metals sampling that may also clarify
migration patterns and any changes in a geochemical state which could affect remedy protectiveness.
EPA notes that the use of MNA as a remedy component is still under evaluation and these statements
are of Ms. Vater's personal reflection. Ms. Vater also described the O&M activities that take place at
the Site which include mowing of the landfill two to three times per growing season, annual
monitoring, and inspections, and conducting repairs when needed.
Data Review
The 2019, 2020, 2021, 2022, and 2023 Annual Reports produced by TRC Environmental Inc., the PRP's
consultant, were analyzed for this review with a focus on the following six COCs which were identified
in the groundwater per the ROD (EPA, 1990): cadmium, chromium, iron, manganese, mercury, and
benzene. The cleanup standards for the COCs were specified in the 2015 ESD (EPA, 2015) as the WAC
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Ch. NR 140 ESs. All results of the 2023 Sixth FYR sampling event, including residential well and
monitoring well results can be found in Appendix J. Cadmium, chromium, mercury, and VOCs are
monitored every five years. Iron and manganese are evaluated on an annual basis due to their
consistent detection above their respective WAC NR 140 public health and/or public welfare ESs in
groundwater samples collected from wells downgradient of the LDA.
At the time the ROD was issued, an update to the WAC Ch. NR 140 ES for benzene from 0.67 |ag/L to 5
Hg/L had been finalized but had had not been published. The ROD indicated that the updated ES was to
be considered as the ARAR for this particular contaminant of concern (EPA, 1990). All historical
detections of benzene were at concentrations of less than 3 |ag/L (below the NR 140 ES of 5 |-ig/L).
Benzene has not been detected in a groundwater sample since 2011. Benzene has never been
detected in the monitoring wells at the Site above the WAC Ch. NR 140 ES.
All historical detections of cadmium have been at concentrations below the WAC Ch. NR 140 ES at the
time of the ROD (10 |-ig/L). Cadmium was last detected in a Site groundwater sample in 2012. Cadmium
has not been detected in monitoring wells at the Site above the WAC Ch. NR 140 ES.
All historical detections of chromium have been at concentrations below the WAC Ch. NR 140 ES (50
l-ig/L). Chromium was detected in one Site well in 2023 (upgradient well ALOW-16) at an estimated
concentration of 1.1 J |ag/L. Prior to 2023, chromium was last detected during Site groundwater
monitoring in 2013. Chromium has not been detected in monitoring wells at the Site above the WAC
Ch. NR 140 ES.
All historical detections of mercury post-RA have been at concentrations less than the WAC Ch. NR 140
ES (2 |-ig/L). Mercury was not detected in 2023. Prior to 2023, mercury was last detected in a Site
groundwater sample in 2012. Mercury has not been detected in monitoring wells at the Site above the
WAC Ch. NR 140 ES since the RA.
Iron and Manganese Discussion
Upon reviewing the 2022 O&M Progress Report No. 34 - Revision 1 (TRC Environmental Corporation,
2023), EPA expressed concern in an April 24, 2023, FYR Start Notification Letter (Appendix D), as to
whether the iron and manganese detected in downgradient residential wells ALOW-04 (iron and
manganese), ALOW-9 (iron and manganese), ALOW-10R (manganese consistently, iron intermittently),
ALOW-20 (manganese only), ALOW-21 (iron and manganese), and ALOW-25 (iron only) that the
concentrations are regularly above the WDNR ES of 300 |ag/L for iron and 50 |ag/L for manganese.
Results of the 2022 O&M report indicate the wells downgradient of the LDA, ALOW-24 and ALOW-25,
exhibited an increase in iron and manganese concentration exceedances above their ESs of 300 |ag/L
and 50 |ag/L, respectively. As a result, EPA requested additional sampling of metals to establish if a
change in the geochemical state had caused a migration of metals from the capped area downgradient
or whether the capped landfill was causing reduced dissolved oxygen migration into the waste and
thereby drives the geochemical conditions to a reduced state as is typical in MNA of organics. On
September 28, 2023, the PRP's agreed to analyze the sixth FYR samples from ALOW-16, ALOW-17,
ALOW-24, and ALOW-25 for dissolved arsenic to determine if iron and manganese concentrations were
representative of a changed geochemical state.
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The 2023 sampling results and analysis showed that arsenic was detected in upgradient well ALOW-16
at a concentration equal to the WAC Ch. NR 140 PAL of 1 |ag/L but was less than the WAC Ch. NR 140
ES of 10 |-ig/L. Arsenic was detected in the other three wells but the concentrations were well below
the WAC Ch. NR 140 ES and PAL, respectively. These results indicate that iron and manganese have
likely not migrated downgradient as a result of changing geochemical conditions from the capping of
the landfill, but according to EPA's hydrogeologist review, more complete delineation is required (EPA,
2024). This finding supports the understanding that the statewide mean concentrations also exceed
the WAC Ch. NR 140 ESs and PALs for iron and manganese and that these reducing conditions are likely
attributable only to natural attenuation processes occurring in the LDA and other natural bio-
geochemical processes that can occur in sand and gravel aquifers (Kammerer, 1981). The 2023 FYR
private well sampling data show that the iron and manganese detected in the private wells in the
vicinity of the Site are not attributed to landfill impacts due to the depth of landfill impacts in the
shallow sand and gravel aquifer compared to the screened interval for the private wells in the deeper
dolomite (bedrock) aquifer, which ranges from approximately 100 to 300 feet below ground surface
(bgs). The private well construction logs are included in Appendix K. While the results indicate
exceedances, the ROD and the data show these low-level exceedances are unlikely to have adverse
effects on human health. The results are summarized in Appendix J.
The 2019 to 2023 groundwater quality data for iron and manganese are generally indicative of stable
groundwater quality conditions at the Site; However, since exceedances of iron and manganese WAC
Ch. NR 140 ESs and PALs persist, EPA will continue to evaluate WDNR's decision to conduct MNA to
determine if it is an appropriate remedy. Once a determination is made, a site decision document may
be generated to reflect any changes or additions to the remedy. It is recommended that at least one
sentinel well be installed downgradient of the ALOW-24 & 25 wells to monitor potential future
movement of the impacted groundwater (EPA, 2024).
PFAS Sampling and Data Assessment
On December 8, 2020, WDNR requested the preparation of a plan to assess the potential presence of
PFAS in groundwater at the Site, and in response TRC Environmental Incorporated prepared a PFAS Site
Investigation Work Plan (TRC, 2021). The Work Plan was approved by WDNR on August 16, 2021. As
part of the Work Plan potential historical sources of PFAS such as water and oil repellants,
construction, building and waste demolition debris, possible pesticides, metals and electronics debris,
solid waste disposal, and other unknown wastes accepted from residential, commercial, and industrial
sources at the Site were reviewed. The AMLF is a closed landfill. However, landfills can be a source of
PFAS if waste containing PFAS was deposited in the landfill during operation.
Select groundwater samples were analyzed for PFAS in September 2021 according to the PFAS Site
Investigation Work Plan (TRC Environmental Corporation, 2021). Samples of groundwater from three
water table wells at the Site, ALOW-4R, ALOW-10R, and ALOW-16, were collected and sent for
laboratory analysis of PFAS using modified EPA Method 537. The WDNR PFAS list includes reporting of
33 compounds which is shown in Appendix I as "WDNR PFAS 33-compound List". Monitoring well
ALOW-16 was selected for sampling because it is the Site's upgradient monitoring well, which provides
the best representation of background conditions in shallow groundwater and, therefore, most
15
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appropriate for comparison to the selected downgradient monitoring wells. Monitoring wells AL0W-4R
and ALOW-IOR are the downgradient monitoring wells closest to the LDA landfill boundary that were
selected as they were expected to be most likely to have PFAS impacts from the landfill given their
shallow depths and proximity to the landfill. Quality control samples included one duplicate sample,
one equipment blank, and one field blank.
Results of the September 2021 sampling event indicated that PFAS was present in the two wells
(ALOW-4R and ALOW-IOR) that were sampled downgradient of the landfill. Monitoring well ALOW-4R
is screened in fine to coarse grained sand and gravel from approximately 6-15 feet bgs while
monitoring well ALOW-IOR is screened in gravelly sand at 35 feet bgs. No detectable concentrations of
PFAS were reported at ALOW-16, screened in coarse sand with gravel from approximately 23-33 feet
bgs. PFAS compounds were detected at ALOW-4R (five compounds) and ALOW-IOR (ten compounds).
In ALOW-IOR, Perfluorooctane sulfonic acid (PFOS) exceeded the PAL of 2 nanograms per liter ng/L and
EPA's Regional Screening Level (RSL) values for tap water of 4 ng/L with concentrations of 7.8 and 7.2
ng/L. ALOW-IOR also had an exceedance over the PAL of 2 ng/L for perfluorooctanoic acid (PFOA) and
EPA's RSL of 6 ng/L, with duplicate concentrations of 9.3 ng/L. Due to the proximity of monitoring wells
ALOW-4R and ALOW-IOR to the boundary of the LDA, WDNR requested and on March 7, 2022,
approved additional sampling under the PFAS Site Investigation Work Plan that included sampling four
of the downgradient wells (a second round for ALOW-4R and ALOW-IOR and first round samples for
ALOW-21 and ALOW-25). Monitoring wells ALOW-21 and ALOW-25 were selected because
groundwater flow is generally to the east and prior results found the presence of PFAS downgradient
of the LDA. Monitoring well ALOW-21 is screened in fine to medium grained sand and gravel from 33-
38 feet bgs while monitoring well ALOW-25 is screened in coarse sand and gravel from approximately
52-57 feet bgs. These wells enable monitoring of current conditions deeper in the aquifer and further
downgradient from the landfill.
The additional sampling event was conducted on June 16, 2022. Groundwater samples were analyzed
by the same EPA laboratory method as the 2021 sampling event. The additional samples for PFAS were
planned as a single sample event, and no other analytes were sampled for outside of those indicated in
Appendix I. The results show seven different PFAS compounds in total were detected between the two
groundwater samples collected from ALOW-4R (and ALOW-4R DUP) and nine PFAS compounds were
detected in the groundwater sample collected from ALOW-IOR. Monitoring wells ALOW-21 and ALOW-
25 are deep wells further downgradient of the LDA. Five different PFAS were detected in the
groundwater sample collected from ALOW-21 and one PFAS compound was detected in the
groundwater sample collected from ALOW-25. No exceedances of WAC Ch. NR 140 PALs for PFAS were
detected in ALOW-25. Monitoring well ALOW-IOR had an exceedance of the WAC Ch. NR 140 PAL for
PFOS of 2 ng/L and EPA's RSL of 4 ng/L with a concentration of 5 ng/L. The same well had a PFOA
concentration of 4.8 ng/L, which also exceeded the PAL of 2 ng/L and EPA's RSL of 6 ng/L. Monitoring
well ALOW-21 had a PFOA concentration of 30 ng/L which exceeded both the PAL and ESs. The full
results of the PFAS groundwater monitoring results can be found in Appendix I. Based on the two
sampling events discussed, PFAS is present in site boundary groundwater monitoring wells but
according to EPA's hydrogeologist review, the extent of contamination still needs to be determined
(EPA, 2024).
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No private wells were sampled during the initial 2021 and 2022 PFAS sampling events. However, it is
not anticipated that PFAS has migrated into the dolomite (bedrock) aquifer at approximately 100 feet
bgs where the private wells are located given no PFAS exceedance of WAC Ch. NR 140 PALs was found
at ALOW-25. This monitoring well is screened in the deeper sand and gravel aquifer at approximately
57 feet bgs and is the closest monitoring well to the private wells. PFAS are mobile in the aquatic
environment due to their high solubility in water. Due to the physical-chemical properties of PFAS, it
tends to aggregate at air-water interfaces, which can affect migration in the environment by promoting
retention within sediments and unsaturated soils, as well as retardation (i.e., slowing of movement or
transport of chemicals relative to water in an aquifer) within groundwater (Interstate Technology &
Regulatory Council [ITRC], September 2023). Therefore, additional monitoring well and private well
sampling will be required in the future to verify the extent of PFAS contamination at the Site. The PRP
group will also need to evaluate the existing monitoring well network in relation to proximity and
depth to residential wells and determine if new monitoring wells need to be installed in shallow and
deeper aquifers for sampling, including for 1,4-dioxane and PFAS compounds. If it is deemed necessary,
the PRPs should install new monitoring wells to be used until concentrations of contaminants with
exceedances are demonstrated below criteria. Additionally, the PRPs should amend the QAPP and
long-term monitoring plan for approval and sample all downgradient monitoring wells (including
ALOW-20 and ALOW-24) for 1,4-dioxane and PFAS compounds. If concentrations indicate unacceptable
risk, an ESD may be required to include groundwater cleanup levels and possibly selected remedies for
addressing 1,4-dioxane and PFAS and sampling requirements in the long-term monitoring program.
Site Hydrogeology
According to the 2023 Sixth FYR Groundwater Assessment Report and O&M Report No. 35, the water
table below the Site occurs within the unconsolidated sand and gravel deposits at depths between
about 6 to 31 feet bgs. Local water supply well logs do not show the presence of a confining layer
between the unconsolidated deposits and the Niagara dolomite. Information on private water supply
wells in the area surrounding the Site was previously compiled using the well constructors' reports
database from the Wisconsin Geological and Natural History Survey. Each of the private water supply
wells in the vicinity of the Site is completed in the dolomite aquifer. While the residential well logs
included in the reports indicate that the residential dolomite wells are approximately 100 feet bgs, it is
not clear what the surface elevation is at the well locations. This will be addressed as an "Other
Finding" in this FYR.
Single-well response tests were used to determine the hydraulic conductivity of the sand and gravel
aquifer. The results were documented in the Rl Report (RMT Inc., 1990). The range of conductivity
measured in wells completed in the gravelly sand was from 1.7 x 10~4 to 3.2 x 10~2 centimeters/second
(cm/s), with a geometric mean of 2 x 10~3 cm/s (5.6 feet/day). Using the geometric mean hydraulic
conductivity of the unconsolidated material, a horizontal gradient of approximately 0.005, and an
estimated effective porosity of 20 percent, the groundwater velocity in the unconsolidated sediment is
approximately 50 feet/year (RMT Inc., 1990). The discontinuous layers of silt and silty clay do not act as
a confining unit in the vicinity of the landfill (TRC Environmental Corporation, 2013). Appendix B
presents a water table map using the September 2023 water level measurements. These 2023 water
levels are consistent with previously measured water levels, and the direction of groundwater flow is
consistent with previous monitoring events. Groundwater at the Site flows generally to the southeast
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in the vicinity of the LDA and the SDA towards Lake Michigan. Monitoring wells ALOW-16 and ALOW-
17 represent upgradient monitoring points, since groundwater flows away from these wells toward the
LDA/SDA. The horizontal groundwater gradient across the LDA was calculated at 0.005 to 0.006 over
the period from 2009 to 2013 (TRC Environmental Corporation, 2013), consistent with the gradient of
approximately 0.005 based on the 2023 data. The gradient increases east of the LDA across the
wetland area with a calculated gradient of approximately 0.01.
Vertical gradients within the sand and gravel, although small, reverse direction across the Site
according to 2013 calculations (TRC Environmental Corporation, 2013). The gradient is downward in
the upland areas (0.003 at ALOW-16/ALOW-17 and 0.015 at ALOW-lOR/ALOW-12). The gradient is
upward in the lowland area of the Site (0.022 at ALOW-20/ALOW-21 and 0.007 at ALOW-24/ALOW-25)
near the wetlands. According to EPA's hydrogeologist review, the groundwater surface water
interactions likely do not impact the nearby creeks due to distance and the direction of flow; however,
the wetland downgradient of the Site lacks monitoring wells (EPA, 2024). An evaluation of the existing
well network will be necessary to determine if additional groundwater monitoring wells will need to be
installed. Based on the results of the soil/sediment analyses in the ROD, there is no evidence of the
transport of hazardous substances from the landfill into the wetlands, swales, and valleys in the
vicinity. According to the ROD, the wetlands are situated south-southeast of the main portion of the
Site so there is no indication that the wetlands receive groundwater from the Site (EPA, 1990).
Additionally, surface water samples were collected south-southeast of the landfill in the wetlands area
during the Rl. No Federal or Wisconsin (NR 105) Water Quality Criteria were exceeded or equaled in
the surface water samples. No MCLs were exceeded or equaled in the surface water samples.
However, in an abundance of caution, emerging contaminant sampling will be necessary to determine
any potential discharge and impacts to the wetland and its groundwater-dependent ecosystems.
Landfill Gas Monitoring and Data Assessment
The annual gas monitoring for 2023 was performed on September 20, 2023. According to the O&M
Progress Report No. 35 (TRC Environmental Corporation, 2023), combustible gas (methane) readings of
0.0 percent were recorded at gas monitoring probes GMP-4 and GMP-7, and a reading of 1.4 percent
was recorded at GMP-5. Combustible gas concentrations at the Site have historically ranged from non-
detect (0.0 percent) to 30.0 percent and have exhibited fluctuations based on seasonal and
atmospheric conditions, but an overall decrease has been seen across the Site since 2002. The
production of methane shows there is biotic activity beneath the cap, which changes the
biogeochemistry of the aquifer downgradient of the landfill.
Passive gas vents (GV-1 through GV-7) in the NDA and LDA were also monitored for combustible gas
and percent oxygen. Combustible gas was detected in two of the gas vents, at levels of 2.7 percent
(GV-1) and 51.7 percent (GV-4). The gas concentrations at all the vents continue to exhibit long-term
stable-to-decreasing trends. Gas concentrations at the vents in the LDA and the NDA also experience
seasonal variability or fluctuations due to atmospheric conditions. The potential impact to human
health and welfare associated with the vapor intrusion pathway from landfill gas migration at GMP-5
remains minimal, since this area is remote with no buildings or structures.
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Site Inspection
The inspection of the Site was conducted on 9/21/2023. In attendance were Caitlin Shanahan (Site
RPM), Katherine Vater of TRC Environmental Corporation, Brian Jones of International Paper and Matt
Murphy of the City of Algoma. Bruce (BJ) LeRoy of WDNR was scheduled to be in attendance; however,
WDNR was unable to attend. The purpose of the inspection was to assess the protectiveness of the
remedy.
The Site inspection was preceded by a kick-off meeting during which a general introduction of the FYR
purpose was introduced, and background of the Site history, the chosen remedy and implementation,
O&M, and the status of recommended actions from the fifth FYR were discussed. The interview
process was mutually decided to be conducted via email and was done so on October 23, 2023.
The Site inspection included an assessment of the Site fence, visual inspection of signage, capped
areas, monitoring wells, gas vents and landfill gas monitoring probes. The inspections resulted in no
evidence of compliance issues. Although there were no signs of trespassing, some minor damage and
weathering of sections of the fence in the LDA along the eastern edge of the landfill were noticeable.
The minor repairs found during the 2023 FYR Site inspection are scheduled to be completed during
summer 2024. The Site fencing regularly undergoes as-needed maintenance, so this was not identified
as an issue or recommendation during the inspection. The City of Algoma also noted that sign
replacement was in the process of occurring to avoid fading. The Site appears to be well maintained
and ICs that are required in the ROD (EPA, 1990) are in place and functioning as intended. The
coverings of the SDA, LDA, and NDA are in good condition with no notable bulges, cracks, seeps, or
other issues. The FYR Site Inspection Checklist is provided in Appendix F for additional observations
and details.
V. TECHNICAL ASSESSMENT
QUESTION A: Is the remedy functioning as intended by the decision documents?
Question A Summary:
Yes. Review of the groundwater monitoring results, remedial systems operations data, and the Site
inspection provide evidence that the selected engineered remedies are functioning as intended by the
ROD and ESDs. The ICs required in the ROD (EPA, 1990) have been fully implemented. No inappropriate
Site or media uses were noted during the inspection or interviews.
Remedial Action Performance
• The remedy continues to function as designed. EPA's review of documents, Site ARARs,
risk assessment assumptions, the results of the Site inspections, and analyses of
groundwater samples, including the results of the additional arsenic sampling as part of
the sixth FYR sampling event, indicates that the remedy is functioning as intended by
the ROD and ESDs. The 2023 sampling event indicated that site COCs, specifically
benzene, cadmium, chromium, and mercury continue to be below the selected cleanup
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levels (WAC Ch. NR 140 ESs). Therefore, groundwater cleanup goals have been met for
VOCs and other COCs except for manganese and iron. Groundwater monitoring results
exhibit iron and manganese concentration exceedances above their WAC Ch. NR 140 ES
cleanup levels. Additional reporting of arsenic was included in the 2023 sixth FYR
sampling event to determine if iron and manganese concentrations were representative
of a changed geochemical state. While the results indicate exceedances, the ROD and
the data show these exceedances are unlikely to have adverse effects on human health
and are not attributed to landfill impacts due to the depth of landfill impacts in the
shallow sand and gravel aquifer compared to the screened interval for the private wells
in the deeper dolomite (bedrock) aquifer. EPA will continue to evaluate WDNR's
decision to conduct MNA to determine if it is an appropriate remedy. Once a
determination is made, a site decision document may be generated to reflect any
changes or additions to the remedy. Capping or covering the landfill areas, installing the
passive gas venting system, and fencing the Site are achieving the RAOs, which require
the minimization of migration of contaminants to groundwater and prevention of direct
contact with, or ingestion of, contaminants in waste materials or groundwater.
System Operations/O&M
• Operating procedures, as implemented, are working in a manner that will continue to
maintain the effectiveness of the remedy. Visual inspections of the landfill areas' covers
are conducted routinely and during the FYR site inspection were noted to be in good
condition. Maintenance is conducted on an as-needed basis, based on the visual
inspections that happen regularly. During the September 2023 FYR Site Inspection, it
was observed that some minor wear and tear and weathering of sections of the fence in
the LDA along the eastern edge of the landfill were noticeable.
• The groundwater monitoring well network should be evaluated to determine if it is
adequate for delineating the presence of PFAS and 1,4-dioxane contamination.
Additionally, the QAPP and long-term monitoring plan should be updated to reflect
sampling of these emerging contaminants. The EPA's 2023 hydrogeologist review
recommends that intermediate (50-85 ft bgs deep) and lower aquifer monitoring wells
(directly above or in bedrock) installed closer to the Site would aide in defining full
vertical extent of contamination. It is also recommended that at least one sentinel well
is installed downgradient of the ALOW-24 & 25 wells to monitor potential future
movement of the impacted groundwater and potential impacts to the wetland.
Implementation of Institutional Controls and Other Measures
• All access restrictions, which includes fencing, and ICs in the form of restrictive
covenants are in place for the Site. ICs addressing private well installations are in place
to help prevent groundwater use on-Site where contamination is present. No Site uses
that are inconsistent with the ICs or the remedy's IC objectives have been noted during
the annual Site inspections. In accordance with the ICIAP and O&M Plan, ICs have been
reviewed regularly during this five-year period, and EPA will be notified of any
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deviations from these plans. A summary of ICs can be found in Table 2: Summary of
Planned and/or Implemented ICs of this FYR.
QUESTION B: Are the exposure assumptions, toxicity data, cleanup levels, and remedial action
objectives (RAOs) used at the time of the remedy selection still valid?
Question B Summary:
Yes. There have been no changes in the physical conditions of the Site that would affect the
protectiveness of the selected remedy at the Site. There has been no substantive change in the use of
the property during the last five years. There have been no changes in land use near the Site. The Site
is still zoned for industrial use only. No other changes are expected in the near future. There have been
no newly observed species or ecologic settings. Downgradient of the Site, large-scale farms are present
which have private residential wells that are being used to supply drinking water. However, as
indicated, private drinking water wells are cased through the silty sand layer into bedrock
approximately 100 feet bgs below the depths at which PFAS exceedances were found. However,
additional sampling will need to be done to further delineate the extent of PFAS contamination.
There have been no changes in either the contaminant characteristics/toxicity or the federal MCLs or
State (WAC Ch. NR 140) standards for protection of groundwater as they relate to the COCs at the Site.
Standard risk assessment methods for the COCs have not changed in a way that would affect the
protectiveness of the remedies at this Site.
PFAS sampling was conducted in four monitoring wells at the Site and no concentrations were above
the PALs or ESs State standards except for monitoring wells, ALOW-IOR and ALOW-21 which are
screened in the silty sand layer well above the dolomite aquifer. Per EPA's 2024 hydrogeologist review,
ALOW-25, one of the deepest wells, has decreased concentrations of dissolved metals compared to
upgradient locations and had no detections of PFAS compounds. According to private well logs, the
downgradient residential wells have been reported as bedrock wells and have continuous well casing
through the sand and gravel, generally cased to the dolomite (encountered at depths ranging from 100
to 136 feet below ground surface) and then are open with the well screen to the dolomite aquifer with
a minimum depth of 88 feet bgs (2023 O&M report). There are no bedrock monitoring wells at this
time, but non-detects from the deepest ALOW-25 well suggest PFAS compounds have not yet migrated
into the deeper zones or lower aquifers. Intermediate (50-85 ft bgs deep) and lower aquifer monitoring
wells (directly above or in bedrock) placed closer to the Site would aide in defining full vertical extent
of contamination. Future sampling and monitoring efforts will help ensure that groundwater
contamination is not migrating into the bedrock aquifer.
There have been no changes in standards or other factors to be considered, toxicity, other
contaminant characteristics, or risk assessment methods that would affect the protectiveness of the
remedy. However, because PFAS was detected in groundwater monitoring wells at the Site during the
preliminary assessment, a comprehensive assessment of PFAS is required to further characterize if
these contaminants may need to be addressed to ensure that the Site remedy remains protective of
human health and the environment. In addition to PFAS compounds, 1,4-dioxane has not been
sampled as a potential emerging contaminant. Given this contaminant is frequently associated with
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detections of chlorinated solvents, particularly with 1,1,1-trichloroethane, as a stabilizer and corrosion
inhibitor, which was found in the groundwater above detection limits, it will be necessary to sample for
1,4- dioxane in the future as well to determine if it is present and Site-related. To complete this
emerging contaminant sampling and additional sampling, the QAPP and long-term monitoring plan will
need to be updated.
QUESTION C : Has any other information come to light that could call into question the protectiveness
of the remedy?
No. There has been no information generated during this sixth FYR period that calls into question the
protectiveness of the remedy which has not already been addressed. There have been no Site impacts
due to climate change or natural disasters that were not apparent during remedy selection,
implementation, or ongoing O&M.
VI. ISSUES/RECOMMENDATIONS
Issues/Recommendations
OU(s) without Issues/Recommendations Identified in the Five-Year Review:
None
Issues and Recommendations Identified in the Five-Year Review:
OU(s):
1/Sitewide
Issue Category: Monitoring
Issue: The current monitoring well network may not be sufficient and may
require the installation of additional wells.
Recommendation: The PRPs should further evaluate the current
monitoring well network and provide an updated groundwater monitoring
plan which includes the installation of any additional wells that are
deemed necessary.
Affect Current
Protectiveness
Affect Future
Protectiveness
Party
Responsible
Oversight
Party
Milestone Date
No
Yes
PRP
EPA/State
9/30/2025
OU(s):
Issue Category: Changed Site Conditions
1/Sitewide
Issue: 1,4-Dioxane has not been evaluated or sampled as an emerging
groundwater contaminant of concern.
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Recommendation: The PRPs should amend and implement the QAPP and
long-term monitoring plan to include 1,4-dioxane sampling of
groundwater and private drinking water wells to determine if 1,4-dioxane
is a Site-related contaminant.
Affect Current
Protectiveness
Affect Future
Protectiveness
Party
Responsible
Oversight Party
Milestone Date
No
Yes
PRP
EPA/State
3/31/2025
OU(s):
1/Sitewide
Issue Category: Changed Site Conditions
Issue: PFAS compounds have been detected in site groundwater
monitoring wells during the preliminary PFAS assessment in 2021 and
2022.
Recommendation:
The PRPs should amend and implement the QAPP and long-term
monitoring plan to include PFAS sampling of groundwater and private
drinking water wells to determine if PFAS is a Site-related contaminant.
Affect Current
Protectiveness
Affect Future
Protectiveness
Party
Responsible
Oversight Party
Milestone Date
No
Yes
PRP
EPA/State
3/31/2025
OU(s):
1/Sitewide
Issue Category: Remedy Performance
Issue: WDNR has determined that reliance on natural attenuation of
manganese and iron can be utilized with the requirement of continued
long-term groundwater monitoring in order to meet the WAC Ch. NR 140
ESs ARAR, but further evaluation is necessary.
Recommendation: The PRPs, WDNR, and EPA should continue evaluating
if monitored natural attenuation is an appropriate remedial action for iron
and manganese. If it is determined that this is appropriate, a decision
document may be needed to reflect this change.
Affect Current
Protectiveness
Affect Future
Protectiveness
Party
Responsible
Oversight Party
Milestone Date
No
Yes
PRP
EPA/State
9/30/2025
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OU(s):
1/Sitewide
Issue Category: Monitoring
Issue: Iron and manganese concentrations continually exceed the WAC
NR 140 public welfare ESs of 300 |ag/L and 50 |ag/L, respectively, despite
not being expected to cause adverse effects.
Recommendation: It is recommended that at least one sentinel well is
installed downgradient of the ALOW-24 & 25 wells to monitor potential
future movement of the impacted groundwater.
Affect Current
Protectiveness
Affect Future
Protectiveness
Party
Responsible
Oversight Party
Milestone Date
No
Yes
PRP
EPA/State
9/30/2025
OTHER FINDINGS
In addition, the following are recommendations that were identified during the FYR and may
improve performance of the remedy and management of O&M but do not affect current
and/or future protectiveness:
• Continue to include results of arsenic sampling in the upgradient groundwater
monitoring well ALOW-16 to ensure concentrations do not exceed the WAC Ch. NR 140
action limits. This is suggested as a result of the 2023 Sixth FYR O&M Report No. 35 in
which arsenic was detected below the WAC Ch. NR 140 ES of 10 |ag/L but at a
concentration equal to the WAC Ch. NR 140 PAL of 1 |ag/L.
• Evaluate and update the hydrogeology assessment at the Site and the existing cross-
sections included in annual O&M reports to depict Site conditions more clearly. The
residential well logs included in the O&M reports indicate that the private wells are
approximately 100 feet bgs in bedrock, but it is not clear what the surface elevation is at
the well locations.
VII. PROTECTIVENESS STATEMENT
OU1 and Sitewide Protectiveness Statement
Protectiveness Determination:
Short-term Protective
Protectiveness Statement: The remedy at the Algoma Municipal Landfill Superfund Site
currently protects human health and the environment due to the continued maintenance and
monitoring of the soil/clay covers, gas monitoring probes, groundwater monitoring wells,
appropriate fencing and signage that prevents access to the site, and ICs that are in place to
manage exposure pathways which could result in unacceptable risks. However, in order for
the remedy to be protective in the long-term, the following actions need to be taken to ensure
protectiveness:
24
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• The PRPs should further evaluate the current monitoring well network and provide an
updated groundwater monitoring plan which includes the installation of any additional
wells that are deemed necessary.
• The PRPs should amend and implement the QAPP and long-term monitoring plan to
include 1,4-dioxane sampling of groundwater and private drinking water wells to
determine if 1,4-dioxane is a Site-related contaminant.
• The PRPs should amend and implement the QAPP and long-term monitoring plan to
include PFAS sampling of groundwater and private drinking water wells to determine
if PFAS is a Site-related contaminant.
• The PRPs, WDNR, and EPA should continue evaluating if monitored natural attenuation
is an appropriate remedial action for iron and manganese. If it is determined that this
is appropriate, a decision document may be needed to reflect this change.
• It is recommended that at least one sentinel well is installed downgradient of the
ALOW-24 & 25 wells to monitor potential future movement of the impacted
groundwater.
VIII. NEXT REVIEW
The next FYR report for the Algoma Municipal Landfill Superfund Site is required five years from the
completion date of this review.
25
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APPENDIX A - REFERENCE LIST
26
-------
Baedecker, M.J. and W. Back. 1979. Hydrogeological processes and chemical reactions at a landfill.
Groundwater. Vol. 17, No. 5. September-October 1979.
Interstate Technology & Regulatory Council (ITRC). 2023. PFAS Technical and Regulatory Guidance
Document and Fact Sheets PFAS-1. Washington, D.C.: Interstate Technology & Regulatory Council,
PFAS Team, https://pfas-l.itrcweb.org/.
Kammerer, Phil A. 1981. Ground-Water Quality Atlas of Wisconsin. U.S. Geological Survey
Information Circular 39. WGS-IC39.
Retzlaff, Jerry, Retzlaff Well Drilling, Inc. 1998. Telephone conversation with Madeline Gotkowitz,
RMT, Inc. November 2,1998.
RMT Inc. Remedial Investigation Report. 1990. Algoma Municipal Landfill, Algoma, Wisconsin, June
29, 1990.
RMT, Inc. 1993a. Final Remedial Design Plan, Algoma Municipal Landfill, Algoma, Wisconsin. March
1993.
RMT, Inc. 1993b. Final Operation and Maintenance Plan, Algoma Municipal Landfill, Algoma,
Wisconsin. May 1993.
RMT, Inc. 1995. Revision No. 1, Final Operation and Maintenance Plan, Algoma Municipal Landfill,
Algoma, Wisconsin. July 1995.
RMT, Inc. 2005. Request for Modification to Groundwater Monitoring Program Algoma Municipal
Landfill - Algoma, Wisconsin. August 12, 2005.
Skinner, Earl L., and Ronald G. Borman. 1973. Water resources of Wisconsin - Lake Michigan Basin,
U.S.G.S. Atlas HA-432.
TRC Environmental Corporation. Institutional Control Implementation and Assurance Plan, Algoma
Municipal Landfill, Algoma, Wisconsin, June 28, 2013.
TRC Environmental Corporation. Institutional Control Implementation and Assurance Plan Status
Report, Algoma Municipal Landfill, Algoma, Wisconsin, August 12, 2013.
TRC Environmental Corporation. 2017. Request for Modification to Groundwater Monitoring
Program Algoma Municipal Landfill, Algoma, Wisconsin, March 23, 2017.
TRC Environmental Corporation. 2018b. Quality Assurance Project Plan, Algoma Municipal Landfill,
Algoma, Wisconsin. June 2018.
27
-------
TRC Environmental Corporation. 2019. 2019 Operations and Maintenance Progress Report No. 31 -
Revision 1, Algoma Municipal Landfill, December 19, 2019.
TRC Environmental Corporation. 2021. 2020 Operations and Maintenance Progress Report No. 32 -
Revision 1, Algoma Municipal Landfill, February 25, 2021.
TRC Environmental Corporation. 2021. PFAS Site Investigation Work Plan, Algoma City LF, State
Highway 54 West, Town of Ahnapee, Wl. April 2021.
TRC Environmental Corporation. 2022. 2021 Operations and Maintenance Progress Report No. 33 -
Revision 1, Algoma Municipal Landfill, January 21, 2022.
TRC Environmental Corporation. 2022. Additional Sampling under the PFAS Site Investigation Work
Plan, Algoma City LF, State Highway 54 West, Town of Ahnapee, Wl. March 2022.
TRC Environmental Corporation. 2023. 2022 Operations and Maintenance Progress Report No. 34 -
Revision 1, Algoma Municipal Landfill, February 22, 2023.
TRC Environmental Corporation. 2023. 2023 Sixth Five-Year Groundwater Assessment Report and
Operations and Maintenance Report No. - 35, Algoma Municipal Landfill, December 27, 2023.
United States Environmental Protection Agency. 1990. 1990 Record of Decision, Algoma Municipal
Landfill, Algoma, Wisconsin, September 25,1990.
United States Environmental Protection Agency. 1992. Explanation of Significant Differences:
Algoma Municipal Landfill Superfund Site. October 21, 1992.
United States Environmental Protection Agency. 2015. Explanation of Significant Differences:
Algoma Municipal Landfill Superfund Site. August 19, 2015.
United States Environmental Protection Agency. Approval of the Request for Modification to
Groundwater Monitoring Program Algoma Municipal Landfill Superfund Site, May 30, 2017.
United States Environmental Protection Agency. 2018. Fifth Five Year Review Report for the
Algoma Municipal Landfill Superfund Site. April 11, 2019.
United States Environmental Protection Agency. 2024. Hydro Review of the Algoma PFAS Report &
O&M Reports- For FYR Support. March 20, 2024
Wisconsin State Legislature. 2023. https://docs.legis.wisconsin.gov/code/admin code/nr/100/140.
Administrative Code Chapter NR 140. Register July 2023. NO. 811.
28
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APPENDIX B - SITE MAPS, FIGURES AND CROSS SECTIONS
29
-------
30
-------
Iimul
. 1 imcMBOMJ I
I tHU tttU j [~ J J1-W 3JTO I
^ 1 ~
I iw7»rl
I
I
I
I
I
fe-|
' 1WT47*i
I
| JUBBW
|_ Jl'Ei'SL J
I l«""l
I
I
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i I
I I trmntu
II *— —¦ —• —
l i
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tuxn-n ra \ ^ |
\»\ •—"• i "—*¦ »»»
/ hl • liMwitiinuian. "
KWVW__ _ J **
I
I
I
I
c4~
*
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i
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s
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CTTW» | ft- J f
t~
I '
\
;
s
' _ J
~\
*>
\
i
G ttATZaZ
ma fin
E5614
(A1FW-4I
S NEIL
(f. HAACK)
GAS VENT
WATER TABLE WELL
ABANDONED WEIL (SEPTEMBER 2017)
PIEZOMETER
GAS MONITORING PR06E
ABANDONED GAS PROBE (SEPTEMBER
20171
SURVEYMONUMENT
LIMITS OF WASTE
APPROXIMATE EXTENT OF QUARRY
ACTIVITIES
APPROXIMATE WETLAND AREA
PARCEL LINES
RESIDENTIAL PROPERTY ADDRESS
LOCATION OF PRIVATE WELL
IN MONfTORING PROGRAM
CURRENT PROPERTY OWNER
FORMER PROPERTY OWNER
31402 32M1 PARCEL ID NUMBER
NOTES
1 6*S£ MAP a**G€R> fRCM VW9CCWS* WGOHAt CRTHOHOTCGWW
OCNSORTHJA SMflWj 2510
I I At lU^DAKUSAJtlHHUt'WtYUhtSWLMLOIjiriflJJ USING ML
KUTjVJNEE CCUNTYGIS WL3 FACE. A#4J IHLHtlOW. /WROOOMTL
3*ElL5CW-24'ALOW-'2
AIXJW-'I MOW72B AiOW-M CVC-J CM»3 CUP*
AflAMTQHFr VFTFURF^ »17
r=«»r
o
ALGOMA MUNICIPAL LANDFILL
OAM REPORT NO U
ALGOMA. WISCONSIN
EXISTING CONDITIONS, PROPERTY OWNERSHIP
AND MONITORING POINT LOCATIONS
A. FOJT1K WKW W)
JkHUAfTV 3023
FIGURE 2
<>TRC
9M FOU*UER DHl'rt
SU^f 1C1
MADISON WI53W
PHDKf fOB »?f
31
-------
LEGEND
WATER TABLE WELL
PIEZOMETER
SURVEY MONUMENT
LIMITS OF WASTE
APPROXIMATE EXTENT OF QUARRY
ACTIVITIES
APPROXIMATE WETLAND AREA
PARCEL LINES
WATER TABLE CONTOUR (FT-MSL
DASHED WHERE INFERRED)
GROUNDWATER FLOW DIRECTION
PIEZOMETER ELEVATION (FT-MSl)
WATER TABLE ELEVATION T*C
W9 FOl/RICR DRIVE
SL'^TE ICt
UAOI8GN
PHOfcc 60S !i: 36C3
32
-------
LEGtMD
~ MHTBtrUU WUi
• auovktm
% 9JMf MQWJMCNT
^ UMTIO* «A4TI
0MCI4 tMJt
«*EJOOT*. m&vrr «XAES!
uOMHOIiOf«»T«W£u.
ri«£<:i>M.
CHT.MsiW«c>ari»DiJSM>*<
court wwasAGc *e*«
r.€WC«£«IWQI»UTt
i utsai«£TRt:rcM&txrtMiouTtifuirMjurHi
l» MDXMMfeftSMO »*«? HBOI 1M( «MMU
MMaAfO MB3M t>« WtCSS SJRR0UICM51>«
tWG»L «E*S
i MeiJOftjacmaacnaf&NANgatt
33
-------
SOIL UNITS
~
~
~
~
VARIABLE SiiTY SAND
TO GRAVELLY SAND
CAPPED WASTE
INTERBEDDED
CLAYEY SILT
EXISTING GROUND SURFACE
STRATIGRAPHtC BOUNDARY,
DASHED WHERE INFERRED
WATER TABLE ELEVATION (FT MSL)
GROUNDWATER
ANALYTICAL RESULTS
I WELL SEA.
SAND PACK
WELL SCREEN
(GRAY IF ABANDONED)
NORTH
A
NOTES
1. LIMITS OF WASTE ARE APPROXIMATE AND
WERE PRESENTED IN THE REMEDIAL ACTION
IMPLEMENTATON PLAN (RMT, 1W|
2. GROUNDWATER ELEVATION DATA WAS
COtlECTED ON SEPTEMBER 14 2022
3. CHEMICAL DATA ARE FROM THE SEPTEMBER
2022 GROUNDWATER MONITORING EVENT
4 WELL ALOW-04R fS INSTALLED EAST OF THE
LDA (DOWNGRADIENT).
5. LIMITS OF CAPPED WASTE ARE APPROXIMATE
ALGOMA MUNICIPAL LANDFILL
O & M REPORT NO 34
ALGOMA. WISCONSIN
LEGEND
SOUTH
A'
IS* Vertical Exaggeration
i Scale %s Approximate!
GEOLOGIC CROSS SECTION A-A'
FIGURE 4
999 Fou«ef Drwe
Sues *D1
Uadaon.W 53717
Phare: 6Ca.826.36D0
CROSS SECTION
LOCATOR
•'' *' ££ • 5; ^
GftoiiKton tti n ri rt* h i isi
ACfitHs *££uq\ .\-A- '
34
-------
35
-------
APPENDIX C - CHEMICALS DETECTED IN GROUNDWATER FROM THE ROD
36
-------
YMK.E 1
OVMICNLS KICOO IB BWJUW) Witt tMKMfMf (Cl.Lt
JULQONA LMDf ILL
Chgwlcit
A. Valatlt* flfpwic
CMaraatltant
(•oumi 1|
(••uni II
tMarHi
11
(I
-------
tun t T*«)
WCMlCAtS KTECIB il t*OU» NAftt flMMUOl KlU
mmm uawiu
Chunif I
2 but ¦oww
(flE/1W4>
(lajnd \J
<*ounrf 21
l.l.l-triMtfrortlww
(NiN 1*
(NW4 tl
lit;
(found U
(ftounrf 21
t*t*l Rytcm
<£M W»SJ
Frejtwncy
of
m
flrii
m i
i/ii
3/1 i
©/«
1/t
bUC2-«thy**ayt HAtlwUtc
citi. two
(found if
tutyltwrayl phtlwul»t*
(Round II
tt-n-tjytft pftttwlii*
lilt, 1##4i
Diethyl ptittMllt*
(ftOUKi 11
4/4
0/11
1/11
4/4
S«pl<
Quant)t«t ion
t
t«a/L)
7
10
10
I
MnlflUR RtportMl
Concontrvtfont
tui/l 3>*
5,4
N»t 4»t«ct«d
i.sj
is
4
U
Not 4*t«ct«d
IS
4/
N«t dtttCICd
22
3.6
Imx ©I
Background
t*s/u
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8.4
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not
mm drtccMH
Cancontrvtton
•f Slprtificonc*
InclwM In
mmmwmiMmkX |
u.i — m, —an- ... .*
Wt OVIW.IOT
not
M«t detected
2.1
1st lentil
far
In actM
fcttwfci/t—¦i
titomrr inwlmm.
not tenet** br
mlytti.
PrMMt or»ty In A1.0W• 9/
ffrtt «Mpt ina round, net
confirmed by Mfcoequont
tl iMHpttaf,
liltiMiry
^rwont In boekfrotmJ
«ntt toM (era** «k>i»
tr»r*f»r); net conftc
by XI Mapllng of ff-otrd
water,
1/11
W
JJ
All footnotM *r* it tdt *nrt o» t*i« tabt*.
38
-------
T«U '
OCRICALt •fffCf® 1* SMU0 Will CUCMftTMH WUS
M.0OM UUDflLl
a—
d<-n-octyt pMfcoioto
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Concontrotiom #1 Sl«n(f leonw
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Cmluuwi^atti
$Sl9lPr^pv ^8™T» v
contaolnantf iwt
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(Kountf 11 ll«
Hot Meet!4
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TIC; Miumit ftcid
(Hwtf 11
C. lnor®»*leo
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(tawn) ^y
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1/11
9/11
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51*
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lit
w.Si
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m
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onoty»t».
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tilt.
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(*«md I)
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> (Round I)
6/11
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1/11
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4
206
detoctod
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MM drtoetotf
a
In feocfc«round «tll«;
nM confiroad tor occond
«*#*!.
*ro»«wt In Wank flrtt
round; prooont In tortfromi
utHi
tariuR
(Round 1}
(Round 2)
It'yl I iu»"
f«(WD ))
(Round 2)
(Sound I)
(Round II
6/11
1/11
1/11
1/11
1/11
II
15
ISOtat
Hot d»ioctod
12.1
Hot dttOCtod
lot dotoctod
Net dotoctod
Hot d»t«ct«f
Hat Elected
Mt
MM dotoetod
Mt cmflnnd tor mond
ro*nd •! II onotyiU.
not con# IfMrf tqr Mcmd
mild of It Mtyiti.
39
-------
tacit t tamm
owiotti iftrone i* awu» u*if«
A1CCHA UUCHtL
Owictl
Calcic*
(iCXJTd 1)
(«ound 2)
Chromiitt*
{Round 1)
(teund I)
Cafcalt*
(fund 11
(luiri It
tsppe**
(•own* 21
frwMinrr
ttfeMlg
SMpl*
(Kwntitatian
limit!
MiIim ftaperted
Concent rat tarn
mat
Amp #1
lectyamrf
toneentmien
JMU
«.t>
11/11
11/11
K1,t
m,t
i»,i»
§?»•#§
?/«
0/11
«
11
11,f
MM detected
let detected
Nat detected
1/11
0/11
S1.Ma
t detected
itl detected
Mat detected
11/1!
11/11
51.1
U.IMa
MM
f.*»
11/11
W/11
n.m
15,100m
1M
73.
1/11
r/n
2-10
I
Nat detected
lot datacted
11/11
11/11
92,000
»,1®§
99,000
11/11
f/11
m
t«»i
mm
40
fid WEUt
CancentreHon Included In
at Sifntficence (ndafttimt latianeta
fi/L)e te
*67 M Praaent In
1 fUS
10.1 I detected In field
bier* enalyiti. Ma 2nd raund
eenfirmtten.
Mm cant Iraad fcf MMeand
round anelplt.
40 • Mreaent In Merita
SJ
10 1 in blank f I rat
r«rt; detected at »ma
in Ktwaum* County mil In
UKS from! «eter data
(bKkfroiMdl).
-------
1 {CtMTM})
IRM MfEt OMmil
LMOriLt
tttwietl
iterllne ft AUW*2.
* Stank data wad to detemtne concentration* of *ifnlficance a* diacvaaed In text.
* tanplw not anelried fee ta«lvolat1»* organic* during second Rl i*>pl!n( round,
" mull concentration* represent dl**olv«d fraction detected in filtered «Mp(ee.
'* unf 11 ter«d w«d f«r eyenlde analyet*.
41
-------
APPENDIX D - NOTIFICATION OF FYR START
42
-------
I O
USBy
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY
REGION 5
77 WEST JACKSON BOULEVARD
CHICAGO, IL 60604-3590
SR-6J
SENT VIA EMAIL
April 24, 2023
Mr. B.J. LeRoy, PG
Hydrogeologist - Southeast Region Remediation and Redevelopment
Wisconsin Department of Natural Resources
1027 West St. Paul Avenue
Milwaukee, Wl 53233
Mr. Matt Murphy
City Administrator & Public Works Director
City of Algoma
416 Fremont Street
Algoma, Wl 54201
Re: Five-Year Review Start and Site Reassignment
Algoma Municipal Landfill Superfund Site
Ahnapee, Wisconsin
Dear Mr. LeRoy and Mr. Murphy:
This letter is to notify you that U.S. EPA (EPA) is starting the sixth Five-Year Review (FYR) process for
the Algoma Municipal Landfill Superfund (ALMF) site located in Ahnapee, Wisconsin. EPA will lead the
ALMF FYR.
The FYR for the AMLF site is statutorily due on April 11, 2024. Necessary coordination activities for the
FYR include scheduling a kick-off meeting; notifying the public; accepting public input; gathering,
reviewing, and evaluating site information and data; conducting a site inspection; evaluating
protectiveness; and developing any pertinent recommendations, etc.
43
-------
EPA will be contacting you shortly to schedule the kick-off meeting, which should be conducted no
later than June 11, 2023. During the kick-off meeting, the site team can determine whether the FYR
inspection can be conducted concurrent with the 2023 annual inspection and groundwater sampling
event or whether an earlier, separate site inspection should be conducted.
As I noted in my April 10, 2023, email, one of the most important issues the 2024 FYR will need to look
at is the per- and polyfluoroalkyl substances (PFAS) sampling results. In March 2023, EPA proposed
Maximum Contaminant Levels (MCLs) for perfluorooctanoic acid (PFOA), perfluorooctane sulfonic acid
(PFOS), and other PFAS chemicals. The proposed MCL for PFOA and for PFAS is 4 nanograms per liter
(ng/l), and the groundwater sample recently collected from groundwater monitoring well MW-21
contained 30 ng/l of PFOA. EPA expects to finalize the MCL for PFAS by the end of 2023, which will
provide some additional clarity.
As such, EPA is expecting to work with WDNR and EPA's PFAS Quality Assurance staff to evaluate:
1. Whether the existing 2022-2023 sampling strategy is adequate to characterize PFAS
concentrations from the landfill and potential impacts to downgradient residential well users.
2. Whether additional sampling locations/rounds of PFAS sampling are warranted or whether any
new groundwater monitoring wells need to be installed and/or any residential wells need to be
sampled for PFAS. If any downgradient residential wells need to be sampled for PFAS, EPA
recommends collecting these samples concurrently with the upcoming 5-year residential well
monitoring event, so a separate field mobilization is not required.
3. Whether an ESD needs to be issued to include groundwater cleanup levels for PFAS in the MNA
remedy and PFAS sampling in the long-term monitoring program until concentrations are
demonstrated to be permanently below criteria.
4. Reviewing the existing QAPP to evaluate whether the QAPP is adequate to address the lower,
proposed MCLs for PFAS.
5. Reviewing the site hydrogeology and sampling results from groundwater monitoring and
residential wells.
Site reports indicate that downgradient private wells are located in the dolomite aquifer and are not
impacted by the site. However, the residential wells are not shown on any of the cross-sections in the
reports. The residential well logs included in the reports indicate that the residential dolomite wells are
approximately 100 feet below ground surface, but it is not clear what the surface elevation is at the
well locations. Also, the last time the residential wells were sampled in 2018, residential well ALPW-04
located approximately 1,800 feet in the general downgradient direction of MW-21 contained dissolved
iron, a site-related contaminant, at a concentration of 6,200 |ag/L. MW-21 is the same groundwater
monitoring well which contained PFAS above the proposed MCL.
This concentration of iron in residential well ALPW-04 is well above the ES of 300 \x.g/\ and also well
above the iron concentrations in all of the other dolomite residential wells, which ranged from 750 \x.g/\
to 1,900 |-ig/L, as well as the maximum dolomite iron concentration for Kewaunee County of 1,900
l-ig/L. This lends some uncertainty as to whether the iron detected in residential well ALPW-04 is
actually due to naturally occurring background concentrations. From the 2018 report, it is also not
clear where the other residences in the vicinity of the site obtain their drinking water from since they
44
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are not shown to have private wells (e.g., is there a public water supply in the area that is not
mentioned?).
These issues can be discussed more fully during the FYR scoping meeting in the upcoming months.
Finally, as I also mentioned in my April 10, 2023, email, the AMLF site has been reassigned to another
RPM so that I can continue to focus on NPL Deletions and reviewing Superfund Institutional Control
documents for EPA Region 5. The current RPM is now Caitlan Shanahan. Ms. Shanahan can be reached
at (312) 353-2690 or via email at shanahan.caitlin@epa.gov. I will continue to be available to assist
with the site transition and upcoming FYR as needed.
EPA looks forward to working with the WDNR, the City of Algoma, International Paper and TRC in
completing the FYR report for the AMFL site. If you have any questions, please feel free to contact Ms.
Shanahan or call me at (312) 886-1843 or email me at cibulskis.karen@epa.gov
Remedial Project Manager/NPL Deletions Coordinator and IC Reviewer
Superfund & Emergency Management Division
U.S EPA Region 5
77 W.Jackson Blvd., SR-6J
Chicago, IL 60604
(312) 886-1843
cc: Caitlin Shanahan, EPA RPM
Leslie Blake, EPA Section Chief
Natalie Romain, EPA Community Involvement Coordinator
Matt Dawson, EPA Attorney
Amber Shallow, City of Algoma Treasurer
Brian Jones, International Paper
Katherine Vater, TRC Solutions (contractor for the PRPs)
Digitally signed by
KAREN CIBULSKIS
Date: 2023.04.24
12:41:42 -OS'OO*
45
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APPENDIX E - PUBLIC NOTICE OF FIFTH FYR ON EPA PUBLIC NOTICE PAGE
46
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PUBLIC NOTICE;
ALGOMA MUNICIP DFILL: Five-Year Review in Progress
Algoma, Wisconsin
The U.S. Environmental Protection Agency is conducting a five-year review of the Algoma Municipal
Landfill in Algoma, Wisconsin. This site is located south of State Route 54, and west of Birch Drive, in
Ahnapee Township in Kewaunee County. The Superfund law requires regular checkups of sites that
have been cleaned up - with waste managed on-site - to make sure the cleanup continues to protect
people and the environment. This is the sixth five-year review of this site.
EPA's cleanup of volatile organic compounds and metals in the groundwater at the Algoma Municipal
Landfill site included a landfill cover; groundwater and water supply monitoring; methane gas venting;
and fencing around the site.
The previous five-year review in 2019 found that the existing remedies in place throughout the site are
protective of human health and the environment and are operating as intended. Additionally,
restrictions on how the site made be used—what EPA terms institutional controls—are in place and
effective at preventing human or environmental exposure to site contaminants. However, the site
team continues to monitor the site groundwater for elevated levels of manganese and iron.
More information is available at the Algoma Public Library, 406 Fremont Street, and at
www.epa.aov/superfund/algoma-municipal-landfill. The review will be completed by summer 2024.
The five-year-review is an opportunity for you to tell EPA about site conditions and any concerns you
have. Contact:
Caitlin Shanahan
Remedial Project Manager
(312) 353-2690
shanahan.caitlin@epa.gov
Caitlin Mclntyre
Community Involvement Coordinator
(312)353-2073
mcintyre.caitlin@epa.gov
You may also call EPA toll-free at 800-621-8431, 8:30 a.m. to 4:30 p.m., weekdays.
47
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APPENDIX F - SITE INSPECTION CHECKLIST
48
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Site Inspection Checklist
I. sm imokm\iio\
Sift* inline:
AJ«ma MMjfdt Uwtf-U
Dale ol inspection:
^om-ctr^
o
1i(.11 and Umion:
\fiick or tap f|f re to enter text _
Alipfm. ; Rm;oa.S
EPA ID-:
3
\izcncy. office, or company leading the FYk:
Weather/temperature;
W^.itkllill co\
m \ck
\ cr/containment
eeess controls
Kzf/Institutional controls
_J (iroundw ater pump and treatment
LI Surface water collection and treatment
Remedy Includes: (Cheek all that apph)
/ .
3 Monitore
Monitored natural attenuation
~ Groundwater coMainmenl
~ Vertical barrier walls
~ Other: Click or lap here to enfr;
~ Inspection team roster attached
Attachments:
sfsite map attached
49
-------
sift liiN|>ccci«ni Checklist
U. INTERVIEWS (Check alt jIum apply*
1.
Problems, suggestions:
i ¦ ¦ . .
2. (MM Stiff"
..;
-Mi,-
Interviewed; ~ at site ~ a! office lj by phone Phone Number: t Iick: •>< .-uio t,. ^
• i:> IV !.¦ .UK; .ppi. _
3, Local regulatory authorities and response agencies {Le., State and Tribal offices, emergency
response office, police department, office of public health or environmental Health, wining office,
recorder of deeds, or other city and county offices, etc.) Fill in all that upph.
Agency; - tap iK:C U: cntC; UfXL
Contact: , I til.- ,C lick or lap m mikt u dak1., P; Pi-oif.,- 'Mtn-vr
Problems, suggestions: ~ Report attached
. .
Agency: ' •'>> hip lu-.v km.
Contact:'--' m,' , I , < lo-k nr hip in cih-k u P:1':';>sk
Problems. suggestions: u Report attached
Problems, suggestions:
~ Report attached
Agency:
Contact;
: M ><. !" «.h<> : K - !
I f t Hih or f,ip 111 ,;itu-r :s da!,.;., P:
Problem s, su ggest ions:
O Report attached
Agency:
Contact:
t f .!(v , or lap Hi mUm
Problems, suggestions;
: liiun u%^ (opliniinl):
- . ¦: - -¦ h iK; h/M.
~ Report attached
-------
"•in- IrisiK't'lioii Cliet Mi*t
! IK HVMI I-: »1I-'Mn & U|-'roKI>S .( lie.-* J¦ '!¦ 'I
d
1, O&M Documents
O O&M manual [^Readily available t/\ p to elate ~ M' \
O As-built drawings Steadily available t/yp ti> date ~
O Maintenance logs ^Readily available EffUp to date D N/A
Remarks; C ;t;A or tap here lo enter text, fapf ^ fhe Alggnw, Rpfrafaai
2. Site-Specific Health and Safety Plan sfkeadih available
O Contingency Plan/Emergency Response Plan [Steadily available
_R«mwkKnicfc or rap here to emer text.JW^t Qfy sfo _
LI N A
nrCa.
'N'A*
3, <)«&M and ()SH.\ Training Records
Srileadily available lA\ p tu date
Remarks: Hick »r lap here to enter test ^ rifv^^ enA tifflfc
4. Permits and Service Agreements
~ Air discharge permit ~ Readily available ~ I. 'p to Jute
~ Effluent discharge ~ Readily available ~ I p to dote
~ Waste disposal, POTW ~ Readily available ~ Up to dale
~ Other permits: Click or lap here to enter text,
Remarks: t 'lick or lap here lo enter text,
j 5, (ins (feneration Records
j p/Readily available QfUptodate
[_ Remarks: Click ot Tap here to enter text. dlso in fgperfa
6. Settlement Monument kttmd.s y.
~ Readily available CI 1 'p to date 0 N.v>
'Remarks: Click or lap here to enter text, fount! in &x\y\ftprtf tf flLppW.y€
17» (Groundwater Monitoring Records y .
I [ifReadily available Hup to date lu N ^
L Rcili;l,is: ¦ '' " "¦ ' AmyaI r^oHrr
; 8. Letichate t\\tract ion Records /
| ~ Readily available L_ l !p to date w\>
KcmaikN: ¦ ¦ , ¦ i " 1
I j N
-------
Site Inspection Checklist
9. Itisirhargc Compliance Records
~ \ii
~ Rc.nlih d\nilablc
~ l ip to date
H\\ ;iter (effluent)
PI ReadiK mailable
~ I lp hi dale
HA A
Remarks: (lieis or tap here U
T Ifc'Xt.
11), Daily Access/Security Logs
Remarks;
~ Readily available
r lap here to enler text.
IV. O&M ( OS I S
' " I ip to dale
y(\
NM
~ ( ontraelor ibr State
S^omnictor Ibr FRI'
~ Contractor for Federal Facility
2.
O&M Organization
~ State in-house
ESZf'pRP in-house
~ Federal Facility in-house
Remarks; 1 dick or lap here to- enter text,
O&M Cost Records
Steadily available & Up to date ~ funding mechanism/agreement in place
Original Q&M cost estimate Click or tap here to enter text, ~ Breakdown attached
Total annual cost by year for review period if available
/ "TViese fCtOfAs art 5*jWiit1dl ujtfh amu»l fWti«
Hllpt.
From
To
Total cost
C lick or tap to
t lick or tap here to
11 Bieakdown attached
enter a dale.
enter text.
From
To
Total cost
: FcK ;e Inff ie- ewer u
Click or left to
Click or tap here !o
L1 Breakdown attached
enter a date.
enter text.
from
To
Total cost
< 'IhI, tuji i,. rarer
Hick or lap tt>
Click or tap here to
~ Breakdown attached
dlt»:
enter a date.
enter feel.
From
To
Total cost
'¦ 'F, k si) l;in rr, enter ,1
(.'lick or tap to
Click or tap here fo
O Breakdown attached
da!C
enter a dale.
enter test.
From
To
Total cost
t.'tKi et e»p to entei e
Click or tap to
Cliefc or tap here to
O Breakdown attached
enter a date.
enter text.
linaiittcipalei or Unusually High O&M fusts During Review Period
Describe costs and reasons;
e lick
-------
Sits.' inspection < kueUlist
\tri:ss AMI INSTITI TIOVVI (OMIiOl s
[^Applicable
P NVA
1, Fencing Damaged ~ Location shown ran site map M Gates secured ~ N/A
,, Remarks. ; ¦ , - ¦ biunoae k. ifloo wdftM. ;
2. Other Afiw Rcstrictingji 1 ' I ocuiion shown on site map P'Tuite^ soured cuter text
Contact: Name . llllc , Click or tap to enter a dale,, P: Phone Number
Reporting is up-to-date E^Yes ~ Net ~ N/A
Reports arc verified by the lead agency h^Vs O No ~ N/A
Specific requirements in deed or decision documents haw been [?r Yes ~ jg0 ~ N' \
met
Violations have been reported 1 ^es s/No CNN
Other problems or suggestions:
Click or tap here to enter text.
B. Adequacy SrlCs are adequate ~ ICs are inadequate ~ N/A
Remarks: Click or Uip here to enter text
4. ( Tiel ;ll
A. Vandaltam/Trespassing O Location shown on site map 5/No % .uul.ili.stn Men!
Remarks: ('lick or lap here to enter text.
B. I.ami km changes mi sitr [M \ ,\
Remarks: Click or tap here to enter text.
CI, Land mm changes off site 0 N/A
Remarks: Click or lap here io enter text
-------
^ls.t 1.1 litlll ItLi.ivli.'J.
\ i <.l M U W ^111 i OM)l I lONs
1. Koad* H Applicable
A. Roads initiated O Location shown on site map
li, OlluT Nlvt ( iMI(lili«'iis
Remarks: < 'h« k ««r tip hen - to cr»e-j
MI. J VMM II I tO\SRs
1. Landfill Surface Hf Applicable lJ N/A
A, Settlement (Low Spots) Li Location Shown on Site Map Blkttlemetnt Not Evident
A real Extent: < In k = «. t,».p here* t<> eirter te*t. Depth: <. "lick •.« ;ap itete u> e»nei u-,;
J™*"* - luw -Sfoho fte WDa WI odkwd». ^i«ew«do4.
B. Cracks U Location Shown on Site Map Slacking Not 1a idem
lengths: 1,!. Widlhs: (EU:k or u>p h0lc U"k
, ee. I je\C 4C\f,
Remarks:jt_!>v!l_w mpjictv to enter text _
€, Rrosioit , i 1 oiMtiim Shown on Site Vlap Mot; Evident
Areal Extent: i Ik k or uj» here i« enter text. Depth: Oiei ur rap hm- ie c»ki »e-
Remarks: i HA ;e iep here to enter text
» .. ¦ ; :¦: < ¦;
D. Holes tJ Location Shown on Site Map Stloies Not Evident
Area! Extent: ('ink ur tap here u> cuter lex*. Depth: Click ur iep here ee e«.fe! ue.t
Remarks:«'ink ei lap heir to cntei^e.xt.
E, Vegetative Cover iss CB^over Properly Eslablishetl
~ Tress/Shrubs (indicate size and locations on a diagram GjtfoSigns of Stress
Remarks:«'ir i .o e»p eere j«» enier urxi.
F. Alternative Cover (armored ruck, concrete, etc.)
Remarks: «, Ik k oi lap lien* :.«» enter feel
a. Bulges U I ucjlion Shown on Site Map 1ST Bulges Not Evident
Areal Extent: « i»ek «»r tap here to enter text. Height: i lick or utp ttCK u» onfe.-
Remarks: *"ftel-, »o e.p here m enter text.
II. Wet Areas/Water Halting# QKwet Areas/Water Damage Not Evident
-------
Site I nsptTliim ( hi*rkli\t
! Wet Areas ~ Location Shown on Site Map Areal I "tt i...
D Ponding Q Location Shown ob Sue \fap / rc>]
~ Seeps ~ Location Shown on Site Map Ex,mt: 1 l,,i: " ^ huT 1 1'
O Soft Subgrade ~ Location Shown on Site Map Ared intern: . !„ k ¦ r «,P hem W ¦ -
Remarks; t, Hvk ur lap here to tiller text.
1» Slope Instability ~ Location Shown on Site Map Sd Slope Instability Not Evident
£ -j Areal Extent: Click or fcp
icxl.
Remarks; 1 : •, : . - •
! 2, Benches ~Applicable GjN/A
| (Horizontally constructed mounds of earth placed across a sleep landfill side skipe to interrupt the slope in
order to slow down the velocity of surface runoff and intercept and convey the runoff to a lined channel) ^
A. flows Bypass lend ~ Location Shown on Site Map 0N/A or Okay
I Remarks; Click or tap here to enter text.
B. Bench Breached ~ Location Shown on Site Map Ef N/A or Okay
Remarks: Click or tap here to enter text.
CI. Bench Overtopped ~ Location Shown on Site Map H N/A or Okas
Remarks: Click or lap here to enter text
3, Letdown Channels ~ Applicable Ef N/A
(Channel lined with erosion control mats, riprap, grout bags, or gabions that descend down the steep side
slope of the cover and will allow the runoff water collected by the benches to move off of the landfill cover
without creating erosion gullies.) y
A, Settlement ~ Location Shown on Site Map Ef Settlement Not Evident
Areal Extent: Click or tap here to enter text. Depth: Click «>r tup "ere c<- asici ?e .t
Remarks: C lick or re :o cmcr i.ev.
B, Miitff'iiil th-.'nidation ~ Location Shown on Site Map G^Degradation Not Evident
., . , , „ , , Areal Extent: Click <«¦ i.ip iv.ex to ersL:
Material fypc:t lick vr tap here to enter text,
.Remarks: Click or tap here to enter text.
C, Erosion fl 1. oval ion Shown on Site Map " En-rosinn Nut i-'vident
-------
Site Inspection! Checklist
Depth: Click or lap heiv to enta tr--
Arcai Extent: Ciirfc or tup hen: to enter text.
Remarks: t 1e:fc or upj:ie.re ^tiita jest,
II. lindcrcutfing O Location Shown on Siie Map P'Unciercuiling Not Evident
Areal Extent: Click or lap here to enter text. Depth: Click or tap here to enter text,
Remarks: Click or lap here to enter text.
E, OliNtruciifins _j Location Shown on Site Map k/l ijidcrcnthr.iL' Not I'vLlem
Type: «. C.:k uc tap heie to enter teef.
Areal Extent I oek w UJI heft: to enter te.vt. size: Click or iap here uiUer eeJ.
Remarks:: IkC «t inp here seen led Sucked
»od condition
O Needs Maintenance
Remarks:»leL «e Lip fieie hi enter fexe
e/fis
^Rou
Functioning Ef Routinely sampled
~ Evidence of leakage at penetration
~ N 'A
i >lon.l(ii iiiu \\ i IN
EfProper iy secured/Ioe ked
B^Good condition
~ 'Needs Maintenance
Remarks: CCek or Lip here to enter (ext.
E'Functtomng 0"l£outinely sampled
~ Evidence of leakage at penetration
~ N'A
P $ i;icli,m I vti ;u liuii W ilk
-------
Site Inspection Clu ck I hi
~ Properly secured/locked
~ Good1 condition
~ Needs Maintenance
Remarks: Click or tap here to enter text.
~ Functioning LI Routinely sampled
~ Evidence of leakage at penetration
Kd'VA
E. Settlement Monuments ~ Located
Remarks: Click or tap here to enter text
D Routinely Surveyed
'N/A
5, C* as Co (lection and Treatment
~ Applicable
M M'A
(,.is 1 t riitmcnf 1 aiililic ^
~ flaring
~ Thermal Destruction
~ t 'ullee-ion lor Kui'-c
~ Good condition
~ Needs Maintenance
Remarks: c Mek or here to enter text.
l! C;i\ < <»lli eliori Wells. MiuiilnUK unci l'ipin«
efwA
O Good condition
~ 'Needs Maintenance
Remarks: Click or tap here lo enter (ext.
'C;t\ Moniinrin^ h;ieililitA ie.". ti.iv inumtonnu of ncljacenl liimics
or hi(il<]inusj
~ Good condition
~ Needs Maintenance
s'n/a
Remarks: Click or rap here to enter (ext.
<« t o\ n- l)r;MH;n:e 1
-------
Site Inspection Checklist
¦ 8.
Remarks •• • - .1 ¦ • 1
II, Ham "1 I uncliuninj:
IC-rnaike 1 • ¦ , . 'e
Retaining Walls
/A
f
L'fbrmalion Not I-v idem
n Applicable
A. Deformations ~ Location Shown on Site Map b1m;
Horizontal Displacement: Click or tap- here to enter text.
Vertical Displacement: Click or tap here to enter text.
Rotational Displacement: Click or tap here to enter text.
Remarks:C !•¦ ur mp here to cuter text
^ _ ; C
~^Deformation Not Evident
11, Degradation
Remarks: Cc
J Locution Shussu on She Map
dap here m enter teeL
Perimeter Ditches/Off-Site Discharge ~ Applicable 0 N/A
A. Sillation ~ Location Shown on. Site Map GrfiutaiioK Not Evident
Area I Extent: Click or mp here to enter text. Depth: ("lick or enter text.
Remarks: t CC,. or tap here ro enm
11, \ t «*t liitiv e Growth
IS^A
O Location Shown on Site Map
~ Vegetation Docs Not Impede Flow
A real Extent: Click or tap here to enter text. Type: Click or tap hue to emu- teee
Remarks: t' !rC or lap here to enter lest. .
C. Erosion ~ Location Shown on Site Map Br Erosion Not Evident
Area! Extent: Click or tap here to enter test. Depth: Click or lap here to enter t<:xe
Remarks: •' 1R k ur rup here to enter texi.
ft* Discharge Structure ~ Functioning ~ N/A
Remarks: * C:.r o< ih|« Cer 10 cmet text.
Mil. VI.MI K VI UAliKll ii \\ ALLS
~ Applicable
N/A
Settlement D Location Shown, on Site Map E3 Settlement Not Evident
Areal Extent: 1 Uek or ta|f .here to enter text. Depth: Click or u*p here in enter leu
Remarks: t ¦ ¦¦ ec ¦ ¦: • .¦;iii • ece *"
Performance Monitoring Type of Monitoring: C
-------
Site Inspection ( hceklki
~ 1 evidence of Breaching
Head Differential! Oii.1 or tap here to enter
O Performance Not Monitored.
Frequency: < "lick <>r lap here to enter text.
[lNf>W VlT.R.Sl RIA< T. W \ ICR RKM!.. 1)11- S
~ Applicable
!. * - Hitiiu!" ater extraction Wells. I'utnps. ami I'ipilim-v
O N/A
plieable
~ N/A
N \
N eeds Ma inlenance
\ I'ninps, \Vi lllit ritl I'liiiiihiriLU and I I cc trim I
O Good Condition D All Required Wells Properly Operating
Remarks: • ¦ , ,,,u.i
II, I \li ai tiim S\ sicm Pipelines, \ ,thrv Valve Kous. and Other \ppurU nances
~ Good (Condition ~ Needs Maintenance
Remarks:
• tap
C. Spare Parts and Equipment
~ Readily Available ~ Good Condition
Remarks: OmA or tap here Hi enter text
[ 1 Needs (o be Pie\;ded
Requires 1 'pgrade
1. Jul ian \\;iler < olkclion Mrtiehiris, Pumps, ;iml Pipelined
~ Applicable
N/A
i oHeetion Structures, Pumps, ;tntf I It t
D Oood Condition, ~ Needs Maintenance
Remarks: Click or lap here to enter test
IS Surface Water Collection System Pipelines, Valves, Valve Bases, and Other Appurtenances
~ Good Condition D Needs MuinicfMM.ee
Remarks: Click or tap here to enter u:\ i
< . Spurt' Paris and Kqmp incut
~ Readily Available ~ Good Condiiion
Remarks: HrA or lap here to enter text
~ Needs to be Provided
~ Requires Upgrade
t I n .tlnu ni S\ stem
~ Applicable
rN/A
V I rrninu'iit I'r.un i< heck components that apph )
~ Metals removal , ~ Oil/Water Separation
~ Air Stripping O Carbon Absorbers
~ filters Click or tap here to enter text.
Rioutnediation
-------
Sift1 Itivpcilinn ( licrkiisf
~ Additive (c.g, chelation agent flocculent) Click or tap here to
~ Others leek »r hip here to ewer text.
O Good Condition
~ Sampling purls pmperh marked and functional
~ Sampling maitiienattee iou di,spia\eil and up to date
~ Hquipment properly identified
O Quantity of groundwater (raited annually Click or lip here to enter text
~ Quantity of surface water treated annually On;k or tap here to enter texi
Remarks: Click or tap heie te errter lexi.
O Needs Maintenance
H I Uairical I (idiom es ;uicl P;ineK iproprrh rated vmd hiiHlinnal)
J/S A
~ Good Condition
~ Needs Maintenance
Remarks;
:trter feet.
C. Tanks, Vaults, Storage Vessels OOWA
~ Proper Secondary Containment ~ Good Condition
Remarks;«1vh;n»c Structiirc and Appurtenance*
lyti:
\\/ N A
Remarks
~ Good t 'ondition
~ Needs Maintenance
E. Trt^ineiit BtiildtngOO
BKN/A
Li Needs repair
Remarks e Jiek ch i,.ie here eo enter text,
~ Good condition (esp-. roof and doorwavs i
~ Chemicals and equipment proper!} saircd
I-. \hiniloi in<2 W i IK (Pump Jtnd I natnunt Rcmcth) fcd'V A
~ Properly secured/locked U functioning
O Routinely sampled ~ All required wells located
~ Good condition O Needs Maintenance
Remarks ee..,k or e.u» here to cater text.
4, Monitoring Data
A. Monitoring Data:
kowinelv Suhmined on lime
Is ol Acceptable Qiiuhp
-------
>i!t> Ih>|Ui Juki ( IhtUIM
B. Monitoring Data Suggests: ftsuAfr Ot Onwk tV'J P$> «tpr+" Mp
O Groundwater plume is effectively contained O Contaminant concentrations are declining & ^
5. Monitored Natural Attenuation ywMn
_____ _____ , _„. 5<4i|ti#ij.
A, Monitoring Wells (natural attenuation remedy) O N/A |'
CSTropcrlv secured/locked SFfiiictioning Bllotitinely sampled I
X / I
\ Ui HMv i;s:mi ¦«i »ii ¦¦¦•!!>, Ki iii". i!
Describe issues and observations relating to whether the remedy is effective and functioning as designed.
Begin willi a brief statement of what the remedy is to accomplish {i.e., to contain contaminant plume,
minimize infiltration mi gas emission, etc.).
"TV*. *"tmecL ii funtfciwif, oj Lateral
cy of CMMVf
2, Adequacy of
Describe issues and observations related to the implementation awl scope of O&M procedures. In
particular, discuss their relationship to tie current and long-term protectivcness of the remedy.
OlM dexs tie ff1(€dk«cu
*. K»i*h Indicators <»» Potential Remedy Problem*
! Describe issues and observations such as unexpected changes in the cost or scope of O&M or a high
; frequency of unscheduled repairs lliaf suggest thai the protect! vencss of the remedy may be compromised
in the fui
, u.< text
}. I .ii l\ I mill alot s ui I'uli iitia! kt iiunh I'lnl.ltmx
Describe possible opportunities for optimization in monitoring tasks or the operation of the remedy,
'M|4 nier n:vt
61
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APPENDIX G - SIXTH FYR SITE INSPECTION PHOTOS
62
-------
-------
Visible signage on entry gate
MW-24
Hazardous Area
within the fen<
risk to people ihn
For further in
i pose a
ci contac
-------
-------
APPENDIX H - INTERVIEW WITH PRINCIPAL ENGINEER NOTES
66
-------
Interview Record
Site Name: Algoma Municipal Landfill EPA ED No. WID98G610380
Subject: Performance, Operation and Maintenance Time: Date: October 2023
Problems
Type: ~ Telephone ~ Visit EI Other ~ Incoming ~ Outgoing
Location of Visit: Via e-mail
Contact Made By:
Name: Gaitin Shanahan Title: Remedial Project Manager Organization: U.S. EPA
Individual Contacted:
Name: Katharine Vater, PE Title: Principal Engineer Organization: IRC
Telephone No.: 8(33-826-3663 Street Address: 999 Fourier Dr.ve, State 101
E-Mail Address: kvater@trccompanies.com City, State, Zip: Madison, Wl 53717
Summary of Conversation
1 What is your overall impression of the project ?
KV Response: The remedy is functioning as designed and is in good condition.. Annual
monitoring, inspections, and maintenance are conducted as required.
2. Is flie remedy functioning as expected? How well Is the remedy performing?
KV Response: Yes, it is functioning as expected.
3. What does the monitoring data show? Are there any trends that show contaminant
levels are decreasing?
KV Response: Dissolved iron and manganese have been routinely detected at the Site
throughout the monitoring program.. The concentrations of iron and manganese are tabulated
and shown on figures in the annual O&M reports. In general, the concentrations of dissolved
iron and/or manganese exceed Wl MR 140 Enforcement Standard (ES) levels downgradient
from the LDA and are below the ES in the upgradient wells..
The 2022 groundwater monitoring Indicates that the groundwater quality at the Site is
consistent with recent previous results, and iron and manganese concentrations are gene-rally
stabie-to-decreasing. Iron and manganese detected in groundwater downgradient of the LDA
exceed NR 140 ES but are consistent with historical levels. These results continue to indicate
that natural bio-geochemical processes contribute to the reducing conditions in the aquifer
immediately downgradient of the LDA. These reducing conditions in turn contribute to the
elevated Iron and manganese concentrations observed downgradient of the LDA. At
ALOW 24 and ALOW 25, iron and manganese concentrations naturally attenuate as distance
from the reducing conditions adjacent the LDA. increases.
1 joke
67
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Interview Record
Site Name: Algoma Municipal Landfill
Page 2 of 2
4. Is there a continuous on-site O&M presence?
KV Response: No, there is not a continuous on-site presence. Representatives of the City of
Algoma mow the landfill 2-3 times per growing season, and conduct other repairs (e.g., to
fencing) as needed. In September of each year a representative of TRC conducts the annual
monitoring and inspections.
5. Have there been any changes to the O&M In the last five years?
KV Response: No.
6. Have there been unexpected O&M difficulties or costs at the site since start-up or in the
last five years?
KV Response: No.
7. Have there been opportunities to optimize O&M or sampling efforts?
KV Response: TRC is evaluating reducing the metals sampling required as part of the five-
year review because detections over the past 30 years of monitoring show certain constituents
below the Wi NR 140 Preventative Action Limit (e.g., chromium, mercury). Additional
information and evaluation will be provided in the five-year data review.
8. Do you have any comments, suggestions, or recommendations regarding the project?
KV Response: The data show that the current monitoring and maintenance program at the
Site is effective. TRC does not have any other comments.I
68
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APPENDIX I - PFAS GROUNDWATER MONITORING RESULTS
69
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Table 4: PFAS Groundwater Monitoring Results
Algoma Municipal Landfill, Algoma, Wisconsin
September 2022
DNR
ALOW-04R
EQUIPMENT
FIELD
Analyte
ALOW-04R
DUP
ALOW-1 OR
ALOW-21
ALQW-25
BLANK
BLANK
Parameter
Code
Units
6/1612022
8/16/2022
6/16/2022
8/1612022
6/1612022
6/1612022
6/16/2022
Field Parameters
Color Field
00002
rone
ye'low
-
none
none
none
_
_
Conductivity field
00094
umhos/cm
464 23
-
809 14
9=7 28
623.3
_
_
Dissolved Oxygen, Field
00299
my,'L
1 05
-
0 16
0 37
0 18
_
_
Ocsor, Field
0000'
none
none
-
none
none
none
Oxidation Reduct-on Potential Field
00090
mV
54 01
-
64 25
28.37
' 1 46
_
_
p4, Field
00400
su
6.9
_
e 46
6.62
6 95
-
_
Temperature Field
000'0
deg C
11.46
-
11 37
9.41
'0 49
—
—
Tarbsditv Field
92537
ntu
14
-
5 0
15
19
_
_
Wl DNR PFAS 33-compound List
11 -C.htoroeicosafluoro-3-oxaundecane-1 -sulfonic ac-d 0 ;Cl-PF30lidSi
97423
ng/L
0 29
0 29
<0.29
- 0 29
<0.29
<0.34
<0.20
4,8-Dioxa-3H-perfluoranonanac acid (ADONAi
97434
ng/L
0 36
- 0 36
' U 36
0 36
-0 37
• 0 42
<0.36
4 2 Fluorotelomer sulfonx acid (4 2 FTSi
974'5
ng/L
0 22
• 0 22
021
-0 22
- 0 22
- 0 25
-0.22
6 2 Fluorotelomer suJfon-c acid (6 2 TSi
974"4
ng/L
2 3
. i "»
2 3
23
- 2 6
<2 3
3 2 Fluorotelomer sulfonic acid ;8 2 FTSi
97413
ng/L
- 0 42
0 42
041
- 0.42
0 42
-0 49
<¦0.42
9-Chlorahexadecaflunro-3-oxanonane-1-sulfonic ac;d (9CI-PF30NS)
97432
ng/L
- 0 22
- 0 22
021
<0.22
0 22
* 0 25
<0.22
Perfluork>-2-methy)-3-oxahexanoic acid (HFPO-OA)
97435
ng/L
<1.4
<1.4
1 3
1 4
- 1 4
¦ 1 6
< 1 4
N-Ethylperfiuornoctane sulfonamide (NEtFOSA)
97420
ng/L
<0.79
0 70
0 78
- 0 79
- 0 30
- 0 92
< 0.79
N-Ethyl perfluorooctane sulfonam-do acetic acid iNEtFOSAA)
97436
ng'L
<12
1 2
1 2
- 1 2
- 1 2
1 4
< 1.2
N-Ethyl pe^uorocctane sulfonanidoetharol iNEtFOSE)
974:6
ng.-L
<0.77
U 77
•0 76
•0 77
- 0 78
- U 90
-0.77
N-Methvlperfiuorooctane sulfonamide (NMeFOSA)
97421
ng/L
<0.39
* 0 39
< 0 38
- 0 39
-0 39
-0 45
<0 39
N-Methyi perfluorooctane sulfonamide acetic acid (NMeFOSAAj
97437
ng/L
<1.1
1 1
1 1
<1.1
-1 1
- 1 3
< 1.'
N-Methyl perfluorooctane sulfonamide ethane1. (NMeFOSE/
97417
ng'L
<1.3
• 3
- 1 3
<1.3
• 1 3
i 5
-1.3
Ferfiuorobufaoesuifonic arid (PFBSi
99937
ng/L
0,61 J
0.57 J
0.90 J
0.BS J
0.24 J
021
<0 18
Perfluorobutanoic acid (PFBAi
99991
ngl
7.8
7.3
3.5 J
3.6 J
.in
. n ^
<2.2
PerfluorodecanesJfontc acid iPFDS)
99990
ng/L
- 0 29
0 29
- u 29
<0,29
- 0 29
--0 34
<0.29
Perfluorodecanofc acid (PFDA)
99996
ng/L
¦ 0 28
- 0 28
0 28
<0.28
¦ 0 28
¦0 33
<0.28
Perfluorcdodecanesulfonic acid (P^DoS.i
97423
ng/L
<0 88
- 0 88
0 87
- 0 88
- 0 89
- 1 0
<0.88
Perfuorododecarioic acid tPFDciA)
99996
ng/L
- 0 50
- 0 50
0 49
•0 50
-0 50
- 0 58
<0.50
PerfiuoroheDtanesulfoiiic acid (PFHpSi
99989
ng/L
•-0.17
0 17
0.28 J
• 0 17
-0 17
-0 20
-0.17
PerfluoroheptanoiL acid iPFHpAi
99994
ng/L
0.71 J
0.62 J
0.65 J
- 0 23
0 23
-0 26
-0.23
Perfluorohexanesulfon>c acid (PFHxSl
99988
ng/L
* 0 52
0 52
0.80 J
0.58 J
0 52
- 0 6
<0.52
Perk«orohexanoic acid iPFHxAl
&90&3
ng/L
0.62 J
0.68 J
0.58 J
• 0 53
0 53
-0 61
<0.53
Perflucrononanesulforat ictd tPFNSi
97424
ng/L
0 34
* 0 34
0 33
- 0 34
0 34
- 0 39
<0.34
Perfluorononanac acid (PFNAi
99995
ng/L
0.25
0.27 J
-0 24
- 0 25
0 25
0 29
<0.25
Perfluoroottanesul'orwmide i FOS A i
97422
ng/L
<0.89
0 89
1.2 J
• 0 89
* 0 90
- 1 0
<0.89
Perfluorooctanesulfomc acid (PFOSi
99598
ng/L
0.S2 J
0 49
5.0 C
1.4 J
"0 50
-0 57
<0.49
70
-------
Table 4: PFAS Groundwater Monitoring Results
AJgoma Municipal Landfill, Algoma, Wisconsin
September 2022
OMR
ALOW-04R
EQUIPMENT
FIELD
Analyte
ALOW-04R
DUP
ALOW-1 OR
ALOW-21
ALOW-25
BLANK
BLANK
Parameter
Code
Units
6/16.'2022
6/16/2022
6/16/2022
6/16/2022
6/16/2022
6/16/2022
6/16/2022
Perfluorooctanoic acid (PFOA)
99597
ng/L
•¦0 77
<0 77
4.8
30
-0 76
* 0 90
<0.77
Perfluoropentanesulfonic acid (PFPeSi
97425
ng.-L
*¦0.27
<0.27
<0.27
0 27
-0 28
- 0 32
<0.27
Perfluoropentanoic acid iPFPeA)
99992
ng/L
0.46 J
1.1 J
<0.44
¦ 0 45
0 45
0 52
<0.45
Perfluorotetradecanoic acsd (PFTeAl
99924
ngfL
•"0 66
-¦0.88
<0.68
0 68
0 67
• 0 77
<0.66
Perfluorotndecanoic acid tF'FTrDAj
99923
ng/L
<1.2
<1.2
<1.2
- 1 2
• 1 2
- ! 4
<12
Perfluoroundecanoic acid (PFUnAt
99997
ng/L
<1.0
<1.0
<0.98
1 0
- 1 0
* I 2
<10
- = Not Measuretf Sampled
J = Reported value was between the limit of detection and the limit of quantitation.
C = Transition mass ton ratio was high outside of the established limits for anaf^e
Prepared by W. Braga 12/8/2022
Oiectied by. T. jacfeon-SJrwig 12S2f2022
71
-------
APPENDIX J - 2023 GROUNDWATER MONITORING RESULTS
72
-------
Table 4s Private Well Monitoring Results
Algoma Municipal Landfill, Algoma, Wisconsin
September 2023
NR14C
NR140
Table 1 Publi
; Health
Table 2 Public Welfare
Groundwater Quality
Groundwater Quality
DNR
Standards
Standards
Analyte
ALPW-03
ALPW-04
ALPW-04 Dup
ALPW-05
ALPW-06
ALPW-07
ALPW-08
TRIP BLANK
Parameter
ES
PAL
ES PAL
Code
Units
9'19'2023
9'19>2*23
&'19.'2G23
9119/2023
911 »3
S'19'2023
9'19'2023
9/19/2023
Field Parameters
I : = .
00002
none
None
hone
-
None
Nor®
Uirie
P.ore
Conduct!".,' cie;d
.
.
-
0009-
376
506
_
409
496
520
351
_
Dissolved O^en
.
.
002 rf:
erg L
6.37
3 1
-
2.28
9.14
:
4 35
-
.
-
.
00001
noi >e
None
P.one
...
None
None
Nc^e
t ore
-
Oxidation Reducfcr Partial P|&d
-
-
-
00093
n
-58.4
- :
_
-98
-75.5
3:
2 ' 3
-
pH Fied
.
00400
Si
7.3
7 5?
-
7.68
7.4
7 16
_
-
Ten-peraiue
-
-
00010
¦ leg C
14
1? :i
-
13.78
19.36
: --
17 55
-
Tumcnty cie'd
-
-
rev
0,7
0.8
-
0.7
3.6
4 3
-
Geochemical Parameteis. UnfpiereJ
GhrjTy tot.i<
.
.
.
00410
rrg>L
242
332
333
276
304
3 3
: ¦
-
Total Hardness- 35 CaC'1'3
-
-
250 125
00900
frg'L
223
320
324
257
291
3'5
3:
...
Tola! Ci3s>Sed 3o ids
-
-
200 40
70300
rr q'L
258
388
376
286
346
400
:•' =
-
Ch :ioe
-
-
.
00940
n-g'L
4.0
7.4
7..j
7 7
12.0
18 2
15 7
„
Cyance
-
-
-
00720
mg'L
< 0.0036
< 0 0036
* 3 0036
- 3 C036
<0.0036
- 0 0036
- 0 0036
_
Metals. Unfittered
Odn tin
5
0.5
-
01027
jg,'_
0.17 U
0 <7 J
3 17 L
0 IT U
0 17 U
3 '7 J
: - .
-
CTom un
100
10
-
01034
jg/_
1.1 U
' 1 J
1 .
1 U
1.1 U
1.1 u
1 1 0
-
iron
.
.
300 150
74010
ug/L
506
.::
fZ^'J
715
1060
781
3? 30
Manganese
300
60
50 25
01055
yg/1
4.3
2 3
21
9.5
14.1
12
27
-
Mercury
2
0.2
.
71900
ug/L
0.079 U
D 079 0
: 079 J
0.079 U
0.079 U
0.079 U
0 0~9 U
-
VofatMe Organic Compounds
1.1,1 -Tri chloroethane
200
40
-
¦345 0?
ug/L
0.38 U
0 3£ J
2 ?? !.s
3 ?° V
0.38 U
0 38 U
0 35 U
1,1,2,2-Tetra chioroetftane
0..2
0..02
.
ug/L
3 40 J
0 40 U
: 40 j
0 43 u
3 40 ij
C 40 J
0 40 J
0 40 U
1,1,2-Trichloroethane
5
0.5
-
34511
ug/L
3 35 j
0 35 J
3 35 j
0 35 L
Z 35 U
' '5
: :r.
0 :5 U
M-Dichioroetfwne
850
65
-
3449c
ug/L
C 4' J
0 4" J
: 4- l
0-1 ^
3 4' U
3 41 J
0 41 J
0 41 U
1,1-Dichloroethene
7
0.7
.
34501
ug/L
Z 39 l
- 39 L
0 ?rU
3 3; U
: .
0 39 J
C *-9 U
1,2-Ofbromo-3-ch!oropropane
G„2
002
-
364 y
ug/L
: 0 u
2 0 J
Z 0L
2: u
: 0 u
3 0 2
20 J
20 U
1.2-Dibromoetbarce
0.05
0.005
-
7T€51
ug/L
;
;
::: .
0 33 U
0 33 u
C 49 l'
I 3 ': .
: ,
1,2-DicWorobenzene
mm
60.0
-
34536
ug/L
?- .
::: _
z 1 r
0 :3 U
0 3? U
::.
3:: .
:.
5
0.5
-
32103
ug/L
: :i .
0 3^ j
3 39 j
3 .
: :: .
0 39 j
0 39 u
0 w u
1,2-Dtchioropropane
5
0.5
-
34541
ug/L
C 43 J
0 45 j
: .
Z 4- U
3 43 u
0 43 J
0 4i J
0 43 u
1,3-Diehlorobenzene
600
120
34566
ug/L
: 40 j
0 40 J
3 4D j
0 43 U
3 40 U
C 40 J
0 40 J
0 40 U
1,4-DicWorobenzene
75
15
34571
ug/L
C 36 j
0 38
3 36 L
¦: .
3 36 >j
3 .
3 .
2-Butanone
4000
800
-
81595
ug/L.
2 1 U'cu
2 1 U*CU|
2 1 J*cu]
2 " J'CLJ
2 1 J 'ci\
2 1 U"cj
2 1 ITcjj
2 1 L "CLi
2-Hexaoone
-
-
.
77103
ug/L
1 6 J
' 6 J
1 61
1 € L
1 6L
1 6 J
:.
• -- u
4-Me?hyl-2-pentanone
54)8
50
-
751:3
ug>i
2 2 J" CD
2 2 U'cu.
2 2 J*:uj
2 2 J"' :uj
2 2 J^cuj
2 2 J'cu
2 2 U'cj,
2 2 U'CbS
Acetone
3000
1800
-
- ::I
ug/L
1 7 U
' 7 J
1 7 b
1 7 U
I 7 L
~
~
Benzer©
5
0.5
.
340^0
ug/L
. "r .
- 5 .
0 15 L
0 15 U
0 15 U
3 15 U
3 '5 J
. : .
Bromochiorometfrane
-
-
-
¦— --
ug/L
0.43 U
0 43 J
: 43 j
: -- .
3 43 J
0 43 J
0 43 U
0 43 U
Brornodichloromethane
0.60
0.06
.
;21D1
ug/L
2 37 U
0 37 J
: 37 j
3 3TL
0 37
I .
0 37 U
Bromofbrrri
4.4
0.44
32104
ug/L
2 48 iJ
0 48 J
.
0 4? ij
3 46 U
C 46 .1
1 4: .
0 4? U
Bromometfrane
to
1
-
34413
ug/L.
0 80 U'cjj
0 e: u'ci'j
0 <50 U'cu
0 60 ^
0 80 U'-cui
0 33 U'cut
0 83 U'ct([
3 50 U'cuj
Carbon disulfide
1900
200
.
7~341
ug/L
3 45 L
0 45
3 45 L
0^-SU
7 - .
3 45 J
0 45 J
0 45 U
Carbon tetrachloride
5
0.5
.
32102
ug/L
: 36 L
.
Z :<5 L
0 35 U
3 35 U
" "•= .
0 38 0
0 33 U
CMorobenzene
100
20
-
34301
ug/L
: >
. .
:_
0 ?9U
0 ?5 U
:¦_
3 IE .
. .
CWoroethane
400
80
.
34311
ug/L
3 5 • i
. .
3 ?i L
051 U
0 51 U
L 5' U
1
0 51 j
Chloroform
6
0.6
-
32106
ug/L
3 37 J
0 37 L
0 37 U
0 :tu
; .
3 37 J
0 37 j
CWoromethane
30
3
-
34418
ug/L
3 32 j
0 32 J
Z I." ,
0 47 J
3 "3 .
: :z .
0 32 U
0 32 U
cis-1.2-Di chtoroethene
70
7
-
77093
ug/L
: 4- U
0 41 J
3 4" J
0.41 b
C 4 U
04' J
0 41 J
041 U
cts-1,3-Dt cWoropropene
0.4
004
-
34704
ug/L
C 42 lJ
0 42 J
: 42 J
0.42 y
3 42 J
0.42 U
0.42 U
0 43 U
73
-------
Table 3: Groundwater Monitoring Results
Aigoma Municipal Landfill, Aigoma, Wisconsin
September 2023
Parameter
NR140
Table 1 Public Health
Groundwater Quality
S'tar«tards
ES PAL
NR140
Table 2 Public Welfare
Groundwater Quality
Standards
ES PAL
DNR
Analyte
Code
Units
ALOW-C4R
9.'2l/2023
&'2H2023
ALOW-10R
9'21 *2023
ALQW-10R DUP
9>'21/2023
ALOW-f 6
9.-20,>2 023.
ALOW-17
9-20,'2023
ALOW-20
Si-20'2023
ALCW-21
S'20'2023
ALOW-24
9'2O'2023
ALOW-25
a'20.2023
FIELD BLANK
9,'21.'2023
TRIP BLANK
?'21/2023
Carbon disulfide
1000
200
.
~70^
ugfl-
0 4? J
C 45 <:
D 4?
D 4® L
3-5 1
G 45 L>
C 45 U
0 4f Li
0 4? J
0 45 J
3-if >.
C 45 I
Carbon !!etracWorid«
5
0.5
.
ug/L
:.
: .
:¦ := .
: ,
3 33 L
c :-e l
C 35 lj
u 3£ U
3 3:.
0 ir J
3 lr .
: 33 .
Chtorobenzene
too
20
.
^30'
ug^L
0 35 J
C 3-3
3 39 .
:.
3 33 L
C -3U
C Id l>
: ; .
0 ii J
: , .
;.
C 3S i«
Chioroethane
400
80
-
eg/L
0 51 J
C 5' L'
d e41
:: .
: : .
C 51 L
Z f1 L
0 ? 1 J
0 51 J
05- J
3 t • L
: : .
-
fl
0.9
-
:: ;.=
ug/L
:.
:.
D L
3 3T L
: •-.
C " L
c L>
0 37 J
: .
3 3" j
3 37
: "
Chtorome^hane
30
3
-
S4415
ugA-
: .
: .
d ?2 ^
: 2i.
: :: .
C 32 L
0 32 U
::: .
:.
3 32 J
3 32 l
3.
cis-1.2-D»chtoro«hene
70
7
-
"7062
Mg/L
0 41 J
C 41 V
3 V t
: - _
3^1 L
C 4 i b
C41 I.
0 41 J
0 41 J
34- J
34i v
0 4^1
cis-1.3-OicNoropropene
0.4
0.D4
-
S4~C4
ug/L
0 41 J
C 42 V
3*lu
3 -2 L
C 42 L
C 42 O
C 42 L'
c 4: J
0 42 J
3 42 L
C 411
Dibrarncchiorome^hane
SO
S
.
:f
ug/L
0 4: j
C 43 L
3
: -= .
: .
C 43 L"
C 45 lJ
0 4& U
0 45 J
0 45 J
3 .
C 43 L1
Ethyibenzene
700
140
.
70-13
ug/L
0'? J
C "B ll
3 1c >_
3 1t L
3 Ie I
( 'SI
c 'e i.
0 ' 8 U
0 18 J
0 1c J
: ¦? .
: :
Methylene chtende
5
: =
-
5^42;
ug/L
1 J
.
i e l
1 J
1 e j
1 e l
! C L
• : .
• 5 1
1 e j
Styrene
too
10
-
77'2r
ug/L
0 J
C 39 U
3 39 I
D 33 I
C ii\J
C L>
0 39 J
:.
3 39 J
3 3S ^
C 33 C
Tetrachloroethene
5
; =
-
3A475
ug/L
c y7 j
:.
:•.
:.
3 37 L
C 2~ L-
C 3" L
: .
: 3- j
3 37 J
3 37 >_
3 .
Toluene
8©0
^0
-
—i :
mn
G 1? J
C 1 5 1.
3 IS *.
3 1=1
D 15 L
C *5 L
C *5 I.
C '5 J
0 1? j
3 15 J
3 15'.
: c .
trans-1,2-DichkH-oelbene
100
:o
-
y»54f
0 :c J
:.5 .
3 ?5 .
: .
3 35 L
C :-5 L
C 35 L>
0 if j
: .
3 sf J
3 35 c
C 35 0
trans-1,3-Dichtoropropene
0.4
3 C4
-
j-v.
ug/L
0 3? J
: :-5¦_
3 3? L
3 ?e l
3 35 L
C 35 U
: 3: i.
0 35 U
I i: .
u 36 J
3 3^1
C 33L
Tnchioroetherve
5
:c
.
5&"80
ugA.
o ie j
C *5L
D te *.
3 L
3 16 L
C '3 l<
C * 5 U
0 - e j
0 ie j
0 ie J
3 1c «.
0.16 U
Vtnyf chloride
0.2
:
-
yg/L
: .
C ID L
:::
3 20 I
: :3.
C 23 L
C 23 L
::: _
::: .
3::
3 23 u
0.20 U
Xylenes, tola!
2000
430
_
z ::
"9'T-
::: „
cu
D 22 •-
3l
3:: l
C 22 i.
C 2Z U
02: j
0 3; j
3 32 J
3 23 u
0.22 U
sa&s nacates eraeedance ssf Uf% uc Tabse 2 Pu&ftc Weffara £
BoW Jnscasw excw&rc* of NR UB Tawe ~ Pu&tc Heata Gto
r'*v
- - !1,®2>323
ClWCkWt ay L. Aitner 1l«9aC23, W. Braga 11.'22.2®5
74
-------
Table 4: Private Weil Monitoring Results
AJgoma Municipal Landfill, Algoma, Wisconsin
September 2023
MR140
mt
Table 1 Public Health
1
i
Welfare
Groundwater Quality
Groundwater
duality
DNR
Standards
Standard
5
Analyte
ALPW-03
ALPWMU
ALPW-04 Dup
ALPW-05
ALPW-06
.ALPW-0?
ALPW-438
TRIP BLANK
Parameter
ES
PAL
ES
PAL
Code
Units
9rtH20Z3
9/19/2023
SrtS.Q®23
9/19/2023
9/19/2023
9/19/2023
9/19^2023
9?19/2023
Field Parameters
2skr Fed
DCQC2
<---_
More
Mors
•¦iooe
Hone
None
CorcjCA Fed
-
-
-
-
QCC94
37©
508
-
4Cy
¦43c
?22
351
-
D ssci^e; O'vue-t F e 1
-
.
-
.
0CZ99
L
6.37
3.01
-
2.28
9 14
3 37
4.95
-
C"ic Fed
-
-
-
-
occo;
neve
None
-
Ncne
Ko~e
"ione
None
-
Oxidation Re:?, etc" Pcter*isl Fed
.
-
0C030
-58.4
-107.3
-
-c r
" =
-25 1
-127.2
-
cH Fei
-
-
-
-
0I2430
5U
7.3
7.58
-
"08
74
7 16
7.62
-
Temperature F e'1
-
-
-
-
oco*o
degC
14
15.01
-
? "3
15 3?
: —
17.56
„
Turfed:, Fed
-
.
-
-
ntu
0.7
o.a
~
0,7
: :
•i 3
17.4
_
Geochemical Parameters, Unfilte^ec
Alfeaiirty tct^i
-
-
-
-
00410
^'L
242
332
2":
23*t
•3T J
33©
-
Total Hardness * = 2:-2 2 3
-
.
250
125
mm
223
320
29
3'f
323
Total' Dissolve j 3c ds
-
.
200
40
70300
: -
258
388
y-p
205
348
4CC
::;
-
C Nonce
-
-
-
00940
mg'L
4,0
7.4
~ ;
7 7
12 3
18 2
'5 7
-
C jjanice
-
-
-
-
00720
TtQiL
< 0.0036
< 0.0036
¦ 0 3C3e
<
I 0333
: ::3 =
:
¦* 2 C32S
-
Metals, Unaltered
Cadmkjm
5
0.5
01027
ug/L
0.17 U
Q 1" b
: " .
0 17 U
0.17 U
0.17 IJ
0 17 U
Chromium
100
10
-
-
01034
ugst
1.1 u
1
1.1 u
1.1 U
1.! U
1.1 u
-
Iron
-
-
300
150
74010
ugfl.
SOS
~j
1240
- f
f060
731
2330
-
Marvgar>ese
3Q0
60
50
25
01055
upt
4.3
1 I
2*
= :
14.1
12
27
-
' 'e
2
0.2
-
-
71900
ugii.
0.079 tl
¦ "™:
3 C79 V
"
" .
0,079 U
0.075 U
0.079 U
-
Volatile Organic Compounds
1,1,1 -Trichioroetharve
200
40
3450©
0.30 U
Z 3r -
;i;y
3 35 L
C 3? J
; = ¦_
3 3: I
1 r 1,2.2-T e?rachtoroethane
0,2
0.02
-
-
16
U3 L
C 43 U
3 401
0 4C J
43 I
3 ~0 L
C4C J
C 43 U
34C I
1.t.2-Trichloroethar>e
5
0.5
-
-
bS L
C *5 U
:::
: :: _
:c. _
3 25 L
C 35 J
C 35 U
3 35 l
1, l-DichSoroetharw
850
85
-
-
3^436
L>£ i-
C 41 U
CM' L
041 J
4' U
3 *s* L
0 41 J
C -1 L
34? J
1,1 -Djchforoethene
7
:"
-
-
2453*
—
: .r .
3 3^ t
:;; .
3 39 L
0 2& J
C 33 t
2 ":r .
1.2-Oibromo-3-ch{oro propane
0.2
0 32
-
-
2 2 4 T
ug L
2 C J
2 3b
: .
i: .
2 3 Li
2 C J
2 C L1
2 3 L
1,2-DibroniDelhane
0.D5
3 305
.
.
i—es i
uj'L
C 35 U
3 39
:.; .
d 3; j
C -6 U
: :: .
: := _
1,2-Dtchk>n3benaen®
600
::;
-
-
j?3:
uj'L
; :i .
:¦ o? _
; :: .
: ,
C 33 J
: .
: -
2 .
t ,2-Dtchloroelhane
5
0,5
-
32103
L
C3JI
: := .
I :c .
3 35 I
0 J
0 39 U
_ := -
1,2-DichiiiRiprapane
5
0.5
-
34541
iO L
C 43 U
3 -? I
C 4? J
.
D-i] l
0 42 J
0.43 U
0 43 L
1,3-Dkshlorobenzene
eoQ
120
-
-
34566
iO"u
C 43 U
3 4C L
0 4C J
43 U
3^: L
C4C J
C 43 U
3 40 L
1,4-Diehlon3b8rasr»
75
15
-
-
34571
U£ u
C 33 U
:•:: .
: i: -
3 ?e l
o 3e j
: ?: .
3 3c J
2-Butanone
40OQ
800
-
-
81595
**&*-
: .
2 1 J'cuj
2 '
1
" I 'c.
2 •
2 1 lJAruj
2 " J'cw,
2 " .
!--¦? ."Tr
-
-
-
-
T7'3?
u#L
i e j
' 5 Ll
1 O v
• u
1 e j
1 ei
1 S L
4-Methy^2-penfcar»ne
50
-
-
"*3 33
2 2.
21
2 2 U^js
:
1 . .
2 2 U cu,
22L':jj
12.
2 2 L ": Uj
Acetone
mm
1800
-
-
= i?52
U9fL
i - j
¦!. 7 IJ
1 T J
l 7 L
.
Benzene
5
(L5
-
-
2::
ug/L
C 15 L
0 15 J
u " 5 U
15 L
: : .
: ? .
:¦ .
2 5.
Bromochloromethane
-
-
^7237
utfL
E 43 U
0 l
: .
43 L
3 4J L
C 42 J
C 43 LI
3-2 l
Bromodichtoromethane
0.00
:::
-
-
Ufft
; .
: ?".
0 37 J
--
3 27 L
C :7 J
C 37 U
.
temofocm
4.4
0 44
-
-
22*34
upl
C4SU
3-: l
:-t .
43 U
3-^3 l
0 48 J
C 4S U
3 45 ^
Bramome-ihars
10
.
.
! —2 ' ;
UQfl.
C 30 J'c..
Q
3 80 L'u[
0 BC J Cuj
Q 22 . : .
Carton disulfide
1000
222
-
-
7704*
Upt
0 45 U
D4f ^
C 45 j
45 U
3^5 L
C 45 J
C-f L
2 -? j
Carbon tetrachloride
5
B„5
-
-
32*32
ugA.
C 33 U
3 2; (-
0 38 J
3 35 I
C 28 U
: :2 _
2 IE j
I :-A-zene
too
20
-
34331
ugfL
;: .
: : .
: .
3 3b J
3 3& L
2 3 = J
Cbloroe!hane
400
so
-
-
34 311
ug'L
:: • .
: .
0 f 1 L
.
0 5' J
C 51 U
: .
0 51 J
©
0.8
-
-
3213£
ugrt.
; — ,
o r j
37 „
C ^7 J
c r u
0 37 U
2 .
CWeramelharse
30
3
-
;-44ie
:.
3 22 L
: .
a7 _
3 22 l
o 3: j
0 32 U
3 22 s.
cis-1,2-DicMoroetbene
70
7
-
-
~7C£5
U#1
C 41 IJ
0^- L
0 41 J
41 U
3-' L
C 41 J
0.41 U
3-* t
cis-1, S-Did^xopropene
0.4
0.04
-
^47C4
ugi
0.42 U
: - ,
0 42 J
42 U
0.42 U
C 42 J
0.42 U
3^2 I
75
-------
Table 4; Private Weil Monitoring Results
Algoma Municipal Landfill, Aigoma, Wisconsin
September 2023
MRUO
Table Public
Groundwater
Standan
ES
Health
Quality
is
PAL
Table 2
Bmum
S
ES
NR140
Public Welfare
faster Quality
tandards
PAL
DNR
Arealyte
Code
Units
ALPW-03
&/19J2023
ALFW-04
9MSJ2023
ALPW-04 Dup
9/1S.7023
ALPW-05
9>'19r2023
ALFW-06
9'19/2023
ALPW-07
9.'19-2023
ALPW-08
9'19.'2023
TRIP BLANK
9M9'2023
Hbromochloroms'ttiane
60
©
-
-
12' 0?
Lg>'L
L 43 U
: - .
0 4& J
2 43 U
3 U
C 4? J
C 43 I.
3 JC
Eshyfeersene
TOO
140
-
-
~e*i =
U3 L
: ?.
: -= .
: .
C '3U
3 16 I
C "9 J
; : .
: ¦= .
Methylene chloride
5
D.5
-
-
344;:
u3'L
1 e j
: .
¦ e l
1 e j
• 5 0
• .
1 e j
Gyrene
too
10
-
-
77123
u§ rL
C -3 11
: .
¦>./
:.
D 29 1
C 3* J
C c? U
:.
Tetrachtoroelhene
5
D.5
.
.
34475
ug'L
C u
:.
0 S7 J
0 :-7 u
d r b
0 1? 1
: ^.
2 5" J
.r?
800
160
-
-
34010
u;,sL
C "5 IJ
: c _
0 ie j
C45U
31=1
C l? J
: .
0'! J
trans-1,2-Dtchloroethene
100
2D
-
-
34546
ug L
C 25 y
: I: .
C -f J
:.
: .
c •? u
C 3f J
trans-T ,3-Dkchtoropropene
0.4
0.04
-
-
34696
'• : -
026 j
C 35 u
a so j
c -e u
3?ct
0 3e j
Trichioroethene
5
C.5
-
-
30t8O
ug.L
C 15 u
3 J
0 • e l
Z !5 L
0 10 j
C '5 U
: : .
0 ^ J
Vinyi eWoride
0.2
0.02
-
-
39175
ug'L
l 23 L
Q 2C J
C 2C U
J 1J L
0 ;c j
C 23 "J
::: .
3 2C >_
Xylenes, total
2GOQ
400
-
-
8155?
u3'L
:;; .
:.
:;; .
:.
3 22 L
0 22 J
c 22 u
¦:: .
i irsicaSes excewsanoe of HR 140 T
a Enforcement StanCaro |ESJ
Prepares &f. P. Pope 15^2023
Checked ftp L Auner,
76
-------
APPENDIX K - PRIVATE WELL CONSTRUCTION REPORTS, SITE BORING LOGS, ABANDONMENT
FORMS, MONITORING WELL CONSTRUCTION DIAGRAMS, AND GROUNDWATER MONITORING WELL
INFORMATION FORMS
77
-------
Appendix A: Private Well Construction Reports, Site Boring Logs,
Abandonment Forms, Monitoring Well Construction Diagrams, and
Groundwater Monitoring Well Information Forms
Algoma Municipal Landfill
Operations and Maintenance Progress Report No. 34
\\madison-vfp\Records\-\WPMSN\PJT2\486056\0000\000002\R4860560000PH2-001_REV1 .docx
Final February 2023
Revision 01
-------
Cheefc one and srive name
WELL CONSTRUCTOR'S REPORT TO WISCONSIN STATE BOARD OF HEALTH
See Instructions on Reverse Side fy'knafg.C /v /
1. County j™W> D ^£^^3.-—--^,
0*2*3 tuU't.Hu, c<* tJ™
2. Location Lr.? ... ..
Name of sffi-eet and imrnber of premise or Section/Town ana Range numbers a.
Name of individual, partnership or firm Ir feVj
c
ism
3. Owner 0 or Agent ~
4. Mail Address , ,r~
¦fk< address required
5.. Prom well to nearest: Building- Ift; sewer A ft; drain.
dry well or filter bed ft; abandoned well—_—ft.
6, Well is intended to supply water for:
7. DRILLHOLE:
Dia. (in.)
&?5_
.ft; septic tank- ft;
From (ft.)
To (ft.)
ILL
Dia. (in.)
From (ft.)
To (ft.)
8. CASING AND LINER PIPE OR CURBING:
Dia. (in.)
fit
¦ Kind
From (ft.)
To (ft.)
9. GROUT:
Kind
Prom (ft.) To (ft.)
11. MISCELLANEOUS DATA: .
Yield test: Hrs. at
Depth from surface to waterrlevel: ——— ft.
Water-level when pumping: ft.
Water sample was sent to the state laboratory at:
i9—_
10. FORMATIONS:
Kind
jcJL®
From
(ft.)
3(t
6 y
_Z51
To
(£«
3 U
S*9
Construction of the well was completed on:
.^M^.d-7. ^ 19j£_!?
The well is terminated (&—' inches
~ above, below ~ the permanent ground surface.
Was the well disinfected upon completion?
Yes__ihL—No____
Was the well sealed watertight upon completion?
Yes No
Signature i
Registered
red Well Driller Complete MaiO^ddress
Please do not "wnrite in space below
Kec'd-
No..
L
Ans'd
Interpretation
K w 1 8 6
10 ml 10 ml 10 ml 10 ml 10 ml
Gas—24 hrs.
48 hrs.
Confirm "
B. Coli
Examiner-
-------
Wei, 6-30MIC6-B0)
• WELL CONSTRUCTOR'S REPORT TO WISCONSIN STATE BOARD OF HEALTH
See Instructions OELReverse Side
1. County —-jviHagfe S—
((Jjfcy Q ..¦ ChMtJf one and K>ve name
2. Location -td —.—1-—
Name of street and number of premise or Section, Town and' Range numb ere
3. Owner Dgj-or Agent ~ %- —.
Name of individual, partnership or Arm
4. Mail Address
ri ii i i -i ii 11 n
Complete address gaulred
5. From weU to nearest: Building_.ZiLft; sewer-^o^tft; drain^t^lft; septic tanMifiSfciffr;
dry well or filter he&J2id&dft; abandoned
. 6. Well is intended to supply water for: ___Jz?£
r
8. CASING AND LINER PIPE OR CURBING:
DIa. (in.)
To (ft.)
9. GROUT:
¦End
From (ft.)
A
To (ftj
11. MISCELLANEOUS DATA:
Yield test: J- Hrs. at
Depth from surface to water-level: —L&L— ft.
Water-level when pumping: ._ft.
Water sample was sent to the state laboratory at:
on 19j£$-
10. FORMATIONS
Kind
ECEiV
. / f. .AHf 1 s \m
V f R O M MJS!$ 4T A L.
¦ I 3AN J TACTION ¦¦ .
c r*s i
-—zrbss^r
Construction of the well was completed on:
—— 19-^
The well is terminated inches
gj above, below ~ the permanent ground surface.
Was the well disinfected upon completion?
Yes._X- No
Was the well sealed watertight upon completion?
Yes-X — No —
. Signature -M
fi%r Registered Well Driller
please do not "write in spaed below
CompltsCeMail Address
Kee'd-
No..
Aas'd
Interpretation
'Ps\T
i >S . <
10 ml 10 ml 10 ml 10 ml
10 ml
Gas—24 hrs. ——.—
48 hrs,
Confirm —
B. Coli
Examiner-
-------
<"
o
c
L
1. County
2. Location -
Wei. 6-30M£(6-60)
WELL CONSTRUCTOR'S REPORT TO WISCONSIN STATE BOARD OF HEALTH n
See Instructions or* JReverse Side * ®f
___ ]Village
(City Q ^—~-6fa#k-&3W-aad. glvs tip, rag.
L-JLtZJE
WW, )
Name of street and number of premise or Section, Town fad Hange numbers
a3a-_J
Name of Individual, partnership or Arm
8. Owner ~ or Agent ~ _
4, Mail Address &
_
Complete address required /ff /
5. From well to nearest: Building /^L_ft; sewer—x£?__ft; drain—Q—ft; septic tank„^'_^Lft^i—
dry well or filter bed (L ft; abandoned well-J?—ft.
>-/-
J
6. Well is intended to supply water for: ZL2=m&±—
10. FORMATIONS:
7. DEI
Bis. (In.)
fLTtFfOL
Prom. (ft.)
E:
To (ft.)
Bia. (in.)
From (ffc.)
To (ft.)
' /£'
-6
M
<•' -
fn
to
im
8. CA
Dia. (in.)
SING. AND'LINER PIP!
Kind and "Weight
S OR CI
From (ft.)
JRBING;
To (ft.)
&
¦' 0
//£¦
9. GROUT:
Kind
From (ft.)
To (ft.)
• ••
JLO-
11. MISCELLANEOUS DATA: GpM
Yield test: —-1-. Hrs. at SPM.
Depth from surface to water-level: — &jL- _ft.
Water-level when pumping: —ft.
Water sample was sent to the state laboratory at:
L. i§£~£
Ktad s . „
From
• (it.)"
To
. (ft.)
$
//£
t.j±
M/
>
^ "
R E.O.Jfc. * v je
/
-------
HtX $
WELL CONSTRUCTOR'S KEPOKT TO WISCONSIN STATE BOARD
See Instructions on Reverse Side
1. County ---• jvillage
(City ~ Chee.Jjgfie una give nfunu ^4
2. Location SLt .?¦? j-ZrU.KAfC S-JL^t-AJ? Y,
Name of street and number of premise or Section, Town and Range numbers ^ 0j*jj| f\< H. * ™
3. Owner or Agent D . ;
Name of individual, partnership or arm
4. Mail Address
Complete address required
5. From well to nearest: Building__^T__ft; sewer_iL4L-.fi;; dram_^.J?_ft; septic tank-rtjwss&ift;
dry well or filter hed^t^otzjft; abandoned well-^a^j-ift. —-—
. 6, "v^eill is intended to supply water for: •
7. DEILLHOIiE:
11. MISCELLANEOUS DATA:
Yield test: J—~— "Sea. at —— GPM.
Depth from surface to water-level: —M-X ft.
Water-level when pumping: ft.
Water sample was sent to the state laboratory at:
on 19_.
Gity
10. FORMATIONS:
DIR. tin.;
turn (ft.)
To (ft.)
Dia. (te.)
Prom (ft)
To (ft.)
km '
Prom
' (it.)
To
(ft.)
!&
• '& •
SL. 6
6
I
JL6
//S
w
uy
8. CASING AND LINER PIPE OR CURBING:
61
DtMin.)
Kind and Weight
From (ft.)
To (ft.)
&..&
/6b
i
0
/ot-WTlte in spaCG'betoir
Comjwte^Mail Address'
Eec'cL
No-
Ans'd —
Interpretation
8 6 B
r«
C>
10 ml 10 ml 10 ml 10 ml 10 ml
Gas—34 lirs.
48 hm
Confirm —™
B. Coli
Examiner
-------
WELL CONSTRUCTOR'S REPORT TO WISCONSIN STATE BOARD OF HEALTH 6
See Instructions on Reverse Side. m
h/ ¦ ¦ {Town J& J , ^CEIYBl
L County J Village ~
, jpk££L ftis-pj™ * r-- W5
Name of streot anfflmimber of premise or Section, Town ttaa i,—„ _
/i P v' c " f^£V ^sanitary
. _ ^----'••
Name of Individual, partneiv&Ip or firm
S. Owner ~ or Agent EJ •
4, Mail Address
Complete addreaii required
5. From well to nearest: Building-sewer- ft;- dramj f^septle tanfc^-J^-ft;-,
dry well or filter bed^^22_ft; abandoned well ft,
6. Well is intended .to supply water for:
7. DR]
Dia. (in.)
[LLHOL
From (tfc.)
E:
To (ft.)
From (ft.)
To (ft.)
y
O
¦ }&>
8. CA
Dla. (in.)
SING AND LINER PXPJ
Kind and Weicht
3 OR CI
Fiom (ft.)
JRBENG:
To (It.)
6
0
/OS"
9. GROUT:
KM
From (ft.)
To (ft.)
11. MISCELLANEOUS DATA:
Yield test: Hrs. at — GPM,
•o (\
Depth from surface to water-level: —v—.— ft.
Water-level when pumping; ft.
Water sample was sent to the state laboratory at;
^ tZL on19 JJ?
10. FORMATIONS:
Eln4
From
(£t.)
To
PW
6 ¦
. /If
*L~.I "
}3r
~/ro
/
Construction of the well was completed on:
JftL-JZ.
The well is terminated — , inches
0S No
Was the well sealed watertight upon completion?
Yes__-dS No
Signature'
Registered Well Drifter ~
Please do not write In BPttca beiotr
Coaiplete MsgKAddress /
Itec'd.
SEP S 01965
K W 1 B 6 4
J-
CV
10 ml 10 ml 10 ml 10 ml 10 ml
Gas—24 Jirs.
48 hrs.
Confirm
B. poll
0 0 0 G 0
Examiner
-------
WELL CONSTRUCTOR'S REPORT
WISCONSIN STATE BOARD OF HEALTH
CHECK OME T MAME
gyTown ~ Village ~ City
Wei 6
l. oou.
1Tl.
2, iOCATXON (Number end Street or % aecttaa, acction, toncstw aud range. Aiao ewe subdivision name, Jot and
numbers when available.)
8. dtoJER AT TIME OF
%£. STrJ^Jb >£ £'^ T35hi
Tm-rnrraMiMti . ¦' r ' i- — i ., i ^ '
2T OWNERS COMPLETE MAIL ADDKESS
i5. Distance in feet from well to nearest;
(Record answer in appropriate Mock)
BUILDING
s~
5ANITAR
a i.
A»i I WASTii WA
mDEEEttra&rrl c. l.
/tyVU^e I
win jdrain
TILE
CLEAR WA'
C.I.
rEE DRAIN
TT1.B
SEPTIC TASK IERIVY
5~0 W*
SEEPAGE FIT
e
ABSORPTION FIELD
/is ¦*-
BARN
/5o
SILO
zc 0
ABANDONED WELL
/ /
\$GC
SINS HuUs
6. Weil is intended to supply water fort ^
"fyta-yrui—-
11. MISCELLANEOUS DATA
Yield test: / Hrs. at
§? OPM
Depth from surface to normal water level
.3 3 *
Depth to water level when pumping
?f>
Die, (in.)
From (ft.)
To (ft.)
Dia. {in,}
From (ft.)
To (ft.)
Kind
From (ft.)
To (ft.)
/c
Surface
Surface
,3
2 0
)9i
ri
%c
8. CASINC
£»a.(in.)
7, LINER, CURBING, AND SCREEN
Kind ami Weight
i
From (rf.l
To (ft.)
rd!L~f '
f9L*
n Y
Surface
HV
/a
m
V
¦i
'« , o f '
/LL*a.
/
9. GROUT OR OTHER SEALING MATERIAL
Kind
From (ft.)
To (ft.)
Surface
20
M=&
Well construction completed on % 3 ?
Well Is terminated
Well disinfected upon completion
• jg-Yes ~ Mo
Well sealed watertight upon completion IS} Yes Q No
^iL , laboratory ^ «££_
>iUl -ooIL^Hon hazards, information concerning difficulties encountered, and data relating to nearby
RIMIIHI joints, method of finishing the well, amount of cement used in grouting; blasting, sub-
should be given on reverse side.
Your opir'
wells, scr
surface pi
K w 1 a ft 7
BlGNAtrUEE
COMPLETE MATi. ADDRESS
$ J} j Registered Wei! Driller
at/ 3 oJ £k
-------
State of Wisconsin
Department of Natural Resources
Box7§21
Madison,Wisconsin 53707
NOTE:
White Copy - Division's Copy
Green Copy - Driller's Copy
Yellow Copy - Owner's Copy
WELL CONSTRUCTOR'S REPORT
Form 3300-15 Rev. 12-76
COUNTY
Kewaunee
CHECK (A ONE:
CD Town ' CZ3 Vil
Name
an* Qckv Ahmoee
2. LOCATION
% Section v
S£&?3£&
Section
. 32
Township
25U.
Range
25E.
3. NAME E3 OWNEROaGENT AT TIME OF DRILLING CHECK M ONE
&ary M&edke
OR - Grid
oi Street No.-
Street Name
ADDRESS
C-ftr 2k. K
AND - If available subdivision name, lot & block No.
4. Distance in feet from well
to neatest: (Record
answer In appropriate
block)
Building 1 Sanitary Bldg. Drain
20»
c.u
POST OFFICE
Algoaa. Wis. 54-20:
Sanitary Bids. Sewer
C.I.
Other
Floor Drain
Con nactefl Toi
C,I, Sewer
Other Sewer
Storm Bldg. Drain I Storm Bldg.sewer
CJ.
Other
C.l.
Other
Street Sewer
. Sain. Storm
Other Sewers iFoundation Drain Connected to: Sewage Sump
C.I.
Other
sewer
. ciearwaier
: Dr.
sewage
Sump
Clearwater) t,
Sump -*"w
CJ.
Other
Clearwater
Sump
Septic
TanK
501
HoldingjSewage Absorption Unit
Tank [Seepage Pit
j seepage Bed,.'
i Seepage Tyench
Privy
Pet :pit: Nonconforming Existing
Waste "
Pit
Welt
Nonconforming Existing
Pump
Tank
subsurface Pumpt'oorn
Barn I Animal
Sutter, Barn
' Pen
Animal
S-llO
Glass Lined-
'Silo
Yard
With Pit
Storage
w/o
Facility
Pit
Earttien Silage
Storage Trench Or
Pit
Temporary
Manure
stacK
Watertight
Liquid Manure
Tank
Solid Manure
storage
Structure
Subsurface I Waste Pond or Land
Gasoline or! Disposal UnTt
Oil Tank (Specify Type)
Other (Give Description)
5. Well is intended to supply water to:
Home
9, FORMATIONS
/'Kind
From (ft.)
To (ft.)
6. DRILLHOLE
Dia, (in.) From (It.) |To (ft.) Dia. (in.) Prom (ft.)
To (ft.)
t gravel ,& sag Outface
1361
10*
Surface
1361
6*
136*
16BP
./feitae Book
136'
1601
r
7. CASING. UNlpt, COBBING AND SCREEN .
Material; Weight, Specification j
Dia. (in.) 1 & Method of Assembly From (ft.) To (ft.) /
6"
lew "black steel
Surface
136*
P*E» -rfc, 18,97
ASM A—53
10. TY?E OF DRILLING MACHINE USED
8. GROUT OR OTHER SEALING MATERIA
Kind
L /
From (ft.)
To (ft.)
1 1 Cable T ool
.—, Rotary-air
LJ w/di'iliins mud
.—| Rotary-w/drllling
1 1 mud
S mud* a?r ~ Jetting with
,—| Rotary-hammer ( 1 Air
1 1 & air .
; ~ Water
~ Reverse Rotary |
Hud!
Surface
136*
¦
¦
Well construction completed on 4- 19.T9
above
10 - inches ~ below
11. MISCELLANEOUS DATA
VlelH T*-<" 2
Hra.at
_10
• GPM
Well is terminated
final grade
Depth from surface to normal water level 301
Ft.
Well disinfected upon completion
Yes d No
Depth of water level c A I
when pumping
. Ft. ' Stabilized H Yes O No
Well sealed watertight upon completion SI Yes O No
(
Water sample sent to
laboratory on.
Jime 22
i9 jm
^Your opinion'concerning other pollution hazards, information concerning difficulties encountered, and data relating to nearby wells, screens, seals, method of
finishing the well, amount of cement used in grouting, blasting, etc., should be given on reverse side.
Registered Well Driller
Complete Mail Address
Brussels, Wis. 542.04
-------
Stale of Wisconsin
Department of Natural Resources
Box 7921
Madison, Wisconsin 53707
NOTE:
White Copy - Division's Copy
Green Copy — Driller's Copy
Yellow Copy — Owner's Copy
JUN 2 1930
WELL CONSTRUCTOR'S REPORT
Form 3300-15 Rev. 12-76
1. COUNTY C|
CHECK (¦/) ONE: Name /?
"123/rown ~ Viltane ~ City >.
2, LOCATION
Vc. Section *
section
,3!L
Township flange
3, NAME -Ep OWMEFVpASEJliT AT^U/IEOF DRILLING CHECK M ONE
OR - Grid
or Street No.
Street Name
ADDRESS .
t^Y *nJ
AND — If available subdivision name, lot & block No-
4. Distance in feet fiom well
to neaiest: (Record
answer in appropriate
block)
Street Sewer
San. Storm
Privy
Pet
Waste
Pit
Temporary
Manure
Stack
Other Sewers
C.I. Other
sewer
Clearwater
Dr. ¦
Pit; Nonconforming Existing
well
Pump
Tank
Watertight
Liquid Manure
Tank
Solid Manure
Storage
Structure
Sewage T
Sump i
Clearwater ¦
Sump
POST OFFICE
Building
/cr
sanitary Bldg. Drain
Sanitary Bids, sewer ' j Storm Bldg. Drain | storm Bldg.Sewer
C.I. i Other
c.i.
Other
C.I.SBwar [OtherSewerj C.I.
' 1
Other | C.I. | Other
'
C.I.
-L-
other
Subsurface Pumproom
Nonconforming Existing
Subsurface
Gasoline or
Oil Ta nk
Waste Pond or Land
Disposal Unit
(Specify Type)
S. Well is intended to supply water for i
6. DRILLHOLE
Dia. (in.) From (it.) To (ft,) Dia, (in.) {From (ft.)
M.
I
Surface
v>
Vis
7. CASING
m
To (ft.)
LINER, CURBING AND SCREEN
Aa ten al, Weight, Specification
Dia. (in.) i & Method of Assembly ¦ From (ft.) ' To (ft.)
4-
fiF. )C
ftJts?- &
sump
Tank . Tank
<5"2>
Barn
Animal
Animal
Silo
Sutter
Barn
Yard
With Pit
Pen
Other (Give Description)
Seepage Pit
Seepage Bed
Seepage Trench
Glass Lined
Storage
Facility
t.
Silo EarthBn Silage
w/o Storage Trench Or
Pit • Pit
9. FORMATIONS
Kind
From (ft.)
Surface
/0 / I J2l3
10. TYPE OF DRILLING MACHINE USED
i Rotary-hammer
w/driliing
~ Cable TOo!
.—. Rotary-air
I I w/drilling mud
.—. Rotary-w/drllilng
I I mud
j2l,m'ud & afr
I
& air
~ Reverse Rotary
I—| Rotary-hammer
~ Jetting, with
~ Air
r~1 Water
Welt construction completed on .
Well is terminated
12*
19
above
Ihohes ~ below
final grade
Well disinfected upon completion
p-g) Yes D No-
Well sealed watertight upon completion 2^ Yes ~ No
Water sample sent to
laboratory on
Your opinion concerning other pollution hazards, information concerning difficulties encountered, and data relating
finishing the well, amount of cement used in grouting, blasting, etc., should be given on reverse side.
ing to n^fby wells,
screens, seals, method of;
Signature
titf
Registered Well Driller
Complete Mail Address
)
-------
WISCONSIN UNIQUE WELL NUMBER
Source: grn-no detail
A0633
Property REIMER
Owner
Telephone 920 -487-2983
Number
Mailing E5461 HWY 54
Acldress
ALGOMA
State Zip Code
Wl
State of Wi-Private Water Systems-DG/2
Department Of Natural Resources, Box 7921
Madison, Wl 53707
1. Well Location [_
Form 3300-77A
(Rev 02/02)bw
Depth 140 FT
T=Town C=City V=Village
of
Fire#
Street Address or Road Name and Number
1211 7TH STREET
Lot#
|County of Well Location
31 KEWAUNEE
Co Well Permit No
W
Well Completion Date
January 24,1981
Well Constructor
RETZLAFF, JERRY
License#
Address
City
State Zip Code
Hicap Permanent Well #
Common Well #
Facility ID (Public)
Public Well Plan Approval#
Date Of Approval
Specific Capacity
gpm/ft
3. Well Serves # of homes and or
ppj (eg: bam, restaurant, church, school, industry, etc.)
M=Munic 0=0TM N=NotlCom P=Privme Z=OlllBr X=NonPot A=Aiuide L=Loop H=Drillllole
High Capacity:
Well?
Property?
Gov't Lot or gW 1/4 of NW 1/4 of Section 32 T 25 N;R 25 E
Latitude Deg. 44 Min. 35 Sec. 51.217
Longitude Deg 87 Min. 29 Sec. 52.391
Lat/Long Method
2. Well Type (See item 12 below)
l=New 2=Replacement 3=Reconstruction
of previous unique well # constructed in
Reason for replaced or reconstructed Well?
40
l=Drilled 2=Driven Point 3=Jetted 4=Other
4. Is the well located upslope or sideslope and not downslope from any contamination sources, includrag those on neighboring properties?
9. Downspout/Yard Hydrant
Well located in floodplain? , ..
Distance in feet from well to nearest: (including proposed)
1. Landfill
2. Building Overhang
3. l=Septic 2= Holding Tank
4._ Sewage Absorption Unit
5. Nonconforming Pit
6. Buried Home Heating Oil Tank
7. Buried Petroleum Tank
8. l=Shoreline 2= Swimming Pool
£
10. Privy
11. Foundation Drain to Clearwater
12. Foundation Drain to Sewer
13. Building Drain
l=Cast Iron or Plastic 2=Other
14. Building Sewer l=Gravity 2=Pressure
l=Cast Iron or Plastic 2=Other
15. Collector Sewer: units in . diam.
16. Clearwater Sump
17. Wastewater Sump
18. Paved Animal Barn Pen
19. Animal Yard or Shelter
20. Silo
21. Barn Gutter
22. Manure Pipe l=Gravity 2=Pressure
l=Cast iron or Plastic 2=Other
23. Other manure Storage
24. Ditch
25. Other NR 812 Waste Source
j5>_.ilUiole Dimensions and Construction Method
From
Dia.(in.) (ft)
To
(ft)
surface
Upper Enlarged Drillhole
--1. Rotary - Mud Circulation
-2. Rotary- Air
- 3. Rotary - Air and Foam
-4. Drill-Through Casing Hammer
- 5. Reverse Rotary
- 6. Cable-tool Bit . in. dia
-7. Temp. Outer Casing . in. dia.
Removed ?
Other
Lower Open Bedrock
Geology
Codes
_ depth ft.
6. Casing Liner Screen Material, Weight, Specification
Manufacturer & Method of Assembly
From
(ft.)
To
(ft)
iT Geology
Type, Caving/Noncaving, Color, Hardness; etc_
From
(ft)
To
(ft.)
Dia. fin.)
6.0
Dia.(in.)
Screen type, material & slot size
surface
From
108
y. Static Water Level
60.0 feet ground surface
A=Above B-Below
To
10. Pump Test
Pumping level
Pumping at
ft. below surface
GP Hrs
11. Well Iss"
Developed?
Disinfected?
Capped?
Grade
A=Above
B=Below
7. Grout or Other Sealing Material
Method
( Kind of Sealing Material
From
(ft-):
To
(ft.)
#
Sacks
Cement
L.__ -¦
surface
I J ,A \
v 7 ^
Additonai Comments? Variance "Issued?"
Owner Sent Label? • More Geology?
—. —
"T"
12. Did you notify the owner of the need to permanently abandon and fill all
unused wells on this property? ¦
If no, explain ¦ -
13. Initials of Well Constructor or Supervisory Driller
Date Signed
Initials of Drill Rig Operator (Mandatory unless same as above) Dale Signed
-------
* • State. ofJVisconsin
Department ofRatural Resources
Private Water Supply
Box 7921
Madison, Wisconsin 53707
NOTE:
White Copy — Division's Copy
Gieen Copy - Driller's Copy
, Yellow Copy - Owner's Copy
WELL CONSTRUCTOR'S REPORT
Form 3300-15 Rev-. 2-79
-------
State of Wisconsin
Department of Natural Resources
Private Water Supply
Bdx.7921
Madison, Wisconsin 53707
NOTE:
White Copy - Division's Copy
Green Copy - Driller's Copy
Yellow Copy -' Owner's Copy
WELL CONSTRUCTOR'S REPORT
Form 3300-15 Rer. 2-79
-Kg
-T, OTCNIYAO
// _ .
CHECK (/) ONE: Name J?
rSftown ~ Village deity
2. LOCATION
'A Section or fiov't. t-otv
SB" s&
Section ^
<3\
Township
g,iS~v
Range
iS-JT
3. NAME ISOj^NpR OF DRILLING CHECK M ONE
OR
Grid or Street No.
Street or Road Name
ADDRESS
AND — If available subdivision came, lot & black h)o.
POST OFFICE
ZIP CODE
4. Distance in feet from well
to nearest: (Record
answer In appropriate
blockl
Building
iX~
Sanitary Bldg. Drain
Sanitary Bldg, sewer | cSfnec
Drain'
led To:
Storm Bldg. Drain
Storm Bldg.Sewer
C.I.
Other
C.I.
Other | C.I. Sewer
1
'¦
Other Sewer
C.I.
Other
c.t.
Other
San. Storm
C.I,
Other
Sewer
Clearwater
Dr.
(Sewage
]S umft
jCiearwater
jsump
C.t.
Other
Sump
Tank
&
Seepage Pit
Seepage Bed
Seepage Trench
Pnuematic Tank
Privy
Pet
Waste
Pit
pft: Nonconforming Existing
well
Pump
Tank 1
Subsurface Pumproom
Nonconforming Existing
Barn
Animal
Animal
Silo
Glass Lined
Sutter
Barn
yard
With Pit
Storage
Pen
Facility
Silo j Earthen Silage
w/t> | Storage Trench
Pit Or Pit-
Earthen
Manure Basin
Temporary Manure
Stack ot Platform
Watertight Liquid
Manure Tank or
Basin
Manure
Subsurface
Pressure
Gasoline or
Pipe
Oil Tank
Waste Ppnd or Land
Oisposal unit
{Specify Type)
Manure storage Basin
Concrete Floor Only
Concrete Floor and
Partial Concrete Walfc"
Other {Describe)
5. Well is intended to supply water for:
9. FORMATIONS
.Ji-ind
From (ft.)
To (ft.)
6. DRILLHOLE
Dia. (in.) | From (ft.) To (ft.) Dfa.flnJ From (ft.)
To (ft.)
Surface
/o
Surface
c
p-*-
CASING. LINER, CUMING AMD SCREEN
Material, Weight, Specification
Dia. fin.') I Mfg. & Method of Assembly Fiom (ft.)
To (ft)/"
/c y
U6
C
Surface
P.E. lf.^/6.
/
/
10. TYPE OF DRILLING MACHINE USED
fc Rotary-hammer
8. GROUT OR OTHER SEALING MATERIA
Kind /
L
From (ft.)
To (ft.)
~ Cable Too!
__ Rotary-air
L_I w/dr1lling mud
. Rotary-w/driiiing
I 1 mud
Sol w/ariiirng
IBS-mutt & air
f—, Rotary-hammer
~ Aalr
r
1 1 Reverse Rotary
CZJ Jetting with
O Air
f~l water
Surface
Well construction completed on ^ 19 £5.
11. MISCELLANEOUS DATA . ^
•yield Test: t Hra-.at. GPM
/ 81x576 final grade
Well is terminated CJL. inches L_l below
Depth from surface to nomal water level
M~b
Ft.
Well disinfected, upon completion
t^Yes ~ No
Depth of -water level
when pumping .
i£Vt Stabilized 3 Yes ~ No
Well sealed watertight upon completion Yes ~ No
Watet
sample sent to
_ laboratory on _
19
'our opinion concerning other pollution hazards, information concerning difficulties encountered, and data relating to nearby wells, screens, seals, method of
iinishing the weil, amount of cement used in grouting, Masting, etc., should be given on reverse side.
Signalize
~" -Regisf&a Weii DriHer"
Business Name and Complete Mailing Address
-------
State of Wisconsin
Department of Natural Resources
Private Water Supply
Box 7921
Madison, Wisconsin 53707
v
NOTE:
White Copy - Division's Copy
Green Copy - Driller'6 Copy
Yellow Copy - Owner's Copy
WELL CONSTRUCTOR'S REPORT
Form 3300-15 2-79
M. 9
1. COUNTY^
CHECK (V) ONE: Name\ ^ *
SfTown ~ Vlllaoe . ~ City
2. LOCATION
>A Section or Gov't. Lot,
" SP-JUF
Section
3Z
Township
2&-/U
Range
3. NAME 4^0WNEF!^i\GENT^T t^E^^iLLING CHECK ty) ONE
OR — Grid or Street No.
Streetor Road Name
"4
AND — If available subdivision name, lot & block No.
ADDRESS
POST OFFICE
JztL
ZIP CODE.-1
4. Distance In feet from well
to nearest: (Record
answer in appropriate
block!
Building
Sanitary Bldg. Drain
C.I.
other
Sanitary Bldg. Sewer
C.I.
Other
Foundation Drain Connected to
Sewage Sump
Sewer
Sewage
Sump
C.I.
Other
ciearwarer
Dr,
Clearwater
Sump
WC
C.I. Sewer
Other Sewer
storm Bids. Drain''
C.I.
Other
Storm Bldg. Sewer
C.I,
Other
Street Sewer
San. Storm
otter Sewers
C.i. Other
Clearwater
Sump
Septic
Tank
I o
Holding
Tank
Sewage Absorption Unit
Seepage Pit.--
Seepage Bed g1
Seepage.Trench
Manure Hopper or
Retention or
Pnuematie Tank
Privy
Pet
Waste
Pit
Pit: Nonconforming Existing
Well
Pump
Tank
S ubsurface Pumproom
Nonconforming Existing
Barn
iutter
Animal
Barn
Pen
Animal
Yard
Silo
With Pit
GlassLinsjd'
Storage .*
Facility.--
Silo
w/o
Pit
Earthen Silage
Storage Trench
Or Pit
Earthen
Manure Basin
it
Temporary Manure
Stack or Platform
Watertight Liquid
Manure Tank or
Basin
Manure (Subsurface
Pressure Gasoline or
Pipe Oil Tank
Waste Pond or Land
Disposal Unit
(Specify Type)
Manure Storage Basin
Concrete Floor Qniy
Concrete Floor and sf
Partial Concrete Wail's
Other (Describe)
5. Weil is intended to supply water for:
9. FORMATIONS
To (ft.)
8. GROUT OR. OTHER SEALING MATERIA
Kind
L
•• ,From (ft.)
¦¦¦Jf.' ,
t
r
to m
~ Cable Tool
• ,—, Rotary-air
1 1 w/drllnng mud
,—, Rotary-w/driiiing
1 1 mqd
r-w.w/dririing
^Hjmud & air
i—i Rotary-hammer
I—I & air
~ Revere Rotary
[Zl Jetting with
~ Air
P I Water
Surface,
]
Well construction completed cm V-JLa*-*. / 19^ ^
11. MISCELLANEOUS DATA I
Yiftld Test: —L^.
H«.at ^4;pm
if/ fmal grade
Well is terminated 1—1—1 below
Depth from surface to normal wafer level
Ft. Well disinfected upon completion
Yes CU No
Depth of water level
when pumping
3 ") Ft. Stabilized Yes ~ No Well sealed watertight upon completiony
Yes ~ No
Water sample sent to
a*-
lab oratory .on _
19
n
yn..r ntitninn (-n^graing nttip.r pollution hazards, information coaeetning difficulties encountered, and data relating# nearby wella, screens, seats, method of
finishing tie well, amount of cement used in grouting, blasting, etc., should be given on reverse side.
-------
WISCONSIN UNIQUE WELL NUMBER
Source: well construction
CA853
Property RUgs puL-WILER
Owner
Telephone
Number
Mailing 80-|ALAKEST
1ress
ALGOMA
|County of Well Location
31 KEWAUNEE
State
Wl
Co Well Permit No
W
Well Constructor
CHARLIES PUMPS @ WELL DRILLING I
License#
143
Address
9504 CNTY D
City .
FORESTVILLE
State Zip Code
Wl 54213
Hicap .Permanent Well ff
Common Well #
Zip Code
54201
Well Completion Date
May 23,1991
State of Wi-Private Water Systems-DG/2
Department Of Natural Resources, Box 7921
Madison, Wl 53707
1. Well. Location |
Form 3300-77A
(Rev 02/02)bw
Depth 165 FT
T=Town C=City V=Village
T of AHNAPEE
Fire#
Street Address or Road Name and Number
BIRCH RD
Subdivision Name
Lot#
Block #
Facility ID (Public)
Public Well Plan Approval#
Date Of Approval
Specific Capacity
gpm/ft
3. Well Serves # of homes and or
p (eg: bam, restaurant, church, school, industry, etc.)
M=Munic O=0TM N=NonCom P=Privule 2=0llier X=NoiiPot A=Anpde L=Lonp H=DrilUioli!
High Capacity:
Well? N
Property? N
Gov't Lot or nE 1/4 of SE 1/4 of Section 32 T 25 N;R 25 E
Latitude Deg. Min. Sec.
Longitude Deg Min. Sec.
2. Well Type 1 (See item 12 below) Lat/Long Method
l=New 2=Replacement 3=Reconstruction
of previous unique well #. constructed in ^jQ
Reason for replaced or reconstructed Well?
NEW HOME ___ .
1 l=Drilled 2=Driven Point 3=Jetted 4=Other
4. Is the well located upslope or sideslope and not downslope from any contamination sources, including those on neighboring properties? y
.Well located in f
N
Distanceliifeet from welf to nearest: (including proposed)
1. Landfill
2. Building Overhang
3. • l=Septic 2= Holding Tank
4. Sewage Absorption Unit
5. Nonconforming Pit
6. Buried Home Heating Oil Tank
7. Buried Petroleum Tank
8. l=Shoreline 2= Swimming Pool
c
9. Downspout/ Yard Hydrant
10. Privy
11. Foundation Drain to Clearwater
12. Foundation Drain to Sewer
13. Building Drain
1 =Cast Iron or Plastic 2=Other
14. Building Sewer l=Gravity 2=Pressure
l=Cast Iron or Plastic 2=Other
15. Collector Sewer: units in . diam.
16. Clearwater Sump
17. Wastewater Sump
18. Paved Animal Bam Pen
19. Animal Yard or Shelter
20. Silo
21. Barn Gutter
22. Manure Pipe l=Gravity 2=Pressure
l=Cast iron or Plastic 2=Other
23. Other manure Storage
24. Ditch
25. Other NR 812 Waste Source
villhole Dimensions and Construction Method
Dia.(in.)
10.
6.0
From To
(ft) (ft)
surface
150
150
165
Upper Enlarged Drillhole
X-l. Rotary - Mud Circulation --
X - 2. Rotary - Air
X - 3. Rotary - Air and Foam
-4. Drill-Through Casing Hammer
-5. Reverse Rotary
- 6. Cable-tool Bit. 'in. dia
- 7. Temp. Outer Casing .
Removed ?
Other
Lower Open Bedrock
Geology
Codes
in. dia.
_ depth ft.
6. Casing Liner Screen Material, Weight, Specification From To
Manufacturer & Method of Assembly ("¦)
o. Geology
Type, Caving/Noncaving, Color, Hardness, etc_
From
(ft.)
To
(ft.)
_Z_ CLAY @ GRAVEL
17
_G_
GAVEL
17'
41
_C_
CLAY
41
78
_X_
SAND @ CLAY
78
133
_c_
CLAY ,
133
139
G_
GRAVEL
139
148
L_
LIMESTONE
148
165
Dia. fin.'l
6.0
Dia.(in.)
SAWHILL U.S.A. A-53 GR B API-5L 18:97
WELDED JTS21' NEW BLACK 6 5/8 P.E.
Screen type, material & slot size
surface
From
150
y. Static Water Level
47.0 feet B ground surface
A=Above B=Below
To
10. Pump Test
Pumping level 65,0 ft. below surface
Pumping at 25.0 GP 2.0 Hrs
11. wen Is: 18 in. A Grade
Developed? Y
Disinfected? Y
Capped? Y
A=Above
B-Below
7. Grout or Other Sealing Material
#
Method
From
To
Sacks
Kind of Sealing Material
(ft.)
(tt.)
Cement
• •• DRILL SLURRY
surface
150.0
/ • ¦ —
12. Did you notify the owner of the need to permanently abandon and fill all
unused wells on this property?
If no, explain
13. Initials of Well Constructor or Supervisory Driller
Date Signed
6/18/91
Initials of Drill Rig Operator (Mandatory unless same as above) Date Signed
RM 6/26/91
Additonal Comments?
Owner Sent Label? Y
Variance Issued?
More Geology?
-------
• —
Well Contraction Report For f*f| p c: q
\ WIS CO NSINSpNIQ U$ WELL NUMBER vft
^jCuAM M^LuxAsaJ^T
Property Owner
Mailing Address
hone Number
"Xa/A JS,A -Jt
~: State
State of Wisconsin
Department of Natural Resources
Private Water Supply — WS/2
6 tarn Box 7921
, '^Madison, WI 53707
(Please^|£e_OTigrintTrrr>nnnnf/VarH "PTvHrjmh
High Capacity Well? ~ Yes ^£No
High Capacity.Property? ~ Ycb J^No
Eoad NameJind Number (if available)
Rd.
Lot if Block #
Gov't Lot # or 'A 0- - T N- B. J?.*? Me ~ W
3. Well Type
l~l Replacement
of unique well#
|0 New
I I Reconstruction
.constructed in 19
iS&T,
Reason for new, replaced or reconstructed well?
replaced or reconstructed we
Iu-T VJntUL-S
Well Located in Floodplain7 ~ Yes t .
Distance In Feet From Well To Nearest:
1. Landfill
2. Building Overhang
3. Septic or Holding Tank
4. Sewage Absorption Unit
5. Nonconforming Pit
. 6. Buried Home Heating Oil Tank
7. Buried Petroleum Tank
8. Shoreline/Swimming Pool
]\j0 9. Downspout/Yard Hydrant
. 10. Privy
. 11. Foundation Drain to Clearwater
12. Foundation Drain to Sewer
. 13. Building Drain
~ Cast Iron or Plastic ~ Other
14. Building Sewer ~ Gravity ~ Pressure
~ Cast Iron or Plastic ~ Other
15. Collector or Street Sewer
. 16. Clearwater Sump
Drilled ~ Driven Point ~ Jetted ~ Other
$ Yes
~ No If no, explain oa back side.
17. Wastewater Sump
18. Paved Animal Barn Pen
19. Animal Yard or Shelter
. 20. Silo — Type _—:
. 21. Barn Gutter
22. Manure Pipe; ~ Gravity ~ Pressure
~ Cast Iron or Plastic ~ Other
. 23. Other Manure Storage
Other NR112 Waste Source
24.
6. Drillhole Dimensions
From To
(ft.) (ft.)
10
surface
/so
Ip
&0
-
Method of constructing upper enlarged
drillhole only.
1. Rotary.— Mud Circulation
§2. Rotary— Air
3. Rotary — Foam
D 4. Reverse Rotary
D 6. Cable-tool Bit ____ in. dia.
D 6. Temp. Outer Casing in. dia.'
Removed? CD Yes CD No
If no, explain !
D 7. Other :
7.
Dia. (in.)
(r
Mfg. & Method of Assembly
I J / 5' &
(ft.)
surface
(ft.)
VJ^i
A.£ fttt'SL
lkS~
L>' T -
10. Static Water Level
, ft. above ground level
J~*7ft. below ground surface
11. Pump Test
Pumping Level ft. below surface
Pumping at GPM for A' hours
12. Well Is:
rt *
Grade
0 Above
CD Below
Developed? 0! Yes CD No
Disinfected? JST Yes Q No
Capped? ¦ 0 Yes EU No
13. Did you permanently SBal all unused, noncomplying, or unsafe wells?
~ Yes ~ No If no, explain
, Signature of Point
iver or Registers
Signature of DrgLRig Operaj
)perajr<#L~
Date Signed /
U/m/
&
Date Signed
MagS additional comments on reverse side about geology, etc.
" . -
DNR
WELL co:
Form3300-77A
STEUCTION REPORT
Rev. 9-88'"
-------
WISCONSIN UNIQUE WELL NUMBER PAR 57
Source: WELL CONSTRUCTION °
Property Telephone _ _
Owner FRANK STOLLER Number
Mailing gig WASHINGTON ST
'dress
| State
. ALGOMA WI
Zip Code
54201
¦County of Well Location Co Well Permit No
I 31 KEWAUNEE w
Well Completion Date
July 9,1991
Well Constructor License#
CHARLIES PUMPS @ WELL DRILLING I 143
Facility ID (Public)
Address
9504CNTYD
Public Well Plan Approval#
City State Zip Code
FORESTVILLE WI 54213
Date Of Approval
Hicap Permanent Well # Common Well #
Specific Capacity
gpm/ft
3. Well Serves # of homes and or GRAVELPIT
X (eg: bam, restaurant, church, school, industry, etc.)
M=Munic O=0TM N=NunCom P=Piivnlc Z=Ollier X=NnnPot A=AlK>de L=Loop-H=DrilUiole
High Capacity:
Well? N
Properly? N
State of Wi-Private Water Systems-DG/2
Department Of Natural Resources, Box 7921
Madison, WI 53707
1. Well Location (_
Form 3300-77A
(Rev 02/02)bw
Depth 132 FT
T=Town C=City V=Village
T of AHNAPEE
Fire#
Street Address or Road Name and Number
HWY54
Subdivision Name I Lot#
Gov't Lot or 1/4 0f SW 1/4 of Section 32 T 25 N;R 25 E
Latitude Deg. Min. Sec.
Longitude Deg Min. Sec.
2. Well Type 1 (See item 12 below) I Lat/Long Method
l=New 2=RepIacement 3=Reconstruction
of previous unique well # . constructed in —Q
Reason for replaced or reconstructed Well?
WASHING GRAVEL
1 l=Drilled 2=Driven Point 3=Jetted 4=Other
4. Is the well located upslope or sideslope and not downslope ftom any contamination sources, including those on neighboring properties? Y
Well Iqcated in floodplain? N
Distance in feet from well to nearest: (including proposed)
585 1. Landfill
2. Building Overhang
3. l=Septic 2= Holding Tank
4. Sewage Absorption Unit
5. Nonconforming Pit
6. Buried Home Heating Oil Tank
7. Buried Petroleum Tank
8. l=Shoreline 2= Swimming Pool
9. Downspout/ Yard Hydrant
10. Privy
11. Foundation Drain to Clearwater
12. Foundation Drain to Sewer
13. Building Drain
l=Cast Iron or Plastic 2=Other
14. Building Sewer l=Gravity 2=Pressure
l=Cast Iron or Plastic 2=Other
15. Collector Sewer: units in. diam.
16. Clearwater Sump
17. Wastewater Sump
18. Paved Animal Bam Pen
19. Animal Yard or Shelter
20. Silo
21. Barn Gutter
22. Manure Pipe l=Gravity 2=Pressure
l=Cast iron or Plastic 2=Other
23. Other manure Storage
24. Ditch
25. Other NR 812 Waste Source
i-illhole Dimensions and Construction Method
From To
DiaKin.) (ft) (ft)
10.
surface
105
8,0
105
132
Upper Enlarged Drillhole
X —1. Rotary - Mud Circulation
X-2. Rotary-Air
Lower Open Bedrock
Geology
Codes
— 3. Rotary - Air and Foam
- 4. Drill-Through Casing Hammer
-5. Reverse Rotary
--6. Cable-tool Bit. in. dia
-- 7. Temp. Outer Casing
Removed ?
Other
in. dia.
. depth ft.
Manufacturer & Method of Assembly
From
(ft.)
To
(ft.)
TT1-firamTo
Type, Caving/Noncaving, Color, Hardness, etc (ft.) (ft.)
G GRAVEL
16
_S_
SAND
16
36
_CS
SANDY CLAY
36
76
_G_
GRAVEL
76
79
_C_
CLAY
79
98
_BL_
BROKEN LIMESTONE
98
104
L_
LIMESTONE
104
132
Dia. (in/)
8.0
Dia.(in.)
SAWHlLL U.S.A. A-53B 88 API-5L 28:55
WELDED JOINTS21" NEW BLACK 8 5/8
Screen type, material & slot size
surface
From
105
y. Static Water .Level
14.0 feet B ground surface
A=Above B=Below
To
10. Pump Test
Pumping level 60.0 ft. below surface
Pumping at 100.0 GP 3.0 Hrs
II. well is: -)8 in. A Grade
Developed? Y
Disinfected? N
Capped? Y
A=Above
B=Below
7. Grout or Other Sealing Material
Method
Kind of Sealine Material
From
(ft.)
To
(ft.)
#
Sacks
Cement
DRILL SLURRY
surface
105.0
12. Did you notify the owner of the need to permanently abandon and fill all
unused wells on this property?
If no, explain
13. Initials of Well Constructor or Supervisory Driller
Date Signed
7/22/91
Initials of Drill Rig Operator (Mandatory unless same as above) Date Signed
RM 7/25/91
Additonal Comments?
Owner Sent Label? y
Variance Issued?
More Geology?
-------
BMBBHBBBOaSI
Well Construction Report For
WISCONSIN UNIQUE, WELL NUMBER
<11Y U 1Y X \£ U JLUff TlJLZJUJUi
rf-jLtL^fe
City
aB 1 ft ^ / {-
J?/b. • '••
* ^ ,f lEjtate^. , I-
Ch*.
2. Mark well location
in correct 40-acre
parcel of section.
N
1 W
4. Well serves /_ I of and/or)jlw^Hieh CapBclty wd" D Yes JN°
(ex: bam, restaurant, church, school, industry, etc,) High Capacity Properly? ~ Yea fyto
of ( / A\JiiAJ&JULS
Grid or Street Addre&
or Road Name and Number (if available) 1
W<4
Subdivision Name
0 Lot# Block S. -
i I ¦ ¦ :
Gov't Lot f or MM- V* of of_
<**&«, J3-.T Xtm ~ W
3. WeU Type
KL New
[U Replacement HI Reconstruction
of unique well 0 constructed ill
Reason for new. replaced or reconstructed well?
¦¦ WmL
^TTril^ D Driven Point D jetted DOfchgr.;
No
5. Well Located on Highest Point of Property, Consistent with the General Layout and Surroundings?
Well Located in Floodplain? ~ Yes
Distance In Feet From Well To Nearest:
£i£\.
a. Landfill ~?
. 2. Building Overhang
3. Septic or Holding Tank
.4. Sewage Absorption Unit
5. Nonconforming Pit
6. Buried Home Heating Oil Tank
7. Buried Petroleum Tank
8. Shoreline/Swimming Pool
9. Downspout/Yard Hydrant
10. Privy
11. Foundation Drain to Clearwater
12. Foundation Drain to Sewer
13. Building Drain
~ Caot Iron or Plastic ~ Other
14. Building Sewer ~ Gravity O Pressure
~ Cast Iron or Plastic ~ Other
IB. Collector or Street Sewer
16. Clearwater Sump
~ Yes Q(j No If no, explain on back side.
17. Wastewater Sump
18. Paved Animal Barn Pen.
19. Animal Yard or Shelter
20. Silo — Type
21. Bam Gutter
22. Manure Pipe ~ Gravity ~ Pressure
O Cast Iron or Plastic ~ Other.
23. Other Manure Storage —
Other NR 112 Waste Source
24. novy^ Ib^L.
6. Drillhole Dimensions
From To
(ft.)
76
surface
IDS'
/b£
IS$-
-
'
Method of constructing upper enlarged
drillhole only.
1. Rotary — Mud Circulation
2. Rotary — Air
3. Rotary — Foam
4. Reverse Rotary
5. Cable-tool Bit in. dia.
6. Temp. Outer Casing. in. dia.
Removed? Ill Yes D No
If no, explain
~ 7. Other
7.
Dia. (in.)
f
Mfs. & Method of Assembly
ArjjJtdl U,*i,A,
(ft.)
surface
(ft.) .
/OS
\
A
'4L!
P.i
Dia. (in.)
screen type and material
"From
To
Method
Kind of Sealing Material
(hh.tlQ
Grout or Other Sealing Material ^
— ; From To Sacks
(ft.) (ft.) Cement
t§iyi
p
JiS
(JW!
9. .Geology v From To
Type, Caving/Noncaving, Color, Hardness, Etc. (ft-) . (ft.)
Stt-AtsiO
10. Static Water Level
ft. above ground level
ft. below ground surface
M.
11. Pump TPest
Pumping Level ft. below surface
Pumping at ifrQ GPM for hours
surface
l(o
/to
SL
24>
7?
9$
/o4
3L
?(>
9S
/d4
12. WeU Is:
It >
Grade
Developed?
Disinfected?
Capped?
jSl Above
, ~ Below
[XL Yes- ~ No
I I Yes I EJ No
01 Yes No
13. Did you permanently seal all unused, noncomplying, or unsafe wells?
~ Yes CD No If no, explain
/£&
V_
Make .additional comments on reverse side about geology, etc.
r^i
DNR
WELL I
Form3300-77A
-------
WISCONSIN UNIQUE WELL NUMBER
Source: well construction
KZ400
Property W]ESE TODD
Owner '
Telephone
Number
Mailing N9153 CHERRY TREE DR
'dress
ALGOMA
|County of Well Location
31 KEWAUNEE
State Zip Code
Wl
Co Well Permit No
W
Well Constructor
CHARLIES PUMPS @ WELL DRILLING I
License#
143
Address
9504 CNTY D
City
FORESTVILLE
State
Wl
Zip Code
54213
Hicap .Permanent Well #
Common Well #
54201
Well Completion Date
December 12,1996
State of Wi-Private Water Systems-DG/2
Department Of Natural Resources, Box 7921
Madison, Wl 53707
1. Well Location
Form 3300-77A
(Rev 02/02)bw
Depth 305 FT
T=Town C=City V=Village
T of AHNAPEE
Fire#
Street Address or Road Name and Number
COUNTY K
Subdivision Name
Lot#
Block#
Facility ID (Public)
Public Well Plan Approval#
Date Of Approval
Specific Capacity
gpm/ft
3. Well Serves # of homes and or
p (eg: bam, restaurant, church, school, industry, etc.)
M=Munic 0=0TM N=NonCom MPrivnte Z=Q!her X=NonPot A=Anode L=Loop H=Drillllole
High Capacity:
Well? N
Property? N
Gov't Lot or SE 1/4 of SW 1/4 of Section 32 T 25 N;R 25 E
Latitude Deg. Min. Sec.
Longitude Deg Min. Sec.
2. Well Type -J (See item 12 below) Lat/Long Method
l=New 2=Replacement 3=Reconstruction
of previous unique well # ¦ constructed in 96—
Reason for replaced or reconstructed Well?
NEW HOME
1 l=Drilled 2=Driven Point 3=Jetted 4=0ther
4. Is the well located upslope or sideslope and not downslope from any contamination sources, including those on neighboring properties? Y
Well located in floodplain? N 9. Downspout/Yard Hydrant
Distance in feet from well to nearest: (including proposed)
I
1. Landfill
2. Building Overhang
3. l=Septic 2= Holding Tank
4. Sewage Absorption Unit
5. Nonconforming Pit
6. Buried Home Heating Oil Tank
7. Buried Petroleum Tank
8. l=Shoreline 2= Swimming Pool
10. Privy
11. Foundation Drain to Clearwater
12. Foundation Drain to Sewer
13. Building Drain
l=Cast Iron or Plastic 2=Otber
14. Building Sewer l=Gravity 2=Pressure
l=Cast Iron or Plastic 2=Other
15. Collector Sewer: units in. diam.
16. Clearwater Sump
17. Wastewater Sump
18. Paved Animal Barn Pen
19. Animal Yard or Shelter
20. Silo
21. Barn Gutter
22. Manure Pipe l=Gravity 2=Pressure
l=Cast iron or Plastic 2=Other
23. Other manure Storage
24. Ditch
25. Other NR 812 Waste Source
.illhole Dimensions and Construction Method
Dia.(in.)
10.
6.0
From
(ft)
surface
138
To
(ft)
138
305
Upper Enlarged Drillhole
X -1. Rotary - Mud Circulation
-2. Rotary-Air
Lower Open Bedrock
Geology
Codes
- 3. Rotary - Air and Foam
-4. Drill-Through Casing Hammer
-5. Reverse Rotary
-6. Cable-tool Bit. in. dia
- 7. Temp. Outer Casing . in. dia.
Removed ?
Other
. depth ft.
6. Casing Liner Screen Material, Weight, Specification From To
Manufacturer & Method of Assembly tf'O tf'O
Dia. fin.1
6.0
'^mm""^jHoiogy^^ From To
Type, Caving/Noncaving, Color, Hardness, etc (ft.) (ft.)
_C_ CLAY
_z_
CLAY @ GRAVEL
7
26
_s_
SAND
26
35
_c_
CLAY
35
41
_G_
GRAVEL
41
58
_C_
CLAY
58
106
CLAY @ GRAVEL
106
136
_L_
LIMESTONE
136
305
Dia.(in.)
SAWHILL USA A53 GR B API 5L 18 97
WELDED JOINTS21 FT NEW BLACK 6 5
Screen type, material & slot size
surface
From
138
y. static Water Level :
50.0 feet B ground surface
A-AboVii B=Below
To
10. Pump Test
. Pumping level
Pumping at
180.0 ft. below surface
5.0 GP M 1-0 Hrs
XI. Well is: 24 in. A Grade
Developed? Y
Disinfected? Y
Capped? Y
. A=Above
B=Below
7. Grout or Other Sealing Material
Method
( Kind of Sealing Material
From
(ft.)
To
(ft-)
#
Sacks
Cement
DRILL SLURRY
surface
138.0
1
12. Did you notify the owner of the need to permanently abandon and fill all
unused wells on this property?
If no, explain
13. Initials of Well Constructor or Supervisory Driller
Date Signed
1/15/97
Initials of Drill Rig Operator (Mandatory unless same as above) Date Signed
RM 1/15/97
Additpnal Comments?
OwnjSjSpnt Label? y
Variance Issued?
More Geology?
-------
WISCONSIN UNIQ,UE WELL NUMBER
Source: well construction
MJ155
o2TDBmEY>*OH
Telephone
Number
Mailing N7315 B,RCH DR
Address
ALGOMA
State
Wl
Zip Code
54201
State of Wi-Private Water Systems-DG/2
Department Of Natural Resources, Box 7921
Madison, WI 53707
1. Well Location
Form 3300-77A
(Rev 02/02)bw
FT
Depth 144
T=Town C=City V=Village
T of AHNAPEE
Fire#
Street Address or Road Name and Number
BIRCH DR
Subdivision Name
(County of Well Location
31 KEWAUNEE
Co Well Permit No
W
Well Completion Date
September 8,1998
Lot#
Block#
Well Constructor License#
CHARLIES PUMPS & WELL DRILLING INC 143
Address
9504 CNTY D
City
FORESTVILLE
State Zip Code
Wl 54213
Hicap Permanent Well Jf
Common Well #
Facility ID (Public)
Public Well Plan Approval#
Date Of Approval
Specific Capacity
0.6 gpm/ft
3. Well Serves # of homes and or HOME
P (eg: bam, restaurant, church, school, industry, etc.)
M=Munic 0=0TM N=NonCom Private Z=Olhsr X=NonPot A=Anode L=Lanp H=Dri!l!mlc
High Capacity:
Well? N
Property? N
Gov't Lot or QE 1/4 of SE 1/4 of Section 32 T 25 N;R 25 E
Latitude peg. Min. Sec.
Longitude Deg Min. Sec.
2. Well Type 2 (See item 12 below) Lat/Long Method
l=New 2=Replacement 3=Reconstruction
of previous unique well # constructed in _S8—
Reason for replaced or reconstructed Well?
OLD WELL IN BASEMENT
1 l=Drilled 2=Driven Point 3=Jetted 4=Other
Well located in floodplain? N
Distance in feet from well to nearest: (including proposed)
4. Is the well located upslope or sideslope and not downslope from any contamination sources, including those on neighboring properties? y
9. Downspout/Yard Hydrant
10. Privy
11. Foundation Drain to Clearwater
12. Foundation Drain to Sewer
18 13. Building Drain 1
l=Cast Iron or Plastic 2=Other
24 14. Building Sewer 1 l=Gravity 2=Pressure
1 l=Cast Iron or Plastic 2=Other
15. Collector Sewer: units in. diam.
1. Landfill
16 2. Building Overhang
25 3. l=Septic 2= Holding Tank
73 4. Sewage Absorption Unit
5. Nonconforming Pit
6. Buried Home Heating Oil Tank
7. Buried Petroleum Tank
8. l=Shoreline 2= Swimming Pool
16. Clearwater Sump
17. Wastewater Sump
18. Paved Animal Barn Pen
19. Animal Yard or Shelter
20. Silo
21. Barn Gutter
22. Manure Pipe l=Gravity 2=Pressure
i=Cast iron or Plastic 2=Other
23. Other manure Storage
24. Ditch
25. Other NR 812 Waste Source
5. „i-ilIhole Dimensions and Construction Method
From To
Lower Open Bedrock
Dia.(in-)
9.9
surface
109
6.0
109
144
Upper Enlarged Drillhole
X - 1. Rotary - Mud Circulation —
— 2. Rotary-Air
— 3. Rotary - Air and Foam -—¦
— 4. Drill-Through Casing Hammer
— 5. Reverse Rotary
— 6. Cable-tool Bit _ in. dia —
— 7. Temp. Outer Casing . in. dia. depth ft.
Removed?
Other
Geology
6. Casing Liner Screen Material, Weight, Specification
From
To
6.0
SAWHILL USA A-53 GR B API-5L 18:97
WELDED JOINTS 21" NEW BLACK 6 5/8
surface
109
Dia.(in.)
Screen type, material & slot size
From
To
7. Grout or Other Sealing Material #
Method From To Sacks
. , (ft.) (ft.) Cement
Kind of Sealing Material
DRILL SLURRY
surface
109,0
Geology
From
To
(ft.)
_C_
CLAY
0
7
ju.
_s_
SAND
7
28
G_
GRAVEL
28
72
_C_
CLAY
72
106
L_
LIMESTONE
106
144
¦*r
15.0 feet
B ground surface
A=Above B=Below
10. Pump Test
Pumping level 40.0 ft. below surface
Pumping at 15.0 GP M 1.0 Hrs
b
Developed? Y
Disinfected? Y
Capped? Y
14 in. A Grade
A=Above
B=Below
12. Did you notify the owner of the need to permanently abandon and fill all
unused wells on this property? N
If no, explain STILL IN USE
13. Initials of Well Constructor or Supervisory Driller
Date Signed
9/21/98
Initials of Drill Rig Operator (Mandatory unless same as above) Dote Signed
RM 1/5/99
( )
Additonal Comments?
0\^EJ Sent Label? Y
Variance Issued?
More Geology?
-------
WISCONSIN UNIQUE WELL NUMBER
Source: grn- no detail
BK032
Property pilgrim
Owner
Telephone 920-487-2819
Number
Mailing RT 1 A|_qomA
dress
k ALGOMA
State
WI
Zip Code
54201
ICounty of Well Location
I 31 KEWAUNEE
Co Well Permit No
W
Well Completion Date
Well Constructor
License#
Facility ID (Public)
31000750
Address
Public Well Plan Approval#
City
State Zip Code
Date Of Approval
Hicap Permanent well ff
Common Well #
Specific Capacity
gpm/ft
State of Wi-Private Water Systems-DG/2
Department Of Natural Resources, Box 7921
Madison, WI 53707
Form 3300-77A
(Rev 02/02)bw
1. Well Location |_
Depth 70
FT
T=Town OCity V=Village
of
Fire#
Street Address or Road Name and Number
Subdivision Name
Lot#
Block#
3. Well Serves # of homes and or
PR (eg: bam, restaurant, church, school, industry, etc.)
M=Muuic O=0TM N=NonCom P=Priviite fcOlher X=NonPot A-Anodc L=Loop H=Drillliole
High Capacity:
Well?
Property?
Gov't Lot or SW 1/4 of SE l/4of SecUon 32 T 25 N;R 25 E
Latitude Deg, 44 Min. 35 Sec. 25.292
Longitude Deg 87 Min. 29 Sec. 15.709
Lat/Long Method
40
2. Well Type (See item 12 below)
l=New 2=Replacement 3=Reconstruction
of previous unique well # constructed in
Reason for replaced or reconstructed Well?
l=Drilled 2=DrivenPoint 3=Jetted 4=Other
4. Is the well located upslope or sideslope and not downslope from any contamination sources, including those on neighboring properties?
9, Downspout/ Yard Hydrant
10. Privy
.Well located in floodplain?
Distance in feet from well to nearest: (including proposed)
X
1. Landfill
2. Building Overhang
3. l=Septic 2= Holding Tank
4. Sewage Absorption Unit
5. Nonconforming Pit
6. Buried Home Heating Oil Tank
7. Buried Petroleum Tank
8. l=Shoreline 2= Swimming Pool
11. Foundation Drain to Clearwater
12. Foundation Drain to Sewer
13. Building Drain
l=Cast Iron or Plastic 2=Other
14. Building Sewer l=Gravity 2=Pressure
l=Cast Iron or Plastic 2=Other
15. Collector Sewer: units in. diam.
16. Clearwater Sump
17. Wastewater Sump
18. Paved Animal Barn Pen
19. Animal Yard or Shelter
20. Silo
21. Barn Gutter
22. Manure Pipe l=Gravity 2=Pressure
l=Cast iron or Plastic 2=Other
23. Other manure Storage
24. Ditch
25. Other NR 812 Waste Source
15. Pinhole Dimensions and Construction Method
Dia.(in.)
From
(ft)
To
(ft)
surface
Upper Enlarged Drillhole
-1. Rotary - Mud Circulation
-2. Rotary-Air
Lower Open Bedrock
Geology
Codes
-3. Rotary - Air and Foam
- 4. Drill-Through Casing Hammer
-5. Reverse Rotary
-6. Cable-tool Bit. in. dia
-7. Temp. Outer Casing .
Removed ?
Other
in. din.
. depth ft.
6. Casing Liner Screen Material, Weight, Specification From To
Dia. rin.V . Manufacturer & Method of Assembly tfL)
Dia.(in.)
Screen type, material & slot size
surface
From
To
7. Grout or Other Sealing Material
#
Method
From
To
Sacks
( Kind of Sealing Material
(ft.)
(ft.)
Cement
\ . Jl
surface
(' \
»• Geology
Type, Caving/Noncaving, Color, Hardness, etc
From
(ft.)
To
(ft.)
y. Static Water Level
feet ground surface
A=Above B=Below
10. Pump Test
Pumping level
Pumping at
ft. below surface
GP Hrs
11. Well Is:
Developed?
Disinfected?
Capped?
Grade
A=Above
B=Below
12. Did you notify the owner of the need to permanently abandon and fill all
unused wells on this property?
If no, explain
13. Initials of Well Constructor or Supervisory Driller
Date Signed
Initials of Drill Rig Operator (Mandatory unless same as above) Date Signed
Addil^n^-Comments?
Owner Sent Label?
Variance Issued?
More Geology?
-------
WISCONSIN UNIQUE WELL NUMBER
Source: grn - no detail
A0632
Property
Owner
MIKE MALCORE
Telephone 920 -487—3222
Number
Mailing N7429 B|rCH Dr.
Address
KEWAUNEE
State Zip Code
Wl
54201
State of Wi-Private Water Systems-DG/2
Department Of Natural Resources, Box 7921
Madison, Wl 53707
1. Well Location I
T=Town G=City V=Village
of
Form 3300-77A
(Rev 02/02)bw
Depth 140 FT
Fire#
Street Address or Road Name and Number
N7429 BIRCH DR.
Lot#
|County of Well Location
31 KEWAUNEE
Co Well Permit No
W .
Well Completion Date
Subdivision Name
Well Constructor
License #
Address
City
State Zip Code
Hicap Permanent Wellff
Common Well #
Facility ID (Public)
Public Well Plan Approval#
Date Of Approval
Specific Capacity
gpm/ft
3. Well Serves # of homes and or
PR (eg: barn, restaurant, church, school, industry, etc.)
M=Munic 0=0TM N=NonCom P=Privnto Z=Olher X=NonPot A=Annds L=Loop H=Drillllote
High Capacity:
Well?
Property?
Gov't Lot or pjE 1/4 of SE 1/4 of Section 32 T 25 N;R 25 E
Latitude Deg. 44 Mm. 35 Sec. 38.149
Longitude Deg 87 Min. 28 Sec. 57.565
Lat/Long Method
40
' L
2. Well Type (See item 12 below)
l=New 2=Replacement 3=Reconstruction
of previous unique well # constructed in
Reason for replaced or reconstructed Well?
l=Drilled 2=Driven Point 3=Jetted 4=Other
4. Is the well located upslope or sideslope and not downslope from any contamination sources, including those on neighboring properties?
Well located in floodplain? „ 9. Downspout/Yard Hydrant
Distance m feet from well to nearest: (including proposed)
1. Landfill
2. Building Overhang
3. l=Septic 2= Holding Tank
4. Sewage Absorption Unit
5. Nonconforming Pit
6. Buried Home Heating Oil Tank
7. Buried Petroleum Tank
8. l=Shoreline 2= Swimming Pool
10. Privy
11. Foundation Drain to Clearwater
12. Foundation Drain to Sewer
13. Building Drain
l=Cast Iron or Plastic 2=Other
14. Building Sewer l=Gravity 2=Pressure
l=Cast Iron or Plastic 2=Other
15. Collector Sewer: units in. diam.
16. Clearwater Sump
17. Wastewater Sump
18. Paved Animal Barn Pen
19. Animal Yard or Shelter
20. Silo
21. Barn Gutter
22. Manure Pipe l=Gravity 2=Pressure
l=Cast iron or Plastic 2=Other
23. Other manure Storage
24. Ditch
25. Other NR 812 Waste Source
d-illhole Dimensions and Construction Method
Dia.(in.)
From
surface
,,
To
(ft)
Upper Enlarged Drillhole
- 1. Rotary - Mud Circulation
~2. Rotary-Air
Lower Open Bedrock
-3. Rotary - Air and Foam
- 4. Drill-Through Casing Hammer
-5. Reverse Rotary
- 6. Cable-tool Bit. in. dia
- 7. Temp. Outer Casing .
Removed ?
Other
in. dia.
.depth ft.
Dia. fin.1
Manufacturer & Method of Assembly
From
(ft.)
To
(ft)
Dia.(in.)
Screen type, material & slot size
surface
From
To
7. Grout or Other Sealing Material
Method
Kind of Sealing Material
From
(ft.)
To
(ft.)
#
Sacks
Cement
surface
Geology
Codes
(£ Geology
Type, Caving/Noncaving, Color, Hardness, etc
From
(ft)
y. Static Water Level
feet ground surface
A=Above B=Below
10. Pump Test
Pumping level
Pumping at
ft. below surface
GP Hrs
11. Well Is:
Developed?
Disinfected?
Capped?
Grade
A=Above
B=Below
12. Did you notify the owner of the need to permanently abandon and fill all
unused wells on this property?
If no, explain
13. Initials of Well Constructor or Supervisory Driller
Date Signed
Initials of Drill Rig Operator (Mandatory unless same as above) Date Signed
AddibfiialiComments?
OwneqiSejt Label?
Variance Issued?
More Geology?
-------
WISCONSIN UNIQUE WELL NUMBER
Source: WELL CONSTRUCTION
TL916
cZef GREGORICH,JOHN
Telephone 920-845-1007
Number
Mailing E1978 STATE RD 54
Address
City
LUXEMBURG
County of Well Location
31 KEWAUNEE
State
Wl
Co Well Permit No
W
Zip Code
54217
Well Completion Date
August 2,2006
Well Constructor
RETZLAFF WELL DRILLING INC
License #
86
Address
PO BOX 61
City
LUXEMBURG
State
Wl
Zip Code
54217
Hicap Permanent Well tt
Common Well #
State of Wi-Private Water Systems-DG/2
Department Of Natural Resources, Box 7921
Madison, Wl 53707
.. Well Location
Form 3300-77A
(Rev 02/02)bw
Depth 143 FT
T=Town C=City V=ViI1age
T of AHNAPEE
Fire#
Street Address or Road Name and Number
BIRCH RD
Subdivision Name
Lot#
Block#
Facility ID (Public)
Public Well Plan Approval#
Date Of Approval
Specific Capacity
gpm/ft
3. Well Serves # of homes and or
p (eg: bam, restaurant, church, school, industry, etc.)
M=Munic 0=OTM N»NonCom P-Privale Z=Olhcr X=NoliPol /V Anodc L-Loop H=Dnllhole
High Capacity:
Well? N
Property? N
Govt Lot or NE [/4 0f NE 1/4 of Section 32 T 25 N;R 25 E
Latitude Deg. Min.
Longitude Deg Min.
2. Well Type ] (See item 12 below) Lat/Long Method
l=New 2=Replacement 3=Reconstruction
of previous unique well # constructed in
Reason for replaced or reconstructed Well?
1 l=Drilled 2=Driven Point 3=Jetted 4=Other
4. Is the well located upslope or sideslope and not downslope from any contam nation sources, including those on neighboring properties? Y
.Well located ii
N
Distanceln^let from^ir'to nearest: (including proposed)
1. Landfill
60 2. Building Overhang
75 3. l=Septic 2= Holding Tank
75 4. Sewage Absorption Unit
5. Nonconforming Pit
6. Buried Home Heating Oil Tank
7. Buried Petroleum Tank
8. 1 l=Shoreline 2= Swimming Pool
9. Downspout/ Yard Hydrant
10. Privy
11. Foundation Drain to Clearwater
12. Foundation Drain to Sewer
13. Building Drain
l=Cast Iron or Plastic 2=Other
14. Building Sewer l=Gravity 2=Pressure
l=Cast Iron or Plastic 2=Other
15. Collector Sewer: units in . diam.
16. Clearwater Sump
17. Wastewater Sump
18. Paved Animal Barn Pen
19. Animal Yard or Shelter
20. Silo
21. Barn Gutter
22. Manure Pipe l=Gravity 2=Pressure
l=Cast iron or Plastic 2=Other
23. Other manure Storage
24. Ditch
25. Other NR 812 Waste Source
S. Drillhole Dimensions and Construction Method
From
To
8.8
surface
110
6.0
110
143
Upper Enlarged Drillhole
X—1. Rotary - Mud Circulation
-2. Rotary-Air
Lower Open Bedrock
Geology
Codes
^"Tjeotogy""^^^^^^^ From To
Type, Cavins/Noncaving, Color, Hardness, etc (ft.) (ft.)
- 3. Rotary - Air and Foam
- 4. Drill-Through Casing Hammer
- 5. Reverse Rotary
- 6. Cable-tool Bit n. dia
- 7. Temp. Outer Casing _
Removed 7
Other
in. dia.
_ depth ft.
6. Casing Liner Screen Material, Weight, Specification
From
To
6.0
WHEATLAND STEEL PE 18.97 PER FT
BLACK NEW ASTM-A 53-B MADE IN USA
surface
110
Dia.(in.)
Screen type, material & slot size
From
To
7. Grout or
Methoc
Other Sealing Material §
From To Sacks
... . . . (ft.) (ft.) Cement
Kind of Sealing Material
CLAY SLURRY
surface
110.0
CG CLAY & STONES
50
S SAND
50 90
CG CLAY & STONES
90 110
L LIMESTONE
110 143
9. static Water Level
27.0 feet B ground surface
A=Above B=Below
10. Pump test
Pumping level 60.0 ft. below surface
Pumping at 25.0 GP M 1-0 Hrs
11. Well Is: 24 in. A Grade
Developed?
Disinfected?
Capped?
Y
Y
Y
A=Above
B=Below
12. Did you notify the owner of the need to permanently abandon and fill all
unused wells on this property? Y
If no, explain .
13. Initials of Well Constructor or Supervisory Driller
JR
Date Signed
8/2/06
Initials of Drill Rig Operator (Mandatory unless same as above) Date Signed
Additonal Comments? ' Variance Issued?
Owner Sent Label? y More Geology?
23529708
Batch 1039
*
-------
(/.v.- ,
i-. >•'
695'
r:V/
'690
v .'.'";'', '
{ '>?; , ...
fep;-V -v: : • :
\ i ; -¦¦ ¦¦ ; ;
by/:."iv-/; 685
WATER ELEVATIONS
date elevation
'• 'f - I ..
II "V, .
¦ • 1*. I •
T. \:'-
. .».¦•., i
t V'..-..,'
l' ' • »1 '1 I
.<
' ..-s
.. • •' *, <.'
k'f ¦'C:* ' ' I '
M V
685
. • , . . «;
680
.
675
¦' ¦ -
a .- .
^ | 670
V's(, A
11-20-80
12-10-80
1-13-81
2-2-81
5-14-81
6-10-81
7-14-81
8-17-81
11—9—81
5-3-82
5-26-82
8-6-82
8-19-82
M-IO-82
12-22-82
2-16-83
5-11-83
6-8-83
6-22-83
8-29-83
9-12-83
9-30-83
679.45
680.15
679.35
680.35
681.55
680.85
680.55
680.15
680.25
681.65
681.25
682.15
681.85
680.85
681.55
681.15
682.75
682.15
68Q65
681.55
681.55
m,'1
665
' , • Vi
Wm 660 :
f.* : -;1'. r.;'-. ...' i ¦'
^^¦li:::-;655'-.
!• I '• •jk '
C:' f ' "
650
Vf.*.•* •
l..I I, .. .
il:u!,-¦ I ;v ¦¦•'
Uvv.-{ . .vs-.- . <
I.'-' :. I *:• • • :! '' .
h -... '¦ '
i. -vy
PI!;I70512
I ' '"•* '*
.• 4i * .v^V-
: ¦ t « I : ' if ¦" m
v'v^vv";.;
i'':1-'' •'•'¦v-•
WATER ELEVATIONS
DATE ELEVATION
s.V.f.ry: I .».«•
•• ;:,y
fl • 'V •
• 1 •'
;::i;69C)
i!':" I . (¦ ' •
'¦ ••••:, '.-¦¦¦ ¦
t . 1,11' I ' -
¦ H
.V.^v •/. I
i^b^B85
11-20-80
12-10-80
H3-8I
'2-2-81
5-14-81
6-10-81
7-14-81
8-17-81
II- 9-81
5-3-82
5-26-82
8^-6-82
8-19-82
11-10-82
12-22-82
2-16-83
5-11-83
6-8-83
6-22-83
8-29-83
9-12-83
9-30-83
682.14
676.66
676.86
676.66
678.46
677.95
677.66
677.56
677.66
678.96
678.56
679.26
678.76
677.86
678.76
678.26
679.56
679.26
679.26
67856
678.26
678.36
, :"V V
», . ' '•
680
[
675
J • ;•
i::
.. rm .
v.'.' ;
V/'.i.-
m:;'\ -r^rx
! - I.,-- ¦ I :f -
i'660
. r.
f •••
•r'l" i ' I •" ¦¦ ''i' ^ ¦*. -¦S.'
i 'v:;v .^'.V .; ;
II®te ¦
Vi; 1r...
y\
;¦ " 'T!'
.1 CLIAN^mNT CAOI-OUT
B-l
OW-I
nnf
A/J
l"nn
695.45
ui —i
682.00
679.00
%
ny.
%
f
n
653.95
B~5
0W-5
1o
V
%
&
'» <>
698.64
1"
P
!.w
r?v-
W
&
5*
; —o
•680.00
675.00
657.14
B-2
0W-2
WATER ELEVATIONS
DATE ELEVATION
11-20-80
12-10-80
1-13-81
2-2-81
5-14-81
6-10-81
7-14-81
8-17-81
11 — 9—81
5-3-82
5-26-82
8-6-82
8-19-82
11-10-82
t2-22-82
2-16-83
5-11-83
6-8-83
6-22-83
8-29-83
9-12-83
9-30-83
679.97
68127
680.67
681.27
681.97
681.47
681.27
681.07
680.67
681.97
681.77
683.87
682.77
681.37
682.27
681.97
684.17
684.27
683.97
68327
682.77
683.27
sra
V#
* A
0 O
4 *
¦r-9-
687.57
%
• <
vW
l!^
: ...;i
682.00
679.00
655.57
B-6
B-6A
0W-6A
WATER ELEVATIONS
DATE ELEVATION
11-20-80
12-10-80
1-13—81
2-2-81
5-14-81
6-10-81
7-14-81
8-17-81
11-9-81
5-3-82
5-26-82
8-6-82
8-19-82
11-10-82
12-22-82
2-16-83
5-11-83
6-8-83
6-22-83
8-29-83
9-12-83
9-30-83
678.66
678.26
676.46
678.46
679.46 ,
678.96
678.46
678.16
678.46
679.76
679.26
679.96
679.46
678,66
679.36
679.06
680.06
680.16
679.86
679.36
679.06
679.16
to"
i"'V
~ * ¦*
v;>
r.
r.'.'.-
.•I »
- •.'!
• w'
703.75
^701.36
678.75
ABANDONED
'•;v:
•*/.«
y.u
?!*•
V/'.H
'k'
'ri;
'X-S-
J
l^Mrl
681.00
675.00
662.36
i
B~3
0W-3
WATER ELEVATIONS
DATE ELEVATION
11-20-80
12-10-80
1—13 — 81
2-2-81
5-14-81
6-10-81
7-14-81
8-17-81
11-9-81
5-3-82
5-26-82
8-6-82
8-19-82
11-10-82
12-22-82
2-16-83
5-11-83
6-8-83
6-22-83
8-29-83
9-12-83
9-30-83
677.52
679.00
678.60
679.00
680.40
679.70
679.40
678.80
679.00
680.70
680.20
681.20
680.60
679.40
680.90
680.10
681.70
681.80
m
680.60
680.40
B-7
'JKV
m
699.10
689.82
681.00
675.00
rr>n
653.32
B -4
OW-4
WATER ELEVATIONS
DATE ELEVATION
11-20-80
12-10-80
I —13—81
2-2-81
5-14-81
6-10-81
7-14-81
8-17-81
11-9-81
5-3-82
5-26-82
8-6-82
8-19-82
11-10-82
12-22-82
2-16-83
5-11-83
6-8-83
6-22-83
8-29-83
9-12-83
9-30-83
676.86
678.66
678.16
679.06
680.16
679.36
678.86
678.46
678.56
680.46
679.76
681.86
680.56
678.96
680.66
679.86
681.76
681.76
681.16
680.45
680.45
680.05
r0
;4
ha
4^
>
o '
i*.
V *
H '-if.
V.i
683.86
681.00
STSlQQ.
695
690
685
680
675
i
>«<>£l
v°»
&
654.36
670
665
660
655
650
B— 9
0W-9
B-8
705
700
680.60
678.60
v.-n
698.38
695
690
685
679.83
678.38
680
WATER ELEVATIONS
DATE
ELEVATION
11-20-80
-0-
12-10-80
—
1-13-81
—
2-2-81
—
5-14-81
—
6-10-81
677.30
7-14-81
676.80
8-17-81
676.50
11-9-81
676.70
5-3-82
678.00
5-26-82
677.60
8-6-82
678.20
8-19-82
677.70
11-10-82
676.90
12-22-82
677.90
2-16-83
677.30
5-11-83
678.50
6-8-83
678.20
6-22-83
678.30
8-29-83
677.40
9-12-83
677.40
9-30-83
677.50
675
670
665
660
655
LEGEND
well screen
E23SEJ OUT WASH = SANO AND GRAVEL, INCLUDES
SOME INTERBEDDEO CLAY, SILT
AND SAND (SM , ML)
CLAYTILL = M m G-RCA^^,^E SAN°
LOAMTILL - BROWN
ORAVEL (tL,CL,ML,ML)
OW = OBSERVATION WELL
SEE REPORT FOR FURTHER SOIL ANALYSIS a WELL DETAIL
Irf/WV?
' i '•
Lr '
i' *. ~
,v-:
I ."'V
'ni
l/.V
U/i
#
y
\ 1
I •' *
t
A '
•V
iv\;
. \
\*'y
;/
I'ijf
vi
it**
\f '<
V:
I v-
Ir t
k'
II
\6
702.78
680.00
675.00
\m*
f
i/1
K'
l-'<
£Vt
!•
! tA
r
I'j
•f
&
V
fy
I- <
r'
i
• It
•'<
IJ-
\z
700
695
690
685
680
675
670
665
660
631.98
655
650
645
640
635
630
ALGOMA LANDFILL SITE
•CA"' l"8 5'
APPROVED BVl
DRAWN BY (3,F. H , |
datb. 1-8-81
REVISED 1
GEOLOGIC CROSS SECTIONS
BREY, STUEWE , AND BRAUN , INC.
DRAWING NUMBtR I
M-8710
JH. H :Q1|P
SHEET 4 OF 14
-------
r
RMT
LOG OF TEST BORING
PROJECT: AM If
LOCATION: ftlkfrUA ,001
BORING NO.: e>vU"Ti VV ^ 7t.3
^ i/V COvvi**-!,.
d/»p."0AcUiV\^ aA ilH" flV\ w»i"t «
-h ujT4^ -UC} bvv4 VMUC-K
mcr^ ^vV4
EPflCft \lA ^j sro r
BOREHOLE DIAMETER:
9
DRILL RIG: , _
-------
f
RMT
LOG OF TEST BORING
BORING NO.iQtQ-^-g.
SHEET X
of
PROJECT:
fttAUT
PROJECT NO.: Z4Tig3Z^
LOCATION: AU^OMA ¦ ^0 <
SURFACE ELEVATION:
SAMPLING NOTES
INTERVAL
RECOVERY
NO. TYPE
BLOWS
DEPTH
(ft.)
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
GENERAL
WELL
CONSTRUCTION
kc
K_
; —gSmjfs-: ;aw
ZD'
Z2_-
Z4-.
£4,.
2&>
3D.
F-204B (R 09-87)
-------
tiff
LOG OF TEST BORING
¦¦OJECTt AIaou**- 1 £LL
I NO.:
OUJ-IQ
SHUT
PROJECT NO.; 1^93. 2/
LOCATION:
A1
ihmuep*Y;
Ofii
tut
SURFACE ELEVATION:
CHEW CHIEF:
PTl .
*L -rl.^ I LOOPED BY: -I-PV
1 I CHECKED BY: jtU
mm
"interval
¦XflkrtLfl
mi
VERY
BLbwAI H
DEPTH
(ft.)
to ¦
I •>
la
2* <
Vo
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
f U'fOu i *n
0-£ ' top "5go ? (A/ Ooo*"
3.-^'. Pi\\ | » i i fPo^lrc
.£<3/2 i
£pa*.vJU.
GENERAL
WELL
CONSTRUCTION
NOTES
WATER LEVEL OBSERVATIONS
DMLUNQ METHODS:
FIRST OCCURENCE:
L)?h * Xb
DATE/TIM
BOREHOLE DIAMETER:
8 "...OAfl
DEPTH
TO WATER
ORHJ.RM:
CHE r rc
F-204A (R 0M7)
-------
r
iMfT LOG OF TEST BORING
BORtNONO.: OU MO A
SHEET { of 1
PROJECT: a\fcQ^A IW^H
PROJECT NO.: ^ |
SURFACE ELEVATION: ~J rD7 . 1
CREW CHIEF:
-T3|ffl3E
INTERVAL
—TTPf
m
3
r
«/<,
.ss
5S
Tivi^t-*-v | LOGGED BY: ~W \ CHECKED BY: gh\y/
BLOWS
ERV tt
*
J--
/Ci
DEPTH
(«.»
10'
1%
*>¦
3'
V«.
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
c-/1 ~Cj» / voolf tooc
l-f f'©vor *¦»•»
+4-OU - |Va
•x -
U-<-» ' 1»S» /
"""Jtiw. g**=uC. ^ l.^KV- ^,o~»
»—v.4, fjt'n&v J /*>vCd ,
W^cO*.,? / ha, j ? /le-.i .j A^^iOaiccJ
V^,H£,U Jl'&tali, 6p«^J-, ( s f-SM)
fjXb'
^JYVN pr6e.lc^ ®3 rm ^ i *""CA. ' **£$0
DtO-IO
GENERAL
WELL
CONSTRUCTION
NOTES
WATER LEVEL OBSERVATIONS
DRILLING METHODS:
H * *¦ lb ftf A
FIRST OCCURENCE: .
0ATEm«E
ft-ia.-fi?/
oa^.s
W-i-«/ _
/ MOi
BOREHOLE DIAMETER:
-------
State of Wisconsin
Department of Natural Resources
Route To:
~ .Solid Waste ~ Haz. Waste
~ Emergency Response ~ Underground Tanks
~ Wastewater ~ Water Resources
~ Other
License/Permit/Monitoring Number
SOIL BORING LOG INFORMATION
Form.4400-122 7-91
Page 1 of 1_
Facility/Project Name
oring Number
CW-IOR
Boring Drilled By (Fifth name and name of crew chief)
WTD Environmental Drilling
Chuck Blunt
Date Drilling Started
11 / 1 6 / 9 3
MM DD Y Y
Date Drilling Completed
11/17/93
Tt M D D Y Y
Drilling Method
Mud Rotary
^sUftiqaesWelL ffcu
Common Well Name
OU-IO^
Final Static Water Level
FeetMSL
Surface Elevation
FeetMSL
Borehole Diameter
6 inches
Boring Location „ ,,
State Plane 7.V1, ^*11
N. ZfG»S3.(o83 E S/C/N
1/4 of SE 1/4 of Section 2. . T _2S_ N, R E/W
Lat.
Long.
~ N
.Feet a S
~ E
.Feeta W
County
Kewaunee
DNR ^ount^Code
Civil Town/Citv/ or Village
Algcma
Sample
.8
E
.S
1
¦s £
= 8
J3£
Soil/Rock Description
And Geologic Origin For
Each Major Unit
f *
E
cd
w
O)
o m
55
c
o
ss
¦§1
Q)
COQ.
Soil Properties
2§
1 =
Oo
SO
12:r
5'p
err
rt E
CL-J
o
o
CM
to
c
03
,E
g£
Oo
cco
].
],
Jl
r5
r3-0
ji5
I"20
E"25
I-30
^-35
t"45
¦5G
TOPSOIL T
Earth Drill
(No Sampling)
Brn. F-C SAND w/Gravel &
Cobble, Seme Boulders
-55
-60
E.O.B. @ 50.1'—
Well Set @ 35.0'
that the information on this form is true and correct to the best of my knowledge.
22
Firm
WTD Environmental Drilling
This fdfin is authorized by Chapters 144.147 and 162, Wis. Stats. Completion of this report is mandatory. Penalties: Forfeit not less
than S10 nor more than S5.000 for each violation. Fined not less than S10 or more than $100 or imprisoned not less than 30 days, or
both for each violation. Each day of continued violation is a separate offense, pursuant to s» 144.99 and 162.06. Wis. Stats.
J'
-------
-------
H
LOG OF TEST BORING
—TC\ —~~
BORING NO.: OCJ -HA
/ * 2.
Z/~
yflpJgCT! C\\^0lV\A L
PROJECT WO.
SURFACE ELEVATION: 7 q "V. n ~2-
TncATIQN: k.1
nWUEQBY:
CHEW CHIEF:
'5"aMPUW<
f.Tl
ILOGGED BY: TP y
CHECKEO BY: J£U
ytBL
-INTEHVAt
¦RzriSE!
FtSbOVERY '
blows! h
DEPTH
(«•)
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
GENERAL
WELL
CONSTRUCTION
a - f
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I~/ V-VVC1
i-
iM L'i>
3;- .s"S"
w--6"
T«,*.v l./ *-«<»
V
— &3w
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NOTES
WATER LEVEL OBSERVATIONS
DRtLLINQ METHODS:
FIRST OCCURENCE:
^oV-aKv^
DATE/TIME
BOREHOLE OIAMETER; a. 2.r - fa *'
?r- i-"
t^Kter
DRILL RIG:
£"//& -7£V
DEPTH
TO CAVE IN
1
MO4A(H0M7)
-------
PQKt LOG OF TEST BORING
BORING NO.: OW - 1 | A
SHEET Z_ of <2.
pdOJECT: >v\ A. L1^ & 1
PROJECT NO.: / W3, 2. /
SURFACE ELEVATION: 7 0 . C Z—
DRILLED BY:
P.T
CREW CHIEF:
SAMPLING
INTERVAL.
IK Ityptl
BLOWS
J*V
LOOOED BY:
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DEPTH
(«¦)
to
CHECKED BY:
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
So*.'1
0=» IWICH
c<££ OcO-h
GENERAL
WELL
CONSTRUCTION
NOTES
WATER LEVEL OBSERVATIONS
DRILLING METHODS:
fcr^i
FIRST OCCURENCE:
DATE/TIME
BOREHOLE DIAMETER: ¦>
W
DEPTH
TO WATER
DRILL RK>:
CK& -7*0
DEPTH
TO CAVE IN
F-204A(R 09-87)
-------
Wt
LOG OF TEST BORING
BORING NO.:
d:
cafiM CHIEF: | LOGGED BY: 77V
| CHECKED BY:
SAWPUW
"iffTERVAL
V/>
££
55
VERY
BLOWS
fc-2/
-it
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DEPTH
(R>
/j .
/r
2T
So
Jr
Vo
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
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38.
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GENERAL
_ WELL
CONSTRUCTION
NOTES
WATER LEVEL OBSERVATIONS
DRNJJNG METHODS:
o-l' i 6 vt" JO "54
7- Wl* 'J* ^ M/ hh*.*n\Q
FIRST OCCURENCE:
DATE/TIME
BOREHOLE DIAMETER:
«_l % " oJr ^>c~a£- i
DEPTH
TO WATER
DRILL RIG:
CW 6-?>"J
DEPTH
TO CAVE IN
-------
r
LOG OF TEST BORING
BOMNONO.:
0^-12.
SHEET
2. of
PROJECT: *
LOCATION:
DRILLED BY: eri
CREW CHtgf: Ta!b->'cs | LOGGED BY: 1(V
¦L
1
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%
%
%
fk
10
1>4
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55
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1
DEPTH
(It)
6a"
¦70
7r
53
PROJECT NO.: /V95. 2-/
SURFACE ELEVATION: 7 C
-zs -&» I ^KTi
CHECKED BY:
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
t ¦»-»¦>*>-*y 'ustU
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F-2O4A(R0M7)
OENERAL
WELL
CONSTRUCTION
•X NOTES
WATER LEVEL OBSERVATIONS
mtLWaMETHOOS:,. „
0-1 : b^"X»
t-S4t. r^.'co/'t w/ ^
%i"- •/T'S riiia"*- (J/ uioC- f"1*
¦i " d»»
-------
Tffi
LOG OF TEST BORING
BOWNO NO.:
SHEET
PROJECT NO.:
project: A u«i|;ii k?/
LOCATION:
to I
PRILLED BY: GL ri
CflEW CHIEF:
Kfco TjiirtWrt-
LOQOED BY:
TP*
SURFACE ELEVATION: Z . 9
I q-ag-flg ~SmL. 10- \ -00
CHECKED BY: gHJ
"INTERVAL
16. IfyVE I
«3S
VEHY
BLOWS I ¥
DEPTH
(«¦)
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
JfcT~£a' Ji\l> Cn»y ^S>IK,
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93.r-)oo.o ,x° ~ A.ttti
GENERAL
WELL
CONSTRUCTION
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CdVvvp£e,k<4 C»
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NOTES
WATER LEVEL OBSERVATIONS
DRILLINGMETHODS: o-T . 6'4* 3 i> ***
1'^SS i*^'1 ~A.«.»€. w»«i
^ j T* for- < y
np?nr'"-
TO WATER
OMLLRKl:
Che -isv
0CS*T9t'
TO CAVEM
MOM (R0M7)
-------
r
Tffi
LOG OF TEST BORING
PROJECT;
LOCATION:
JV
A.
L* a (A
DRILLED BY;
CHEW CHIEF: n Ta.
wV tA. I LOOPED BY: TP
-JMZZ
BORING NO.: & LJ - ( i
SHEET
PROJECT NO.:
Q* I
SURFACE ELEVATION:
H-iA-sa
\ CHECKED
BY:
t>°\Q. 3
Qf'AZ-<9#
IN
%
7*.
%
msr
BLOWS
SS MW«*
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Will
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16
ie
16
10
DEPTH
(It)
io>
l?>
•to'
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3»
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VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
0-1 . Ibf -to,I
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tja W\ o'i
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l-i-Ni hple , t^t^K
Cet-v^w
QENERAL
WELL
CONSTRUCTION
NOTES
WATER LEVEL OBSERVATIONS
DRHXlNa METHODS:
FIRST OCCURENCE:
6V'X0 H^A-
DATEfllME
)3*
^-43-S«/
o8os"
BOREHOLE ^M^METER:
DEPTH
TO WATER
U'
ORMLL
rne
75Z>
DEPTH
TO CAVE IN
ujf'
ujo/Sx
F-J04A (R 0M7)
-------
r
(
\
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LOG OF TEST BORING
PROJECT:
LOCATION:
A A L *r w. 6 (1
DRILLED BY:
X\ a^iA/- A bJ I
JUUi
BORING NO.:
SHOT
«X /
PROJECT NO.:
SURFACE ELEVATION:
CREW CHIEF: TV* r* I LOGQED"i^
6ahHJUA
INTERVAL
M>. IfVP*
miT
Btdwal h
DEPTH
(!»¦>
IO
J*
I,.,, ¦ i ^
JSfiUrm: Q-zi-fSff Ifflhm- V- 3S-68
IP vr | CHECKED BY: I/
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
C-
vi. -*.S-K cte^ , ^ v <>_-&- ,
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ucfiii Ou> - ii
GENERAL
WELL
CONSTRUCTION
NOTES
DRILLING METHODS:
I/, <4
fY'lD //SM
BOREHOLE DIAMETER:.
fi>" oh
OMLLRKk
CH E -7^
WATER LEVEL OBSERVATIONS
FIRST OCCURENCE:
13
i
DATE/TIME
DEPTH
TO WATER
DEPTH
TO CAVE M
-SB/
/8\
f89>
F404A(RQM7)
-------
LOG OF TEST BORING
llZ
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BORING NO.;
CXO ~lM
SHEET t ot -Z.
PROJECT NO.; Z-l
"SURFACE ELEVATION:
i™. 9-^88 I 9- j* - ^
CHECKED BY:
*•1"
I
5S
s&
ss
CSI2J
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d/4ov>»» Li • _
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GENERAL
WELL
CQH8TRUCTI0W
[OMUINa METHODS:
i^"Xb HS>?
jlOWEHOLE jjMAMETER:
|W*XRW;
CHE 7£g
^WAfflOMT)
msToccuRm: ty-
DATE/TIW
DEPTH
TO WATER
DEPTH
TO CAVe IN
-------
wr
LOG OF TEST BORING
BORING NO.:
SHEET
rtuy-1M
*
PROJECT: ftU^t Undf.ll ¦£)
LOCATION:
PROJECT MO.; ) y l|\| t 1 ft Get
^•"l , p*-0 UroJ.ni , H»jO vWl) (.SM-n
Mo - Mo.T li^KIr Man ^ ^ M-t (Uw" "
Y^itd t y^JLC ^ M-lr" #*J0 '<
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Nj-vt ^aoJl , $>*«- a ,
ieuict ( ^ Is*>
E"oB> i HS.s^ir
Ori iWi c»-. , rij^
OlO-IH
GENERAL
WELL
CONSTRUCTION
0
NOTES
WATER LEVEL OBSERVATIONS
DRILLING METHODS:
I/. "> t~
FIR8T OCCURENCE:
6 Vj/>
DATE/TIME
Up-
¦ofHHOu QUMereiii
if
DEPTH
TO WATER
DRILL RIO: _
CM£ 1*4
DEPTH
TO CAVE IN
F-204A (H 0M7)
-------
tm
LOG OF TEST BORING
BORING NO.:
SHEET
n uJ- /S~
±
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PROJECT:
PROJECT NO.:
tM.
LOCATION: ft I upi*A -4
DRILLED BY: Ve t r
iJJ
SURFACE ELEVATION: £, 7 ^
£jl
ES^i.
9--2g -£6>
CREW CHIEF; U.V\
LOOSED BY:
7*py
CHECKED BY; Jp>,/
SAlfltM
INTERVAL
¦h'MHU 1
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s&
t,s
ss
i
IV
BLOWS
H/&I
if
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DEPTH
(ft.)
^4«
&
VISUAL CLASSIFICATION
ANO GENERAL OBSERVATIONS
o- A • .cV&i&i (
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AOuMjQ 1
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GENERAL
WELL
CONSTRUCTION
NOTES
WATER LEVEL OBSERVATIONS
DNHXINQ METHOOS:
FIRST OCCURENCE:
-ftfrrD H*A
l&.s
i
DATE/TIME
BOREHOLE
y"ob
DEPTH
TO WATER
ORKJ. RKJ:
C. HE - T^O
DEPTH
TOCAVCM
F-804A (R 09-87)
-------
mi
LOG OF TEST BORING
BORING NO.: \Ca
SHEET f
JL±
PROJECT:
PROJECT NO.: ,~g/Z
LOCATION:
SURFACE ELEVATION:
SAMPLING NOTES
INTERVAL
RECOVERY
NO. TYPE
BLOWS %
DEPTH
(ft.)
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
GENERAL
WELL
CONSTRUCTION
TRUC
17
4.
&>
1
zo —
—
28'
32-
3&».
L-oG~ ~ n
/ - (p->
t-Wc vJ^rS; £> £.1*1 A
u.o
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17
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2.1
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28,+ -
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2
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= • -
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F-204B (R 09-87)
-------
mm
LOG OF TEST BORING
BORING NO.: o - 11
SHEET
1
PROJECT: |Cym Hr
PROJECT NO.: ZA-
LOCATION:
SURFACE ELEVATION:
DATE.
DRILLED BY: E 4 F
1 STARTED: 10-lsS"~'^'2- I COMPLETED: IC?-i5-9Z-
CREWCHIEF: 6-, mi4l2K^y£A\" | LOGGED BY: R. <\/a o4G-H-/v| | CHECKED BY:
SAMPLING NOTES
...
INTERVAL | RECOVERY
NO, TYPE
z
3
ss
*5
i
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BEm
I
7
y
4
%
1%,
I
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/«
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y
/i;
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18"
DEPTH
(ft.)
4
L>
1.6 ~
e
10
n-
i 5,c —
/£?"
n.o
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
LcAM Ct-A^J ~h~.
5TVR.'Y'V r-eddisU m 3.01 (jTi uJ)
3>
&-/LAQZD wJlTW 6-t£i4\JC.<—,
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GENERAL
WELL
CONSTRUCTION
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(Tlu-U)
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la/cioAy ^ wieiV}',
NOTES
WATER LEVEL OBSERVATIONS
DRILLING METHODS:
'~>/sTO Z.S.S-
FIRST OCCURENCE:
*23 srrjQ o>o Qiftiu- ^«at>-
28 A ,A/ foc>/Q
DATE/TIME
BOREHOLE DIAMETER
DEPTH
TOWATER
DRILL RIG: _ v /
DEPTH
TO CAVE IN
F-204A (R 09-87)
-------
w
c
MP
PROJECT: AM^
LOCATION;
NJO
1^0
,.s»
NP
RMT
LOG OF TEST BORING
SAMPLING NOTES
INTERVAL I RECOVERY
NO. TYPE
J
b
2»S
SS
EH2EI
%
I
x
%
h
X
7
' h
7
h
%
IT.1'
8
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ZZ-
2.S.O.
lo"
'2fy*
26"
DEPTH
(«.)
f
ZG-
zrrO
ib
30-
3L-
3A>
3S
%¦
1ZL
BORING NO.: £n-J-\"\
SHEET Z_
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PROJECT NO.: 5~2-
SURFACE ELEVATION:
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
GENERAL
WELL
CONSTRUCTION
(SP)
As- b~4-
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cti*r«jAT •
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e.
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-------
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F-204B (R 09-87)
-------
F-204B (R 09-87)
-------
h ah.
ma
LOG OF TEST BORING
PROJECT: AMUT
LOCATION: ftUGQtHA ,
DRILLED BY: g.-p
CREW CHIEF:LOGGED BY: J \Um,6->4/0
SAMPLING
INTERVAL
NOT TYPE
NOTES
RECOVERY'.a
BLOWS | •?£
BORING NO.:
SHEET j
of
PROJECT NO.: Z.«V7&. 32-
SURFACE ELEVATION:
STARTED: 10^'
DEPTH
(ft.)
CHECKED BY:
I COMPLETED:
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
GENERAL
WELL
CONSTRUCTION
1^"
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mo
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&en-
i a«»
R
A
3
2 -
4- ¦
5,, h.'VKO.A
n/vaWl",
• Watip<- <®L Clol
T-ill (^>i^}
fiV»? "To »AJ/\
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5S
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(o '
70
6
S3-
m
iz
14-
I
14'
i(»
01
-- S.
s
N
&MC h 6 A 3cJ£ £?P)
NOTES
DRILLING METHODS: .
4/4" ilJA w/ 2" S.S
BOREHOLE DIAMETER:
:
DRILL RIG: /
OM£-75tjTfrTV.
Jb
WATER LEVEL OBSERVATIONS
FIRST OCCURENCE:
8,' IM H-M-
DATE/TIME
DEPTH
TO WATER
DEPTH
TO CAVE IN
F-204A (R 09-87)
-------
LOG OF TEST BORING
BORING NO.: 6U) -i
SHEET
of -Z.
PROJECT NO.: & t S
SURFACE ELEVATION:
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
GENERAL
WELL
CONSTRUCTION
T
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F-2040 (R 09-87)
-------
im
LOG OF TEST BORING
BORING NO.; 6W -
SHEET
01 "Z.
PROJECT: AML-F
project no.: X478, Al-
location: (\lgc*aA, '
SURFACE ELEVATION:
DRILLED BY:
1 STARTED: 10 -) ^ ^ 1 C&MPLETEP: IO ' IZ ~ 'VZ-
CREW CHIEF: <5-. | LOGGED BY: ft ^{^a)
CHECKED BY:
SAMPLING NOTES
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VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
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GENERAL
WELL
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/ /
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WATER LEVEL OBSERVATIONS
,inu MBinuua: .
W USA w I z'
FIRST OCCURENCE:
9. *1" ftf £»PBfi»Nj.
DATE/TIME
BOREHOLE DIAMETER:
DEPTH
TO WATER
DRILL RIG
ML-ISO / ATM
DEPTH
TO CAVE IN
F-204A (R 03-67)
-------
JQtfT
LOG OF TEST BORING
BORING NO.:
SHEET Z.
of ~2-
PROJECT: AMtf
PROJECT NO.: 3 2-
LOCATION: , W V
SURFACE ELEVATION:
SAMPLING NOTES
INTERVAL RECOVERY\a
NO. I TYPE | I BLOWS I •%
S
10
II
5
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7
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24^ _
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DEPTH
(ft.)
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VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
GENERAL
WELL
CONSTRUCTION
burt 6" joAe.
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F-204B (R 09-87)
-------
mr
LOG OF TEST BORING
BORING NO.igjyj -2Q
SHEET \
of |
r
PROJECT: AM Up
PROJECT NO.: Z*f7ff ~y2->
LOCATION: AUjOwAA.WH
SURFACE ELEVATION:
SAMPLING NOTES
INTERVAL I RECOVERY
NO. TYPE
EH
%
DEPTH
(«•)
z —
ft
*5
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
r I —
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F-204B (R 09-87)
-------
j»4
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ND
NO
NO
mm
LOG OF TEST BORING
PROJECT: AMU=*
LOCATION: fi, LtW)M A . L v j
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VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
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NOTES
WATER LEVEL OBSERVATIONS
IC.
DRILLING METHODS: .
4'A" I45A -/ *"
s.V
FIRST OCCURENCE: . 1 , , ,
£,5 ikj ^SA
DATE/TIME
BOREHOLE DIAMETER:
Tl
DEPTH
TO WATER
DRILL RIG:
C^C-fSO
F-204A(R 09-87)
DEPTH
TO CAVE IN
-------
tm
LOG OF TEST BORING
BORING NO.:
SHEET 2.
ol
c
I #
1
PROJECT:
PROJECT NO.: 3 ^
LOCATION: , UJ> I
SURFACE ELEVATION:
SAMPLING NOTES
INTERVAL[RECOVERY"
NO. TYPE
MD
MD
NO
"aJD
5'
8
I
S3
S3
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1
7
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(ft.)
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F-204B (R 09-87)
-------
LOG OF TEST BORING
PROJECT: ftjULS
BORING NO.:
SHEET L
of
PROJECT NO.:
LOCATION: AL&flHAA . UJ I
SURFACE ELEVATION:
gfffrED: IP-Urt?-
DRILLED BY:
CREW CHIEF: LOGGED BY: R,\/Al
CHECKED BY:
SAMPLING NOTES
INTERVAL I RECOVERY
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DEPTH
(ft.)
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VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
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-1
-------
L
LOG OF TEST BORING
|d&
BORING NO.: £>QJ> -Z.Z.
SHEET
of
PROJECT NO
SURFACE ELEVATION:
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
GENERAL
WELL
CONSTRUCTION
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F-204B (R 09-87)
-------
State of Wisconsin
Department of Natural Resources
Route To:
CD Solid Waste
d Emergency Response
CH Wastewater
CD Hat. Waste
Q Underground TankB
D Water Resources
CD Other
Soil Boring Log Information
Form 4400-122 7-91
Page 1 of 2
Facility/Project Name
ALGOMA LANDFILL 2478.62
License/Permit/Monitoring Number
Boring Number
OW-22R
Boring Drilled By (Firm name and name of crew chief)
Environmental and Foundation Drilling, Crew Chief:
G. Markgraf
Date Drilling Started
9/20/9/3
Date Drilling Completed
9/20/9^
Drilling Method
HSA 4 1/4"
DNR Facitity Well No.
WI Unique Well No.
Common Well Name
OW-22R
Final Static Water Level
Feet MSL
Surface Elevation
klfc.T Feet MSL
Borehole Diameter
8.0 Inches
Boring Location
State Plane N, £
SE 1/4 of /4m 1/4 of Section 32. T ZS N,R
ZS 6
Lat
Long
o 5 11
Local Grid Location (If applicable)
~ N ~ E
Feet ~ S Feet ~ W
County
DNR County Code
Civil Town/City/ or Village
Algoma
Sample
L
0)
•Q
E
3
Z
1
1
I
C
- "O
c.
jc at
+¦ >
o> o
c o
01 0)
_1 at
14
18
C
3
O
a
3
o
tn
23
—1
—2
46
Q>
ai
u.
c
H
a
HI
~
SILT (ML), with trace <5% fine
sand, nonplastic, dark brown
10YR 2/3, very stiff
A [Pp=2.0-2.5],
\
—4
—5
—6
—7
—9
-10
Soil/Rock Description
And Geologic Origin For
Each Major Unit
SILTY CLAY (CL-ML), with
trace gravel <5%, highly plastic,
dark reddish brown 5YR 3/3,
very stiff [Pp=2.0-2.5],
Gravel at 2'.
POORLY GRADED SAND (SP),
with some fine to coarse gravel
30% (chert), light yellowish
brown 10YR 6/4, dense (trace
cobbles).
/
a.
H
u.
N
a
H
QL
ML
SP
Soil Properties
c
o
•o +¦
L ID
m L
•a +¦
c 01
-------
State of Wisconsin
Department of Natural Resources
Soil Boring Log Information Supplement
Form 4400-122A 7-91
Boring Number OW-22R Use only as an attachment to Form 4400-122.
Page 2 of 2
Sample
C
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ty
L
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CD O
C O
01 Q)
-1 Ct
c
3
O
a
3
O
to
-------
c
PROJECT: AM LP"
LOCATION: yVbGCM-A 1
FA
DRILLED BY: £~-f
CREW CHIEF: MAg*J=S-gA^ I LOGGED BY: g a/aU^a?
M 0
t*V
mO
ND
nm
LOG OF TEST BORING
BORING NO.: -Z.Z?
« t 1.
>c±i-3j-y
SHEET t
PROJECT NO.: 2-^TB-VZ-
SURFACE ELEVATION:
STARTED: 10 (*+-^2- I COMPLETED; lO ~14
SAMPLING NOTES
INTERVAL |RECOVERY \n
NO. I TYPE I [ItoWSl ^
Y»
T>
ft
S3
S5-
Z
'tis/
A2-
%
\
X
I
rz"
14*
CHECKED BY:
DEPTH
(ft.)
^ *
T.O
£> —
ie>-
iz-
14 -
fc-
n,o
VISUAL CLASSIFICATION
AND GENERAL OBSERVATIONS
Elastic. Sn--r(mrt) U+tt* cU-j^ cervs«- !"
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4.3
63
£».2> b/ou>A
\
^A*ac As At Uov£
!S#dU
EOB6 IT-
NOTES
WATER LEVEL OBSERVATIONS
t
DRILLING METHODS:
FIRST OCCURENCE: i
H5A.
•At "/'I W 1 Si" <_ —
DATE/TIME
BOREHOLE DIAMETER: Cj >.
DEPTH
TO WATER
DRILL RIG: t
CW£."7S0l
DEPTH
TO CAVE IN
-------
State of Wisconsin
Department of Natural Resources
SOIL BORING LOG INFORMATION
Form 4400-122 Rev. 7-98
Route To: Watershed/Wastewater ~
Remediation/Redevelopment
Waste Management D
Other ~
Page 1 of 2
Facility/Project Name
Algoma Municipal Landfill
License/Permit/Monitoring Number
00179
Boring Number
OW-24
Boring Drilled By: Name of crew chief (first, last) and Firm
John Denneau
Subsurface Exploration Services, LLC
Date Drilling Started
6/11/2013
Date Drilling Completed
6/11/2013
Drilling Method
Hollow Stem
Auger
WI Unique Well No.
VT848
DNR Well ID No.
51
Common Well Name
OW-24
Final Static Water Level
659.4 Feet MSL
Surface Elevation
665.5 Feet MSL
Borehole Diameter
8.0 inches
State Plane
NE 1/4 of SE
~ (estimated: ~ ) or Boring Location
287,443 N, 2,623,715 E s/©/N
1/4 of Section 32, T 25 N, R 25 E
Lat.
Long .
Local Grid Location
~ N
Feet ~ S
~ E
Feet ~ W
Facility ID
431006180
County
Kewaunee
County Code Civil Town/City/ or Village
31 Algoma
Sample
S3 |
ll
<3 £
t! T3
< §
ti
C K
o> 0)
J Pi
o
O
*
o
£
¦3
&
Q
Soil/Rock Description
And Geologic Origin For
Each Major Unit
Q
1
I js
o 55
Soil Properties
'J3 X
as T3
a" J1!
o
o
(N
Ph
Q a
a s
u, o
l
SS
2
SS
3
SS
4
SS
5
SS
24
12
24
24
24
21
24
18
24
12
11
32
40
17
32
32
24
TOPSOIL, silt with sand and organics,
slightly plastic, 5YR 6/4 light reddish
brown to 7.5 YR 4/3 brown, no odor, semi
moist, loose.
-4
-6
SS
24
24
12
15
16
17
-10
-12
-14
-16
-18
-20
ORGANIC SILT (OL), and fine to
medium grained sand with some organics,
slightly plastic, 7.5YR 2.5/1 black, no odor, j
,semi moist, loose, soft. /
SILTY SAND (SM), fine to coarse
grained, 35-40% fines, 5-10% fine to
coarse gravel, 10YR 6/2 light brownish
gray, wet, medium dense.
same as above, stiff and dense beginning at
8.5' bgs.
same as above, began to hit cobbles at
10.25' bgs during drilling.
OL
'Ml ^
¦MM -
SM
SILTY SANDY LEAN CLAY (CL-ML),
very fine to coarse grained sand, >5% fine
to coarse gravel, slightly plastic, 10YR 5/1
gray, no odor, moist, stiff. Intermittent sand
lenses 0.1'-0.2' thick, fine to medium
grained sand, 10YR 5/1 gray, wet.
:l-MI,
I hereby certify that the information on this form is true and correct to the best of my knowledge.
Signature
Firm Environmental Corporation
Tel:
Fax:
This form is authorized by Chapters 281,283,289, 291,292, 293, 295, and 299, Wis. Stats. Completion of this form is mandatory. Failure to file this form may
result in forfeiture of between $10 and $25,000, or imprisonment for up to one year, depending on the program and conduct involved. Personally identifiable
information on this form is not intended to be be used for any other purpose. NOTE: See instructions for more information, including where the completed form
should be sent.
-------
State of Wisconsin
Department of Natural Resources
SOIL BORING LOG INFORMATION SUPPLEMENT
Form 4400-122A
Boring Number OW-24 Use only as an attachment to Form 4400-122. Page 2 of 2
Sample
Soil Properties
Number
and Type
Length Att. &
Recovered (in)
Blow Counts
Depth In Feet
Soil/Rock Description
And Geologic Origin For
Each Major Unit
uses
Graphic
Log
Well
Diagram
PID/FID
Compressive
Strength
Moisture
Content
Liquid
Limit
Plasticity
Index
P 200
RQD/
Comments
7
SS
24
24
12
22
24
30
-22
SILTY SANDY LEAN CLAY (CL-ML),
same as above
:l-ml
-24
i
8
SS
24
24
18
14
38
41
-26
-28
SAND and GRAVEL (SP) medium to
coarse grained sand, 15-20% fine to coarse
grained gravel, 10YR 6/3 pale brown, no
odor, wet, loose. Material is non cohesive
and blowing back into the auger stem when
the sample is removed.
9
SS
24
24
9
21
24
26
-30
-32
-34
SP
10
SS
24
0
-36
-38
-40
-42
-44
-46
-48
Unable to collect samples with split spoon
due to heaving sands within auger stem.
Well was blind drilled to 50' bgs to avoid
locking augers in the hole. It is assumed all
material to final well depth is similar in
nature to the material sampled from 25-27'
and 30-32' bgs. This is based on how auger
reacted and the absence of cuttings.
-50
End of Boring at 50' bgs 6/11/13
-------
State of Wisconsin
Department of Natural Resources
SOIL BORING LOG INFORMATION
Form 4400-122 Rev. 7-98
Route To: Watershed/Waste water ~
Remediation/Redevelopment
Waste Management D
Other D
Page 1 of 3
Facility/Project Name
Algoma Municipal Landfill
License/Permit/Monitoring Number
00179
Boring Number
OW-25
Boring Drilled By: Name of crew chief (first, last) and Firm
John Denneau
Subsurface Exploration Services, LLC
Date Drilling Started
6/12/2013
Date Drilling Completed
6/12/2013
Drilling Method
Hollow Stem
Auger
WI Unique Well No.
DNR Well ID No.
Common Well Name
Final Static Water Level
Surface Elevation
Borehole Diameter
VT847
52
OW-25
658.6 Feet MSL
665.5 Feet MSL
8.0 inches
Local Grid Origin ~ (estimated: ~ ) or Boring Location £<]
State Plane 287,443 N, 2,623,721 E S/CVN
NE 1/4 of SE 1/4 of Section 32, T 25 N, R 25 E
Lat.
Long
Local Grid Location
~ N
Feet ~ S
~ E
Feet ~ W
Facility ID
431006180
County
Kewaunee
County Code
31
Civil Town/City/ or Village
Algoma
Sample
W> o
£ &
h-l q4
o
U
£
o
s
tin
d,
ID
Q
Soil/Rock Description
And Geologic Origin For
Each Major Unit
w
U
00
£
«T &Q
5 3
? S
0
1
Ch
If
I £
U 02
Soil Properties
i 8
c» -is
I °
—
11
3 i-i
¦¦B X
m O
a -g
£ £
o
o
Ch
o 0
C o
Blind drilled to 60 feet bgs. See boring log
for OW-24 for representative lithology.
-2
-4
—6
-10
-12
-14
-16
-18
-20
I hereby certify that the information on this form is true and correct to the best of my knowledge.
Signature
Firm jrc Environmental Corporation
Tel:
Fax:
This form is authorized by Chapters 281, 283, 289, 291, 292,293, 295, and 299, Wis. Stats. Completion of this form is mandatory. Failure to file this form may
result in forfeiture of between $10 and $25,000, or imprisonment for up to one year, depending on the program and conduct involved. Personally identifiable
information on this form is not intended to be be used for any other purpose. NOTE: See instructions for more information, including where the completed form
should be sent.
-------
State of Wisconsin
Department of Natural Resources
SOIL BORING LOG INFORMATION SUPPLEMENT
Form 4400-122A
Boring Number OW-25 Use only as an attachment to Form 4400-122. Page 2 of 3
Sample
Blow Counts
Depth In Feet
Soil/Rock Description
And Geologic Origin For
Each Major Unit
uses
Graphic
Log
Well
Diagram
PID/FID
Soil Properties
RQD/
Comments
Number
and Type
Length Att. &
Recovered (in)
Compressive
Strength
Moisture
Content
Liquid
Limit
Plasticity
Index
P 200
-22
-24
-26
-28
-30
—32
—34
-36
-38
-40
-42
-44
-46
-48
-50
-52
-------
State of Wisconsin
Department of Natural Resources
SOIL BORING LOG INFORMATION SUPPLEMENT
Form 4400-122A
Boring Number OW-25 Use only as an attachment to Form 4400-122. Page 3 of 3
Sample
Blow Counts
Depth In Feet
Soil/Rock Description
And Geologic Origin For
Each Major Unit
uses
Graphic
Log
Well
Diagram
PID/FID
Soil Properties
RQD/
Comments
Number
and Type
Length Att. &
Recovered (in)
Compressive
Strength
Moisture
Content
Liquid
Limit
Plasticity
Index
P 200
-54
-56
-58
-60
OW-25 drilled with plug in lead auger to
prevent heaving sands from entering
augers. Material between 50-60' bgs
assumed to be similar to the soils
encountered at 25' bgs. Upon plug removal,
heaving sand blow up in augers 60' bgs was
encountered.
=
End of Boring 60' bgs 6/12/13
-------
State of Wisconsin
Department of Natural Resources
Facility/Project Name
Algctra Landfill
Route To:
~ Solid Waste ~ Haz. Waste
~ Emergency Response ~ Underground Tanks
~ Wastewater O Water Resources
____ ~ Other
SOIL BORING LOG INFORMATION
Form 4400-122 7-91
License/Pemtit/Monitoring Number
Page.
.of 1
Boring Number
GMP-2
Boring Drilled By (Firm name and name of crew chief)
WID Environmental Drilling
Jeff Flaminio
Date Drilling Started
0 8/12 / 9 3
13 M D D Y Y
Date Drilling Completed
0 8 / 1 2 / 9 3
MM D D Y Y
Drilling Method
Hollow Stem
Auger
Common Well Name
Final Static Water Level
Feet MSL
Surface Elevation
fcSt.1 Feet MSL
Borehole £>iameter
8 inches
Boring Location
State Plane Z 81,
N. 2.fcS3.a.i4 E S/C/N
. 1/4 of 1/4 of Section 3Z . T 2S N. R 2S"
O «
55
Soil Properties
c
o
¦p
CO k.
11
J3§
cno.
2§
~ c
Oo
So
~-J
rt E
Q.—i
c
0)
,E
QE
Oo
cco
EARTH DRILL
No Samples
FT10"
Z~15
E~20
I~25
~30
Z-3S
r~40
E~45
¦E.O.B. @ 10.0' -
Well Set @ 7.0*
o
="50
="55
-60
I hereby certlifv that the information on this form is true and correct to the best of mv knowledge
Signature
amre
Firm
WID Environmental Drilling
This form is authorized by Chapters 144.147 and 162, Wis. Stats. Completion of this report is mandatory. Penalties: Forfeit not less
than S10 nor more than $5,000 for each violation. Fined not less than $10 or more than $100 or imprisoned not less than 30 days, or
both for each violation. Each day of continued violation is a separate offense, pursuant to ss 144.99 and 162.06. Wis. Stats.
-------
Slate of Wisconsin
Department of Natural Resources
Facility/Project Name
Algcna Landf ill
Route To:
~ Solid Waste ~ Haz. Waste
~ Emergency Response ~ Underground Tanks
~ Wastewater ~ Water Resources
~ Other.
SOIL BORING LOG INFORMATION
Form 4400-122 7.91
Page.
License/Permit/Monitoring Number [Boring Number
GMP-3
.of 1
Boring Drilled By (Firm name and name of crew chief)
WTD Environmental Drilling
Jeff Flaminio
Date Drilling Started
ILJL/L2_/.1_3-
M M D D Y Y
Date Drilling Completed
0 8_/I.2_/ 9 3
MM DD Y Y
Final Static Water Level
Feet MSL
Surface Elevation
fe'te. 4 Feet MSL
(Drill
HO
I -i
ling Method
Hollow Stem
Auger
Common Well Name
orehole Diameter
8 inches
Local Grid Location (If applicable)
~. N ~ E
Feet ~ S FeetDW
Boring Location _
State Plane 2OT, 2ZS
. 1/4 of.
.N, 2.^3.364 E S/C/N
.1/4 of Section 3Z. , T 25 N, R 2S~ @W
Lat
Long,
County
Kewaunee
DNR County Code
3 I
Civil Town/City/ or Village
Algoma
Sample
_ E
QE
Oo
tro
—5
EARTH DRILL
No Samples
—10
Z-15
T2D
T25
Z~30
E-35
—40
"45
I30
rss
E.O.B. @ 7.0' —
Well Set @6.0'
hereby certlifv that the information on this form is true and correct to the best of mv knowledge.
Signature
f?-r-WTWiL* „
Firm
WTD Environmental Drilling
This form is authorized by Chapters 144.147 and 162, Wis. Stats. Completion of this report is mandatory. Penalties: Forfeit not less
than S10 nor more than $5,000 for each violation. Fined not less than $10 or more than $100 or imprisoned not less than 30 days, or
both for each violation. Each day of continued violation is a separate offense, pursuant to ss 144.99 and 162.06,-Wi&'Stats.
-------
State of Wisconsin
Department of Natural Resources
Route To:
~ .Solid Waste ~ Haz. Waste
~ Emergency Response ~ Underground Tanks
CD Wastewater D Water Resources
SOIL BORING LOG INFORMATION
Form 4400-122 7-91
Page.
of 1
Facility/Project Name
Algoroa Landfill
License/Permit/Monitoring Number
Boring Number
GMP-4
Coring Drilled By (Firm name and name of crew chief)
WTD Environmental Drilling
Jeff Flaminio
Date Drilling Started
0 8/12 / 9 3
M~M DD TT
Date Drilling Completed
0 8/12/93
MM DP T Y
Drilling Method
Hollow Stem
Auger
SNSt facility VPffiEkpfr Unique Well Wa; |Common Well Kame
Final Static Water Level
Feet MSL
Surface Elevation '
L&bA Feet MSL
I 1 i • J i .! _ Ah
Borehole diameter
8 inches
I! l_l_V
coring Location __ ,
State Plane 2 f S8 I
.1/4 of.
N. 2;lS2>.4i8fa E S/C/N
1/4 of Section 3Z . T 3-S" N. R 2S~
-------
State of Wisconsin
Department of Natural Resources
Facility/Project Name
Algcnia Landfill
Route To:
~ Solid Waste ~ Haz. Waste
~ Emergency Response ~ Underground Tanks
~ Wastewater ~ Water Resources
~ Other .
SOIL BORING LOG INFORMATION
Form 4400-122 7.91
Page.
.of 1
Boring Drilled By (Finn name and name of crew chief)
WTD Environmental Drilling
Jeff Flaminio
Common Well Name
License/Permit/Monitoring Number [Boring Number
GMP-5
Date Drilling Started
0.JL/LL./JL2.
MM D D Y Y
Boring Location _ , .
State Plane Zftl.Tfrf N, 2.^3,6>l7 E S/C/N
1/4 of 1/4 of Section 3>Z . T N. R 2S E/W
Final Static Water Level
FeelMSL
Lai.
Long.
Coumy
Kewaunee
Sample
a
JO
E
3
Z
1
•S §
= 8
no
E~15
E~20
DNR County Code
3 I
a.
o
a
~25
I"30
I"40
—45
130
rss
-60
Soil/Rock Description
And Geologic Origin For
Each Major Unit
EARTH DRILL
No Samples
E.O.B. @ 25.0' —
Well Set @ 24.0'
JZ
a.
w n
oE
Date Drilling Completed prilling Method
0_8_/1_2
MM D D
'I
ted [Drilli
3 Hol
Y la
Surface Elevation B
"763.8 Feet MSL I
Hollow Stan
Auger
lOiehole Diameter
8
.inches
Local Grid Location (If applicable)
~.N ~ E
Feet ~ S Feetn W
Civil Town/City/ or Village
Algcna
E
id
w
J O)
ffl «
SQ
Soil Properties
C
o
m 03
= 1
18 s
(D
coq.
c
00
SO
•o—
II
hereby certlifv that the information on this form is true and correct to the best of mv knowledge
iffnahm
o
<3 E
cl'13
CO
c
0)
_ E
Oo
~CO
Signature
tire
Firm
WTD Environmental Drilling
This form is authorized by Chapters 144.147 and 162, Wis. Stats. Completion of this report is mandatory. Penalties: Forfeit not less
than $10 nor more than $5,000 for each violation. Fined not less than $10 or more than $100 or imprisoned not less than. 30 days, or
both for each violation. Each day of continued violation is a separate offense, pursuant to ss 144.99 and 162.06, Wis. Stats.
-------
State of Wisconsin
Department of Natural Resources
Route To:
~ Solid Waste
~ Haz. Waste
SOIL BORING LOG INFORMATION
Form 4400-122 7-91
~ Emergency Response ~ Underground Tanks
~ Wastewater
~ Water Resources
Facility/Project Name
Algcma Landfill
License/Peimit/Monitoring Number
Boring Number
GMP-6
Boring Drilled By (Firm name and name of crew chief)
WTD Environmental Drilling
Jeff Flaminio
Date Drilling Started
0 8/12 / 9 3
MM D D T Y
Date Drilling Completed
0 8 / 1 2 / 9 3
MM D D TT
Drilling Method
Hollow Stem
Auger
DNR Facility Welt ffo.
Wl Unique Weft Nn*
Common Well Name
Final Static Water Level
Feet MSL
Surface Elevation
. $ Feet MSI,
Borehole Diameter
8 inches
-ocal Grid Location (If applicable)
Bonng Location _ ,i
State Plane T. 8^1 R(
.1/4 of.
N. 12.1 E S/C/N
1/4 of Section 32 . T 2S N. R ZS/E)W
Lat.
Long .
.Feet
~ N
~ S
~ E
FeetO W
County
Kewaunee
DNR County Code
3 1
Civil Town/City/ or Village
Algonia
Sample
o>
.Q
E
- D-
z
¦s
DO c
©
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a.
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Soil/Rock Description
And Geologic Origin For
Each Major Unit
In
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55
Soil Properties
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-------
State of Wisconsin
Department of Natural Resources
Route To:
~ Solid Waste
~ Emergency Response
~ Wastewater
~ Haz. Waste
~ Underground Tanks
~ Water Resources
~ Other
Soil Boring Log Information
Form 4400-122 7-91
Page 1 of 2
Facility/Project Name
Algoma Municipal Landfill
License/Permit/Monitoring Number
Boring Number
GMP-7
Boring Drilled By (Firm name and name of crew chief)
WTD, Bill Zamow
Date Drilling Started
8/30/94
Date Drilling Completed
8/30/94
Drilling Method
HSA
DNR Facility Well No.
W1 Unique Well No.
Common Well Name
Final Static Water Level
Feet MSL
Surface Elevation
Feet MSL
Borehole Diameter
8.0 Inches
Boring Location
State Plane
1/4 of
1/4 of Section
N,
T
E
N,R
Lat
Long
O I f»
O t II
Local Grid Location (If applicable)
~ N ~ E
Feet ~ S Feet .~ W
County
Kewaunee
DNR County Code
31
Civil Town/City/ or Village
Algoma
Sample
•B a
¦3 £
op o
€3
&
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Soil/Rock Description
And Geologic Origin For
Each Major Unit
i
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15 «
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Soil Properties
=J S
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j-5
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48
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56
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I hereby certify that the information on this form is true and correct to the best of my knowledge.
Signaturi
Firm
WTD Environmental Drilling
101 Alderson Schofield, WI 54476-0109
Tel: (715) 359-7090 Fax: (715) 355-5715
This form is authorized by Chapters 144, 147 and 162, Wis. Stats. Completion of this report is mandatory. Penalties: Forfeit not less than $10 nor
more than $5,000 for each violation. Fined not less than $10 or more than $100 or imprisoned not less than 30 days, or both for each violation.
Each day of continued violation is a separate offense, pursuant to ss 144.99 and 162,06, Wis. Stats.
-------
State of Wisconsin
Department of Natural Resources
Soil Boring Log Information Supplement
Form 4400-122A 7-91
Boring Number GMP-7
Use only as an attachment to Form 4400-122.
2 of 2
Sample
ri *a
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Soil/Rock Description
And Geologic Origin For
Each Major Unit
t
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So
Soil Properties
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SOIL TESTING SERVICES
OF WISCONSIN, INC.
140 1AWIUII n.
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SOIL TESTING SERVICES
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140 UMIItU M. OHIM »**. WIICONWN 143S1
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-------
Sr.irr of Wisconsin
Department of Natural Resources
Route to: ScUdWaste^ Haz_WasteO Wastewater^
MONITORING WELL CONSTRUCTION
Form 4400-113A Rev. 4-90
,r anlity/Project .Name
Algoma Municipal Landfill
Local Grid Location of WeU
——: ft- Rs: — fL Rw
WeU Name
0W-4R
r acility License, Permit or Monitoring Number
Grid Origin Location
LaL Lcnz. or
Wis.:UiM^e.WeliKiirnbcr.'.i.ljNK. Wei! Nur-.b^
oso
Typ (Veil Water Table Observation Well 011
Piezometer ~ 12
St. Plane'238SSO ft. N. 1.CdS3(s>7(o ft. E.
Date WeU InstaUed
1 0/1 6/92
mi ITtv
Secdon Location of Waste/Source
SE.1/4 of 1/4 of Sec.3L,T.2S N, R.Z5_Q &.
Lteunce WeU Is From Waste/Source Boundary
Unknown . ft.
WeU Installed By: (Person's Name and hum)
Charles Markeraf
Ir WeU A Point of Enforcement Sid. Application?
Jgj Yes ~ Nj
Locadon of WeU Relative to WasWSouice
u O Upgradien s ~ Sidegradiew
d 13 .Downeradient n ~ Kot Known
E & F Drilling, Inc.
A. Protecave pipe, top elevation
R. Well casing, top elevation
J. Lard surface elevation
0. Surface seal, bocom
_46S~.^ ft-MSL
ft. MSL or _ 2.2 ft
12. USCS classification of soil near screen:
GP ~ GM ~ GC ~ GW ~ SW ~ SP H
SM ~ SC ~ MLD MH ~ CL ~ CH ~
BedrockO
13. Sieve analysis attached? ~ Yes E3 Jsfe
14. Drilling method used:' • Rotary ~ 5 0
Hollow Stem Auger E3 4.1
. Qher ~
'i. Drilling fluid used: W'aar ~ 0 2 Air ~ 0 1
Drilling Mud ~ o 3 Ncre 0 9 9
; 5. Drilling additives used? ~ Yes
E3 ho
l*7. Source of water (attach analysis):
ft,MSLor__N/A ft\^
ft. MSL or 4 5 fiv \
: Bentonite seal, top ft-MSL or J2.5 fi
. Fine sand, top
Filter pact, top
J. Screen joint, top _ ^ .H. ft. MSL or 5 . 0 ft.
Well bocom ^ ft. MSL cr 15 0 ft-
Filter pack, bottom ft. MSL or _ _1 J 0 ft.
. Borehole, bottom _ ft. MSL or _ _1 _7 . 0 ft.
Borehole, dimeter _8 3 ir„
i. O.D. weU casL-.s _22 _ Li.
. I.D. well cisir.j 2 0 L-\.
1. Cap and loci:?
¦2. Protective cover pipe:
a. Inside diameter:
b. Length:
c. Material:
d. Additional protection?
If yes, describe:
E9 Yes ~ ho
_£.Q in.
_ 5 • Q f-
Stse! ~ 0 4
Other ~
~ Yes ~ hi
3. Surface seal:
Btntonite E
Concrete Q
Other ~
4. Material between well casing and protective pipe:
Bentonite 0
Annular space seal ~
Other ~
5. Annular space seal: a. Granular Bentonite £D
b Lbs/gal mud weight... Bentonite-sand shiny ~
c. Lbs/gal mud weight Bentonite slurry D
d % Bentonite .... . . Bentomts-cement grout ~
100// Ft "'volume adfied for any of the above
How installed: Tremie ~
Tremie pumped ~
Gravity 0
6. Bentonite seal: a. Bentonite granules g]
3 0
0 I
30
- j
3 5
3 1
5 0
0 I
0 1
• 03
3 3
~ 1/4 in. D3/8 in. ~ 1/2 in. Bentonite pellets ~ 3 2
: Otter ~ ^ _
.7. Fine sand material: Manufacturer, product name & mesh size
„ Portage, Silica, Fine __i
b. Volume added N/A ft-*
8. Filler pack material: Manufacturer, product name and mesh size
a. American Material. Flint:. #30
b. Volume acltiod.
9. Well casing:
200 if
ft-
Flush threaded PVC schedule 40 H
Flush threaded PVC schedule 80 ~
Other ~
10. Screen material:
a. Screen type:
PVC
Factory cut 0
Continuous slot ~
Other ~
23
2 4
1 1
0 1
Northern Air
b. Manufacturer
c. Slot size:
d. Sloced length:
11. Backfill material (below filter pack):
Flint sand
0. 0 10. in.
~9~ 6 ft
Ncre ~
Other ~
1 4
"ereby cert;iy irat Ihe in'crrriaiion on this (crm is true a.-.c correct lo the best of my knowledce.
c
Ic&zLut j J~ fbe-cl
Firm
, Envirenrr.en-ialot Foundation Drilling* Inc. •
¦Mse complete boui s;dcs of Wis torrn ar.d return 10 the appropriate DiNR oil ice listed at the top'of this term as required by chs. 144, 147 and 160, Wis. biais.,
J ch. N~R I-11, Ad. Code. Li accordance wjih ch.l-i-i, Wis.Siau., failure :o fUe this form may result in a forfeiture cf not less than S10, nor mere ihyi
¦.CO for each day of violation. In accordance w*ih ch. 1-47, Wis. StaLs.. failure io file this form may result in a forfeiture of net more ihar. SIO.OlO for cacn
¦y of vicla'jcn. NOTE: Shaded areas arc for DNR use orjy. See insc"jc::or.s for more information including where the complete form should z< wr.t.
-------
Stale of Wisconsin
Department of Natural Resources,
MONITORING WELL DEVELOPMENT
Form 4400-113B Rev, 4-90
Route tn; Solid Wiste^ Haz. Waste ~ Wastewater ~
Env. Response &¦ Repair ~ Underground Tank: ~ Other ~
County Name
Kewaunee
Well Name
0W-4R
Wis. Unique Wall Number
Facility/Project Name
Algoma Municipal Landfill
»—ITT—r-1——:: K r——T7—T—r—rr-
DN R.W tiLNumber.i
Facility License, Permit or Monitoring Number
County Code
3 I
03O
1. Can this well be purged dry?
2. Well development me'thod
~ Yes El Nd
surged with bailer and bailed
. ~
41
surged with bailer and pumped
EI
6 1
surged with block and bailed
~
42
surged with block and pumped
~
62
surged with block, bailed and pumped
~
70
compressed air
~
20
bailed only
~
1 0
pumped only
~
5 1
pumped slowly
~
J? 9. -
Other
~
3. Time spent developing well
90 min.
4, Depth of well (from top of well casisng)
17. h fL
5. Inside diameter of well
2
0 0 in.
6. Volume of water in filter pack and well
casing
. _L gal.,
7. Volume of water removed from well
— • _2. gal.
8. Volume of water added (if any)
0 . 0 gal.
9. Source o f water added
10. Analysis performed on water added?
(If yes, attach results)'
~ Yes ~ No
11. Depth to Water
(from top of
well casing)
Dale
Before Development
8. .75— ft-
Time
12. Sediment in well
bottom
13. Water clarity
bAJ./20_/ 9. 2_
m'm d d y y
~ a.m.
c. llTiknoj£[L_n pjn.
JL. Ji inches
Clear ~ 1 0
Turbid Q 1 5
(Describe)
Near opaque
After Development
9.. 25_ft.
J_J±I J£_l X2.
m m d d y y
~ a-m,
unknown f] p.m.
0,. 0_ inches
Clear ~ 20
Turbid G 2 5
(Describe)
Very sliehtv
Fill in if drilling fluids were used and well is at solid waste facility:
.. rng/1
14. Total suspended
solids
15. COD
. mg/l
. mg/l
. mg/l
16. Additional comments on development
Well developed by: Person's Name and Finn"
Name: Charles Markgraf
Firm: Environmental fit Foundation Drilling. ]
I hereby certify thai the above information is true and correct to the best
of mv Scnowleaee.
Signature:
Print Initials: M J H
nc.
Firm: Environmental & Fnnn^ar-in" p»-•; 1 1-i na
NOTE: Shaded areas are for DNR use only. See instructions for more information including a list of county codes.
-------
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SOIL TESTING SERVICES
OF WISCONSIN, INC.
S40 LAMitAU If* CiflM fcAY,.WtiCONllM M)®V
Hjr ' |i'-2fc-fr 1 ll"'.? 1 10^'V^
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STS Consultants Ltd.
END CAP WITH HOLE
ON STANDPJPE?\
YES O
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13.1
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STANDPIPE
STICK-UP
BENTONITE
POWDER
BACKFILL
^MATERIAL
gENTfltJlTg
SLURRY
PIPE DIA.
SCH.
IIP PVC USEOI
1.0' -
13
SILICA SAND
[CHO« OUT if HOT USED)
PEA GRAVF1
Concrete SANft
UN-SI I b SAND
(oncu ones
FIELD WELL INSTALLATION DIAGRAM'O
1)
2)
3)
4)
5)
6)
7)
S)
9)
10)
11)
12)
TXPE OF PIPE?
(PVQ) GALVANIZED, STAINLESS, OTHER_
TYPE OF PIPE JOINTS?
BELLED, COUPLINGS, (THREADED*^ OTHER
TYPE OF WELL SCREEN
(PVC) GALVANIZED, STAINLESS, OTHER __
SCREEN SIZE .OIQ
INSTALLED PROTECTOR PIPE W/LOCK? (YES) OR NC
WAS SOLVENT USED? YES OR (no)
WAS DRILLING MUD USED?
SOLID AUGER, (ViOLLOW STEM AUGFR)
WATER, REVEFtl, BbNiUNIIE
DID STANDPIPE COME UP WHEN CASING WAS PULLED'
YES OR^Ng) '
HOW WAS^WELL DEVELOPED?
BAIUNG, (PUMPING^) SURGING, COMPRESSED AIR
TIME SPENT FOR WELL DEVELOPMENT?
5mln., 15mln., (30 min^) OTHER ¦
APPROXIMATE WATER VOLUMECREWOVE^OR ADDED?
5 gal., 10 gal., 15gaL, OTHER ' ISO />„ I
WELL
SCREEN
LENGTH
BOTTOM CAP
qVTM HQLC?
YES)DR NO
WATER CLARITY BEFORE DEVELOPMENT?
clear, (Turbid^ opaque
WATSRCLARITY AFTER DEVELOPMENT? '
(CLEARS TURBID, OPAQUE
DID THE WATER SMELL7 YES OR
WATER LEVEL SUMMARY
1) DEPTH FROM T. STANDPIPE AFTER DEVELOPMENT?
23.?> Ft. or DRY
2) OTHER MEASUREMENTS:
DATE
DATE
DATE
DATE
_Ft. FROM T, ST. PIPE
.Ft. FROM T, ST. PIPE
.Ft. FROM T, ST. PIPE
.Ft. FROM T, ST. PIPE
Wei! NO.
3R
driller
.DATH INSTALLED 6>-)g-87
DRILLCREW
JOB/CLIENT ClfY Of AL&OMA I I >
FW: 1-M3 I —^—
.DRILL RIG.
.STS JOB No. VOITA t f
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SOIL TESTING SERVICES
OF WISCONSIN, INC.
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loS'A1.'.
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-------
State of Wisconsin
Department of Natural Resources
Route to: Solid Wasted Haz. Waste ~ Wastewater Q
MONITORING WELL CONSTRUCTION
Form 4400-113A Rev. 4-90
Facility/Project Name
Algona Landfill
Local Grid Location of Well
ft OK . OE.
—"¦ ns. _ft- nw
Well Name
CW-10R
Facility License, Permit or Monitoring Number
Grid Ongin Location
Lat. Long. or
Wis.. Unique Well,Number « DNR Well Number
Type of Well Water Table Observation Well 011
Piezometer ~ 12
St. Plane 2fl7,=Hl ft.N. 2..0S.3. (.flVft. R,
Date Well Installed ^ ^ ^ 17/9 3
m m ~cT "3" ~y"v
Section Location of Waste/Source
MV4 ofS£ 1/4 of Sec. 12., T. 25. N, R.2g_n W.
Distance Well Is From Waste/Source Boundary
ft.
Well Installed By: (Person's Name and Firm)
Chuck Blunt
Is Well A Point of Enforcement Std. Application?
~ Yes ~ No
Location of Well Relative to Waste/Source
u ~ Upgradient s ~ Sidegradient
d Q Downeradient n ~ Not Known
WTD Environmental Drilling
A. Protective pipe, top elevation ft. MSL"
B. Well casing, top elevation _ 5.3 3 MSL •
C. Land surface elevation _ 1 5 £ . 3 ft- MSL
D. Surface seal, bottom ft. MSL or _ 1. 0 ft.
H Yes ~ No
12. USCS classification of soil near screen:
GP ~ GMO GCQ GWja SW ~ SP ~
SM ~ SC ~ ML ~ MH~ CL ~ CH ~
Bedrock ~
13. Sieve analysis attached? ~ Yes. ~ Nb
14. Drilling method used: Rotary £3 5 0
Hollow Stem Auger ~ 4.1
Other ~ '3'i!
15. Drilling fluid used: Water ~ 0 2 Air ~ 0 1
DrillingMud jXj 03 None ~ 99
16. Drilling additives used? ~ Yes CtNo
Describe
17. Source of water (attach analysis):
ft. MSL or 1. .0 fu
ft. MSL or 16 0 fU
E. Bentonite seal, top
F. Fine sand, top
G. Filter pack, top
H. Screen joint, top
I. Well bottom
J. Filter pack, bottom ft. MSL or _ 3 7 1_ ft.
K. Borehole, bottom ft. MSL or _ 50_ _1_ ft.
L. Borehole, diameter _6 0 in.
M. O.D. well casing _ 2 3 7 in.
N. I.D. well casing 2 0 1
^ ft. MSL or _ 18 0_ ft.^^N^;
ft. MSL or _ 20 .0. ft
ft-MSLor 35 0 ft->s^
$0
.2. Protective cover pipe:
a. Inside diameter:
b. Length:
c. Material:
d. Additional protection?
If yes, describe: BuUipST PoS~t
_4.-Q.in.
_7 .0 ft.
Steel 0 04
Other ~ K'X
0 Yes ~ No
3. Surface seal:
Bentonite ~ 3 0
Concrete S 01
Other ~
4. Material between well casing and protective pipe:
Bentonite 3 0
Annular space seal ~
__ Other ~
' 5. Annular space seal: a. Granular Bentonite Q 3 3
b Lbs/gal mud weight... Bentonite-sand slurry ~ 3 5
c. Lbs/gal mud weight..... Bentonite slurry D 31
d. . % Bentonite Bentonite-cement grout ~ 5 0
e Ft volume added for any of the above
f. How installed: Tremie ~ 01
Tremie pumped ~ Q2
Gravity a 08
6. Bentonite seal: a. Bentonite granules Q 3 3
b. ~ 1/4 in. BI3/8 in. ~ 1/2 in. Bentonite pellets E3 3 2
c. _ Other ~
,7. Fine sand material: Manufacturer, product name & mesh size
a. Badger #7 .
b, Volume added ' ft^
8. Filter pack material: Manufacturer, product name and mesh size
a. American Materials #30
h. Volume adtled ft-*
9. Well casing: Hush threaded PVC schedule 40 |U 23
Flush threaded PVC schedule 80 ~ 24
Other ~ .••
• 10. Screen material:
a. Screen type:
PVC
Factory cut 0 11
Continuous slot ~ 01
Other O .
Northern Air
b. Manufacturer
c. Slot size:
d. Slotted length:
11. Backfill material (below filter pack):
A/A")vre».l
0. J31Q in.
15 .0 ft.
None S 14
Other ~
ation on this form is true and correct to the best of my knowledge.
Firm
WTD Environmental Drilling
. sf c?mP'ete b<5th sides of this form and return to the appropriate DNR office listed at the top of this form as required by chs. 144, 147 and 160, Wis. Stats.,
A.d ^?^e- ^ accordance with ch.144. Wis Stats., failure to file this form may result in a forfeiture of.not less than S10, nor more than
MwO for each day of violation. In accordance with ch. 147, Wis. Stats., failure to file this form may result in a forfeiture of not more than 510,000 for each
| y violation. NOTE: Shaded areas are for DNR use only. See instructions for more information including where the completed form should be sent.
-------
S tate of Wisconsin
Department of Natural Resources
MONITORING WELL DEVELOPMENT
Form 4400-113B Rev. 4-90
Facility/Project Name
Algona Landfill
Facility License, Permit or Monitoring Number
Route to: Solid Waste ~ Haz. Waste ~ Wastewater ~ ¦
Env. Response & Repair ~ Underground Tanks ~ Other ~
County Ni
ame
Kewaunee
bounty Code
3 1
Well Name
CW-10R
DNR Well Number
Wis.: Unique Well Number;
1. Can this well be purged dry?
~
Yes H No
2. Well development method
surged with bailer and bailed
~
41
¦ surged with bailer and pumped
B
€1
surged with block and bailed
~
42
surged with block and pumped
~
62
surged with block, bailed and pumped
~
70
compressed air
~
20
bailed only
~
10
pumped only
~
51
pumped slowly
~
50
Other
- ~
3. Time spent developing well
_ ___
3 0 min.
4. Depth of well (from top of well casisng)
_3_
L.o. ft
5. Inside diameter of well
_2
P_l_ in.
6. Volume of water in filter pack and well
casing
7. Volume of waterremoved from well
8. Volume of water added (if any)
9. Source of water added
10_ . 0_ gal.
1 0 0 , 0_ gal.
0.. _0 gal.
10. Analysis performed on water added?
(If yes, attach results)
~ Yes ~ No
11. Depth to Water
(from top of
well casing)
Date
Before Development
_11. L.
b.il/ll/_9_3
mm d d y y
Time
12. Sediment in well
bottom
13. Water clarity
c.il:21n p.m.
jj£ a.m.
-~ P-m,
0 . 1 inches
Clear n 10
Turbid §15
(Describe)
Cloudy Brn.
After Development
-2^._l_ft.
LL/LL/12
mm d d y y
0 .0 inches
Gear a 20
Turbid ~ 25
(Describe)
Clear
Fill in if drilling.fluids were used and well is at solid waste facility:
14. Total suspended : . mg/l
solids
15. COD
. mg/l
; . mg/l
16. Additional comments on development:
Well developed by: Person's Name and Firm
Name: Chad Willemssen
Finn: WTD Environmental Drilling
I hereby certify that the above information is true and correct to the best
of mv Knowledge,
Print Initials: RE T
Firm: WTD Environmental Drilling
NOTE: Shaded areas are for DNR use only. See instructions for more information including a list of county codes.
-------
wtu. i
¦N
Tor ur well casins
elev. 7C<4. *&0 rT
T/pi/c.
CROUNO SURFACE
elev. 70 Z. 7
coNCKcrt suwrAO
SEAL MATERIAL
lA«riLt HATER1AL —
J&Z&L-JS&-
RACKjriLL XCT110D
win
KATUUL
riLtct rAa katemal —
* ^ - -J?.*)
(jt.J- iVc)
WELL I0TT0H -
. BLW. frfe7. .W
SEAL MATERIAL
RACK/IU MATERIAL
IUREH0LE DlAMCTEK
LOCATION i
t* » Uj I
"• -IIM.S.g.'
WELL NO. ; QCj.jfl
DATE INSTALLED!
PREPARED IT I
to- S ~Q& t-Q \g - fc.
MONITORING
ocrTii
well construction
1) WILL MATERIALS
a) Ttfc or nrc:
Qjvfj STAINLESS, TEFLON, OTHER,
rire schedule <-/n
/tffC FT.
1 fc.4>
Zfl.J
FT.
FT.
2i>. 2.
FT.
FT.
FT.
3
FT.
If
IX.
DRILLIN6 HCTHOO
q'4" HS4
DRILLING CONTRACTOR
& Tl
pipe uiahctek IB 2 IN.. 00 X ^ ;k.
») ttpe or rirE joints:
SHr.^UXEADED (X/TAfET^. OTHER
SOLVENT CEMENTi YES or(jij~J
cj ttpe or well screen:
STAINLESS. TErLOK, SIMER
SUICSUE: 0'O I IK.
SCREEN UIA.1CTEH: 10 2. IK.. 08 Hi.
8) INSTALLED PNilTCCTlM flPE U/UJCK: CtESJ^f K).
protector pipt oia. £ IN. LOCK S>1. I'l
2} WILL OCVCLDriUMT
a) hctuous . .
^Aiuwp pumpinc. surciks, compressed a:k
omen
B) APPROXIMATE WATER VOLUME:
RDtOVEO • A tl\ ADDED ¦
DURATION OR VOLUME PUHPEO:
C) UATER CLAR1TT:
IEFORE DEVELOFHE
CLIAR/TUUIE/OPXQuI
ATTER DEVrUWiyT
CLEAR^TURlLy/OPAQUE
8} ODOR: TES ef(kT^
3) WATER LKV^L SUMMIT
A) DEPTH PROM TOP or CASLNS AfTER OEVELOPSSSTT
¦?TT.
otm
*) ADDITIONAL CMKBfTSt loOjU ,n b»,V^ ttM-ln*
-------
RMT
WILL DUMAM
IMfcTPftiltfi/IT)
Tor ur well casing
, cicv. 7 OS, ^0 „
r/pt-c
CROUND SUMACH ,
clev. 7CJ. pi
CONCRETE SEAL/FAD
UAL MATERIAL
Cg..Tvt.v ;
n?
H
; s
s s
s 3
UCWILL IU.TU1AL
le. /
ucntlu. method
I 'ULvvotg. .
> %
SEAL MATERIAL
riLTER PACK MATERIAL ¦
WELL IOTTOH
. «UV.
SEAL HATULAL
RACWtLL MATERIAL
IOREHOLE DIAMETER
PROJECT NAMES fllywA. I-C g. t
LoanoM: 4l^)d *y\ A-
wl
JOI HO. j IW<^ ^ *? I
WELL no.: QiU-H
date installed t
PREPARED IT l
lis- I \-8G
TfV
DEPTH
MOHITOIINC WILL GONSTIUCTION
1} WELL MATERIALS
a) ttfe or rirE:
CtyZlsTAlNLEIS, TEFLON, OTliCR
nre schedule
kL
ft.
iSLrr.
n.
61if FT.
rT.
FT.
u.
tir ituta**
DRILLING METHOD HuA/ (qa-VZl fiat-AP-i
DRILLING CONTRACTOR gT£
PIPE DIAMETER IB 3 IK.,
») TTFE or rirE JOINTS:
OD o > IK.
SLir, (^reaped (W/TAFET),, other
SOLVENT CEMENT: YES oiCmT":
C) TTFE OF WELL 5CREEN:
STAINLESS, TEFLON, OTHER
SUlf SIZE: O -Q / IK.
SCREEN UlAMCTER: ID 3 IK. ¦ 00 :V * Ik.
0) INSTALLED PMUTECTO* FIFE W/tuCK,: Nil.
PROTECTOR FIFE UIA. G IN. LOCK !M. _
2) WELL OCVELOPIUKT
A) METHODS
SAILING, (FunriK^SUftClKS, COMPRESSED A
OTHER
1) APPROXIMATE HATER VOLUME:
REMOVED 6513 AD DCS
DURATION OR VOLUME PUMPEDI
—————^J2S^2-___
C) WATER CLAKlTTl
lEFmE-UVELOPMENT
raEAR/^VRIXD/OPAQUE
ATTttJIiELOFMEKT
gLEARftURKD/OPAQUE
0) ODOR: TES wgQ
3) VIZIR LEVEL SUMMART
A) DEPTH FROM TOP Of CASING ATTER OEVCLOriiSCTt
________ rr. 01 DRT
1) 07UER MEASUREMENTS (T.O.C.):
DATE/TIME Ifl-W-fla DETTXr
DATE/TIME.
DATE/TIME
ocrni,
DCTTX
4) ADDITIONAL COMUKISl
-------
fsm:
WILL DMMM
|Mt:TFKIW«fl?)
rnojecr iwvtt; «. L £ <{
UOCATIWi. Al^A
DATE INSTALLEDI lo. feM
prepares Hi TPv
JWM., My I,
«LL *0.: Q(jj - t?
•3*
s'£|
i5
Tor ur WELL CASINC
ELEY. 7C^.«Tf| rT.
I /"»"«¦'
CROUND SUKrACE
ELEV. 7ci M
CONCRETE StAL/PAO
SEAL HATEUAL
oorfe.
RAKriLL MATERIAL
Tc.*»&.»V' J/ fc»«.irc 'it
lACKTlLL METUOO
T Mjym ¦ e_
SUL MATERIAL
51,
FILTER FACX MATERIAL •
WELL 10TT0H
. ILEV. K*jsrM7
SEAL MATERIAL
•ACKTILL MATERIAL
OErTII
MONITORING WELL CONSTRUCTION
1) WELL MATERIALS
a) rrrc or nre:
^PVcJj STAINLESS, TEFLON, OTIIU
pipe. schedule Mo
ojja.o
DRILLING KRHOB "^oVags
DR'ILLXNC CONTRACTOR
em
FIFE DIAMETER 10
1) TTFE or PIPE JOINTS:
IN.
00 JSJb"lK.
SLtr,(fiiREAOED WTaPET^ OTHER,
SOLVENT CEKDIT: VES or^U^
C) TYPE Or WELL SCREE*:
PVC, STAINLESS, TETIOK, OIKCR
SLur SUE: AO I IN.
SCREEN UlAMCTUi 10 "5 IK., 00 3."V IK.
B) INSTALLED PmrrECTOR riPE tf/LOCKs (fm%r JW,
PKUTECTllR PIPE UtA. £3 IK. LOCK Sfl. 2cjCj c
2) HELL OCVELOFNIMT
A} HtniODS
RAILING, SURCiKi, COMPRESSED All
OTHER . .
» APPROXIMATE WATER VOLUME:
RfMQVED &(fl A^\ ADDB ' ¦
DURATION Oft VOLUME PIMPED S
______
C) WATER CLAR17T:
IEFORE OEVELOPKINJ.
CLEAR/TUMIDWFAQUE
ATTERJEVELOPMEHT
x£eaR^turr id/opaque
D) ODOR: TES orflfifj
3) WATER LIVE. SUMMA&X
A) DEPTH FKOH TOF Of CAS INS ATTER DEVELOrSSiTT
• rr. or drt
>} CTUER MEASUREMENTS (7.0.C. ):
DATE/TIME la-V&g OePTH«£if£ TT.
date/tike 1/3-u-e.a Dtm 3o.n rr.
DATE/TIME t,s - PCmita iM TZ.
*) AM1TI0KAL CWUWTSl
-------
mr
PROJECT KMC:
LOCATION:
JrMifoc,
•vLfl:
VPRl
AAtfWJVH a
tj I
«IUl
TOP ur WELL CASING
tUV. „
"T T/Pw!«-
CtOUND SURrACE
CUV. fe9Q.3 fx
CONCRETE SEAL/PAD
SEAL MATERIAL
DAT! INSTALLED1
prepared it i
*-Xl-8Q
JO* M-: AI
WELL NO.: QUJ-I ^
7W
i3
I
oerTii
KOKlTOtlNC WELL GONSTIUCTIOK
1) WELL HATUIALS
tACKriLL MATERIAL
Ct>
&
'* Won i H.
TILTH PACK MATERIAL •
Sond
„ vat torroii .
I LTV. fefeT.ft
_£fi
SEAL MATERIAL
„ IACKT1U MATERIAL
nj3-l
FT.
FT.
FT.
JLZ^
IOREHOLE DIAItrrtK
jSL
IK.
DRILLING METHOD M /H l-> Sfl
DRILLING CONTRACTOR PT/
a) rrrc or rire:
STAINLESS, TCrLOK, OTHER
Pirc SCHEDULE MO
PIPE DIAMETER IB 2. IK.. 00 X Yz_ Ik.
I) TYPE or PirE JOINTS;
sur. (threaded )y^jgy?y other
SOLVENT CEMCU7: VCS ot^xiP,
C) TTPE or WELL SCREEN:
(TvC^I STAINLESS, TEPLOK, OTHER
slut si:ii n.d in.
SCREEN DIAMETERS 10 JL IK., 00 3- ^ IK.
B) INSTALLED MirTKCTOR FIPE LUCRS QtSj*r NO.
PRDTECMR PIPE IIIA. & IN. LOCK S>1. Jem
2) WELL DEVELOPMENT
A) METHODS
^UlLUs) rUKPXKC, 5URCIK5, COMPRESSED a:i
OT1IE*
I) APPROXIMATE water VOLOHEi
IQWVU ¦ AX I AS DCS
DURATION OR VOLUME PUNTED!
^ hOiu.
C) WATER CLARlTTi
IETORE DEVjUMEKT
CLEAR(ftimS)OPAqUE
ATTER OEVEyUUfilf
CLtARjfUM ID^OPAQUE
0) OUOR: TES arpW~>
3) WATER LEVEL SUKKART
A) DEPTH fROK TOP Or CASIHC ATTER DEVELDrSOTT
______ r:.
rop or casihc
ft. ariST)
1) CTJIER MEASUREMENTS (T.O.C.):
DATE/TIME
DATE/TIME m.ia.SR
DATE/TIME NO-tt.- s2l
DETTK 13V> rr.
Dtrw
-------
tiffi
weui
(P-llilflfclMMMI
PROJECT NAHC]
U3UT10K:
DAT! LNSTXU.CS I
ruruo lit
JQR
VtU. MO
Q-ii-aa
> im.ZJ (
OW'M
TP\/
TOP ur WELL CAS INC
CLtV. 7c f C(e> rT.
TTpTcT
CROUHO SURFACE
CLtV. 7cj'.C'
CONCRETE JIAWPAD
SEAL MATERIAL
DEPTH
HONITOIINC UCU CONSTRUCTION
1) VEU MATERIALS
a) "tfc or rires
(tve) STAINLESS, TEFLON, OTHER
pire schedule
it
RACRTiLL NATERIAL
L_ltAX£
iSb
ti'M. >&..
rtLtU PACX MATERIAL •
fcAnd •
VELL ROROH .
,tia. ML?
Zl.b
AS.S
JLBA
PT.
PT.
PT.
SEAL HATERUl
none.
1AUJILL MATERIAL
' C\/lVuJLAi CAdi IP
±LL
PT.
PT.
PT.
IQREHOLC DIAHRU
IN.
DRILLING KRHOO (o ' XC>
DRILLING CONTRACTOR _ ET1
pin uumcter to 2. ih..
I) TYPE Or riTE JOINTS:
sur.CnmEAOtp (m/tapeT), other
SOLVEKT CEMENT: YE5 0<^jT)
C) TTPE Of UCLL SCREEN:
(jYCj STAINLESS. 7E7U5N, OTHER _
suir sue: o.o /
00
2 VL
IK.
IN.
SCREEN UlAHCTEK: 10 Z. IK.. 00 2.^ IK.
S) INSTALLED PROTECTOR PIPE U/UlCR: QtCS^yr Ni
PROTECTOR fIKE VIA. C» IN. LOCK Si).
2} HCU SCVILOnUMT
A) METHODS
PUMPIKC, SURCIKC, COMPRESSES All
OTHER
>) APPROXIMATE HATER VOLUME:
RQWYED \l(a taA ADDED -
DURATION OR VOLUMEPUHTEOi
g kotAA
C) HATER CLARlTTt
I STORE DEVELOPMENT
CUAXyn)RlID/tffAOUEZ>
ATTER OEVtyiBMIHT
CUARffURliP/OPAQUE
0) ODOR: TES ortUT*)
3) WATER LSVRL SUWIAK
A) DEPTH FKOK TOP Or CAS INC ATTER DEVELOPNSfTT
¦ FT. OR DRT
1) OTUER MEASUREMENTS (T.O.C.):
DATE/TIME \o-Sa-R DErTKjM.3> IT.
DATE/TIME \o-\7.- 8fi
DATE/TIME IQ-lb-Sfl
ntnuM.^H rr.
DEPTH u£&4TZ.
-------
mr
weuowo***
PHOJEST KMItJ
LOCATIONi
.V\\iV>VwA LF .
¦ CW,yM*iA- tu ^
JOI NO.;
WELL MO.
OATl INSTALUtO t
PREPARED lit
tpv;
A
s s
Si
2 5
top ur well casing
£LEV. (o^ .10 n,
r/r*t/c. .
CROUNO SURFACE
CUV. I'H T.c
CONCRETE SIAL/PAO
SEAL MATERIAL
RACRTILL MATERIAL
tfV><-.vA f?
lAOCTlLL XCTUOO
SEA'. MATERIAL
niter rxcx hat
fc3o
WELL tOTTOH _
. ELZV. (W.g.fr
SEAL KATERlAl
IACWILL MATERIAL
**HlJrvA^.aJ
OEPTII
MONITORING WELL CONSTRUCTION
I) HILL MTERIALS
ftOREXOLC DIAMETER
IK.
ORILLING METHOD
DRILLING CONTRACTOR
gTH
a) type or fire;
STAINLESS, TEFLON, OTHER
rirc SCHEDULE
kIO
PIPE DIAMETER ID 2.
i) Tire or rire joints:
SLir, (fjlKEAOEO (W/TAPE?), OTItCK.
SOLVENT CEMENT: YES ar(KiT^>
C) TTPE Or UELL SCREENS
(Tvc .^STAINLESS, TEFLON, OTHER _
suur sue: QOl
in., oo 2 y? ;h.
IN.
SCREEN DIAMCTER: tO IK., 00 2- & IK.
0) MSTALLCD PROTECTOR PIPE W/tuCRs (ttTye NO,
PROTECTOR PIPE OU. k IN. LOCK SO.J&a^ L
2) UELL OEVCUPHWT
A) HRUOUI
uuue, surcim, compressed a:k
OTHER
¦) APPROXIMATE WATER VOLUME:
REMOVED <3 M b ^liA ADDED
DURATION OR VOLUME PUMPEDJ
M hoav»
O water claritt;
ICTORC OEVtLOPHEHT^_
CUAR/TUUID/WAQUEJJ
AFTER BEVELOPHEHT
/SLEAR/^URIID/OPAQUC
8) ODOR: TES «^N0~^
3) WATER LEVEL 5UMXART
A) DtrTH FROM TOP Or CASUS ATT El DEVEUJrsECTT
. n. OR ORI
1) OTHER MEASUREMENTS (T.O.C.)i
date/time io -vj.-aa
SATE/TIKE ln.W-88
DATE/TIME
DCTTX ^>.sf rr.
DEWnJti. .
-------
S tale of Wisconsin
_ Department of Natural Resources
Route to: Solid WasteHar. Waste ~ Wastewater^
MONITORING WT=LL CONSTRUCTS
Form 4400-113A Rev. 4-SC
Facility /Project Name •
Algoma Municipal Landfill
Local Grid Location of Well
ft- —- ft- Bw
Well Name
0W-15R
Facility License, fermii or Monitoring Number
Gnd On gin Location
Lai. Lonp. or
Wis. Unique Well timber JJH R.vVell Kumoer
T>, A Well Watts Table Observation Well 011
Piezometer ~ 12
St. PlaneZBTWlo ft.N. ZC, 533// ft.E_
Date Well Installed ,
Section Location of Waste/Source
bELl/4 of iiiO 1/4 of Sec.^T. 2£ N, R.
Distance Well Is From Waste/Source Boundary
Unknown ft.
Well installed By: (Person's Name and
Charles Markeraf
Is Well A Point of Enforcement Std. Application?
IjfYes O hfa
u ~ Upgradieru s ~ Sidegradient
d "El Downeradiem n ~ Not Known
E & F Drilling, Inc.
A. Protective pipe, top elevation
B. Well casing, top elevation
C. Land surface elevation
D. Surface seal, bottom _ ..
_68&i33h. MSL
_ MSL
. ft. MSL or _ 2.1 ft'
12. USCS classification of soil near screen:
GP ~ GMQ GC ~ CW ~ SW ~ SP ~
SMHSCD MLD MH ~ CL ~ CH ~
Bedrock ~
13. Sieve analysis aoached? ~ Yes E9 Na
14. Drilling method used:' Rotary ~ 5 0
Hollow Stem Auger E3 4 1
Qher ~ _L:'_
15. Drilling fluid used: Waie ~ 0 2 Air ~ 0 1
Drilling Mud ~ 03 Nor* H 9 9
16. Drilling additives used? ~ Yes
~ No
inscribe.
17. Source of water (attach analysis):
ft. MSL or N/A ft-\^
ft. MSL or 4 6 ft-^ \
E. Bentonite seal, top ft- MSL or i. .0. ft.
F. Fine sand, top
G. Filler pack, top ¦
H. Screen joint, top ^i?S.5ft-MSLor__S.Q ft-
Well boiiom ^ Jf ft. MSL or 15 0 ft-
i. Filter paclc. bottom _ ft. MSL or _ 1_ .0. ft-
v Borehole, bottom ft. MSL or _ 1^ 7_ _0 ft.
.. Borehole, diameter _ _8 _3 in.
>t. O.D. well casing _ 2 2 _
i' I.D. well casing 2 0 in.
Protective cover pipe:
L Inside diameter:
b. Length; ...
c. Material:
d. Addidona] protection?
If yes, describe:
B Yes ~ ho
_ 4 - Q in.
_ 5 • D ft
Steel Q 04
. Other ~
~ Yes ~ Nb
3. Surface seal:
Bentonite Q 3 0
Concrete ~ 01
Other ~
4. Material becween well casing and protective pipe:
Bentonite 0 3 0
Annular space seal ~
Othc ~
5. Annular space seal: a. Granular Bentonite S3 3 3
b . Lbs/gal mud weight... Bentonite-sand sluny ~ 3 5.
c . .Lbs/gal mud weight Bentonite slurry ~ 3 t
d . Bentonite Bentonite-cement grout ~ 50
50// Ft ^ volume added for any of the above
f. How installed: Trenie ~ o I
Tremie pumped ~ q 2
Gravity 0 q j
6. Bentonite seal: a. Bentonite granules 0 3 3
b. ~ 1/4 in. D3/8 in. ~ 1/2 in. Bentonite pellets ~ 3 2
c . ; . - Other ~ V _
,7. Fine sand material: Manufacturer, product name & mesh size
, Portage, Silica, Fine
b. Volume added N/A
.ft3
8. Filter paclc material: Manufacturer, product name and mesh size
a. American Material. Flint. #30
h. Volume vtriM 150// ' ft'*
9. Well casing:
Flush threaded PVC schedule 40 0 2 3
Flush threaded PVC schedule 80 Q 2 4
Other ~
10. Screen material:
i. Screen type:
PVC
Factory cut 0 1 1
Continuous slot ~ o 1
Other ~
Northern Air
b. Manufacturer
c. Slot size:
d Slotted length:
11. Backfill material (below filter pack):
Flint sand __
0. QL0 in.
ft-
None ~ 14
Other H _
y certify tha: lhe information on this form is true and correct to the best of my knowledge.
Firm
Environmental
^ Foundation Drilling. Inc.
lease complete both sides di this form and return to the appropriate DNK office listed at the top of llus form as required by chs. 144, 14/ and 160, wis. Stats..
J ch. NR 141, Wis. Ad. Code. In accordance with ch. 144, Wis Stats., failure to file this form may result in a forfeiture of not less than S10. nor more than
"COO for each day of violation. In accordance with ch. 147. Wis. Stats., failure to Hie this form may result in a forfeiture of not more than SI 0.000 for each .
... of violation. NOTE: 5h:dcd areas are for DNR use only. See instructions for more information including where the completed form should b*s sent.
-------
State of Wisconsin
Department of Natural Resources
MONITORING WELL DEVELOPMENT
Form 4400-113B Rev, 4-90
Facility/Project Name
Route tn- Solid Waste ~ Haz. Waste Q Wastewater ~
En.v. Response & Repair ~ UndagiuundTanlcJ Other ~ ——
County Name • Well Name
Kewaunee 0W-15K
¦ C
Algoma Municipal Landfill
Facility License, Permit or Monitoring Number
Cow^ Code
1. Can this well be purged dry?
~
Yes H
2. Well development method
surged with bailer and bailed
~
41
surged with bailer and pumped
E
61
surged with block and bailed
~
42
surged with block and pumped
~
62
surged with block, bailed and pumped
~
70
compressed air
~
20
bailed only
~
10
pumped only
~
51
pumped slowly
~
50
Other
- ~
3. Time spent develo'ping well
—
85 min.
4. Depth of well (from top of well casisng)
JJ. 1. ft.
5. Inside diameter of well
2
_0 _0 in.
6. Volume of water in filter pack and well
casing
.!_¦ J. gal
7. Volume of water removed from well
?5_.0_ga].
8. Volume of water added (if any)
Q , 0 gal.
9. Source of water added
11. Dep th to Water
(from top of
well casing)
Date
Before Development
L.Lift-
Time
12. Sediment in well
bottom
13. Water clarity
bJLJL/J*./2. 2.
m m d d y y
~ a.m.
c. lUikP0JiiL_n pjn,
1. J5, inches
Clear ~ 10
Turbid SI IS
(Describe)
After Development
0_fi/
il/Il./ll
mm d d y y
~ a-m.
jinknoi£n_n pjn.
0 .0 inches
Ckar ~ 20
Turbid 13 25
(Describe)
Very slight.1."
turbid
Fill in if drilling fluids were used and well is at solid waste facility: j^~
14. Total suspended . mg/1
solids
15. COD
. _ mg/1
. _ mg/1
- _ mg/1
10. Analysis performed on water added?
(If yes, attach results)
~ Yes ~ ffc
16. Additional comments on development:
Vr ell developed by: Person's Name and Firm
Noxie: Charles Markgraf
I hereby certify thai the above information is true and correct to the best
of mv Knowledge.
Signature: jfV^OkkhijUj) L
Firm: Environmental & Foundation Drilling, ]
(J
Print Initials: M „J H_
nc.
F«"*: .Environmental & Fmm^t-inn nrillinp,
NOTE: Shided areas are for DNR use only. See instructions for more information including a list of county codes.
-------
5 tale of Wisconsin
Route to:
acility/Pioject flame
Al^ma Municipal Landfill
Local Grid Location of Well
:—ft- Rs1 —: Ew
Well Name
OW-16
, ac. .icense, Permit or Monitoring Number
Grid Origin Location
Lai. Lone. or
Wis. Unique Y/ell £iumber L)Nk Well Numbc
^ O^KL
Type of Well Water Table Observation Well Q 11
Piezometer ~ 12
Sl Plane ~Z8B>S ft. E.
Date Well Installed „ ^
1 1/15/12
m m q a v v
Section Location of Waste/Source
SE 1/4 of JJul 1/4 of Sec3 Z..T. N, &.
r .stance Well Is From Waste/Source Boundary
Unknown .ft.
Well Installed By: (Person's Name and Firm)
Charles Markeraf
'• Well A Point of Enforcement Std. Application?
•&Yes ~ No
Location o£ Well Relative to Waste/Source
u |3 Upgradient s ~ Sidegradient
d ~ Downeradieni n ~ Not Known
E & F Drilling, Inc.
" Well casing, lop elevation
C. Land surface elevation
l\ Surface seal, bottom
_2fb+. .?2 ft.MSL
_ 3 ft.MSL
. ft. MSL or _ 5. 2 ft.
'Z USCS classification of soil near screen:
GP ~ CMQ GC ~ GW ~ SW ~ SP Q
SM ~ SCO MLD MHC3- CL ~ CH Q-
Berfrock ~
"1. Sieve analysis attached? ~ Yes E3 >fa
Drilling method used: Rotary ~ 50
Hollow Stem Auger ~ 4.1
' . Qhcr ~ .i' i;
"i. Drilling fluid used: Water ~ 02 Air ~ 0 1
Drilling Mud ~ o 3 None E3 9 9
ng additives used? ~ Yes
~
Describe.
17. Source of water (attach analysis):
Bentonite seal, top ft. MSL or J. 2 .D fi
Fine sand, top ft. MSL or _ JL 9 0
C-. FilteT pack, top _ J> 3. \ .3 ft. MSL or _ 2 _I j 0 ft.'
Screen joint, top _ J. . ^ ft. MSL or _ 2 2 _ 9 ft.
. Well bottom %_ / {J ft. MSL or _ 3 2 9 ft.
Filter pack, bottom ft- MSL or_3 5 0 ft..
Borehole, bottom ft- MSL or _ 3 5 0 ft,
. Borehole, diameter 8 3 in.
O.D. well casing _ 2 2 _ fo.
•. I.D. well casing _2 0 in.
¦2. Protective cover pipe:
a. Inside diameter: ..
b. Length:
c. Material:
0 Yes ~ Na
-k • Din.
_2. Da
d. Additional protection?
If yes, describe:
Steel ~
. Other ~
~ Yes Q
3. Surface seal:
Bentonite S
Concrete Q
Other ~
• 04
Mb
30
0 1
4. Material between well casing and protective pipe:
Bentonite 0
Annular space seal ~
: Othe- ~
5. Annular space seal: a. Granular Bentonite O
b. Lbs/sal mud weight... Bentonite-sand slurry ~
-c. Lbs/eal mud weight..... Bentonite shiny 53
d % Bentomte .... v. Bentonite-cemenf grout ~
35 gal Ft volume added for any of the above
How installed; Trenue ~
Tremie pumped H
Gravity ~
6. Bentonite seal: a. Bentonite granules 0
b. 01/4 in. Q3/8 in. - ~ 1/2 in. Bentonite pellets ~
c . Other ~ v__
¦7. Fine sand material: Manufacturer, product name & mesh size
il Pottage, Silica, Fine
30
3 3
35
3 1
50
0 1
02
08
3 3
3 2
b. Volume added
75//
8. Filter pack material: Manufacturer, product name and mesh size
a.- American. Material. Flint. #30 L-_
b. Volume added
9. Well casing:
475//
Flush threaded PVC schedule 40 0
Flush threaded PVC schedule 80 ~
Other ~
10. Screen material:
Screen type:
PVC
Factory cut 0
Continuous slot ~
Other ~
23
24
1 1
01
Northern Air
b.. Manufacturer ,
. c. Slot size:
d Slotted length:
11. B ackfill material (below filter pack):
Flint sand
0.010 in.
_9~ 6 ft.
Ken: D
Other E3
14
1 certify that the information on this form is true ar.d correct to lha best of my knowledge.
- I firm
-5uJ
, Environmental Foundation Drilling. Inc.
Icisc complete both sides o[ tlus form and return to the appropriate DNR office listed at the top of this form as required by chs. 144, 147 and 160. Wis. Slats
i ch. NR 141, Wis. Ad. Cbde. In accordance with ch.l<*4. Wis Suls., failure to file this form may result in a forfeiture of not less than S10, nor more than
-00 for each day of violation." tf> accordance with ch. 147, Wis. Stats., failure to file this fotm 'may result in a forfeiture of not mere thin S 10.000 for ear'
of violation. NOTE: Shaded areas are Cor DNR use only. See instructions for more information including where the completed form should be sent.
-------
State of Wisconsin
Department of Natural Resources
MONITORING WELL DEVELOPMENT
Form 4400-113B Rev. 4-90
Facility/Project Name
Algorta Municipal Landfill
Facility License, Permit or Monitoring Number
Route tri: Solid Waste ~ Haz. Waste O Wastewater ~
Env. Response & Repair ~ Underground TanJcG Other ~
County Name |W Name
Kewaunee 0W-16
County Code
unty C
3 I
1. Can this well be purged dry?
~
Yes El No
2. Well development method
surged with bailer and bailed
~
41
surged with bailer and pumped
0
61
surged with block and bailed
~
42
surged with block and pumped
~
62
surged with block, bailed and pumped
~
70
compressed air
~
20
bailed only
~
10
pumped only
~
51
pumped slowly
~
5.0
Other
- ~
--
3. Time spent developing well
_8_1 min.
4. Depth of well (from top of well casisng)
34 ..aft.
5. Inside diameter of well
2
0 0 in.
6. Volume of water in filter pack and well
casing
.
1 . 1 gal./f t
7. Volume of water removed from well
— —
.75. - -Q gal.
8. Volume of water added (if any)
0 , 0 gal.
9. Source of water added
10. Analysis performed on water added?
~ Yes ~ hfe
(If yes, aaach results)
¦
Before Development
.11. Depth to Water
(from top of
well casing)
.^31
Date
Time
b._ljO/J4_/9_2.
mm d d y y
~ a.m.
c. unknoicrL—~ p.m.
12. Sediment in well
bottom
13. Water clarity
9. 6 inches
Clear ~ 10
Turfjida 15
(Describe)
After Development
._33 .20 _ ft.
-L.0/_ii_ / 9_ 2.
mm d d y y
~ a.m:
.unknown.,~ p.m.
0 .0 inches
Clear ~ 20
Turbid ~ 2 5
(Describe)
Very slightly '
Fill in if drilling fluids were used and well is at solid waste facility: -
. mg/1
14. Total suspended
solids
15. COD
. . mg/1
. mg/1
. mg/1
16. Additional comments on development:
Well developed by: Person's Name and Firm
Ntme: Charles Markgraf' ' .
Finn: Environmental & Foundation Drilling. ]
1 hereby certify ihit the above information is true and correct to the best
of mv Knowledge. .
Signature:
Print Initials: M J H
nc.
f:'r7n: Environmental & FnttnrlaMhn nri.lUng. itic
NOTE: Shsded areas are for DKR use only. See instructions for. more information including a list of county codes.
i
-------
Stale of Wisconsin
|Route to: Solid Wasteifi Hax. Waste ~ Wastewater~
MONITORING WELL CONSTRUCTION
Form 4400-113 A Rev. A-5(
^ tnv. Kfiroanse
FaciliEy/Pioject fiame
Algoma MuniciDal Landfill
& n.ecaxr ui ur.G^rzrcuna i arxs lj wc lj
Local Grid Location of Well _ _
• ».p!* -
Well Name
OW-17
Facilicy License, Sennit or Monitoring Number
Gric! Ongin Location
Lai. Lcnz. cr
Wis;: Lrisaue Well >ounhc? s^DixK.Well Nunw
ose
typc 01 Weil Water Table Observation Well ~ 11
Piezcrr.eter ~ 12
Sl Plane ZSSS72. ft N. ZCT2 311 ft. E.
Date Well installed
1 0 f_L5-/2.JL
mm da v v
Secaoh Locaiion of Waste/Source
S&.1/4 of SM l/< ofSesJ&.T. 2S~N. R.2SL0 W.
Instance Well Is From Waste/Source Boundary
Unknown ft
Well Installed By: (Person's Name 2nd Firrn)
Charles Marksraf
Ls Well A Point of Enforcement Stri. Application?
^ "" ON,
Location of Weil Relaave a Waste/Source
u ^3 Upg^Jieni s ~' Sidi-gnrtigU
d O Downzradient . .. n D Not Known
E & F Drillins, Ir.c.
V.
B. We!l easing, top e!evalien &•' MSL ¦
C. Lar.d surface elevation _ .5 ft. MS L
D. Surface sea], bo corn ft. MSL or _ i . 2 \ 'y'i
12- U5CS classification of soil near screen:
GP ~ GMD CCD GW ~ SW ~ SP B
SM ~ SC ~ ML ~ MH ~ CL ~ CH ~
BedodcD
13. Sieve analysis attached? ~ Yes E fo
! '4. Drilling method used: ¦ Rotary ~ 5 0
I Hollow Stem Auzer EJ 41
' . Cthc ~
15. Drilling Quid used: Wasr ~ 0 2 Air "~ 0 1 .
Drilling Mud ~ o 3 Ncns B 99
16. Drilling additives used? ~ Yes
E Nj
• 7. Source of water (acach analysis):
Bentouite seal, top ft- MSL cr _3_ 9_ 0_ ft.
Fir.e sand, top ft. MSL or _4 4 0.
• . Filter pack. top _ ^ ft- MSL cr 6 0 fi.
~i. Screen Joint, lop _ ^ ft- MSL cr ® . Q. ft- ¦
Weil fcoGom _ ^ £ ft. MSL cr _ 5 3 0
Filler pack, bocctr. ft- MSL or _ 5_ 5 0_ ft—
* Borehole, beeem ; ft- MSL cr 5^5 0. ft.>
. Eorehole, diameter _ _8 _3 in.
O.D. v-ei! casing _ 2 2 _
. I.D. well casL-.g 2 C
•2. Protective cover pipe:
t. Inside diameter:
b. Length:
c. Material'
d. Additional protection?
If yes, describe:
-4.QL-
_2 - Q ft.
Steel E3 0-i
Other ~ 2__
P Yes ~ N=
3. Surface seal:
Ber^cnite IS 3 0
Concrete Q 0 1
Cfchs- ~
4. Material between well casir.g and protecave pipe:- '
Ber.tonite E3 3 0
Annular space seal ~
Other ~ j__
'5. Annular space seal: a. Granular Ber.anite ~ 3 3
j, Lbs/gal mud weight... Ber.tonice-sar.d slurry ~ 3-5
c. 10.5 Lbs/gal mud weight Bentorite siurry E 3 1
d 9o Ber.tonite .... .. Bentorita-cerr.ent ^ouc ~ "5 0
e. 80 gal Fc ^ volume added fcr any of the above
f. Kow installed; Tr=me ~ Q !
Treniie pi=nped 0 02
Gravity Q q S
6. Bentonite seal: a. Bc.tcnite grades £] 3 3
b. ~ 1/4 in. B3/8 in. ~ 1/2 in. Bentonite pellets ~ 32
c Other ~ J_ _
p. Fine sand material: Manufacturer. product .-.zn-.e & mesh size
, Portage, Silica, Fine
50#
b. Volume added
8. Filter pack material: Manufacturer. product name an-d mesh size
a, American Material. Flint. v30
h Volume added 150// ftJ
Rush tfeeaded P VC schedule 40 E 2 3
Flush threaded P VC schedule 80 Q -4
Other ~
9. Well cisl-.g:
10. Screen malarial:
a. Screen type:
? VC
Fsc*xr/cjt 0 11
Continuous slot ~ 0 I
, Other ~
Northern Air
b. Manufacturer ,
c. Slot size:
d. Sloced length:
11. Backfill material (below fJier pack):
Flint sar.d .
" 0. 010 in-
_T. \ f-..
Scne O 14
C«r ~ __
nerp'-v certify lha: t.-.a ir.fcr~aticrt c-'i this fcrrn is true arc ccr.-ect to the best cl my kncwledce.
• ' ¦ ¦ ' .
/.- \ihtljju ; X-
lic-£r^/
Fsm
Envir; r. r* r= C a 1 it FoundaCion Drilling. Inc.
j_: r complete boL.n sides ct frcs form ar.d r:wn to Lw.e appropnaie D^ K oti'icc Fisad at the top of this term as requu'ed by c!u. I-1-1. 147 and loO. v»is- i»-js
! :h. NR 141, Wb Ad. Cc^e. Li accordance with ch.14-1. Wis Siat: . (C file this form may result in a forfeiture of r.ct less chin S10. ^•'51rcr': l,t"'
.'•"•j :'cr each day c: yjalitcr.. In acccniir.ie with ch. 1-17. Wis. St2ts , :o f:lc this form may result in a forfeiture of net more than 5 iO.'-'.*' 'or
of vidlatior.. NOTE ShiJ.-d.ireiS ar: fur D.N"R use oriy. See fcr more information Lr.cludL-.g where the complied form shculJ
-------
State of Wisconsin
Department of Natural Resources
MONITORING WELL DEVELOPMENT
Form 4400-113B Rev. 4.90
Facility/Project Name ¦
Algoma Municipal Landfill .
Facility License, Pennit or Monitoring Number
Routg.ttt: Solid Waste ~ Haz. Waste ~ Wastewater ~
Env, Response & Repair ~ Underground Taric ~ Othff ~
County Name
Kewaunee
Well Name
County Code
OW-17
ounry C
3 »
1. Can this well be purged dry?
2. Well development method
~ Yes E3 ho
surged with bailer and bailed
~
41
surged with bailer and pumped
~
61
surged with block and bailed
~
42
surged with block and pumped
~
62
surged with block, bailed and pumped
~
70
compressed air
'~
20
balled only
~
10
pumped only
~
5 1
pumped slowly
~
M
Other
~
3. Time spent develqping well
4. Depth of well (from top of we'd casisng)
5. Inside diameter of well
6. Volume of water in filter pack and well
casing
7. Volume of water removed from well
8. Volume of water added (if any)
9. Source of water added
1
10. Analysis performed on water added?
(If yes, attach results)
~ Yes ~ Nd
Before Development
11. Depth to Water
(from top of t 2_2._lJLft.
well casing)
Date
Time
12. Sediment in well
bottom
13. Water clarity
bJL 0,/LZ/i. 1.
m -m d d y y
~ a.m.
c. iinknoHii_n p.m.
2.2 inches
. 1_ 2_ 0_ min.
.JL.-Oin-
1_ . JL gal./ft,
.3_iL . H gal.
0 . JO gal.
Cleiar ~ 1 0
Turbid Q 15
(Describe)
Very
After Development
3 2.
!_3 ft.
J.-0/_I_Z/_9 _2
mm d d y y
~ a.m.
_unknoira_Q p.m.
Q_ .Q_ inches
Clear ~ 20
Turbid 0 2 5
(Describe)
Very slighL-Tv
turbid
Fill in if drilling fluids were used and well is at solid waste facility:
. mg/1
14. Total suspended
solids
15. COD
. mg/1
. . mg/I
. mg/1
16. Additional comments on development
v. ell developed by: Person's Name and Firm
Name: Charles Markgraf
1 hereby certify that the above information is true and correct to Lhe best
of mv kr.owledee.
Signature: h/lrfjbti9a/ ? )~ f4&&^'
Firm: . Environmental & Foundation Drillins, ]
0
Print Initials: M J H
nc.
Fsrrn: Environmental & FounHpt-inn nri'lUno,
NOTE: ShsJcd areas are for DN"R use only. See instructions for more information including a list of county codes.
-------
S Cite of Wisconsin.
Route to: Solid Wasted Haz. WasteO Wastewater^
MONITORING WELL CONSTRUCTION
Form 4400-113A Rev. 4-9C
F acili ty/Project Name
Alcona Municipal Landfill
Local Grid Location of Well _ _
Well Name
OW-18 ... .
Fac' ' jcense. Permit or Monitoring Number
Grid Ongin Location
Lai. Leg- w
Wfa£:.Ui^B:.WeUJ,aimb«'.,'s;DNk.Well Number
, ^ ; , -P4-&
Type of Well Water Tahle Observation Well 0 11
Piezometer ~ 12
SL Plans 206. 7CTf- ft. N. 7 6S1.&&1 ft E.
Date Well Installed . _
1 0 /I 3 i3_2.
mm a a v v
Section Location of Waste/Source
SE 1/4 of AJVJ1/4 0f Sec.3Z,T.2£N. R.2£_Q W.
Distance Well is From Waste/Sourte Boundary
Unknown ft.
Well Installed By: (Person's Name and Finn)
Charles Markeraf
Is Well A Point of Enforcement Std. Application?
& Yes qji
Location of Well Relative to Waste/Souice
u ~ Upgradienl s ~ Sidegradienl
d JH Downeradient n ~ Not Known
E & F Drilling, Inc.
A. Protective pipe, top elevation
B. Well casing, top elevation
C. Land surface elevation ¦
D. Surface seal, bo com ..
ft MSL
_ MSL
_ <£&h.Q. ft- MSL
. ft. MSL or _ k. 2 ft
\2. USCS classification of soil near screen:
GP ~ GMD CCD GWn SW ~ SP
SM ~ SCD .ML MH ~ CL ~ CH.
Bedrndc ~
13. Sieve analysis attached? ~ Yes E3 H)
11. Drilling method used: Rotary ~ 5 0
Hollow Stem Auger EI 4.1
' Other ~ ~
15. Drilling fluid used: Wasr ~ 0 2 Air ~ 0 1
Drilling Mud Q 0 3 Noras E3 9 9
16. 'ing additives used? ~ Yes
Describe.
0 No
17. Source of water (attach analysis):
K. Bentonite seal, lop _ ft- MSL or 5. .5. ft.
Fine sand, top ft. MSL or N/A ft.\^^
j. Filter pack, top ft. MSL or _ _ 5. .2. ft-s^
¦i. Screen Joint, top _feH.il ft. MSL or __6 6 fL
. Well bottom _ b J- ft- MSL or 1.6.6 ft-
. Filter pack, bottom ft- MSL or _1_ 7 _5_ ft.
1. Borehole, boctom ¦ _», ._ ft- MSL or _ 1. 7 .5. ft.
..Borehole, diameter __8 3 in.'
¦!. O.D. well casing _ 2 2 _ jn.
i. I.D. well casL-.g 2 0 Li.
¦2. Protective cover pipe:
a. Inside diameter:
b. Length:
c. Material:
d. Additional protection?
If yes, describe:
Yes ~ Kj
_ 7 . Q fL
Steal ~ 0-1
... Oher ~
~ Yes ~ hi.
k3. Surface seal:
Bentonite H
Concrete O
Other
30
0 1
30
4. Material between well casing and protscave pipe:
Bentonite ED
Annular space seal ~
Other ~ _
5. Annular space seal: a. Granular Bentonite EH 3 3
b .Lbs/gal mud weight. .. Bentonite-sand slurry ~•35
c . Lbs/gal mud weight..... Bentonite slurry D 31
d. _ ; To Bentonite Bentorite-cementgrout ~
e. 1 75" . Ft volume added for any of the above
f. How installed: Trenue ~
Trerrue pumped ~
Gravity 0
6. Bentonite seal: a. Bentonite granules 0
b. ~ 1/4 in. D3/8 in. D.l/2 in. Bentonite pellets ~
c . . Other ~ _
,7. Fine sand material: Manufacturer, product name & mesh size
, Portage, Silica, Fine
50
0 1
02
0 3'
3 j
32
b. Volume added N/A
.ft3
8. Filter pack material: Manufacturer, product name and mesh size
». American Material. Flint:. #30
2gQf
Iv^
b. Volume added.
9. Well casing: Flush threaded PVCschedule 40 El
Rush threaded PVC schedule 80 ~
Other ~
10. Screen material:
a. Screen type:.
PVC
Factory cut 0
Continuous slot ~
Other ~
23
24
1 1
0 I
Northern Air
b. Manufacturer
c. Slot size:
d. Sloced length:
11. Backfill material (below Biter pack):
Flint sand
0. 010 in.
_i-6 ft.
Sere ~ 14
Other Q
4 cen fv- the! the ir.fcrrnatiqn cr. this fcrrn is true zr.ti correct to the best of my knowledce.
Firm
. Enviro'r.r.er. tal& Foundation Drilling. Inc. , ,
cr-.plde born siscs oi l*us form and return to the appropriate DiNK otfice listed at the top of this term as required by chs. 14-i. 14/ and 160, wis. Suls..
¦.z ch. NR 1 — I. Wis. Ad. Code. Li accardar.cc with ch.-14-i, Wis'Stats.. fa:l'jrc to file this form may result in a forfeiture of not less than S10, r.or more than
rC<30 fcr each day of viclaiior.. In accordance w-th ch. 147. Wis. Stats . failure to file this form may result in a forfeiture of not more than S10X00 for t*--
.v of violation. NOTE Shaded ireas arc for D.VR use only. See instructors for more inforrnaLon including where the completed form should be wr.t.
-------
Staie of Wisconsin
Department of Natural Resources
MONITORING WELL DEVELOPMENT
Form 4400-113B R.ev. 4-9Q
Route tn- Solid Waste ~. Haz. Waste O Wastewater ~
Env. Response & Repair ~ . Underground TanJcO Other ~
County Name
Kewaunee
WelTN
F acUity/Project N ame
Algoma Municipal Landfill
Facility License, Permit or Monitoring Number
ame
OW-18
County Code
31
1. Can this well be purged dry?
~
Yes ~ Na.
2. Well development method
surged with bailer and bailed
. S
41
surged with bailer and pumped
~
6.1
surged with block and bailed
~
42
surged with block and pumped
~
62
surged with block, bailed and pumped
~
70
compressed air
~
20
bailed only
~
10
pumped only
~
51
pumped slowly
~
Other
- ~
—
3. Time spent developing well
„
_9 _2 min.
4. Depth oE well (from top-of well casisng)
_ i_
jL.J5.fc.
5. Inside diameter of well
2
0 0 in.
6. Volume of water in filter pack and well
casing
l_.i_gal./ft
7. Volume of water removed from well
1
5 .0_ gal.
8. Volume of water added (if any)
0 . _0 gal.
9. Source of water added
10. Analysis performed on water added?
(If yes, attach results)
~ Yes ~ hb
11. Depth to Water
. (from top of
well casing)
Date
Before Development
i_Q.A_5.fc-
Time
12. Sediment in well'
bottom
13. Water clarity
b-L.0/-iJ/ 9- 2.
mm d d y y
~ a.m.
c. unknown—~ p-m-
7. 8_inches
Clear ~ 10
Tumid EI 1$
(Describe)
After Development
_Pry_ . _ _ fc.
_LJ>/ _L.fi. 13.2.
mm d d y y
Qa.m.
nnWnnun ~ p.m.
_2_ .4 inches
Clear ~ 20
Turbid S 25
(Describe)
Fill in if drilling fluids were used and well is at solid waste facility;
. mg/l
14. Total suspended
solids
15. COD
. mg/l
. mg/l
. mg/l
16. Additional comments on development:
This well was bailed dry 3 times.
Well developed by: person's Name and Firm
Nime: Charles Markgraf
Fi-Tn: Environmental & Foundation Driliing. j
I hereby certify that the above information is true and correct to the best
of mv lono
nowledge.
Signature: J jt ficnt-g/
Print Initials: M J R_
nc.
Firm: Environmental & Fnnnrfafin" ^ r1'1111 t
NOTE: ShiJed areas irz fcr'DNR use only. See instructions for more information including a list of county codes.
-------
Sluc of Wisconsin
Route to: Solid WasteTjZj Haz. Waste ~ WastewaierD
MONITORING WELL CONSTRUCTIG
Form 4400-113 A Rev. 4-j
F aji-Ji ty/Proj ect Name
Algotna Municipal Landfill
Local Grid Location of Well _ _
¦ , nR? • _A.Hfc
VVell^ame
ow-19
Fic-'-^v License, Permit or Monitoring Number
Grid Origin Locaccn
r .it Lon^. CT
Auxnbcr UN tLSV'eU tiwnbt
1"
Type of Well Water Table Observation Well 0 11
Piezometer ~ 12
Sl Plane 296/76*7 ft N, Z 6S3.^5S'9_. ft. E.
Date Well Installed , , „
1 fi./-l_3/i._2
mm g a v v
Section Location of Waste/Source _
SC 1/4 of MvJ 1/4 of Sec.22=, T. 1£N, R.?£_Q W.
Distance Well Is From Waste/Sotsce Boundary
> Unknown ft.
Well Installed By: (Person's Narne znd ^irm)
Charles Marlce-mf
Ls Well A Point of Enforcement Ste. Application?
Yes ~ Nj
Location oc Well Re22Qve to Waste/Source
u ~ Upgradieru s ~ Sidegradient
d CJ Downsradient n ~ Not Known
E & F Drilling, Inc.
.A. Protecave pipe, tcp elevation . .5"L ft. MSL
3. Well caring, top elevaiion ft- MSL
C. Land surface elevinon ft MSL
D. Surfaceseal, bo com ; ft. MSL or _ 4. Z ft-'
| 12. USCS classification of soil near screen:
j GP ~ GMD CCD GW ~ SW ~ SP ~
! SMB. SCO MLO MH ~ CL ~ CH ~
' BeAode ~
| 13. Sieve sr.jJysis attached? ~ Yes E3 Na
!i. Drilling method used: Romy ~ 50
Hollo-- Stem Auger ~ i 1
Other ~ '.J'i
.5. Drilling fluid used: Wasr ~ 0 2 Air ~ 0 1
Drilling Mud O 0 3 New E 99
'.6. P-\i®ir.a accicves used?
L>escribe.
~ Yes
E3 Nd
17. Source of water (artach analysis):
H. Bentonite sea!; top ft- MSL or _ 2 0 0 ft,
Fir.e sar.d. top ft. MSL or 2 9 0 ft-'
J. Filter pack. tcp
Screen joint top
Weil bpcom
o ft\^
6 T2. (o ft. MSL cr 3 15 ft.v V
. k jT0 ft. MSL or _ 3 4 0 ft.
AlTl ft- MSL or_ 3 9 .0 ft.
Filter pack, baccm ______ ft- MSL or _ 4 0 0^ ft.
Borehole, be com ft. MSL or _ A 0 0 ft.
. Borehole, diameter ^3 3 k"-
0.D. well casing _ 2 2 _
1.D. we':': cisL-.j _2 0 _
1. Cap and lock?
Protective cover pipe:
a. Inside diameter: -
b. Length:
c. Material'
d. Additional protection?
If yes, describe:
B Yes ~ Nd
-6.0L-.
-2.0 ft-
Steel Q 0 4
Other ~ _
~ Yes ~ Nb"
3. Surface seal:
Bentonite EJ 3 0
Concrete O. 0 1
Other ~ T
4. Material between well casing and protscrive pipe: ¦
Bentonite Q 3 0
Annular space seal ~
' Other ~ Li
5. Annular space seal: a_ Granular Bentonite O 3 3
I, Lbs/gal mud weight... Bentonits-sand slurry ~ 3 5
c. 10 - 5 Lbs/gal mud weight..... Bentonite slurry E 3 1
d To Bentonite .... '. .Bentonite-cement grout ~ 50
e.-35 gal Ft ^ volume added fcr zny of the above
f. . Kow instilled: Tremie ~ 0L
Trerniepumped ~ 52
• Gravity 0 0 3
6. Bentonite seal: a. Bentonite granules 0 3 3
b. ~ 1/4 in. E33/8 in. ~ 1/2 in. Bentonite pellets ~ 32
c . ; Other ~ _ _
,7. Fine sand material: Manufacsier, product name &. mesh size
a Portage, Silica, Fine ¦ j
b. Volume added 30//
.ft3
S. Filter pack maierial: Manufacairrr. product name and mesh size
a. American. Matarial. Flinc. #30
h Volume vVH 100// • ft-*
9. Well casing: Rush threaded PVC schedule 40 £3 2 3
Hush threaded PVC schedule 80 ~ 2 4
Other ~
10. Screen material:
a. Screen type:
PVC
Factory cut £3 11
Continuous slot ~ 0 L
Other ~
b. Manufacturer N'orcharr. Air
c. Slot size:
d Slcced length:
I I. Backfill material (below filter pack):
Flint sand
0.010 Li.
_ . 6 ft.
Ncre ~ 14
COvr ~
"c ' v cer.'y Ir.a: Ihe in'or.v.alic.-. or. this Icrm is Irue a.-c correct to lha best of my knowlec'ce.
1 Firm
\CfttLuJ ik&t/
.. .. . _ . . E-nvironreritala Four,<3acion Drilling^ Inc. 5
e ccrnpie:e both s:Cfcs c! 'Jus form and return to the appropriate DiNt< ntnec listed at the lop of this 1'etm as required by chs. 14-4. 14/ and 160. w is. iia-j .
i ch. SH 14'.. Wj. Ad. Code. Lt accorc!a.-ii: wi-J". ch.l4-S, V*Hs Stats., fa:!-s-c to file this form may result in a forfeiture of not less thin S10. r'°\jp^!e ^-rf'
¦'•"0 fcr each dav cf v.olaiion. In accordance -^:th ch. 147, Wis. Stats . fi;iu:c (0 file this fcrm may result in 1 forfeiture of net more than Sl0.C«-"i :or
-------
Stale of Wisconsin
Department of Natural Resources
MONITORING WELL DEVELOPMENT
Form 4400-113B Rev. 4-90
Facility/Project Name
Algoma Municipal Landfill
Route far Solid Waste ~ Haz. Waste ~ Wastewater ~
Env. Response & Repair ~ Underground TstrfcD Other ~
County Name
Kewaunee
Well Name
0W-19
DNR WetlsNuniber 5
Facility License, Permit or Monitoring Number .
County Code
3 1
£>f pn'T linc,
NOTE: Sh&icd areas axe for DNR use only. See instructions for more information including a list of county codes.
-------
State of Wisconsin
Rome to: Solid Wascel^, Haz. Waste~ Wastewater~
v, y
MONITORING WELL CONSTRUCT©
Form 4400-113 A Rev. 4.9
Facility /Project Name
Algoma Municipal Landfill
Local Grid Location of Well _ ¦
WellName
OW-20 "
F^lity License, Permit or Monitoring Number
Grid Ongin Location
Lsl Lonj?. of
iJJgStfMmWeii tavtixr L>Nil.Well Kurab*
; ^ 04 *4"
Type of Well Water Table Observation Well 011
Piezometer ~ 12
SlPW3S9 ZTT ft. N. ft E.
bale Well Installed , _ , ,
1 0 / 14/9__2
mm dayv
Section Location ofWaste/Source _
,£.1/4 of ^1/4 ofSec^T^N, R.2jLgf?.
Distance Well Is From Waste/Source Boundary
Unknown ft
Well Installed By: (Person's Name and Fum)
Charles Markpraf
Is Well A Point of Enforcement Std. Application?
~ Yes ~ lb
u ~ Upgradient s ~ Sidegradiont
d 1ST Downeiadient ' n" ~ Not Known
E & F Drilling, Inc.
A. Prolective pipe, top elevation
B. Well casing, top elevaiion
C. Land surface elevation
D. Surface seal, boaom_
MSL
_ j£773/ ftMSL
ft.MSLor_A.2 ft.
12. USCS classification of soil near screen:
-GP ~ GMB GCO GW ~ SW ~ SP ~
SM ~ SC ~ ML ~ MH ~ CL ~ CH ~
Bedrock ~ - -
13. Sieve analysis attached? ~ Yes ' E Nd
14. Drilling method used: Rotary ~ 5 0
Hollow Stem Auger E3 4.1
' Other ~ -JU.
15. Drilling fluid used: Water ~ 0 2 Air G 01
Drilling Mud O 0 3 Not* E3 9 9
1' drilling additives used? ~ Yes
[Describe.
0 Nd
17. Source of water (attach analysis):
E. Bentonite seal, top ft- MSLor 0 , 8 ft^
F. Fine sand, top _ ft. MSL or N/A ft-\^^
G. Filter pack, top _ Jp3" V "5" ft- MSL or 5.6 ft.v . \l
H. Screen joint, top _ ^ 5~i, ft- MSL or 6 0 ft.
I. Well bottom _ & £ I. \ ft- MSLor_ _1_60 ft.
J. Filter pack, bonom ft- MSL or 1 J7 5^ ft.,
K. Borehole, bottom ft- MSL or _ J; 7 , ^ ft-
L. Borehole, diameter _ 8__3 in.
M. O.D. well casing _ 2 2 _ in.
N. I.D. well cuing 2 0 in.
Protective cover pipe:
a. Inside diameter.
b. Length: -
c. Material:
d. Additional protection?
If yes, describe:
3. Surface seal:
Yes ~ N3
_ k - Q Li
-1¦Q ft-
04
to
3 Q
01
Steel El
. tther ~
~ Ye ~
Bentonite El
Concrete O
Other ~
4. Material between well casing and protective pipe:
Bentonite £1
Annular space seal ~
Other ~
2. Annular space seal; a. Granular Bentonite S3
b Lbs/gal mud weight... Bejuonite-sand shiny D
c . Lbs/gal mud weight Bentonite slimy ~
d . fa Bentonite Benconitarcement grout ~
100# Ft ^volume added for any of the above
How installed: Trerrue ~
' Tremie pumped ~
Gravis E
6. Bentonite seal: a. Bentonite granules ~
b. ~ 1/4 in., D3/S in. ~ 1/2 in. Bentonite pellets ~
c . ! ! Other ~
30
3 3
35
3 i
5 0
0 I
02
03
33
¦? 7
,7. Fine sand material: Manufacturer, product name Sc. mesh size
. Portage, Silica, Fine __
b. Volume attted N/A
.ft3
8. Filter pack material: Manufacturer, product name and mesh sizi
l American Material. Flint:. "30
b. Volume added.
9. Well casing:
250#
Flush threaded PVC schedule 40
Flush threaded PVC schedule 80
Olher
~
~
10. Screen material:
a. Screen type:
PVC
Factory cut 0
Continuous slot ~
Other ~
23
24
1 I
01
Northern Air
b. Manufacturer ,
c. Slot size:
d. Slotted length:
11. Backfill material (below filter pack):
Flint sand
0. 0 10 in.
9.6 ft.
Non: ~
Other ~
14
J_ aby certify that the information on this form is true and correct lo tha best of my knowledge.
S1 „..jisvzc _ ~a . / I Firm .
fr\ cMAjlu ) A hlth^V
. : ¦ or '
bviccor
ri60.W is. Slats..
, , |Environmental Foundation Drilling. Inc.
P.'.-ise complete both sides of this fotfn and re rum to the appropriate DNK otlice listed at the top of this form as required by chs. 144. 147 and 1
ir. J ch. NR 141. Wis: Ad. Code, bviccordancc with ch.144. Wis Suis.. failure to Tile this form may result in a forfeiture of not less thin 510. notmore tnan
S5TCO for each day of violaiier.. In accordance with ch. 147, Wis. Stats., failure to file this form may result in a forfeiture of not more than 510.uw **¦
.!jy of violation. NOTE: Shaded areas are for DNR use only. See instructions for more informmion including where the completed form should tx scr.t<
-------
State of Wisconsin
Department of Natural Resources
MONITORING WELL DEVELOPMENT
Fotm 4400-113B Rev. 4-90
Facility/Project Name"
tn- Solid Waste'~ Haz. Waste ~ Wastewater ~
Env. Response &. Repair ~ Underground Tank: O Other ~
County Name Well Name
Kewaunee 0W-2C
Algoma Municipal Landfill
Facility License, Permit or Monitoring Number
(bounty Code
1. Can this well be purged dry?
2. Well development method
~ Yes H
surged with bailer and bailed
~
41
surged with bailer and pumped
~
61
surged with block and bailed
~
42
surged with block and pumped
~
62
surged with block, bailed and pumped
~
70
'compressed air
~
20
bailed only
P
10
pumped only
~
5 1
pumped slowly
" ~
5.0
Other
~
Ifif
11. Depth to Water
(from top of
well Casing)
Dale
Before Development
Time
bJ,_0/jL5_/1.2_
m m 'd d y y
~ a.m.
c. unknoi£n__n pjn.
0 .0 inches
3. Time spent developing well'
4. Depth of well (from top pf well casisng)
5. Inside diameter of well
6. Volume of water in filter pack and well
casing
7. Volume of water removed from well
8. Volume of water added (if any)
9. Source of water added
85_ nun.
11. _9 ft.
2 ,_Q_0 in.
_JL. _L gal./ft
80 . _0 gal.
0 , _0 gal.
12. Sediment in well _ _
bottom ...
13. Water clarity ' Clear ~ 1 0
Tabid CI 1 5
(Describe)
After Development
__i-.-i.q_fc.
_I_0/_15_/JLJL
mm d d y y
~ a-m.
unknown _~ p.m.
_0. Clinches
Clear Q 2 0
Turbid ~ 2 5
(Describe)
Fill in if drilling fluids were used and well is at solid waste facility:
14. Total suspended ¦ mgA
solids
15. COD
. mgA
. mg/l
. rng/l.
10. Analysis performed on water added?
(If yes, acach results)
~ Yes ~ Nb
16. Additional comments on development:
Weil developed by: Person's Name and Firm
Name: Charles Markgraf
Finn: Environmental & Foundation Drilling. ]
I hereby certify that the above information is true arid correct to the best
' kno
of mv Knowledge.
Signature:
Print Initials: M J H
nc.
JYlJ J..
Firm:
Environmental & Fnnnrfarjpn Hri1 1t In.
NOTE: Shaded areas are for DNR use only. See instructions for more information including a list of county codes.
-------
Sure of Wisconsin
Department of Natural Resources
Route mr Solid Waste|JfJ Haz. Wists~ WasojwaierD
MONCTORING WELL CONSTRUCTIO?
roiiu 4-rUU-113A p.v a cr
r acilicy/Project Name
Algoma Municipal Landfill
Local Grid Location of Well _ _
• fcR!* ¦ .LR&
Well Name
0W-21
Facv i^v License. Permit or Monitoring Number
Grid Origin Location
LaL Lonff- 01
Wj5. Uibouc Well Number L)NR Well Numw:
Type «jC Well Water Table Observation Well 0 ll
Piezometer ~ 12
Sl Plane 288. ft. N. Z C,5t, ^85~ft. E.
Dale Well installed , , „
1 o/U/ii
mm a a y v
Section Location of Waste/Source
1/4 of A/0J1/4 of Sec.32. ¦ T. Z S N. R.1! f¥t ft- MSL
ft. MSL
ft-MSLor _4.2 ft
12. USCS classification of soil near screen:
GP ~ CMQ GC ~ GW ~ SW ~ SP E
SM ~ SC ~ ML ~ MH ~ CL ~ CH ~.
Bedrode ~
13. Sieve analysis attached? ~ Yes £3 Jfe
14. E>rilling method used: • Rotary ~ 5 0
Hollow Stem Auger E3 4J
Cthcr D
15. Drilling fluid used: Water ~ 02 Air ~ 0 1
Drilling Mud p o 3 Kcrs E 99
16. Drilling additives used? ' ~ Yes
~ Nj
17. Source of water (anach analysis):
Bentonite seal, top ; ft- MSL or _ 2.4. ,Q. ft
;. Fine sand, top ft. MSL or 2 §_ 0
Filler pack, top . ,MSLor_3 1 .5. ft-\ \J
!. S err en joint, top _ 1. % ft-MSLor _3 3 0 ft.
Well bocom _ k 1 S % ft. MSL or _ 3 8 0 ft-
Filter pack, bocom _ ft- MSL or _ 4 0 ,0_ ft-
.. Borehole, bottom ft- MSL or _ 0 .0 ft.
Borehole, diameter _ _8 _3 in.
0.D. *«U casL-.g _ 2 2 _ in.
1.D. **e!l casL-.j 2 0 i-„
^2. Protective cover pipe:
a. Inside diameter:
b. Length:
c. Material:
d. Additional protection?
If yes, describe:
Steel
Other ~
~ Yes ~
_ 4 . 0 in.
_ 7 . Q fL
~
3. Surface seal:
Bentonite E3
Concrete O
Other ~
4. Material between well casing and protective pipe:-
Bentonite £]
Annular spade seal Q
Othe ~
5. Annular space seal: a. Granular. Bentonite Q
Lbs/gal mud weight.. . Bentonite-sand slurry C
c. • 10 « 5 Lbs/gal mud weight..... .Bentonite slurry E3
H % Bentonite Bentonite-cement grout ~
. To Bentonite .
e. 40 "gal Ft ^volume added for any of the above
f; How installed: Treme ~
Tremie pumped H
Gravity ~
6. Bentonite seal: a. Bentonite granules g
b. ~ 1/4 in. EI3/8 in. ~ 1/2 in. Bentonite pellets Q 32
c . __ Other ~ V} _
,7. Fine sand material: Manufacturer, product name & mesh size
Portage, Silica, Fine : .
b. Volume added 30# . • ft3
04
30
0 1
30
33
3 5
3 1
50
0 I
02
03
3 3
8. Filter pack, material: Manufacturer, product name and mesh size
a. American Material. Flint:.. #30
b. Volume added.
9. Well casing:
100//
Flush threaded PVC schedule 40 0
Flush threaded PVC schedule 80 ~
Other ~
10. Screen material:
a. Screen type:
PVC
Factory cut E3
Continuous slot ~
Other ~
23
24
1 1
0 I
Northern Air
b. Manufacturer
c. Slot size:
d." Slotted length:
11. Backfill material (below filter pack):
Flint sand
0. 010. in.
_ 4 ¦ \ ft-
Ncn: ~ 1 -1
Other ~ _
r.er^'-y cer::!y the; [he information on this form is true a.-.ci correct to the best of my Knowledge.
. I Enviror.r.eriCal& Foundation Drilling. Inc. ,
•.lie ccrr.pice toth s:cles of '-Ms form and return to the appropriate DfiK otl'ice listed at the top ot this term as required by chs. 144, 147 and 160. Wis. Scits..
: ch. NR l-s:. V>'is. Ad. Code, Li-accordar.ee with ch.144. Wis Stats., fa-.lure 10 file this form may result in a forfeiture of not less than S10. r.or mere ihx-.
>10 fcr ejeh Jav of violation. Li accordance **i(h ch. 147. Wis. Stats . failure ic file this form may result in a forfeiture of r.ot more than ' IO.OOO iOr eacr.
;• of violation. NOTE: Shaded areas are for DNR use only. See ir.s~jc::ons for more information including where the completed form fc-J ser,l.(
-------
State of Wisconsin
Department of Natural Resources
MONITORING WELL DEVELOPMENT
Foim 4400-113B Rev. 4-90
Route try Solid Waste ~ Haz. Waste O Wastewater ~
Env, Response & Repair ~ Underground Tanlc!3 Other P
Facility/i'roject Name
County Name
Well Name
Algoma Municipal Landfill
Kewaunee
0W-21
Facility Ltcense, Permit or Monitoring Number
County Code
3.1
.W^Umqu^.Weli.Mimbe-
:DNRiW.eil-Number * :
1. Can this well be purged dry?
~
Yes
~ Nfa
Before Development
After Development
11. Depth to Water
2. Well development method
(from top of t
i-.AJ.ft.
. _A. _Z_ fL
surged with bailer ar.d bailed
~
41
well casing)
surged with bailer and pumped
13
61
surged with block and bailed
~
42
Dare ' b
J.I/I1/I1
11/IA/I2
surged wiih block ar.d pumped
~
62
m m d d y y
mm d d y y
surged with block, bailed and pumped
~
70
~ a-m.
~ a-m.
compressed air
~
20
Time c.
linkliOiZiL—~ p-m.
iinVnnwT; ~ p,m.
bailed only
~
10
pumped only
~
51
12. Sediment in well
2_ inches
0. .0 inches
pumped slowly
~
50
bottom
Other
~
13. Water clarity
Clear ~ 10
Clear ~ 20
TuAid CB 15 ..
Tuibid B 2 5
3. Time spent developing well
6
0 min.
(Describe)
(Describe)
Sliehtlv turbiri
4. Depth of well (from tcji of well casisng)
A
0
¦ 2. ft.
5. Inside diameter of well
2
0 0 in.
6. Volume of water in filter pack and well
casing
I
.i gal./ft
.
Fill in if drilling fluids were used and well is at solid waste facility: ,/ ¦
7. Volume of water removed from well
Lll
. H gal.
14. Total suspended
i ——
mg/1
. mg/1
8. Volume of water added (if any)
-—
JO
_0 gal.
solids
9. Source of water added -
15. COD
mg/1
. _ mg/1
10. Analysis performed on weter added? . ~ Yes ~ Ns
(If yes, attach results)
16. Additional comments on development:
Wei] developed by:. Person's Name arid Finn"
Ncr.e: Charles Markgraf
Firm: Environmental & Foundation Drilling,
1 hereby certify thai the above information is true ar.d correct to the best
¦ fcne • 1
of mv fcnowlecee.
Signature: J- llhfrz/
V
Print Initials: M J H
nc.
F""1™ Enviror.nental (, Fnim^rinn n-r-r 1 11 ,
NOTE: Shsdiad areas arc fof DNR use only. See instructions for more information including a.list of county codes.
-------
f
Stale of Wisconsin
-Department of Natural Resources
Rovtg tPT Solid Waste^B Haz. Waste ~ Wastewater ~
monitoring weul CONSTRUCTIC
Form 4400-113 A
Facility /Project Name
Algoma MuniciDal Landfill
Local Gnd Location of WeU
fr f, DE-
ft- ns. fL 1W
WeUName
0W-22
painty License, Permit or Monitoring .Number
Grid Origin Location
Lai. l*011)?- or
UNkWeilUumb
- 'V' '
I >f. of WeU Water Table Observation Well B 11
Piezometer ~ 12
Sl Plane"289,7S~3 ft. u 2&S3G7! ft. E.
Dais WeU installed ,
Section Location of Wast^'Source
££.1/4 of ^1/4 of Sec.3^T. 25 n, R.Z£.§
Distance Well Is From Waste/Source Boundary
Unknown ft.
WeU Installed By; (Person's Name and f^inn)
Is Well A Point of Enforcement Std. Application?
RYes -ON,
UJcaDon ot Well Keiaave to Waste/Source
u ~ Upgradictf s ~ SidcgradiaU
d "0 Downnadient ¦ n ~ Not Known
E & F Drilling, Inc.
3. Well casing, top elevation
C. Land surface elevation
D. Surface seal, bocorr.^
_6f f, 57" ft. MSL
J_ ft. MSL
ft. MSL or _k.l ft-
I 12. USCS classification of soil near screen:
j G? ~ GMQ GCD GYV ~ SW ~ SPQ
I SM ~. SC ~ ML ~ MH ~ CL ~ CH ~
! Bedrock ~
13. Sieve analysis attached? ~ Yes E3 No
j 14. Drilling method used: " Rotary ~ 5 0
! Hollow S tern Auger Q 4 1
¦ Other ~ -i_i
! 15. Drilling fluid used: Wasr O 02 Air ~ 0 1
| Drilling Mud ~ o 3 Nora E3 99
i 16. Drilling additives used? ~ Yes
0 th
-scribe.
'.7. Source of water (attach analysis):
3entDnile seal, top ft. MSL or _ _ 9. 4. ft^
Fine sand, top ft. MSL or N/A. ft.
'. Filter pact top _ ft. MSL cr _ 1_ 5.
!. Screen joint, top ft. MSL or _ 12.0 ft.
Well bottom ft. MSL or 2 2 0 fc
Filler pacic, bonom ft- MSL or _ 2 3 5_ ft.
1. Borehole, bo com ft. MSL or _ 2. 2 .5. ft.
• Borehole, diir.etsr _ 8 3 in.
!. O.D. well cisl-.j _ 2 2 _ Ln.
I.D. well casing 2 0 J-
•2. Protective cover pipe:
a. Inside diameter:
b. Length: •
c. Material'
d. Additional protection?
If yes, describe:
- 4 ¦ 0 in
-2.Q f-
Steel ~ 0^1
Other ~ __
~ Yes ~ Nd
3. Surface seal:
Benconite 0
Concrete ~
.Other ~
30
0 I
4. Material between well casing and protective pipe:
Bentonite E3 3 0
Annular space seal ~
. Other ~ -Vi_
5. Annular space seal: a. Granular Bentonite £3 3 3
b. Lbs/gal mud weight. .. Bentonite-sand slurry ~ 3 5
c. Lbs/gal mud weight Bentonite slurry D 3 1
d % Bentonite Bentonite-cement grout D
?nn#
50
_Ft volume added for anv of the above
0 1
0 2
03
How installed; Tremie ~
Tremie pumped ~
Gravity 0
6.Bentoniteseal: a. Bentonite granules 0.3 3
b. P1/4 in. Q3/S in. ~ 1/2 in. Bentonite pellets ~ 3 2
c. — : Other ~ r.'_
,7. Fine sand material: Manufacturer, produce name & mesh site
, Portage, Silica, Fine
b. Volume added N/A
.ft3
8. Filter pack material: .Manufacturer, product name arid mesh size
a. American Material. Flint. #10 .
b. Volume adHed 300# ft3
9. Well casing: Flush threaded PVC schedule 40 Q 2 3
Flush threaded PVC schedule 80 ~ 2 4
¦ • Other ~
10. Screen material:
a. Screen type:
PVC
Factory cut 0
Continuous slot ~
Other O
1 1
0 1
b. Manufacturer Northern Air
c. Slot size:
d. Slotted length:
11. Backfill material (below filter pacfc):
Flint sand ,
0. 010 in.
"9". 6 ft.
Ncrc ~
Other ~
14
cenifv ths: :.-e ir.fornria-ior. cn this fcrm is true ar-c ccr.-ect lo the best of my knowledce.
I Firm ! ¦ '
// ,.!Xtr~Ujy j
I
Enviror.-enta 15 FounHar ion Drilling . Inr .
Icnn as required by chs. 14-4, 147 and 160, Wis. Stau..
in a forfeiture of net less than 510, nor more than
in a forfeiture of not more than S l O.COO for each
ir.ciuding where the completed form should be sor.t,.
-------
State of Wisconsin
Department of Natural Resources
MONITORING WELL DEVELOPMENT
Form 4400-113B Rev. 4-90
Facility/Project Naine
Route tn; Solid Waste ~ Haz_ Waste ~ Wastewater ~
Env. Response & Repair ~ Underground Tank:Oiha- ~
' County Name
Algoma Municipal Landfill
Facility License, Permit or Monitoring Number
Kewaunee
County Code
3 I
Well N
ame
0W-22
lOfSfeWetf Numbers
1. Can this well be purged dry?
~
Yes
~ hb
2. Well development method
surged with bailer and bailed
. n
41
surged with bailer and pumped
~
6 1
surged with block and bailed
~
42
surged with block and pumped
~
62
surged with block, bailed and pumped
~
70
compressed air
~
20
bailed only
~
1 0
pumped only
~
5 1
pumped slowly
~
|0
Other
. ~
3. Time spent developing well
110
_ min.
4. Depth of well (from top of well casisng)
24.
6_fL
5. Inside diameter of Well
__2
._0
0 in.
6. Volume of water in filter pack and well
casing
_i_.
_1_ gal./ft
7. Volume of water removed from well
80.
¦L gal.
8. Volume of water added (if any)
_0._
_0gal.
9. Source of water added
10. Analysis performed on water added?
~ Yes
~ Na
(If yes, acach results)
Before Development
11. Depth to Water
(from top of • ¦ . 16 .55 ft.
well casing)
^ bJ,T0/JL5_/9_ 2.
ni'm & d' y y
~ a.m.
Time . c. UBknosnL_n p-m.
12. Sediment in well
bottom •
13. Water clarity
. _1.0_ inches
Clear ~ 10
Tuibid El 1 5
(Describe)
After Development
.18.. AO ft.
JL_0/-L6_ / JL.2.
mm d d y y
~ a.m.
iinlfnnMTi ~ p.m.
0. _Q_ inches
Clear ~ 20
Turbid EI 2 5
(Describe)
Fill in if drilling fluids were used and well is at solid waste facility:
14, Total suspended
solids
15. COD
. mg/l
• mg/l
¦ mg/l
. mg/l
16. Additional comments on development;
Well developed by: Person's Name and Firm
Name; Charles Markgraf
Firm: Environmental & Foundation Drilling. ]
1 herebv certify that the above information is true and correct to the best
of mv feiowleaee. •
Signature:
Print Initials: _M _J H_
nc.
(J
Firm:
Environmental & FonpriaM'nn ,
NOTE: Shsicd areas are for DNR use only. See instructioiis for more information including a list of county codes.
-------
.jokw i'K.in. L_ 111!/ l? •imu I—I *«U.MV\VCIlCr LJ
Env. Response & Repair ~ Underground Tanks ~ Other ~.
rorm 1 t.>A
"Facility/Project Name
Algoma Municipal Landfill
Local Und Location ot Well
on. a e.
ft. as. fi. ~ w.
Well Name
OW-22R
Facility License, Permit or Monitoring Number
Und Origin Location
Lat. Long. or
Wis. Unique Well Number dnr Well Number
Type ol Well Water Table Observation Well 111
Piezometer Q 12
St. Plane ft. N. 2.4>SJ.oS7ft. E .
Date Well Installed
_0_9 / 2_ _0/9.3_
Distance Well Is From Waste/Source Boundary
ft.
Section Location of Waste/Source £J E.
SE1/4 of {luJ[/4 of Sec. T. Zs_ N, R. ~ W.
Well Installed By: (Person's Name & Firm)
Charles Markgraf
Environmental & Foundation Drilling fnn
Is Well A Point of Enforcement Std. Application?
~ Yes ~ No
Location of Well Relative to Waste/Source
u ~ Upgradient s ~ Sidegradient
d IS Downgradient n ~ Not Known'
]
A. Protective Pipe, top elevation 2. 8 _ ft. MSL
B. Well casing, top elevation _ 653 • Si ft- MSL
C. Land surface elevation .m i ft. MSL
D. Surface seal, bottom . _ ft MSL or _ | .Oft
12. USCS classification of soil near screen:
GP ~ OM ~ GC ~ GW ~ SW ¦ SPB
S.VI ~ SC ~ ML ~ MH ~ CL ~ CH D
Bedrock ~
13. Sieve analysis attached? ~ Yes ¦ No
14. Drilling method used: Rotary ~ 5 0
Hollow Stem Auger ¦ 4 1
Other ~
15. Drilling fluid used: Water ~ 0 2 Air ~ 0 1
Drilling Mud ~ 0 3 None ¦ 9 9
16. Drilling additives used? ~ Yes ¦ No
Describe
17. Source of water (attach analysis):
E. Bentonite Seal, top ______ ft. MSL or i . 0 ft.
F. Fine sand, lop. . _ ft. MSL or _ _ 8 . 0 ft.
G. Filter pack, top ^ j>_ -T ft. MSI. or _ _1 0 . 0 ft:
H. Screen joint, top L$H_ . 1" ft MSL or . JL 2 . 0 ft.
I. Well bottom kfX • MSL or . 2 2 . 0 ft,
J. Filter pack, bottom . _ ft. MSL or . 2 3 . 0 ft
K. Borehole, bottom . _ ft. MSL or _ 2 3 . 0
L. Borehole, diameter _ 8 . 3 in.
M. O.D. well casing _ 2 . 2 _ in.
N. I.D. well casing _ 2 . 0 _ in.
. Cap & lock? ¦ Yes ~ No
¦2. Protective cover pipe:
a. Inside diameter: _ 4 . 0 in.
b. Length: _ 7 . 0 ft.
c. Material: Steel ¦ 0 4
Other ~ ;il
d. Additional protection? ~ Yes ~ No
If yes, describe:
Bentonite ¦ 3 0
3. Surface seal: Concrete ¦ 0 1
Other ~
4. Material between well casing & protective pipe:
Bentonite ~ 3 0
Annular space seal ~ i&l
i Other ~
5. Annular space seal: a. Granular Bentonite ¦ 3 3
b . Lbs/gal mud weight Bentonite-sand slurry ~ 3 5
c . Lbs/gal mud weight. Bentonite slurry ~ 3 1
d . % Bentonite Bentonite-cement grout ~ 5 0
e. 100# Ft' volume added for any of the above
f. How installed: Tremie ~ 0 1
Tremie pumped ~ ¦ 0 2
Gravity ¦ 0 8
6. Bentonite seal: a. Bentonite granules ¦ 3 3
b. ~ '/< in. ~ % in. ~ 'A in. Bentonite pellets ~ 3 2
c . Other ~
7. Fine sand material: Manufacturer, product name and mesh size
a. Portage. Silica. Fine
b. Volume added 50# ft5
8. Filter pack material: Manufacturer, product name and mesh size
a. Badger Mining #30
b. Volume added 350# ft3
9. Well casing: Flush threaded PVC schedule 40 ¦ 2 3
Flush threaded PVC schedule 80 ~ 2 4
* . Other ~
10. Screen Material: PVC
a. Screen Type: Factory Cut ¦ 1 1
Continuous slot ~ 0 I
Other D
b. Manufacturer Northern Air
c. Slot size: 0. 0 10 in.
d. Slotted Length: _ 9 . 6 II.
11. Backfill material (below filter pack): None ~ 1 4
Natural Soil Other ¦
hereby certify that the information on this form is true and correct to the best of my knowledge.
tirm
Environmental & Foundation, Drilling, Inc.
lease complete lioth sides of this tariff and return to the appropriate DNR olTiee listed at the top of this form as required by chs. 144. 147 and 160, Wis. Statu., and cii.
NR 141, Wis. Ad. Code. In accordance with ch. 144, Wis. Stats., failure to file this form may result in a forfeiture of not less than S10, nor more than S5000 for each
day of violation. In accordance with ch. 147, Wis. Stats., failure to file this form may result in a forfeiture of not more that 510,000 for each day of violation. NOTE:
Shaded areas are for DNR use only. See instructions for more information including where the completed form should be sent.
-------
State of Wisconsin
Department of Natural Resources
MONITORING WELI. DEVELOPMENT
Form 4400-113B Rev. 4-90
Facility/Project Name
Algoma Muncipal Landfill
Facility License, Permit or Monitoring Number
Route to: Solid Waste ~ Haz. Waste D Wastewater ~
Env. Response & Repair ~ Underground Tanks ~ Other ~
County Name
Kewaunee
Well Name
DW-22R
DNR Well Number
County Code
Wis. Unique Well Number
1. Can this well purged dry?
~ Yes ¦ No
Before Development
After Development
11. Depth of Water
2. Well development method
(from top of
i 1 6.741
17.6 ft
surged with bailer and bailed
¦ 4 1
well casing)
surged with bailer and pumped
~ 6 1
surged with block and bailed
~ 42
Date
b. 0 9 / 2 1 / 9 3
0 9/21/93
surged with block and pumped
~ 6 2
m m d d y y
m m d d y y
surged with block, bailed and pumped
~ 70
compressed air
~ 20
unknown ~ a.m.
unknown ~ a.m.
bailed only
~ 1 0
Time
c. : ~ p.m.
: D p.m.
pumped only
~ 5 I
pumped slowly
~ 50
12. Sediment in well
1 . 5 inches
0 . 0 inches
Other
~ m
bottom
3. Time spent developing well
JXJ_ min-
13. Water Clarity
Clear ~ 1 0
Clear ~ 2 0
Turbid ¦ 1 5
- Turbid ¦ 2 5
4. Depth of well (from top of well casing)
ft.
(Describe )
(Describe)
Ooaciue .
sliehtlv
5. Inside diameter of well
2.0 0 in.
turbid.
6. Volume of water in filter pack and well
casing
L-JL gab'ft.
7. Volume of water removed from well
6 _0_ . _0_ gal.
Fill in if drilling fluids were used and
well is at solid waste facility;
,8. Volume of water added (if any)
0_ . _0_ gal.
14. Total suspended
. mg/1
: . mg/l
9. Source of water added
solids
15. COD
. mg/1
. mg.1
10. Analysis performed on water added?
~ Yes DNo
(If yes, attach results)
16. Additional comments on development:
Well developed by: Person's Name and Firm
Name: Charles Maifceraf
Firm: Environmental & Foundation Drilling. Inc.
NOTE: Shaded areas are for DNR use only. See instructions
I hereby certify thai the above information is true and correct to
the best of my knowledge.
Signature: ^dcfckLuu) J.
Print Initials: M J II
Firm: Environmental & Foundation Drilling. Inc.
)f more information including a list of county codes.
I
-------
State of Wisconsin
Department of Natural Resources
Route to: Solid WasceJ^ Haz. Waste ~ Wastewater^
MONITORING WELL CONSTRUCTION
Form 4400-113A Rev. 4-50
"¦acility/Project Name
Algoma Municipal Landfill '
Local Grid Location of Well _
o-PS . ft-RSj
Well Name
OW-23
Facility License, Permit or Monitoring Number
Grid Origin Location
fjii. • Lcn^. or
W&Uffique«WeU.taiaiber:«^Phk Well Kusncer
: QSQ
Ty, . V/ell Water Table Observation Well £311
Piezometer- ~ 12
Sr. Plan*239.833 ft. N. Z&S3Z/3 ft. E.
Dale Well Installed , .
1 0./14 / 9 2.
m m . a v v
Sfjrirm Location of Wasii/Sourcr
|_l/4 of AO 1/4 of Sec4L ft- MSL or
_i5 .9.
ft.
. Filler pack, bocom
ft. MSL cr
-11 .0
ft.
I. Borehole, bocom
_n.a
ft.
. Borehole, diameter
_ .8, _3 in.
' O.D. well casing
.2 2 _
. I.D. well casing
2 0
_ ft. MSL or _ _ L 0. a
1. Cap and lock?
cover pipe:
diameter
b. Length: . .
c. Material:
I, \^ay u(u i\j
Pro£ective
a. Inside di
d. Additional ptptection?
If yes, describe:
S Yes ~ Na
_ A , Q Li.
la.Qft.
Steel Q 04
Other ~
~ Yes ~ No
3. Surface seal:
Benlonite 0
Concrete d
Oher ~
30
0 1
4. Material between well casing and protective pipe:
Bentonite Q
Annular space seal ~
Other ~
a. Granular Bentonite EJ
j j
3 5
~ 3
5. Annular space seal:
b Lbs/gal mud weight. .. Benlonite-sand slurry ~
c . Lbs/gal mud weight Bentonite slurry
d. _ % Bentonite Bentonite-cement grout ~
100# Ft ^volume added for any of the above
How installed; Trerrue ~
Tremie pumped ~
Gravity 0
6. Bentonite seal: a. Bentonite granules £]
b. ~ 1/4 in. D3/8 in. ~ 1/2 in. Bentonite pellets ~
e. - Other ~ _ _
,7. Fine sand material: Manufacturer, product name & mesh size
, Portage, Silica, Fine __
b. Volume added N/A ft^
50
01
02
OS
3 3
32
8. Filter pack material: Manufacturer, product name and mesh sizs
a. American Material. Flint:. $30
b. Volume y¥rd.
9. Well casing:
200//
Flush threaded P VC schedule 40
Flush threaded PVC schedule 80
Other
0
~
~
10. Screen material:
a. Screen type:
PVC
Factor;/ cut E
Continuous slot ~
Other D
24
1 1
0 1
Northern Air
Manufacturer
Slot size:
Slotted length:
11. Backfill material (below filter pack):
Flint sand
0. 0 L0 in.
"9". 6 ft.
Ncrc
Other
~
~
14
hereby certify that l,".e infer,-nation cr, this fcrrn is true s.ic correct to the best of mv knowledce.
Firm
^ I Enviro.r.~er!tala Foundation Drilling. Inc. > ¦ ¦ -
at complete both sides ot ifus fon/( ar.d return to the appropriate DiNK office listed at the top of this form as required by chs. 14-4. 147 and 160. Wis. Stats..
: :h. NR 141. Wis. Ad. Cede. In accordar.ce with ch.144. Wis Sliis.. fa:!'j:c to Tile this form may result in a forfeiture of r.ct less than S10. nor mere than
,v"0 for ei--h day of violation. In accordance with ch. 147, Wis. Slats., failure lo Hie this form may result in a forfeiture of nol more than SiO.OOO for eac.-.
¦ r: violation. NOTE: Shaded,areas are for DNR use orJv. See insc-jcii'ins for more information including where the completed form should be ser.t..
-------
Stale of Wisconsin
Departmentof Natural Resources
MONITORING WELL DEVELOPMENT
Form 4400-113B Rev. 4-90
Route to:' Solid Waste ~ Haz. Waste ~ Wastewater ~
Env. Response & Repair ~ Underground Tarte!3 Other ~
Facility/f'rojeci Name
Algotna Municipal Landfill
' T '! !¦. __ W U._
Facility License, Permit or Monitoring Number
County Name
Kewaunee
iounry Code
31
Well Name
OW-23
Wis. Uffiqua Weil Number
DNR Welt Number
1. Can this well be purged dry?
2. Well development method
~ Yes 0 No
surged with bailer and bailed
. C
41
surged with bailer and pumped
0
61
surged with block and bailed
~
42
surged with block and pumped
~
62
surged with block, bailed and pumped
~
70
compressed air
~
20
bailed only
~
10
pumped only
~
5 1
pumped slowly
~
50
Other
.. ~
--
3. Time spent developing well
85 nun.
4. Depth of well (from top of well casisng)
1 7 . U fu
5. Inside diameter of well
2
0 0 iiL
6. Volume of water in filter pfek and well
casing
. JL • .L gal..
7. Volume of water removed from well
80. 0 gal.
8. Volume of water added (if any)
9. Source of water added
0 . _0 gal.
10. Analysis performed on water added?
(If yes, attach results)
~ Yes ~ Nb
11. Depth to Water
(from top of
well casing)
¦ Date
Before Development
8 9 8 ft.
Time
bJ, O./-1!/9. 2.
m' m .'d d y y
~ a.m.
c. unknoim— ~ p-m-
12. Sediment in well _2.J_ inches
bottom
13. Water clarity' Clear _~ 10
Tuibid ~ 1 5
(Describe)
Opaque
After Development
.i_. 0..1 ft-'
_1 JO/_!!./_9_2
mm d d y y
~ a-m.
-Unknown p.m.
0. .0 inches
Clear ~ 20
Tuibid El 2 5
(Describe)
Fill in if drilling fluids were used and well is at solid waste facility:
. mg/1
14. Total suspended
solids
15. COD
. mg/1
. _ mg/1
. mg/1
16. Additional comments on development:
Well developed by: Person's Name and Firm"
Name: Charles Markgraf
Environmental & Foundation Drilling. 3
1 hereby certify thai the above information is true and correct to the best
of mv (oiowleSee.
Signature: !/V\a±iJj f// A- -rhhdi/
•¦J
Print Initials: M J H_
nc.
Firm:
EnvironnenCa 1 ft Fnnn^gMV" rri n in)
NOTE: Shsded areas are for DNR use only. See instructions for more information including a list of county codas.
-------
State of Wisconsin
Department of Natural Resources
Route To: Watershed/Wastewater D
Remediation/Redevelopment
Waste Management ~
Other D
MONITORING WELL CONSTRUCTION
Form 4400-113A Rev. 7-98
Facility/Project Name
Algoma Municipal Landfill
Local Grid Location of Well
„ DN. . DE.
ft. ns. ft- nw.
Well Name
OW-24
Facility License, Permit or Monitoring No.
00179
Local Grid Origin ~ (estimated: ~ ) or Well Location [X]
Tat ° ' " Long ° ' "or
Wis. Unique Well No. DNR Well Number
VT848 51
Facility ID
431006180
St Planp 287,443 fit N 2,623,715 ft f. S/(fVN
Date Well Installed
06/11/2013
Section Location of Waste/Source
El E
NE 1/4nf SE 1/4nfSec 32 f 25 n, R. 25 nw
Type of Well
Well Code 11/mw
Well Installed By: (Person's Name and Firm)
John Denneau
Location of Well Relative to Waste/Source
u ~ Upgradient s ~ Sidegradient
d 13 Downgradient n ~ Not Known
Gov. Lot Number
Distance from Waste/ Enf. Stds.
Source 1500 ft. Apply El
Subsurface Exploration Services, LLC
667 59 ft. MSL
A. Protective pipe, top elevation _
B. Well casing, top elevation _
C. Land surface elevation _
D. Surface seal, bottom 662.5 ft MSL or 3.0 ft
667 38 ft. MSL
665-5 ft MSL
12. USCS classification of soil near screen:
GP ~ GMD GC ~ GWD SWD SP ~
SM 0 SC ~ ML El MHD CL 13 CH ~
Bedrock ~
13. Sieve analysis attached? ~ Yes M No
14. Drilling method used: Rotary ~ 5 0
Hollow Stem Auger [3 4 1
Other nyi!
15. Drilling fluid used: Water B 0 2 Air ~ 0 1
Drilling Mud ~ 0 3 None ~ 9 9
16. Drilling additives used?
Describe.
~ Yes El No
17. Source of water (attach analysis, if required):
City of Green Bay (Drillers Shop)
E. Bentonite seal, top
F. Fine sand, top
G. Filter pack, top
H. Screen joint, top
I. Well bottom
J. Filter pack, bottom
K. Borehole, bottom
L. Borehole, diameter
M. O.D. well casing
N. I.D. well casing
ft. MSL or
662.5 ft. MSL or 3.0 ft..
662.0 ft. MSL or 3.5 ft..
659.6 ft. MSL or 5-9 ft. ¦
644-6 ft. MSL or 20-9 ft.
645.0 ft. MSL or 20.5 ft.
• 1. Cap and lock?
- 2. Protective cover pipe:
a. Inside diameter:
b. Length:
c. Material:
Yes ~ No
4.0
4.5
in.
ft.
d. Additional protection?
If yes, describe:
Steel 0 0 4
Other ~
~ Yes El No
13. Surface seal:
Bentonite IE 3 0
Concrete ~ 0 1
_ Other ~ s't'i
4. Material between well casing and protective pipe:
Bentonite i 30
Other ~ '18
- 5. Annular space seal: a. Granular/Chipped Bentonite H 33
b Lbs/gal mud weight... Bentonite-sand slurry ~ 3 5
c. Lbs/gal mud weight... Bentonite slurry ~ 31
d % Bentonite... Bentonite-cement grout ~ 5 0
e. 0-5 Ft3 volume added for any of the above
f. How installed: Tremie ~ 01
Tremie pumped ~ 0 2
Gravity 13 0 8
6. Bentonite seal: a. Bentonite granules ~ 3 3
b. ~ 1/4 in. 13 3/8 in. ~ 1/2 in. Bentonite chips El 3 2
c Other ~ ifi
, 7. Fine sand material: Manufacturer, product name & mesh size
a Badger Sand 4570 f§j§
0.08
.ft3
b. Volume added _
8. Filter pack material: Manufacturer, product name & mesh size
a FilterSil 0.65 H
b. Volume added
9. Well casing:
2.6
.ft3
Flush threaded PVC schedule 40 El 2 3
Flush threaded PVC schedule 80 ~ 2 4
Other ~ US
615.5 ft. MSL or 50.0 ft.
-10. Screen material:
a. Screen Type:
PVC
11
Factory cut
Continuous slot ~ 0 1
Other ~ Si!
Hole Products
2.38
2.07
b. Manufacturer
c. Slot size:
d. Slotted length:
11. Backfill material (below filter pack):
Caved Formation
0.010 in.
15.0 ft.
None ~ 14
Other 13 Hi
I hereby certify that the information on this form is true and correct to the best of my knowledge.
Signature
Firm Environmental Corporation
Tel:
Fax:
Please complete both Forms 4400-113A and 4400-113B and return them to the appropriate DNR office and bureau. Completion of these reports is required by chs. 160,281,283,289,
291,292,293,295, and 299, Wis. Stats., and ch. NR 141, Wis. Adm. Code. In accordance with chs. 281,289,291, 292, 293,295, and 299, Wis. Stats., failure to file these forms may
result in a forfeiture of between $10 and $25,000, or imprisonment for up to one year, depending on the program and conduct involved. Personally identifiable information on these
forms is not intended to be used for any other purpose. NOTE: See the instructions for more information, including where the completed forms should be sent.
-------
State of Wisconsin
Department of Natural Resources
MONITORING WELL DEVELOPMENT
Form 4400-113B Rev. 7-98
Route To: Watershed/Wastewater ~
Remediation/Redevelopment I
Waste Management D
Other ~
Facility/Project Name
County
Well Name
Algoma Municipal Landfill
Kewaunee
OW-24
Facility License, Permit or Monitoring Number
County Code
Wis. Unique Well Number
DNR Well Number
00179
31
VT848
51
1. Can this well be purged dry?
2. Well development method:
3. Time spent developing well
4. Depth of well (from top of well casing)
5. Inside diameter of well
6. Volume of water in filter pack and well
casing
7. Volume of water removed from well
8. Volume of water added (if any)
9. Source of water added
10. Analysis performed on water added?
(If yes, attach results)
~ Yes 0 No
surged with bailer and bailed
~
4 1
surged with bailer and pumped
~
6 1
surged with block and bailed
~
42
surged with block and pumped
~
62
surged with block, bailed, and pumped
70
compressed air
~
20
bailed only
~
10
pumped only
~
5 1
pumped slowly
~
5 0
other
~
240 min.
20.9 ft.
2.07 in.
2.8 gal.
150.0 gal.
0.0 gal.
Yes ~ No
Before Development After Development
11. Depth to Water
(from top of
well casing)
Date
Time
b.
6.10 ft.
6/13/2013
6.10 ft
6/13/2013
E<1 a.m.
08:00 ~ p.m.
0.0 inches
~ a.m.
02:00 0 p.m.
12. Sediment in well 0.0 inches 0.0 inches
bottom
13. Water clarity Clear ~ 10 Clear ~ 2 0
Turbid 0 15 Turbid 13 2 5
(Describe) (Describe)
Brown Light Brown
Fill in if drilling fluids were used and well is at solid waste facility:
mg/1 130.0 mg/1
14. Total suspended
solids
15. COD
mg/1
mg/1
16. Well developed by: Person's Name and Firm
Nick Prevost
SES
17. Additional comments on development:
TRC representative used a pump to further develop the well in an attempt to lower the turbidity of the water. 75 gallons
were evacuated out of the well at a rate of 1 gal/min over an hour and a half on 6/13/13. The well never went dry and
turbidity changed from >1000 NTU's to 486 NTU's at the end of pumping.
Facility Address or Owner/Responsible Party Address
Name; Mark Lentz
Firm: City of Algoma
street: 416 Fremont Street
City/State/Zip: Algoma, WI 54201
I hereby certify that the above information is true and correct to the best of my
knowledge.
Signature:
Print Name: Wesley Braga
Firm: TRC Environmental Corporation
NOTE: See instructions for more information including a list of county codes and well type codes.
-------
State of Wisconsin
Department of Natural Resources
Route To: Watershed/Wastewater Q
Remediation/Redevelopment
Waste Management ~
Other ~
MONITORING WELL CONSTRUCTION
Form 4400-113A Rev. 7-98
Facility/Project Name
Algoma Municipal Landfill
Local Grid Location of Well
ft DN' ft HE-
ft- ns "¦ nw.
Well Name
OW-25
Facility License, Permit or Monitoring No.
00179
Local Grid Origin ~ (estimated: ~ ) or Well Location Ek]
0 t 11 O i »1
T^it T.nnp or
Wis. Unique Well No. DNR Well Number
VT847 52
Facility ID
431006180
St Plane. 287,443 ft n 2,623,721 ft p. s
Date Well Installed
06/12/2013
Section Location of Waste/Source
HE
NE 1/4nf SE i/4ofs«v 32 T 25 N, R 25 nw
Type of Well
Well Code 12/pz
Well Installed By: (Person's Name and Firm)
John Denneau
Location of Well Relative to Waste/Source
u ~ Upgradient s ~ Sidegradient
d K Downgradient n ~ Not Known
Gov. Lot Number
Distance from Waste/ Enf. Stds.
S0Urce 1500 ft. APP'y H
Subsurface Exploration Services, LLC
668 25 ft. MSL
A. Protective pipe, top elevation _
B. Well casing, top elevation _
C. Land surface elevation _
D. Surface seal, bottom 658.5 ft MSL or ZJL ft.
668.12 ft. MSL
665.5 ft. MSL
¦ 1. Cap and lock?
- 2. Protective cover pipe:
a. Inside diameter:
b. Length:
c. Material:
Yes ~ No
i2_in.
ft.
12. USCS classification of soil near screen:
GP ~ GM~ GC ~ GWD SWD SP El
SM ~ sen ML ~ MHD CL ~ CH ~
Bedrock ~
13. Sieve analysis attached? ~ Yes 0 No
14. Drilling method used: Rotary ~ 5 0
Hollow Stem Auger C3 4 I
Other n'M
15. Drilling fluid used: Water 0 0 2 Air ~ 0 1
Drilling Mud ~ 0 3 None ~ 9 9
d. Additional protection?
If yes, describe:
Steel 13 0 4
Other ~ 3Si
~ Yes S3 No
13. Surface seal:
Bentonite El 3 0
Concrete ~ 0 1
Other ~ 1''
16. Drilling additives used?
Describe.
~ Yes 13 No
17. Source of water (attach analysis, if required):
City of Green Bay (Drillers Shop)
E. Bentonite seal, top
F. Fine sand, top
G. Filter pack, top
H. Screen joint, top
I. Well bottom
J. Filter pack, bottom
K. Borehole, bottom
L. Borehole, diameter
M. O.D. well casing
N. I.D. well casing
ft. MSL or
4. Material between well casing and protective pipe:
Bentonite HI 3 0
Other ~
- 5. Annular space seal: a. Granular/Chipped Bentonite ~ 3 3
b Lbs/gal mud weight... Bentonite-sand slurry ~ 3 5
c. 9.4 T.hs/gal mud weight... Bentonite slurry 13 3 1
d % Bentonite... Bentonite-cement grout ~ 5 0
e 7.4 Ft3 volume added for any of the above
f. How installed: Tremie ~ 01
Tremie pumped B 0 2
Gravity ~ 0 8
6. Bentonite seal: a. Bentonite granules ~ 3 3
b. ~ 1/4 in. ~ 3/8 in. ~ 1/2 in. Bentonite chips ~ 3 2
c Other ~ !
616.0 ft. MSL or 49.5 ft.
, 7. Fine sand material: Manufacturer, product name & mesh size
Badger Sand 4570 gj|
a
b. Volume added
0.13
.ft3
614.8 ft. MSL or 5M ft.
/ 8. Filter pack material: Manufacturer, product name & mesh size
a FilterSil 0.65 Si
611-1 ft. MSL or 54A_ ft.
606.1 ft. MSI, or 59A_ ft.
b. Volume added
9. Well casing:
1.21
.ft3
Flush threaded PVC schedule 40 0 23
Flush threaded PVC schedule 80 ~ 2 4
Other ~ \
607.5 ft. MSI.or 58.0 ft.
605.5 ft MST. or 60.0 ft.
-10. Screen material:
a. Screen Type:
PVC
Factory cut 0 1 1
Continuous slot ~ 0 1
Other ~
Hole Products
2.38
2.07
b. Manufacturer
c. Slot size:
d. Slotted length:
11. Backfill material (below filter pack):
Caved Formation
0.010 i„.
5-0 ft.
None ~ 14
Other 0 Sfi
I hereby certify that the information on this form is true and correct to the best of my knowledge.
Signature
Firm Environmental Corporation
Tel:
Fax:
Please complete both Forms 4400-113A and 4400-113B and return them to the appropriate DNR office and bureau. Completion of these reports is required by chs. 160,281,283,289,
291,292,293,295, and 299, Wis. Stats., and ch. NR 141, Wis. Adm. Code. In accordance with chs. 281, 289,291,292,293,295, and 299, Wis. Stats., failure to file these forms may
result in a forfeiture of between $10 and $25,000, or imprisonment for up to one year, depending on the program and conduct involved. Personally identifiable information on these
forms is not intended to be used for any other purpose. NOTE: See the instructions for more information, including where the completed forms should be sent.
-------
State of Wisconsin
Department of Natural Resources
MONITORING WELL DEVELOPMENT
Form 4400-113B Rev. 7-98
Route To: Watershed/Wastewater D Waste Management Q
Remediation/Redevelopment 13 Other D
Facility/Project Name
County
Well Name
Algoma Municipal Landfill
Kewaunee
OW-25
Facility License, Permit or Monitoring Number
County Code
Wis. Unique Well Number
DNR Well Number
00179
31
VT847
52
1. Can this well be purged dry?
~
Yes
® No
Before Development After Development
11. Depth to Water
2. Well development method:
(from top of
a.
6.90 ft. 6.90 ft.
surged with bailer and bailed
~
4 1
well casing)
surged with bailer and pumped
~
61
surged with block and bailed
~
42
Date
b
6/13/2013 6/13/2013
surged with block and pumped
~
62
surged with block, bailed, and pumped
70
H a.m. ~ a.
compressed air
~
20
Time
c.
08:00 ~ p.m. 01:00 Hp,
bailed only
~
1 0
pumped only
~
5 1
12. Sediment in well
0.0 inches 0.0 inches
pumped slowly
~
50
bottom
other
n
13. Water clarity
Clear ~ 10 Clear ~ 2 0
Turbid 13 15 Turbid 13 2 5
3. Time spent developing well
240 min.
(Describe)
(Describe)
Brown
Light Brown
4. Depth of well (from top of well casing)
59.4 ft.
5. Inside diameter of well
2.07 in.
6. Volume of water in filter pack and well
3.5 gal.
casmg
Fill in if drilling fluids were used and well is at solid waste facility:
7. Volume of water removed from well
160.0 gal.
14. Total suspended
mg/1 30.0 mgl
8. Volume of water added (if any)
0.0 gal.
solids
9. Source nf water added
15. COD
mg/1 mg/1
16. Well developed by: Person's Name and Firm
10. Analysis performed on water added?
0
Yes
~ No
Nick Prevost
(If yes, attach results)
SES
17. Additional comments on development:
TRC representative used a pump to further develop the well in an attempt to lower the turbidity of the water. 110 gallons
were evacuated out of the well at a rate of 2 gal/min over an hour and a half on 6/13/13. The well never went dry and
turbidity changed from >1000 NTU's to 94 NTU's at the end of pumping.
Facility Address or Owner/Responsible Party Address
Name: Mark Lentz
Firm: City of Algoma
Street: 416 Fremont Street
city/State/Zip: Algoma, WI 54201
I hereby certify that the above information is true and correct to the best of my
knowledge.
Signature:
Print Name: Wesley Braga
Firm- TRC Environmental Corporation
NOTE: See instructions for more information including a list of county codes and well type codes.
-------
State of Wisconsin
Department of Natural Resources
Route to: Solid Waste D Haz. Waste ~ Wastewater ~
MONITORING WELL CONSTRUCTION
Form 4400-113A Rev. 4-90
Alqata Landfill
r, QN f, n E.
— "• DS. —"• l~l W
Well Name
GMP-2
Facility License, Permit or Monitoring Number
Grid Origin Location
Lat. Long. or
Wis. UniqMe Well Number ... DNR WeU Number
Type of Well Water Table Observation Well ~ 11
Piezometer ~ 12
St. Plane 2S1. ft. N. SS.2.14 ft F.
Date Well Installed _ _ „
14/iJi/a.i
mm da y v
Section Location of Waste/Source
1/4 of __ 1/4 of Sec."2>Z .T. 2S N, R. ZS ®
Distance Well Is From Waste/Source Boundary
ft.
Well Installed By: (Person's Name and Firm)
Jeff Flaminio
Is Well A Point of Enforcement Std. Application?
~ Yes . ~ Nb
Location of Well Relative to Waste/Source
u ~ Upgradicnt s ~ Sidegradient
d ~ Downtrradient n ~ Not Known
WTD Environmental Drilling
1.
j B. Well casing, top elevation S3 ,!£7. ft-MSL
i
"" C. Land surface elevation _ &&(a. .12 ft. MSL
- D. Surface seal, bottom ft. MSL or _ .4.0 ft,
12. USCS classification of soil near screen:
GP ~ GMD GC ~ GW ~
SW IS SP
~
SM ~ SC ~ ML ~ MH ~
CL ~ CH
~
Bedrock ~
13. Sieve analysis attached? ~ Yes
~ No
14. Drilling method used:
Rotary ~ 5 0
Hollow Stem Auger IS 4 I
Other ~ —
15. Drilling fluid used: Water ~ 0 2
Air ~ 0 1
Drilling Mud ~ o 3
None 0 9 9
16. Drilling additives used? ~ Yes
0 No
Describe
17. Source of water (attach analysis):
•2. Protective cover pipe:
a. Inside diameter:
b. Length:
c. Material:
d. Additional protection?
If yes, describe:
K Yes ~ No
_ 4. 0 in.
.5 ft.
Steel Cf 04
Other ~ __
~ Yes 0 No
3. Surface seal:
Bcntonite ~
Concrete SI
Other ~
4. Materia] between well casing and protective pipe:
Bentonite 0
Annular space seal ~
Other ~
30
01
30
E. Bentonite seal, top ft. MSL or 0 .5. ft,
i F. Fine sand, top ft. MSL or NA ft.
_ G. Filter pack, top ft. MSL or 2 5 ft.-^^N^ ;
H. Screen joint, top ft. MSL or 3,0 ft.-— ^
"I. Well bottom
ft. MSL or _ 7 0 ft-v^
J. Filter pack, bottom ft. MSL or 10 0 ft. N
; K. Borehole, bottom ft. MSL or _ J.Q ,Q ft.
/
L. Borehole, diameter 8 0 in.
,M. O.D. well casing _ 2 3 7 jj,
*N. I.D. well casing 19 4 in_
' 5. Annular space seal: a. Granular Bentonite §3 3 3
b , Lbs/gal mud weight... Bentonite-sand shiny ~ . 3 5
c . Lbs/ga! mud weight Bentonite slurry CI 3 1
d Bentonite Bentonite-ccment grout ~ 5 0
e . Ft volume added for any of the above
f. How installed: Tronic ~ 0!
Tremie pumped ~ Q2
Gravity 0 og
6. Bentonite seal: a. Bentonite granules ^ 3 3
b. ~ 1/4 in. 03/8 in. ~ 1/2 in. Bentonite pellets ~ 3 2
c Other ~
.7, Fine sand material: Manufacturer, product name & mesh size
NA
b. Volume added
ft-
^8. Filter pack material: Manufacturer, product name and mesh size
a. American Materials #30
b. Volume added.
9. Well casing:
.ft:
Flush threaded PVC schedule 40 ~ 2 3
Flush threaded PVC schedule 80 0 24
' Other ~
¦ 10. Screen material:
a. Screen type:
PVC
Factory cut 0
Continuous slot ~
Other O
1 1
0 1
b. Manufacturer _
c. Slot size:
d Slotted length:
Northern Air
11. Backfill material (below filter pack):
[ hereby certify that the information on this form is true and correct to the best of my knowledge.
0. 010 ini
_~4. Q ft.
None S3 14
Other ~
» Signature
-Please ( 1 1 -¦¦ ¦ - ¦ "
Firm
WTD Environmental Drilling
! complete boLh sides of this form and return to the appropriate DNR office listed at the top of this form as required by chs. 144, 147 and 160, Wis. Stats..
Cade. In accordance with ch. 144, Wis Stats., failure to file this foim may result in a forfeiture of not less than S10, nor more than
>|S5000 for each day of violation. In accordance with ch. 147, Wis. Stats., failure to File this form may result in a forfeiture of not more lhan $10,000 for each •
[day of violation. NOTE: Shaded areas are for DNR use only. See instructions for more information including where the completed form should be sent.
-------
State of Wisconsin
Department of Natural Resources
Rome to: SolidWasteO Haz. Waste D WastcwatcrO
MONITORING WELL CONSTR UCTION
Form4400-113A Rev. 4.00
"Facility/Project Name
Alqoma Landfill
Local Gnd Location of Well
f, SB f, ~£•
"• ns ft. n w
Well Name
GMP-3
Facility License, Permit or Monitoring Number
Oriel Ongin Location
Lai, Lonp. or
Wis.,Unique Well Number . UNk. Well Number
Type of Well Watcr'Table Observation Well ~ 11
Piezometer ~ 12
St. Plane -zzy ft. N, S&4 ft. E.
Date Well Installed „ _ • _
m m a a v v
Section Location of Waste/Source
_l/4 of 1/4 of Sec.^iL.T. ZS. N, R.2£_D W.
Distance Well Is From Waste/Source Boundary
ft.
Well Installed By: (Person's Name and Hrm)
Jeff Flaminio -
Is Well A Point of Enforcement Std. Application'.'
~ Yes ~ No
Locauon or weu Relative to Waste/Source
u ~ Upgradient s ~ Sidegralient
d D Downerndieiit n ~ Not Known
WTD Environmental Drilling
B. Well casing, top elevation
C. Land surface elevation
. Je>3 2r.SO fl- MSL
.Je>3e>A ft. MSL
D. Surface seal, bottom ft. MSL or _ ,4. 0 ft.
12. USCS classification of soil near screen:
GP ~ GMQ GCD GWQ SW H
SP
~
SM ~ SC ~ ML ~ MH ~ CL ~
CH
~
Bedrock ~
13. Sieve analysis attached? ~ Yes ~ No
14. Drilling method used: Rotary ~ 5 0
Hollow Stem Auger IS
41
Other ~
—
15. Drilling fluid used: Water ~ 0 2 Air ~
01
Drilling Mud ~ 03 None 0
99
16. Drilling additives used? ~ Yes £3
No
Describe
17. Source of water (attach analysis):
— ;
E. Bentonite seal, top ft. MSL or
_ 0
5
F. Fine sand, top ft. MSL or
2
7
G. Filter pack, top ft. MSL or
_ 3
0
H. Screen joint, top ft. MSL or _
_ 3
0
I. Well bottom ft. MSL or
6
0
J. Filter pack, bottom . ft. MSL or _
_ 7
0
•2. Protective cover pipe:
a. Inside diameter:
b. Length:
c. Material:
d. Additional protection?
If yes, describe:
Q Yes ~ No
_4.0in.
Jfc.SfL
Steel 04
Other ~
~ Yes B
i
ill
ill
3. Surface seal:
Bentonite ~
Concrete E
Other ~
II
|K. Borehole, bottom _ ft. MSL or 7.0 ft.
L. Borehole, diameter
8 0
M. O.D. well casing 2 3 7
jN. I.D. well casing _ 1 9 4
4. Material between well casing and protective pipe:
Bentonite 0
Annular space seal ~
Other ~
"*""5. .Annular space seal: a. Granular Bcntonitc §3
b . Lbs/gal mud weight... Bentoniie-sand slurry ~
c. Lbs/gal mud weight Bentonite slurry ~
d % Bentonite Bentorite-cement grout ~
e . Ft volume added for any of the above
f. How installed: Tronic ~
Tremie pumped ~
H-jdrcvW Gravity g
fi. Bentonite seal: a. Bentonite granules gg
/ b. ~ 1/4 in. 03/8 in. ~ 1/2 in. Bentonite pellets ~
c Other ~
30
0 1
30
3 3
3 5
3 1
50
01
0:
OS
33
32
7. Fine sand material: Manufacturer, product name & mesh size
Badger #7 '
b. Volume added
.ft3
8. Filler pack material: Manufacturer, product name and mesh size
a American Materials #30
b. Volume adiled.
9. Well casing:
,ftX
Flush Ihreaded PVC schedule 40 ~
Rush threaded PVC schedule 80 0
Other ~
10. Screen material:
a. Screen type:
PVC
Factory cut 0
Continuous slot ~
______ Other O
23
24
1 1
0 1
b. Manufacturer _
c. Slot size:
d. Slotted length:
Northern Air
11. Backfill material (below filter pack):
0. 010 jn.
_T. 0 ft.
None 63 14
Other ~ _ _
I hereby certify that the information on this form is true and correct to the best of mv knowledae.
Signatu
ture
Firm
WTD Environmental Drilling
bpth sides of this form and return to the appropriate DNK office listed at the top of this form as required by chs. 144, 147 and 160. Wis. Stats.,
v5rwv?f 7. \ k-. Ad. Code. In accordance with ch.144, Wis Stats., failure to file this form may result in a forfeiture of not less than S10, nor more than
I ™ tor each day of violation. In accordance with ch. 147, Wis. Stats., failure to file this form may result in a forfeiture of not more than S 10.000 for each
ay of violation. NOTE: Shaded areas are for DNR use only. See instructions for more information including where the completed form should be sent.
-------
4
State of Wisconsin
J Department of Natural Resources
Route to: Solid Waste ~ Haz. Waste ~ Wastewater ~
MONITORING WELL CONSTRUCTION
Form 4400-113A Rev. 4-90
Facility/l^roject Name
Alqcma Landfill
Local Grid Location of Well
ft QN. f, ~ E.
—ft- ns. «¦ nw
Well Name
GMP—4
Facility License, Permit or Monitoring Number
Grid Ongin Location
Lat. Long. or
Wis.. Unique. Well Number : .DNR Well Number
Type of Well Water Table Observation Well nil
Piezometer ~ 12
St. Plane 2&&.
-------
State of Wisconsin
Department of Natural Resources
Facility/Project Name
Alqoma Landfill
Route to: Solid Waste ~ Haz. Waste ~ Wastewater ~
Env. Response & Repair ~ Underground Tanks D Oiher ~.
MONTTORING WELL CONSTRUCTION
Form 4400-113A Rev. 4-90
Local Grid Location of Well
~ N.
Jt.
Di
-ft.
~ E.
n w
Well Name
GMP—5
Wis. Unique. Well Number DNR Well Number
Facility License, Permit or Monitoring Number
Type of Well Water Table Observation Well ~ 11
Piezometer ~ 12
Distance Well Is From Waste/Source Boundary
ft.
Grid Origin Location
Lat. Long.
St. Plane ft. N. "Z/(o53.fe&7 ft. E.
Section Location of Waste/Source
.1/4 of 1/4 of Sec3?-,T. 2SN, R. 2£p &.
Is Well A Point of Enforcement Std. Application?
~ Yes ~ No
Location of Well Relative to Waste/Source
u ~ Upgradient s ~ Sidegradient
d ~ Downgradient n ~ Not Known
Dale Well Insulted ^ ^
^ mm a o y v
Well Installed By: (Person's Name and Firm)-
Jeff Flaminio .
WTD Environmental Drilling
A. Protective pipe, top elevation ft. MSL
B. Well casing, lop elevation _ .3 6. (a . 1.3. ft- MSL
C. Land surface elevation _ 3 £2. MSL
D. Surface seal, bottom ft. MSL or _ .4.0 ft.
12. USCS classification of soil near screen:
CP ~ GMQ GC ~ GW ~ SWB
SP
~
SM ~ SC ~ ML ~ MH ~ CL ~
CH
~
Bedrcck ~
13. Sieve analysis attached? ~ Yes ~ No
14. Drilling method used: Rotary ~ 5 0
Hollow Stem Auger IS
4 1
Other ~
--
15. Drilling fluid used: Water ~ 02 Air O
0 1
. Drilling Mud ~ o 3 None 0
99
16. Drilling additives used? ~ Yes El
Nt>
Describe
17. Source of water (attach analysis):
E. Bentonite seal, top _ ft. MSL or _
_ 0
5
F. Fine sand, lop ft. MSL or
5
5
G. Filter pack, top fi- MSL or _
_ 6
0
3. Surface seal:
H. Screen joint, top
I. Well bottom
ft. MSL or __ J. 0 ft.
ft. MSLor__2_4 _0 ft.^
ft. MSL or 24 0 ft._ N|
J. Filter pack, bottom
I K. Borehole, bottom ft. MSL or _ _25._Q ft-
8 0
L. Borehole, diameter
¦ M. O.D. well casing _ 2 ^ 3 7 ^
' N. I.D. well casing _ 1 9 4 in.
1. Cap and lock?
•2. Protective cover pipe:
a. Inside diameter:
b. Length:
c. Material:
d. Additional protection?
If yes, describe:
ES Yes ~ No
_ 4,0in.
_7.0ft.
Steel Gf 0 4
Other ~ _ _
~ Yes 0 No
Bcntonite ~
Concrete El
Other ~
30
0 1
4. Material between well casing and protective pipe:
Bentonite t3 3 0
Annular space seal ~
Other ~
5. Annular space seal: a. Granular Bcntonite ill 3^
b . Lbs/gal mud weight. .. Bentonite-sand slurry ~ 3 5
c . Lbs/gal mud weight Bcntonite slurry D .3 1
d . % Bentonite Bentonite-cement grout ~ 5 0
_Ft volume added for ariv of the above
How installed:
¦Ved
Trcmie ~
Tremie pumped ~
Gravity 0
6.3cntunilc seal: a. Bentonite granules Q
b. ~ 1/4 in. D3/8 in. ~ 1/2 in. Bentonite pellets ~
c ; Other ~ __
.7. Fine sand material: Manufacturer, product name & mesh size
a. Badger #7
0 1
02
OS
33
2
b. Volume added
.ft-
8. Filler pack material: Manufacturer, product name and mesh size
American Materials #30
b. Volume added ft-*
9. Well casing: Flush threaded PVC schedule 40 ~
Flush threaded PVC schedule 80 G3
Other ~
23
24
10. Screen material:
a. Screen type:
PVC
b. Manufacturer Northern Air
c. Slot size:
d Slotted length:
11. Backfill material (below filter pack):
Factory cut £5 11
Continuous slot ~ 01
Other ~ _
0. 0^-0 in.
lY.Qfi.
None 8 14
Other ~ _ _
hereby certify that the information on this form is true and correct to the best of my knowledao.
Signature
Finn
WTD Environmental Drilling
' Please complete both sides of this form and return to the appropriate DNR office listed at the top of this form as required by Chs. 144, 147 and 160, Wis. Stats.,
and ch. NR 141, Wis. Ad. Code. In accordance with ch.144, Wis Stats., failure to file this form may result in a forfeiture of not less than S10, nor more than
S5000 for each day of violation. In accordance with ch. 147, Wis. Stats., failure to file this form may result in a forfeiture of not more than S 10.000 for each
(.day of violation. NOTE: Shaded areas are for DNR use only. See instructions for more information including where the completed form should be sent.
-------
1
State jf Wisconsin
Route to: Solid WasteO Haz. Waste~ Wastewater~
MONITORING WELL CONSTRUCTION
Form 4400-113A Rev. 4-90
Facility/Project Name
Alqctna Landfill
Local Grid Location of Well
r. ON. r. D B.
ft. ns. »• nw
Well Name
GMP-6
Facility License, Permit or Monitoring Number
Grid Origin Location
Lat. Long. or
Wis. Unique Well Number ,;DNR. Well Number
Type of Well WaterTable Observation Well QU
Piezometer ~ 12
St. Plane fl.N. 2 .^^17 1 ft. E.
Date Well Installed _ _ , _ _ _
0 Sl!X j/2_l
m m a a v v
Section Location of W aste/Source
1/4 of 1/4 of Sec. 2L.T. 25. N. R. Zg.® W.
Distance Well Is From Waste/Source Boundary
ft.
Well Installed By: (Person's Name and Firm)
Jeff Flaminio
Is Well A Point of Enforcement Std. Application?
~ Yes ~ Na
Location of Well Relative to Waste/Source
u ~ Upgradicnt s ~ Sidegradient
d ~ Downeradient n ~ Not Known
WTD Environmental Drilling
A. Protective pipe, top elevation
I
;B. Well casing, top elevation
t
C. Land surface elevation
-D. Surface seal, bottom
ft. MSL
_ feJS .M ft. MSL
ft. MSL
_ ft. MSL or _ 4. 0 ft.
12. USCS classification of soil near screen:
GP ~ GMD GC ~ GW ~
SW S SP
~
SM ~ SC ~ ML ~ MH ~
CL ~ CH
~
Bedrock ~
13. Sieve analysis attached? ~ Yes
~ No
14. Drilling method used:
Rotary ~ 5 0
Hollow Stem Auger IS 4 1
Other ~ --
15. Drilling fluid used: Water ~ 0 2
Air O 0 1
Drilling Mud ~ o 3
None 0 9 9
16. Drilling additives used? ~ Yes
~ No
Describe
17. Source of water (attach analysis):
1. Cap and lock?
2. Protective cover pipe:
a. Inside diameter:
b. Length:
c. Material:
d. Additional protection?
If yes, describe:
B Yes ~ No
4.0 in.
_ 7.0 ft.
Steel 04
Other ~
~ Yes 0 J*>
3. Surface seal:
ill
ili
Bentonite ~ 3 0
Concrete 13 0 1
Other ~
III
4. Material between well casing and protective pipe:
Bentonite $3 3 0
Annular space seal ~
' Other ~
" 5. Annular space seal: a. Granular Bentonite £§ 3 3
b Lbs/gal mud weight-.. Bentonite-sand slurry D 3 5
c. Lbs/ga! mud weight Bentonite slurry D 3 I
d % Bentonite Bentonite-cement grout ~ 5 0
e F'. J volume added for any of the above
Tronic ~ 01
Tremie pumped ~ q ;
Gravity 0 qj
E. Bentonite seal, top ft- MSL or 0 5 ft
F. Fine sand, top
G. Filter pack, top
- H. Screen joint, top
I. Well bottom
ft. MSL or
ft. MSL or
4 5 ft.
5 5
ft. MSLor__fe.Q ft
ft. MSL or 11 0 ft..
f. How installed:
f|v|dcoA&A
6. Bentonite seal: a. Bentonite granules g 3 3
^ b. ~ 1/4 in. D3/8 in. ~ 1/2 in. Bentonite pellets ~ 3 2
Other ~
c —
7. Fine sand material: Manufacturer, product name & mesh size
.1 Badger #7 ^
J. Filter pack, bottom ft- MSL or 12 0 ft—
A
• K. Borehole, bottom ft. MSL or _ J.2 .0. ft-*.
L. Borehole, diameter JP 0 in.
- M. O.D. well casing _ 2 3 7 ^
" N. I.D. well casing 19 4 [n.
b. Volume added.
.ft-
8. Filler pack material: Manufacturer, product name and mesh size
American Materials -#30
a "
b. Volume added ft
9. Well casing: Flush ihreaded PVC schedule 40 ~ 23
Flush threaded PVC schedule 80 G3 24
• Other D __
10. Screen material:
a. Screen type:
PVC
b. Manufacturer Northern Air
c. Slot size:
d. Slotted length:
11. Backfill material (below filter pack):
Factory cut 0 11
Continuous slot ~ 01
Other D
0. 010 in,
_~6."pft.
None S 14
Other ~ _ _
hereby certify that the information on this form is true and correct to the best of my knowledge.
_ Signature
2
Firm
_ „ „ Environmental Drilling :
11 Please complete both sides of this form and return to the appropriate DNR office listed at the top ot this form as required by chs. 144. 147 and 160. wis. Slats..
and ch. NR 141, Wis. Ad. Code. In accordance with ch.144. Wis Stats., failure to file this form may result in a forfeiture of not less than S10, normore than
¦j S5000 for each day of violation. In accordance with ch. 147, Wis. Stats., failure to file this form may result in a forfeiture of not more than S10,000 for eacn
j^day of violation. NOTE: Shaded areas are for DNR use only. See instructions for more information including where the completed form should be
sent.
-------
State Hi Wisconsin
Department of Natural Resources
Route to: Solid Waste ~ Haz. Waste ~ Wastewater ~
MONITORING WELL CONSTRUCTION
Form 4400-113A Rev. 4-90
Facility/Project Name
AUG0MA MUNICIPAL LANDFILL
Local Grid Location of Well
ft N. r. n E.
"• ns. "• n w
Well Name
GMP-7
Facility License, Permit or Monitoring Number
Grid Origin Location
Lat. Lonp. or
Wis. Unique Well Number DNR. Well Number
Type of Well Water Table Observation Well ~ 11
Gas Probe K12
St. Plane ft. N. ft. E.
Date Well Installed q g 33,94
m m "cf "3* y y
Section Location of Waste/Source
1/4 of 1/4 of Sec. ,T. N. R. .~ W.
Distance Well Is From Waste/Source Boundary
ft.
Well Installed By: (Person's Name and Firm)
Rill Zamow
Is Well A Point of Enforcement Std. Application?
~ Yes ~ No
Location of Well Relative to Waste/Source
u ~ Upgradient s ~ Sidegradient
d O Downgradient n ~ Not Known
WTD Environmental Drilling
A. Protective pipe, top elevation ft. MSL
B. Well casing, top elevation
C. Land surface elevation
D. Surface seal, bottom ft. MSL or ft.
ft. MSL
ft. MSL
12. USCS classification of soil near screen:
GP ~ GMD GCD GWti SW ~ SP ~
SM ~ SC ~ MLD MHO CL ~ CH ~
Bedrock ~
13. Sieve analysis attached? ~ Yes ~ No
14. Drilling method used: Rotary ~ 5 0
Hollow Stem Auger IS 4 1
Other ~ __
15. Drilling fluid used: Water ~ 0 2 Air ~ 01
Drilling Mud ~ o 3 None ill 9 9
16. Drilling additives used? ~ Yes
Describe.
17. Source of water (attach analysis):
E. Bentonite seal, top ft. MSL or ft.,
F. Fine sand, top
G. Filter pack, top
H. Screen joint, top
I. Well bottom
J. Filter pack, bottom
K. Borehole, bottom
L. Borehole, diameter
ft. MSL or N//\ ft.-
_ ft. MSL or _ _
_ ft. MSL or 45 ft.
_ ft. MSL or _ _2_4 _5
_ ft. MSL or _ _2J5.JQ ft._
_ ft. MSL or _ _2_5 0 ft.
.1. Cap and lock?
„2. Protective cover pipe:
a. Inside diameter:
b. Length:
c. Material:
^ 3. Surface seal:
How installed:
8 0 in.
M. O.D. well casing Z in.
N. I.D. well casing
d. Additional protection?
If yes, describe: i_
EJ Yes ~ No
6. 0 in.
__6-0ft.
Steel ^ 04
Other ~
& Yes ft No
Bentonite
Concrete
. Other
~
~
4. Material between well casing and protective pipe:
Bentonite ~
Annular space seal ~
N/fl ; Other 13
" 5. Annular space seal: a. Granular Bentonite IJ2J
b . Lbs/gal mud weight... Bentonite-sand sluny ~
c . Lbs/gal mud weight Bentonite slurry CI
d % Bentonite Bentonite-cement grout ~
Bentonite Bentonite-cement grout
Ft volume added for any of the above
Tremie
6. Bentonite seal:
b. ~ 1/4 in. 03/8 in.
c !—:
Tremie pumped
Gravity
a. Bentonite granules
~ 1/2 in. Bentonite pellets
Other
~
~
w
m
~
~
30
01
30
33
35
3 1
5 0
01
02
08
3 3
32
,1. Fine sand material: Manufacturer, product name & mesh size
: N/ft ££
b. Volume added
ftJ
b. Volume added
9. Well casing:
Flush threaded PVC schedule 40
Flush threaded PVC schedule 80
Other
23
24
'10. Screen material:
a. Screen type:
JML
Factory cut
Continuous slot
Other
1 1
01
Northern Air
fa. Manufacturer
c. Slot size:
d Slotted length:
11. Backfill materia] (below filter pack):
None
Other
14
~
o
8. Filler pack material: Manufacturer, product name and mesh size
#20-40 Sand If
~
O.OlQn.
20_~0 ft.
certify that the iaffimatiop'on this form is true and correct to the best of my knowledge.
" " V y |Fiim
WTD Environmental Drilling
Please complete both sides of this form and return to the appropriate DNR office listed at the top of this form as required by chs. 144,147 and 160, Wis. Stats.,
and ch. NR 141, Wis. Ad. Code. In accordance with ch.144, Wis Stats., failure to file this form may result in a forfeiture of not less than $10, nor more than
$5000 for each day of violation. In accordance with ch. 147, Wis. Stats., failure to file this form may result in a forfeiture of not more than S 10,000 for each
day of violation. NOTE: Shaded areas are for DNR use only. See instructions for more information including where the completed form should be sent.
-------
STS Consultants Ltd.
green bay
Phon# (414) 494-9655
MILWAUKEE
Phont (414) 354-1100
•- .. WAUSAU
Phon* (715) S45-83S8
OSHKOSH
Phon# (414) 235-0270
Bentonito Slurry
Neat Cement Grout
Sac SSent' GCOUt 158 US6d °°ly ln A~in* d^tec wells or larger)
tonite Pellets
5the° Ctanwenta SgMjO M IfS /C£M gKJT gr>l rf
' xes
Name of Person Performing Abandoment
VKKI P£ H£y
6T6 6Dfs]6uL-f/^Kif6 LTD.
J06 * I5ZZ-9 Xf
Client
£TY of al<5oha
-------
Stale of Wisconsin
De^arjner.t of N'arural Resources
WELL/DRILLHOLE/BOREHOLE ABANDONMENT
Form 3300-5W - ¦ ¦:
All abandonment v/ork shall be performed in accordance with the previsions of Chapters NR 11 i, NFt 112 cr NR 1 4 1, V/.s. ^
Admin. Cede, whichever is applicable. Also, see instructions on back.
U> general information
¦ 21 FACILITY NAME
Or.g-j-.2j WeL! Owner (If Kr.cwn)
Algoma .... .
Present WeLl O'-r.er
VeU/Dr!llhole/Borehole
_oca'Jcn Algotna
Cour.cy
Kewaunee
3b- 1/4 of Muj 1/4 of Se=.3
71
i.
(2 s
N; R. [~) w
(li applicable)
Gov't Lot
Grid Number
Grid Location
ft. ~ >'¦ ~ s..
.ft- ~ E- ~ W.
Civil Town Name
Algoma
Street or Route
Access Road & HWY 54
Cicy, State, Zip Cods
Algoma, WI 54201
Facility vv en No. anc/cr Name IK Applicable; | v, 'i L:rucue Weil No.
I
Reason For Abandonment _
SueFACtl G~e~WC ~i~0 QiLc^CACO rulb-fa
Street Address OL Weil
2 miles W. of city of Algoma
Alg
City, Village
oma
of Abar.dorjr-.en;
10-15-92
WELL/DRILLHOLE/BOREHOLE INFORMATION
U; Original Well/Dnllhole/Borehole Corj~jc::on Completed On
(Daa) IQ-'l^-OS frw-^-15")
m Monitoring Well
~ Water WeU
~ Drillhole
I I Borehole
Cons ruction Rarer: Available?
B Ya CH No
Construction Type:
m Drilled Q Driver. (Si-.cboir.i) d
1 Oiher (Specify) | ;
Formation Type:
H Unconsolidated Formation ED Becrcck
Total .Well Depth (f:.) £S. S> Casing Diameter (u-s.) Z.-
(Frorr. grour.csurface)
Casing Depth (ft.)
N/A
Was Well Annular Space Grou;ed? Q Yes ~ >o ~ Unknown
Feet
(4) Depth to WaLer (Feet; 20 ¦ 2
Pump & Piping Removed? ~ Yes ~ Nd 0 Not Applicable
| | Yes Q No [7] Not Applicable
~ Yes 0 ^ ~ No: Applicable
B Yas ~ ^
Lir.er(s) Removed?
Screen Removed?
Casing Left in Place?
If No. Explain
Was Casing Cut Off Below Surface? ~ Yes jx] Nd
Did Sealing Material Rise to Surface? [k) Yes Q No
Did Material Settle After 24 Hours? Q Yes 0 Ni
If Yes, Was Hole Retcpp.ec? Q] Yes [<] No
i5;) Required Method of Placing Sealing Material
0 Conductor Pipe-Gravity ~ Conductor Pipe-Pumped
Q Dump Bailer ~ 0the: (Explain)
For monitoring wells and
monitoring well, boreholes or.
i,6.i Sealing Materials
I | Neat Cement Grou:
I I Sand-Cement (Concrete) Grout
~ Concrete | Bentonite Pellets
Q Clay-Sand Slurry i Q Granular Bentcnite
~ 3entoni-e-Sirid Sluny ! ~ Bentcnite - Cement C-rcui
L. i 4 j • • ..... ]
^ Sealing Material Used
From (Ft.)
To (Ft.)
jNo. 1 arcs.
Sacks Sealant
or Volume
Mix Ratio or.Mud Weight
Chipped Benconite
Surf ire
31.0
1-40# bag
Dry
W Comments:
(?) N'arr.e oi Person cr Firm Doing Sealing W'crk
Environmental & Four.caricr. Drilling Inc.
i'.O) FOR DNR OR COUNTY USE ONLY
Dati; Received/Inspected . J D:str-.cvCoiint>
ot Berscn Lcmg.Vr ork /
y/ J -
Date iigr.es
10-21-92
-1 : :— ( \
Ro-icwcr/laspesxr . J
bKoute J
2 i. ? "• 3 1 i s c h ?. £ <2 G
i"e jephone Number
<603 ) 8-9-9S96
Foilcw-up Nec
-------
Stale of Wisconsin
Department of Natural Resources
All abandonment work shall be performed in accordance with the
Admin. Code, whichever is applicable. Also, see instructions on
WELL/DRILLHOLE/BOREHOLE ABANDONMENT
Form 3300-5B Rev. 8-89
provisions of Chapters NR 111, NR 112 or NR 141, Wis.
back.
UJ GENERAL INFORMATION
(2) FACILITY NAME "
Well/Drillhole/Borehole County
Location ¦ Kewaunee
Original Well Owner (if Known)
0 E
Ufc 1/4 of 1/4 of Sec. 3Z ; T. 2S N: R. 2-S |-| w
Present Well Owner
Algoma Landfill
(If applicable)
Gov't I/it Grid Number
Street or Route
Grid Location
zea.ffis- ft. 0 N. ~ S., 2/6S3.M3 ft. Ivl E. n w.
City, State, Zip Code
Algoma, WI
Civil Town Name
Algoma
haciiity Well No. ana/or Name Appucamej wi Unique Well No.
CW-1
S creel Address of Well
Reason For Abandonment
No longer needed
City, Village
Algoma
Date of Abandonment
8/11/93
WELL/DRILLHOLE/BOREHOLE INFORMATION
W Original Well/DriUhole/Borehole Construction Completed On
(Date) H - I 8 - S q
(4) Depth to Water (Feet) 14.8
EE] Monitoring Well
~ Water Well
1~1 Drillhole
D Borehole . . .
Construction Report Available?
IS Yes ~ No
Construction Type:
Driven (Sandpoint)
EH Other (Specify^
~ Dug
Formation Type:
13 Unconsolidated Formation O Bedrock
Total Well Depth (ft.) 42.5 Casing Diameter (ins.) 2"
(From groundsurface)
Casing Depth (ft.)
Was Well Annular Space Grouted?
If Yes, To What Depth?
l~l Yes ~ No [[] Unknown
Feet
Pump & Piping Removed? [] Yes Q ffe [3 Not Applicable
Linens) Removed? Q Yes Q No QJ Not Applicable
Screen Removed? Q Yes ~ I*> Q Not Applicable
Casing Left in Place? [~] Yes |"xj I^b
If No, Explain Overdrilled & pulled everything
Was Casing Cut Off Below Surface? [~1 Yes
Did Sealing Material Rise to Surface? Yes Q tb
Did Material Settle After 24 Hours? Q Yes ^ Na
If Yes, Was Hole Retopped? Q Yes Q I"b
Required Method of Placing Sealing Matenai
I | Conductor Pipe-Gravity 0 Conductor Pipe-Pumped
Q Dump Bailer Q Other (Explain)
(6) Sealing Materials
[~| Neat Cement Grout
[3 Sand-Cement (Concrete) Grout
I~1 Concrete
l~l Clay-Sand Slurry
[~l Bentonite-Sand Slurry
l~l Chipped Bentonite
For monitoring wells and
monitoring well boreholes only
[""1 Bentonite Pellets
[~l Granular Bentonite
ED Bentonite • Cement Grout
(7)
Sealing Material Used
From (Ft.)
To (Ft.)
iso. iaras,
Sacks Sealant
or Volume
Mix Ratio or Mud Weight
Cement Bentonite Grout
Surface
45.0
13 bags
5% Bent.
18] Comments:
(9) Name of Person or Fiim Doing Sealing Work
WTD Environmental Drilling
(10) : FOR DNR OR COUNTY USE, ONLY
: Date Recdved/hspected DistricVCounty
Signature of Person Doing Work
¦Qj&n —
Date Signed
W/l/93
Reviewer/Inspector
Street or Route
101 Alderson St.
Telephone Number
< 715) 359-7090
iFoUavMipNocessaiy
City, State, Zip Code
Schofield, WI 54476
DNR/COUNTY
-------
State of Wisconsin WELL/DRILLHOLE/BOREHOLE ABANDONMENT
Department of Natural Resources Form3300-5B Rev. 8-89
All abandonment work shall be performed in accordance with the provisions of Chapters NR 111, NR 112 or NR 141, Wis.
Admin. Code, whichever is applicable. Also, see instructions on back.
(1) GENERAL. INFORMATION
(2) FACILITY NAME
Well/Drillhole/Borehole
Location
County
Kewaunee
Original Well Owner (If Known)
0 E
S£ 1/4 of 1/4 of Sec. 3Z. : T. K N; R. 3-5 ("] «
Present Well Owner
Algcma Landfill
(If applicable)
CJnv'i 1 nt Grid Number
Street or Route
Grid Location
2*8,5Sl ft. 0 N. ~ S.. 2,^3,1*7 ft. 0 E. ~ W.
City, State, Zip Code
Algcma, WI
Civil Town Name
Algcma
facility Well No. ana/or Name (11 Applicable;
OW-2
WI Unique Well No.
Street Address of Well
Reason For Abandonment
No longer needed
City, Village
Algoma
Date of Abandonment
8/9/93
WELL/DRILLHOLE/BOREHOLE INFORMATION
U) Original Well/Dnllhole/Borehole Construction Completed On
(Date) l\ /,4 | go
(4) Depth to Water (Feet) 4.3
Pump & Piping Removed? [_| Yes [_j No [X] Not Applicable
Linens) Removed? Q Yes Q No [X] Not Applicable
Screen Removed? Yes Q No |—] Not Applicable
Casing Left in Place? pj Yes |X] Na
If No. Explain Overdrilled & pulled everything
Was Casing Cut Off Below Surface? |_J Yes No
Did Sealing Material Rise to Surface? |J£| Yes Q Na
Did Material Settle After 24 Hours? Q] Yes [Jg] Na
If Yes. Was Hole Retopped? ~ Yes Q Nj
S Monitoring Well
~ Water Well
[~l Drillhole
EH Borehole
Construction Type:
0 ~ Driven
O Other (Specify)
Construction Report Available?
S Ys ~ N>
(Sandpoint) EH
Formation Type:
0 Unconsolidated Formation 0 Bedrock
p) Required Method of Placing Sealing Material
[~1 Conductor Pipe-Gravity 0 Conductor Pipe-Pumped
I-! Dump Bailer EH Other (Explain)
Total Well Depth (ft.) 32.5 Casing Diameter (ins.) 2"
(From groundsurface)
Casing Depth (ft.)
Was Well Annular Space Grouted?
If Yes, To What Depth?
~ Yes ~ No ~ Unknown
Feet
(6j Sealing Materials
I~1 Neat Cement Grout
[~~| Sand-Cement (Concrete) Grout
|~| Concrete
Q Clay-Sand Slurry
f~| Bentonite-Sand Slurry
Chipped Bentonite
For monitoring wells and
monitoring well boreholes only
I~1 Bentonite Pellets
n Granular Bentonite
0 Bentonite - Cement Grout
I
(7)
Sealing Material Used
From (Ft.)
To (Ft.)
No. 1 aras,
Sacks Sealant
or Volume
Mix Ratio or Mud Weight
Cement Bentonite Grout
Surface
35.0
11| bags
5% Bent.
w Comments:
(9) Name of Person or Firm Doing Sealing Work
WTD Environmental Drilling
(10) FOR DNR OR COUNTY USE. ONLY
Date Received/Inspected District/County
Si mature of Person Doing Work
Date Signed
r/n/u
Reviewer/Inspector
Street or Route
101 Alderson St.
Telephone Number
( 715) 359-7090
Follow-up Necessary
City, State, Zip Code
Schofield, WI 54476
DNR/COUNTY
-------
State of Wisconsin
Department of Natural Resources
WELL/DRILLHOLE/BOREHOLE ABANDONMENT
Form 3300-5B Rev. 8-89
All abandonment work shall be performed In accordance with the provisions of Chapters NR 111, NR 112 or NR 141, Wis.
Admin. Code, whichever is applicable. Also, see instructions on back.
(1) GENERAL INFORMATION
(2) FACILITY NAME
Well/Drillhole/Borehole
Location
County'
Kewaunee
Original Well Owner (If Known)
Present Well Owner
Algcnta Landfill
0s
££ 1/4 of aJ u) 1/4 of Sec. "bZ. • T. ZS" N;R.2S" [-] w
(if applicable)
Street or Route
Gov't Lot
Grid Number
City, State, Zip Code
Algana, WI
Grid Location
286,9oS-ft. |K. [j s.. l.toSi.Sc* ft. |g E. ~ w.
t-aciijty Weil jNo. ana/or Name (.Ut Appucame)
OW-3
Civil Town Name
Algoma
Reason For Abandonment
No longer needed
Date of Abandonment
8/11/93
Wl Unique Well No.
Street Address of Well
City, Village
Algoma
WELL/DRILLHOLE/BOREHOLE INFORMATION
Depth to Water (Feet) 10 .*7*
W) Original Weli/Dnllhole/Borehole Construction Completed On
(Dale) - ll/ll/flo
(4)
IS Monitoring Well
~ Water Well
I-! Drillhole
O Borehole
Construction Report Available?
El Yes ~ No
Construction Type:
0 Drilled Q
Driven (Sandpoint)
0 Other (Specify)
~ Dug
Formation Type:
13 Unconsolidated Formation O Bedrock
Total Well Depth (ft.) 3"? .2 Casing Diameter (ins.) 2"
(From groundsurface)
Casing Depth (ft.)
Was Well Annular Space Grouted? Q Yes Q] No Q Unknown
If Yes, To What Depth? • Feet
Pump & Piping Removed? Q Yes 1~1 No fxl Not Applicable
Liner(s) Removed? ~ Yes Q No [X] Not Applicable
Screen Removed? 0 Yes ~ No Q Not Applicable
Casing Left in Place? n Yes g] Ni
If No, Explain Qverdrilled & pulled everything
Was Casing Cut Off Below Surface? I I I I Na
Did Sealing Material Rise to Surface? [X] Yes Nj
Did Material Settle After 24 Hours? Q Yes [X] Na
If Yes, Was Hole Retopped? Q Yes Q Nd
l5 l Required Method of Placing Sealing Material
Q Conductor Pipe-Gravity 0 Conductor Pipe-Pumped
~ Dump Bailer Q Other (Explain)
(6) Sealing Materials
Q Neat Cement Grout
[3 Sand-Cement (Concrete) Grout
l~l Concrete
[~1 Clay-Sand Slurry
n Bentonite-Sand Slunry
[3 Chipped Bentonite
For monitoring wells and
monitoring well boreholes only
l~1 Bentonite Pellets
Q Granular Bentonite
Ixl Bentonite - Cement Grout
0)
Sealing Material Used
From (Ft.)
To (Ft.)
No. Haras,
Sacks Sealant
or Volume
Mix Ratio or Mud Weight
Cement Bentonite Grout
Surface
39.0
10 bags
5% Bent.
l£) Comments:
(9) Name of Person or Fiim Doing Sealing Work
WTD Environmental Drilling ...
(10). : < v FOR DNR OR COUNTY USE. ONLY
Date Received/Inspected
District/County
Signature of Person Doing Work
Date Signed
Reviewer/Inspector
Street or Route
101 Alderson St,
Telephohe Nuhiber
< 715) 359-7090
Follow-up Necessary
City, State, Zip Code
Schofield, WI 54476
nwBif*miwTV
-------
State of Wisconsin
Department of Natural Resources
All abandonment work shall be performed in accordance with the
Admin. Code, whichever is applicable. Also, see instructions on
well/drillhole/borehole abandonment
Form 3300-5B Rev. 8-89
provisions of Chapters NR 111, NR 112 or NR 141, Wis.
back.
U) GENERAL INFORMATION
(2) FACILITY NAME
Well/Drillhole/Borehole County
Location Kewaunee
Original Well Owner (If Known)
0 s
iw 1/4 of _•*£. 1/4 of Sec. T>1 ; T. 25 N: R. t S f-| W
Present Well Owner
Algana Landfill
(If applicable)
r.nv'r Lot „ , Grid Number
Street or Route
Grid Location
286,57? ft. EI N. ~ s.. ft. S E. n W.
City, State, Zip Code
Algcma, WI
Civil Town Name
Algesia
bacility WeUNo. ana/or Name (U AppLicaoie) WI Unique Well No.
CW-4
Street Address of Well
Reason For Abandonment
No longer needed
City, Village
Algoma
Date of Abandonment
8/10/93
WELL/DRILLHOLE/BOREHOLE INFORMATION
W Original Well/Drillhole/Borehole Construction Completed On
n/jt-i/fift
IS Monitoring Well
~ Water Well
~ Drillhole
O Borehole
Construction Report Available?
13 Yes ~ No
Construction Type:
§£] Drilled Q Driven (Sandpoint;
CD Other (Specify)
~ Dug
Formation Type:
0 Unconsolidated Formation O Bedrock
Total Well Depth (ft.) 27.7 Casing Diameter (ins.) 2"
(From groundsurface)
Casing Depth (ft.-)
Was Well Annular Space Grouted?
If Yes, To What Depth?
~ Yes ~ No ~ Unknown
Feet
(4) Depth tb Water (Feet) 3.7
Pump & Piping Removed? Q Yes Q Is*) jjT] Not Applicable
Linens) Removed? Q Yes Q No g] Not Applicable
Screen Removed? 0 Yes ~ Not Applicable
Casing Left in Place? n '^es O No
If No, Explain Overdrilled & pulled everything
Was Casing Cut Off Below Surface? ~ Yes Q No
Did Sealing Material Rise to Surface? [X] Yes Q] tb
Did Materia] Settle After 24 Hours? Q Yes Q Na
If Yes. Was Hole Retopped? Q Yes Nj
q"j Required Method of Placing Sealing Material
n Conductor Pipe-Gravity 0 Conductor Pipe-Pumped
n Dump Bailer Q Other (Explain)
(b) Sealing Materials
f~1 Neat Cement Grout
I I Sand-Cement (Concrete) Grout
I I Concrete
1 I Clay-Sand Slurry
~ Bentonite-Sand Slurry
For monitoring wells and
monitoring well boreholes only
[~1 Bentonite Pellets
I"I Granular Bentonite
Ixl Bentonite - Cement Grout
^ Sealing-Material Used
From (Ft.)
To (Ft.)
iNo. iaras.
Sacks Sealant
or Volume
Mix Ratio or Mud Weight
Cement Bentonite Grout
Surface
30.0
55 bags
5% Bent.
(9) Name of Person or Fiim Doing Sealing Work
WTD Environmental Drilling
(10) FOR DNR OR COUNTY USE. ONLY
: Date Received/Inspected DistrictjCounty
Signature of Person Doing Work
Date Signed
Reviewer/Inspector
Street or Route
101 Alderson St.
Telephone Number
( 715) 359-7090
Follow-up Necessary
City, State, Zip Code
Schofield, WI 54476
DNR/mtlNTV
-------
Department of Natural Resources
*' «- 1- »- fl\iLL.iiULl
Form 3300-5B
Rev. (2-91
All abandonment work shall be performed in accordance with the provisions of Chapters NR 111, NR 112 or NR 141
Wis. Admin. Code, whichever is applicable. Also, see instructions on back.
Location OW-5R Kewaunee
Algoma Municipal Landfill
HE
S»») 1/4 of N£ 1/4 of Sec. 32 ; T. N: R. iS nW
Present Well Owner
Algoma Municipal Landfill
(11 applicable)
.. Gov't Lot Grid Number
Street or Route
Grid Location
. ft. 0N. as.. Z.LSSpir, ft. HE. DW.
City/State/Zip Code
Algoma, Wl
Civil lown Name
Algoma
Facility Well No. And/or Name ( If Applicable)
Wl unique Well No.
Street Address ot Well
Reason tor Abandonment
Stop potential groundwater contamination.
City, Village
Algoma
Date ot Abandonment
09-21-93
(3) Original Well/Dnllhole/Borehole Construction Completed On
(Date) fc - I fe - 67
¦ Monitoring Well
~ Water Well
~ Drillhole
~ Borehole
Construction Report Available?
B Yes ~ No
Construction Type:
¦ Drilled O Driven (Sandpoint)
D Other (Specify)
~ Dug
(3j Required Method of Placing Sealing Material
Formation Type:
¦ Unconsolidation Formation
~ Bedrock
Total Well Depth (ft.) 35.1 Casing Diameter (ins.) 2_
(From groundsurface)
Casing Depth (ft.).
35.1
Was Well Annular Space Grouted? ¦ Yes ~ No ~ Unknown
If Yes, To What Depth? 23.1 Feet
f4) Depth to Water (Feet) 19.6
Pump & Piping Removed? ~ Yes ~ No ¦ Not Applicable
Liner(s) Removed? ~ Yes ~ No ¦ Not Applicable
Screen Removed? ¦ Yes ~ No ~ Not Applicable
Casing Left in Place? ~ Yes ¦ No
If No, Explain PVC well pine was drilled out
Was Casing Cut Off Below Surface?
Did Sealing Material Rise to Surface?
Did Material Settle after 24 hours?
If Yes, Was Hole Retopped?
~ Yes ~ No
¦ Yes ~ No
¦ Yes ~ No
¦ Yes ~ No
~ Conductor Pipe-Gravity
~ Dump Bailer
¦ Conductor Pipe-Pumped
~ Other (Explain)
(65 Sealing Materials
¦ Neat Cement Grout
~ Sand-Cement (Concrete) Grout
~ Concrete
~ Clay-Sand Slurry
~ Bentonite-Sand Slurry
~ Chipped Bentonite
For monitoring wells and
monitoring well boreholes only
| ~ Bentonite Pellets
| ¦ Granular Bentonite
I ~ Bentonite • Cement Grout
(7)
Sealing Material Used
From (Ft)
To (Ft.)
No.Yards (Circle
Sacks Sealant One)
or Volume
Mix Ratio
or Mud Weight
Granular Bentonite
Surface
2.5
1-50# Bag
Dry
Neat Cement Grout
2.5
35.0
110 Gallons
1100# Portland Cement
95 Gallons Water
(9) Name ot, Person or Firm Doing Sealing Work
F.nvironmental & Foundation Drilling, Inc.
(10) FOR DNR OR COUNTY USE ONLY
TO3GS7rS*
D4e Signed
$-23-93
Date Received/Inspected
District/County
Street or Route //
217 Raemisch Road *
telephone Number
( 608 ) 849-9896
Reviewer/Inspector
~ Complying Work
~ Noncomplying Work
City, State, /.ip Code
Waunakee. WI 53597
Follow-up Necessary
DNR/COUNTY
-------
state ot Wisconsin
Department of Natural Resources
WELL/DRILLHOLE/BOREHOLE ABANDONMENT
Foim3300-5B Rev. 8-89
All abandonment work shall be performed In accordance with the provisions of Chapters NR 111, NR 112 or NR 141, Wis.
Admin. Code, whichever Is applicable. Also, see instructions on back.
U; GENERAL INFORMATION
(2) FACILITY NAME
Well/Drillhole/Borehole County
Location - io Kewaunee
Original Well Owner (If Known)
Ixl E
1/4 of ££_ 1/4 of Sec. J3Z_ : T. 25 NR. 2S n W
Present Well Owner
Algoma Landfill
(If applicable)
Street or Route
Grid Location
ZS~l.1Sl ft. El N. ~ S.. 2.4,53,6,83 ft. E E. ~ W.
City, Stale, Zip Code
Algcma, WI
Civil Town Name
1-acility Well INo. and/or Name (11 Applicaole) WI Unique Well No.
CW-10 ;
Street Address of Well
Reason For Abandonment
No Loncrer needed
City, Village
Date of Abandonment
11/17/93
U) Original WeU/Dnllhole/Borehole Construction Completed On
(4) Depth to Water (Feet)
(Date)
10- fc- 88
IE] Monitoring Well
~ Water Well
I""! Drillhole
[I] Borehole
Construction Report Available?
0 Yes ~ Nj
Construction Type:
|X] Drilled Q Driven (Sandpoint) D ^"8
O Other (Specify) '
Formation Type:
0 Unconsolidated Formation [3 Bedrock
Total Well Depth (ft.) 35.1 Casing Diameter (ins.) Z .o
(From groundsurface)
(5) Required Method of Placing Sealing Material
Conductor Pipe-Gravity ~ Conductor Pipe-Pumped
~ Dump Bailer Q Other (Explain)
Casing Depth (ft.)
3S.1.
Was Well Annular Space Grouted? Q Yes Q No Q Unknown
If Yes, To What Depth? Feet
^ Sealing Material Used
From (Ft.)
To (Ft.)
Mo. laras,
Sacks Sealant
or Volume
Mix Ratio or Mud Weight
Cement Bentonite Grout
Surface
36.1
7 bags
5% Bent.
Pump & Piping Removed? ~ 0 Not Applicable
Liner(s) Removed? Q Yes ~ No g] Not Applicable
Screen Removed? 0 Yes Q Na Q Not Applicable
Casing Left in Place? Q Yes Mj
If No. Explain Overdrilled & pulled
Was Casing Cm Off Below Surface? | | Yes I I No
Did Sealing Material Rise to Surface? tH Yes |~| Nj
Did Material Settle After 24 Hours? [j] Yes Qj] Na
If Yes, Was Hole Retopped? Q Yes |~| No
(6) Sealing Materials
[7| Neat Cement Grout
n Sand-Cement (Concrete) Grout
l~~l Concrete
n Clay-Sand Slurry
f~1 Bentonite-Sand Slurry
For monitoring wells and
monitoring well boreholes only
n Bentonite Pellets
I-! Granular Bentonite
m Bentonite - Cement Grout
(10) FOR DNR OR COUNTY USE ONLY
Dale Recaved/Inspected
District/County
Reviewer/Injector
«W§p&
EoUow-upNecessaiy
(9) Name of Person or Fiim Doing Sealing Work
nvironmental Drilling
iture of Person Doing
PC.
tor Roup
IQl Alderson St.
City, State, Zip Code
Schofield, WI 54476
,Daie Signed
1/7/94
Telephone Number
(715 S59-7090
DNR/COUNTY
-------
Department of Natural Resources
«• ¦-» w i v l j i w l- w
Form 3300-5 D
Rov. 12-91
All abandonment work shall be performed in accordance with the provisions of Chapters NR 111, NR 112 or NR 141,
Wis. Admin. Code, whichever is applicable. Also, see instructions on back.
(1) GENERAL INFORMATION
(2) FACILITY NAME "
location OW-22 Kewaunee
Original Well Owner (11 Known)
Algoma Municipal Landfill
„ HE
SE 1/4 of Kl*0 1/4 of Sec. : T. 25" N: R. ZS" DW
Present Well Owner
Algoma Municipal Landfill
(It applicable)
Gov't Lot Grid Number
Street or Route
Und Location
ft. BIN. as., 2,C,S3; Deoth to Water fFeetl 12.7
Pump & Piping Removed? ~ Yes ~ No ¦ Not Applicable
Liner(s) Removed? ~ Yes ~ No ¦ Not Applicable
Screen Removed? ¦ Yes ~ No ~ Not Applicable
Casing Left in Place? ~ Yes ¦ No
If No. Exolain PVC well Dine was drilled out.
Was Casing Cut Off Below Surface? ~ Yes ~ No
Did Sealing Material Rise to Surface? ¦ Yes ~ No
Did Material Settle after 24 hours? ¦ Yes ~ No
If Yes, Was Hole Retopped? ¦ Yes Q No ¦
Formation Type:
¦ ^consolidation Formation ~ Bedrock
Total Well Depth tft.1 22.9 Casing Diameter fins.1 2
(From groundsurface)
Casing Depth ffU 22.9
5) Required Method of Placing Sealing Material
~ Conductor Pipe-Gravity ¦ Conductor Pipe-Pumped
~ Dump Bailer ~ Other (Explain)
6) Sealing Materials For monitoring wells and
~ Neat Cement Grout monitoring well boreholes only
Was Well Annular Space Grouted? ¦ Yes ~ No O Unknown
If Yes, To What Depth? 11.5 Feet
("/)
Sealing Material Used
From (Ft)
To (Ft.)
No.Yards (Circle
Sacks Sealant One)
or Volume
Mix Ratio
or Mud Weight
Granular Bentonite
Surface
1.9
1-50# Bag
Dry
Bentonite Cement Grout
1.9
22.9
50 Gallons
300# Portland Cement
20# Bentonite/35 Gal. Wt
~ Sand-Cement (Concrete) Grout
~ Concrete
~ Clay-Sand Slurry
~ Bentonite-Sand Slurry
~ Chipped Bentonite
| ~ Bentonite Pellets
| ¦ Granular Bentonite
I ¦ Bentonite - Cement' Grout
(9) Name ol Person or Firm Doing Scaling Work
Environmental & Foundation Drilling, Inc.
[10) FOR DNR OR COUNTY USE ONLY
Dole Signed
09-23-93
Date Received/Inspected
District/Counly
Street or Route //
217 Rucmisch Road
Telephone Number
( 60S ) 849-9896
Reviewer/Inspector
~ Complying Work
~ Noncomplying Work
City, State, /.ip Code
Waunakce, WI 53597
Follow-up Necessary
DNR/COUNTY
-------
Department of Natural Resources
Form 3300-5B
Rev. 12-'; I
All abandonment work shall be performed in accordance with the provisions of Chapters NR 111, NR 112 or NR 141,
Wis. Admin. Code, whichever is applicable. Also, see instructions on back.
(1) GENERAL INFORMATION
(2) FACILITY NAME "
Location OW-23 Kewaunee
Original Well Owner (It Known) "
Algoma Municipal Landfill
BE
SE- 1/4 of 1/4 of Sec. 3Z. ; T. 2.S" N: R. IS OW
Present Well Owner
Algoma Municipal Landfill
(It applicable)
Gov't Lot Grid Numhsr
Street or Route
Grid Location
2.81,RV* ft. «N. as., n. he. aw.
City/State/Zip Code
Algoma, Wl
Civil Town Name
Algoma
Facility Well No. And/or Name (If Applicable) Wl Unique Well No.
Street Address ot Well
Reason tor Abandonment
Stop potential groundwater contamination.
City, Village
Algoma
Date ot Abandonment
09-21-93
(3) Original Well/Drillhole/Borehole Construction Completed On
(Date) 10-14-92
¦ Monitoring Well
~ Water Well
~ Drillhole
~ Borehole
Construction Report Available?
Bl Yes ~ No
Construction Type:
¦ Drilled ~ Driven (Sandpoint)
~ Other (Specify)
~ Dug
[55 Required Method of Placing Sealing Material
Formation Type:
¦ Unconsolidation Formation
~ Bedrock
Total Well Depth (ft.) 15.0
(From groundsurface)
. Casing Diameter (ins.) 2_
Casing Depth (ft.).
15.0
Was Well Annular Space Grouted?
If Yes, To What Depth?
¦ Yes DNo ~ Unknown
4.5 Feet
(7)
Sealing Material Used
From (Ft.)
To (Ft.)
No. Yards (Circle
Sacks Sealant One)
or Volume
Mix Ratio
or Mud Weight
Granular Bentonite
Surface
2.0
1-50# Bag
Dry
Bentonite Cement Grout
2.0
15.0
40 Gallons
150# Portland Cement
15# Bentonite/25 Gal. Wt
[41 Denth to Water fFeett 5.0
Pump & Piping Removed? ~ Yes ~ No ¦ Not Applicable
Liner(s) Removed? ~ Yes ~ No ¦ Nol Applicable
Screen Removed7 ¦ Yes ~ No ~ Not Applicable
Casing Left in Place? ~ Yes ¦ No
If No, Explain PVC well pine was drilled out.
Was Casing Cut Off Below Surface? ~ Yes ~ No
Did Sealing Material Rise to Surface? ¦ Yes ~ No
Did Material Settle after 24 hours? ¦ Yes ~ No
If Yes, Was Hole Retopped? ¦ Yes DNo
~ Conductor Pipe-Gravity
~ Dump Bailer
¦ Conductor Pipe-Pumped
~ Other (Explain)
(6) Sealing Materials
D Neat Cement Grout
~ Sand-Cement (Concrete) Grout
~ Concrete
~ Clay-Sand Slurry
~ Bentonite-Sand Slurry
~ Chipped Bentonite
For monitoring wells and
monitoring well boreholes only
| ~ Bentonite Pellets
| ¦ Granular Bentonite
| ¦ Bentonite • Cement Grout
(9) Name ot Person or Hrm Doing Sealing Work
Environmental & Foundation Drilling, Inc.
1 A
(10) FOR DNR OR COUNTY USE ONLY
Date Signed
09-23-93
Date Received/Inspected
District/County
Street or Route Jj
217 Ruemisch Road
telephone Number
(608 ) 849-9896
Reviewer/Inspector
~ Complying Work
~ Noncomplying Work
City, State, Zip Code
Waunakee, Wl 53597
Follow-up Necessary
DNR/COUNTY
-------
State of Wisconsin
Department of Natural Resources
WELL/DRILLHOLE/BOREHOLE ABANDONMENT
Form 3300-5B Rev. 8-89
All abandonment work shall be performed in accordance with the provisions of Chapters NR 111. NR 112 or NR 141, Wis.
Admin. Code, whichever is applicable. Also, see instructions on back.
U) GENERAL INFORMATION
(2) FACILITY NAME
WelVDrillhole/Borehole County
Location ¦ Kewaunee
Original Well Owner (if Known)
0 E
££. 1/4 of Jiiii 1/4 of Sec. _22-_ ; T. ZS N: R. ts n «
Present Well Owner
Algcma Landfill
(If applicable)
Gov't Lot , Grid Number
Street or Route
Grid Location
2M. 6*3 ft. ~ N. ~ S.. 2,faS&£>S"7 ft. 0 E. ~ W.
City, State, Zip Code
Algoma, WI
Civil Town Name
Algcma
t-acihty Well 1N0. ana/or Name (11 Applicaoie) WI Unique Well No.
PW-2
Street Address of Well
Reason For Abandonment
No longer needed
City, Village
Algoma
Date of Abandonment
8/9/93
WELL/DRILLHOLE/BOREHOLE INFORMATION
W Original Well/Drillhole/Borehole Construction Completed On
(Date) 3./18 / 81
(4) Depth to Water (Feet) 55 .2
O Monitoring Well
El Water Well
n Drillhole
D Borehole
Construction Report Available?
El Yes ~ No
Construction Type:
ED Drilled Q Driven (Sandpoint) O
D Other (Specify) .
Formation Type:
0 Unconsolidated Formation C] Bedrock
Total Well Depth (ft.) 134.0 Casing Diameter (ins.) 6"
(From groundsurface)
Casing Depth (ft.)
Was Well Annular Space Grouted? £] Yes Q No Q Unknown
If Yes. To What Depth? Feet
Pump & Piping Removed?
Linens) Removed?
Screen Removed?
Casing Left in Place?
If No, Explain
EQ Yes ~ H> ~
Q Yes ~ No g]
0 Yes ~ ~
g] Yes Q N,
Not Applicable
Not Applicable
Not Applicable
Was Casing Cut Off Below Surface?
Did Sealing Material Rise to Surface?
Did Material Settle After 24 Hours?
If Yes. Was Hole Retopped?
g| QNo 3' B$S
g] Yes ~ Ns
~ Yes 0 Na
~ Yes Q Na
\5) Required Method of Placing Sealing Material
I | Conductor Pipe-Gravity 0 Conductor Pipe-Pumped
~ Dump Bailer Q Other (Explain)
(6) Sealing Materials
f~l Neat Cement Grout
|~| Sand-Cement (Concrete) Grout
I~1 Concrete
[3 Clay-Sand Slurry
(~1 Bentonite-Sand Slurry
For monitoring wells and
monitoring well boreholes oniy
HI Bentonite Pellets
| 1 Granular Bentonite
|%1 Bentonite - Cement Grout
(7)
Sealing Material Used
From (Ft.)
To (Ft.)
No. laras.
Sacks Sealant
or Volume
Mix Ratio or Mud Weight
Cement Bentonite Grout
Surface
134.0
26 bags
5% Bent.
-
1.8J Comments:
(9) Name of Person or Firm Doing Sealing Work
WTD Environmental Dril
Signature of Person Doing Work
~~~f U algUtX-U-v
ireet or Route
Street
101 Alderson St.
City, State, Zip Code
Schofield, WI 54476
.inq
Date Signed
..., $/oh
Telephone Number
( 715) 359-7090
(10).
FOR DNR OR COUNTY USE. ONLY
Date Received/Inspected; s
Reviewer/injector.-.
District/Gouitryr
Follow-up Necessary: ;
DNR/COUNTY
-------
n_ State of Wiscowm WELL/DRILLHOLE/BOREHOLE ABANDONMENT
Department of Natural Resources Foim3300-5B Rev. 8-89
All abandonment work shall be performed in accordance with the provisions of Chapters NR 111, NR 112 or NR 141, Wis.
Admin. Code, whichever is applicable. Also, see instructions on back.
U) GENERAL INFORMATION
Well/Drillhole/Borehole
Location
County
Kewaunee
Original Well Owner (If Known) 1
0 E
Sg- 1/4 of tJwJ. 1/4 of Sec. 32 ; T. 2S N: R. 2S [-] w
Present Well Owner
Algcma Landfill
(If applicable)
Street or Route
Grid Location
2«Sf57T ft. ta N. n S.. 2/tS3, ISI ft. @ E. ~ W.
City, State, Zip Code
Algcma, WI
Civil Town Name
Algoma
hacility Weti iNo. ana/or Name (11 Appucaoie)
G- 1
WI Unique Well No.
Street Address of Well
Reason For Abandonment
No longer needed
City, Village
Algcma
Date of Abandonment
8/11/93
VVELL/DRILLHOLE/BOREHOLE INFORMATION
W Original WeltyDnlihole/Borehole Construction Completed On
Pate) UtJkiJ
(4) Depth to Waier (Feet) 9.5
Pump & Piping Removed? |_J Yes | I No ft. [ Not Applicable
Linens) Removed? Q Yes Q No g] Not Applicable
Screen Removed? 0 Yes ~ No Q Not Applicable
Casing Left in Place? r~| Yes g~] No
If No, Explain Overdrilled & pulled everything
Was Casing Cut Off Below Surface? Q Yes gj No
Did Sealing Material Rise to Surface? [^J Yes Q Na
Did Material Settle After 24 Hours? Q Yes ^ Na
IfYes, Was Hole Retopped? £~] Yes Q H>
CD Monitoring Well
~ Water Well
I~1 Drillhole
n Borehole
Construction Type:
|jj] Drilled Q Driven
CD Other (Specify)
Construction Report Available?
~ Yes ~ Hj
(Sandpoint) d
Formation Type:
0 Unconsolidated Formation O Bedrock
p) Required Meuiod of Placing Sealing Material
[XI Conductor Pipe-Gravity Q Conductor Pipe-Pumped
~ Dump Bailer Q Other (Explain)
Total Well Depth (ft.) 14.2 Casing Diameter (ins.)
(From groundsurface)
Casing Depth (ft.)
Was Well Annular Space Grouted? Q Yes Q No Q Unknown
If Yes, To What Depth? Feet
<7)
Sealing Material Used
From (Ft.)
To (Ft.)
No. It arcs.
Sacks Sealant
or Volume
Mix Ratio or Mud Weight
Bentonite Chips
Surface
15.5
7 bags
9
AUG 231933 *JJ
(6) Sealing Materials
l""l Neat Cement Grout
l"~l Sand-Cement (Concrete) Grout
I I Concrete'
I I Clay-Sand SlurTy
n Bentonite-Sand Slurry
1X1 Chipped Bentonite
For monitoring wells and
monitoring well boreholes only
1~1 Bentonite Pellets
I I Granular Bentonite
f*l Bentonite - Cement Grout
(9) Name of Person or Firm Doing Sealing Work
WTD Environmental Drilling
(10) < FOR DNR OR COUNTY USE. ONLY
DaieRecdved/Inspected District/County
Signatured: Person Doing Work
Date Signed
?//?/13,
; Reviewer/Injector
Street or ftoute
101 Alderson St.
TelepHone Number
( 715) 359-7090
Follow-up Necessary
Lily, State, Zjp Code
Schofield, WI 54476
nwn/rniiwTv
-------
State of Wisconsin
Department of Natural Resources
WELL/DRILLHOLE/BOREHOLE ABANDONMENT
Form 3300-5B Rev. 8-89
All abandonment work shall be performed in accordance with the provisions of Chapters NR 111, NR 112 or NR 141, Wis.
Admin. Code, whichever is applicable. Also, see instructions on back.
(J) GENERAL INFORMATION
(2) FACILITY NAME
Well/Drillhole/Borehole County
Location Kewaunee
Original Well Owner (If Known)
S E
Nu 1/4 of ££ 1/4 of Sec. yi ¦ T. <25 N: R. 2S pj w
Present Well Owner
Algctna Landfill
(If applicable)
Gov't I Jit Grid Number
Street or Route
Grid Location
28&.o&S ft. ES] N. ~ s., 1/bS2>p$a ft. 0 E. ~ w.
City, State, Zip Code
Algrana, WI
Civil Town Name
Algoma
facility Weil rso. ana/or iName (11 Appucaoie) WI Unique Well No.
Q-a
Street Address of Well
Reason For Abandonment
No longer needed
City, Village
Algoma
Date of Abandonment
8/10/93
WELL/DRILLHOLE/BOREHOLE INFORMATION
W Original Well/Dnllhole/Borehole Construction Completed On
(Dale) Uft>
(4) Depth to Water (Feel) 19.0
C] Monitoring Well
~ Water Well
~ Drillhole
CH Borehole
Construction Report Available?
~ Yes fO Na
Construction Type:
HO Drilled Q Driven (Sandpoint) EH
Q Other (Specify)
Formation Type:
0 Unconsolidated Formation Q Bedrock
Total Well Depth (ft.) 23.0 Casing Diameter (ins.) 1?
(From groundsurface)
(f'j Required Method of Placing Sealing Matenal
[~1 Conductor Pipe-Gravity 0 Conductor Pipe-Pumped
[J Dump Bailer D Other (Explain)
Casing Depth (ft.)
.. v
Was Well Annular Space Grouted? Q Yes [] No Q Unknown
If Yes, To What Depth? Feet
Pump & Piping Removed? ~ Yes [[] Ni 0 Not Applicable
Liner(s) Removed? Q
Screen Removed? mYes
Casing Left in Place? Q Yes
If No. Explain Overdrilled S pu.
no m
N> Q
No
Not Applicable
Not Applicable
led everything
Was Casing Cut Off Below Surface? | | Yes | | No"
Did Sealing Material Rise to Surface? |jj] Yes Q Na
Did Material Settle After 24 Hours? Q Yes ^ Na
If Yes, Was Hole Retopped? ~ Yes ~ No
(6) Sealing Materials
[~| Neat Cement Grout
[~1 Sand-Cement (Concrete) Grout
l~l Concrete j
[~l Clay-Sand Slurry I
f~l Bentonite-Sand Slurry |
Q Chipped Bentonite 1
For monitoring wells and
monitoring well boreholes only
["") Bentonite Pellets
I I Granular Bentonite
0 Bentonite - Cement Grout
V)
Sealing Material Used
From (Ft.)
To (Ft.)
iNo. X arus.
Sacks Sealant
or Volume
Mix Ratio or Mud Weight
Cement Bentonite Grout
Surface
25.0
18 bags
5% Bent.
.
Comments:
(9) Name of Person or Finn Doing Sealing Work
WTD Environmental Drilling y
(10) , FOR: DNR OR COUNTY USE :ONLY
Date Received/Inspected District/County
Signature of Person Doing Work
Date Signed
^/n/cn
Reviewer/Inspector
Street or Route
101 Alderson St.
Teiephohe Number
( 715) 359-7090
Follow-up Necessary
City, State, Zip Code
Schofield, WI 54476
DNR/COUNTY
------- |