07-562Council File # � �/ s��
Green Sheet # 3039810
RESOLUTION
NT PAUL, MINNESOTA
Presented by
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2 WHEREAS, The Minnesota Pollution Control Agency ("MPCA") is authorized to respond to releases of
3 hazardous substances and pollutants and contaminants and to recover the costs of its response actions from
4 persons responsible for the release; and
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WHEREAS, Pig's Eye Landfill site is an un-pernutted landfill within the City of Saint Paul ("City") where
various contaminants have been identified and documented; and now, therefore be it
RESOLVED, that the City and the MPCA will enter into a Response Cost Reimbursement Agreement
("Agreement"), as presented in attached Exhibit A; and be it fiirther
RESOLVED, that said Agreement identifies responsibilities of the City and the MPCA, including but not
limited to: who will inspect and monitor surface and ground water; who will be responsible for what costs, and
how reimbursement will be made; and be it fiu•ther
RESOLVED, that the City, through this Agreement, limits its fmancial liability for monitoring, sampling,
inspection and reporting to not more than $50,000 per calendar yeaz; and be it finally
RESOLVED, that the proper City officials aze hereby authorized and directed to execute the Agreement, as
presented.
Benanav
Bostrom
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Forxn Approved by City Attomey
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Adopted by Council: Date
Adoption Certified by Counc
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Approved by May . Date
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�i unr. .✓� i, �uv i
Secretary Form App ed b ayo �r S m s' n to Council
'llS�7� By:
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pyy n,nv� wor�
Contaef Person ffi phone:
Jean B for Dave Nelson
266-8566
MuSt Be on CoUncil Aaend;
Doc. RESOLUTION W/$ TR4NSAC
E-0oeument Required: N
Document ConWct:
ConWct Phone:
17-MAY-07
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Assign
Number
For
Routing
Order
Total # of Signature Pages �(Clip All Loeations for Signature)
Green Sheet NO: 3039810
0 ` blic Works
1 bGCWorks - U De arhnentDirector �T�/
2 inancial Services 1Lce Financial Services
� ' Attorne G '��-��
4 a or•s OH'ice Ma orlAssistant
5 onnc� C5 Conncil
6 i Clerk Ci Clerk
CONSENT AGENDA. Request authorization to execute MN Pollufion Control Agency Agreement that details City obligations for
Pig's Eye Landfill site.
Planning Commission
CIB Committee
Civil Service Commission
7. Has this person/firm ever worked under a contract for this department?
Yes No
2. Has this persoNfirtn ever been a city employee?
Yes No
3. Does this person/firm possess a skill not normally possessed by any
current city employee?
Yes No
Explain all yes answers on separaM sheet and attach to green sheet
Initiating Problem, Issues, Opportunity (Who, What, When, Where, Why):
State requires documentation of potential environmental fiazards, specifically as it pertains to the Pig's Eye I,andfill site.
Advarkages If Approved: � I�" � � �, � � �"�p,-
Compliance with State regulations. RECEIVED �� �- A � ��'�"� ���
IuN 1 3 2007
DisadvanUges NApproved:
None foreseen
�isadvaMages If Not Approved:
Non-compliance with State regularions.
MAYOR'S OFFICE
�1 �1 �i ? �: 2007
� � � � �� � ��-������
� Trensaction: $50,000
Funding Source:
Financial Information: MaX]mum annual responsibility of City
(Expiain) from Environmental Clean-up Fund
Aciivity Number 001-09055
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JUN 18 �07
CastlRevenue Budgeted:
May 18, 2007 8:11 AM Page 1
Exhibit A
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.�rvrar��a�� iuui�Y�Tir�
NIINNESOTA POLLUTION CONTROL AGENCY
In Re: the Matter of Response Actions
Under the Minnesota Environmental Response
and Liability Act, Minn. Stat. ch. 115B
at the Pig's Eye Landfill Site,
Ramsey County, Minnesota
RECITALS
RESPONSE COST
REIMBURSEMENT
AGREEMENT
The following constitutes a brief siumnary of the facts upon which this Response Cost
Reimbursement Agreement (Agreement) is based.
A. The Minnesota Pollution Control Agency (MPCA or Agency) is a statutory
agency of the State of Minnesota. The MPCA is authorized under the Minnesota Environmental
Response and Liability Act, Minn. Stat. §§ ll5B.01-115B.20 (MERLA), to respond to releases
of hazardous substances and pollutants and contaminants and to recover the costs of its response
acrions from persons responsible for the release. The MPCA is authorized to enter into
settlements and other agreements under Minn. Stat. chs. 115, 115B, and 116 (2004).
B. Site Descri tp ion• The Pig's Eye Landfill Superfixnd Site (Site) is an inactive
disposal site located in the floodplain of the Mississippi River east of the St. Paul downtown
airport. The Site is located on Pig's Eye Lake Road near Childs Road, St. Paul. The Site
includes the former Pig's Eye Dump and a closed sewage sludge ash disposal facility. The
triangulaz shaped heauily vegetated Site is bounded by a railroad switching yard to the northeast,
various industrial properties to the west and Pig's Eye Lake to the south. The final xeach of
Baitle Creek flows through the central portion of the site and discharges to Pig's Eye Lake. The
Mississippi River is located approximately 800 feet west of the site. The Site is approximately
230 acres in size. The Site is the largest un-permitted landfill in Minnesota. The Site accepted
greater than 70 percent of the municipal, commercial and industrial waste (an estimated 8.2
million cubic yards) from St. Paul and surrounding communities for 16 years up to 1972.
Additionally, from 1977 — 1985 the Metropolitan Council Environmental Services (MCES) was
perxnitted by the MPCA to dispose of sewage sludge ash on 31 acres of the Site. The ash was
disposed of over existing waste and covered with 2 feet of soil. Various phases of investigation
were conducted at the Site since the 1970's. EPA conducted a lunited investigation in 1994 and
from 1998 — 1999 the City of St. Paul also conducted investigations. The results of these
investigations are simunarized in the Remedial Action Plan (RAP) dated December 1999.
Contaxninants detected in groundwater, surface water, and sediments at the site include: volatile
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organic compounlds, semi-volatile organic compounds, metals, and polychlorinated biphenyls
(PCBs).
C. The City of St. Paul owned and operated the Site from 1956 until 1972. The City
currently owns the Site.
D. In 1989, the MPCA placed the Site on the State Superfizud Permanent List of
Priorities with a Hazard Rauking System score of 42.5.
E. Response Action Back�round. The MPCA has taken the following Response
Actions to date. In 1949 and 2000 during site investigations and preliminary site work, over
two hundred thirty (230) 55-gallon drmns were recovered. Many drutns contained hazazdous
waste, including chlorinated and petroleum solvents, PCB's and metals. Based on the results
of the investigations, a Remedial Action Plan (RAP) was drafted and implemented in two
phases from June 2001 — Sept 2005. Total state money expended during the two phases was
approximately $5.8 million. RAP components aze detailed in the July 2006 Construction
Completion Report.
In the first two years of work contractors hired by the MPCA and the City of St. Paul
completed Phase 1 remediation work. Phase 1 construction started in September 2001 and
was completed in January 2002 (with the exception of seeding and tree planting). Seeding
and tree planting was completed in July 2002. Phase 1 work included removing drums along
Battle Creek that were uncovered during construction; pulling waste back from the landfill
toe, relocating waste and re-grading side slopes along the Battle Creek (lower reach);
backfilling of an organically rich, moderately permeable "select fill" layer as an interface
zone along the lower reach banks of Battle Creek and Pig's Eye Lake; chemical stabilization
of soils at a lead and cadmium-contaminated battery disposal area one acre in size; filling a
two-acre southeast pond that contained contaminated sediments; and augmenting the pre-
existing but partial permeable cover material to ensure two feet of soil cover throughout the
Site.
Phase 2 was initiated in April 2003 and was completed in June 2004 (with the exception of
follow up seeding and tree planting which was completed in May 2005). Phase 2 work
included installation of a permanent creek crossing; construction of soil cover for an
additional 80 acres including the wood chipping azea; slope conection along Battle Creek
(upper reach)/landfill interFace; erosion prevention work along the shoreline of Battle Creek
and Pig's Eye Lake; installation of monitoring wells; waste excavation and relocation as part
of slope grading and consolidation of waste found on neighboring railroad property that was
part of the original dump footprint; filling in a second southwest pond that held contatnivated
sed'unents; re-grading side slopes along the railroad ditch/landfill interface, re-vegetating, and
planring of trees along the landfilUlake interface and in the pond areas to provide hydraulic
uptake and attenuation of contaminants; and removal and proper disposal of drmns
containing hazardous wastes and tires.
Upon completion of the remedial construction, demobilization of contractor equipment and
supplies was completed. All totaled, crews planted 835 trees, replacing previously planted
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trees which did not survive probably due to semi-drought conditions that prevailed shortly
after planting. A L,ong-Term Maintenance and Monitoring (M&Nn plan was drafted and
ultimately approved in July 2006. This plan will guide the city's perpetual caze of the site. A
Construction Completion Report was also prepared by the consultant and approved in July
2006.
F. Monitoring and Maintenance. The Site has now entered the maintenance,
monitoring and long-term care period as detailed in the July 2006 M&M Plan. The City of St.
Paul is responsible for perpetual caze of this site which will become a passive pazk. On-going
performance monitoring of groundwater and surface water along the Battle Creek banks and
Pig's Eye Lake shoreline is critical to determine the effectiveness of the "select fill" in
preventing the migration of contatninants into the creek and lake. Specific monitoring wells to be
sampled, the sampling frequency and a list of monitoring paz•atneters are identified in the M&M
plan. Maintenance of the cover is also critical to ensure the remedy is protective. The purpose of
this Agreement is to assure that monitoring required by the MPCA is carried out under an
arrangement whereby the MPCA conducts the monitoring and its costs are reimbursed by the
City.
G. Responsibilities of City and MPCA. During the term of this Agreement, the City
and the MPCA will take the following actions in accordance with the July 2006 M&M Plan:
1. The City will conduct:
o Inspection and maintenance of the landfill cover, side slopes, creek crossing, and erosion
controls measures, and
o Monitoring well maintenance and any well sealing required after June 2007.
2. The MPCA will conduct:
o Surface water monitoring,
o Groundwater monitoring,
o Monitoring well inspections, and
o Prepazation of the Annual Monitoring Report
3. The City will reimburse the MPCA for the cost of surface water and ground water
monitoring, inspection and reporting, including adininistration and contracting costs related to
these acrivities.
AGREEMENT
NOW, THEREFORE, based on the information available to the parties on the effective
date of this Agreement and without adjudication of any issue of fact or law, the parties stipulate
as follows:
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parties:
1. Parties. This Agreement shall apply to and be binding upon the following
A. Mimiesota Pollution Control Agency, and
B. City of St. Paul (City).
2. Enforceability. The terms of this Agreement shall be enforceable by any party in
a court of appropriate jurisdiction.
3. Obligafions of MPCA. The MPCA agrees pursuant to its authority under Minn.
Stat. § 115B.17, subd. 2, to conduct monitoring, inspection and reporting activities at the Site as
described in Paragraph G.2. above. MPCA will submit to the City an invoice of the costs
incurred to conduct activities under this paragraph, which shall include MPCA contractual and
administrative costs. The invoice will be submitted by February 1 of each year, covering the
costs incurred during the previous calendaz year.
4. Obligations of the City.
a. Reimbursement. The City agrees to reimburse the MPCA
far a11 costs to conduct acfivities pursuant to Paragraph 3. Payment is due in full
60 days after receipt of the invoice from MPCA as provided in Paragraph 3.
Payment sha11 be by check payable to the Minnesota Pollution Control Agency.
Payment shall be sent to:
Minnesota Pollution Control Agency
Fiscal Services
520 Lafayette Road, St. Paul, MN 55155-4194
The City's obligations shall be to reimburse MPCA for the cost of surface water
and ground water monitoring, sampling, inspection and reporting, including
administration and contracting costs related to these activities and sha11 be limited
to not more than $50,000 per calendar year. The City of Saint Paul's total
pat�ments under the Agreement sha11 not exceed $1,000,000.
J
a. The City sha11 pay interest determined pursuant to Minn. Stat.
§ 549.09, subd. 1(c), on any axnounts not paid to the MPCA within the time
required in this Paragraph 4.
b. Restrictive Covenant. The City shall draft a Restrictive Covenant which
shall limit the future use of the Site to park purposes and require ongoing maintenance of
response action struchues at the Site by the owner. The City sha11 submit the draft to the
MPCA for approval by January I5, 2007. The City shall execute the MPCA-approved
covenant, record it with Ramsey County and submit a copy of the recorded covenant to
the MPCA.
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5. No Admission of Liability. In entering into this Agreement, the City does not
make any admission of fact or law with respect to the Site or with respect to its liability for the
Site.
6. Amendments. Any amendments to this Agreement shall be made in writing and
signed by both parties.
10. Entire Agreement. This Ageement embodies the entire agreement and
understanding between the parties.
11. � Successors and Assigns. This Agreement is binding on the parties and their
successors and assigns.
12. Termination of Agreement. Ml'CA may terminate this Agreement upon 60 days
written notice to the City or upon writCen notice of MPCA's deternunation that the activities
described in Pazagraph G.2. are no longer required.
13. Effective Date. This Agreement is effective upon the date that it is signed by
both parties.
BY THEIR SIGNATURES BELOW, THE UNDERSIGNED REPRESENT THAT
THEY HAVE THE AUTHORITY TO BIND THE PARTIES THEY REPRESENT
IT IS SO AGREED:
FOR THE MINNESOTA
POLLUTION CONTROL AGENCY
FOR THE CITY OF ST. PAUL
Brad Moore, Acting Commissioner
Date
Approved as to form:
City Attorney
Department Director
Director of Finance
Mayor
Date
Date
Date
Date
City Clerk Date
AG: #1678763-v1
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RECEi�f�D
JUL 3 1 2C��
LONG-TERM MAINTENANCE AND
MONITORING PLAN
PIGS EYE LANDFILL SITE
SAINT PAUL, MINNESOTA
PRINTED ON
.lLL 17 2006
b
LONG-TERM MAINTENANCE AND
MONITORING PLAN
PIGS EYE LANDFILL SITE
SAINT PAUL, MINNESOTA
JULY 2006
REF. No. 019879 (11)
This report is printed on recycIed paper.
Prepared by:
Conestoga-Rovers
8� Associates
1801 Old Highway 8 Northwest, SuRe � 14
St. Paul, Minnesota 55112
Office: 651•639•0913
Fax: 65�•639�0923
Wotltlwitle Engineenng. Environmentpi, Consiruciion, antl R Services
D ���� �
TABLE OF CONTEN'PS
Paee
2.0
INTRODUC'ITON.....-•••• ...............................................--°--°--...---.......................................1
1.1 SIT`EDESCRIPITON ................................................................................•-�-�--•--2
2.0 RAP IIvIl'LEMENT'ATTON COMPONENTS....-----_-• ..................................._°.-----..........4
21 LANDFTLL COVER ................................................°-°--°--°-•-•--......................4
22 SOL7THEAST PONII ......................................................................................... 4
2.3 SOU'ITiWESTPOND ........................................................................................4
2.4 BATTERY DISPOSAL AREA ...........................................................................4
2.5 RAILROAD DTTCH ...........................................................................................4
2.6 BATTLE CREEIC (LTPPER REACH) .................................................................5
2.7 BATTLE CREEK (LOWER REACH) AND
LANDFILL/LAKE INTERFACE .................................................:...................5
2 .8 LANDSCAPING PI.AN ....................................................................................5
2.8.1 GRASS ESTABLISHMENT ...............................................................................5
2.8.2 TIZEE PLANTINGS ............................................................................................5
2.4 CREEK CftOSSING ........................................................................................... 6
2.10 MOATITORING WEI_LS ....................................................................................7
3.0 INSPECTIONS ................................................................................�--.................................... 8
3.1 GENERAL ...........................................................................................................8
3.2 IZECORD KEEPING .-� .......................................................................................
3.3 LANDFILL COVER AND LANDFILL/
SURFACE WATER IN'PERFACES INSPECTTON ......................................... 8
3.4 MONITORING WELL INSPECTION .............................................................9
4 .0 SYSTEM MAIN"1'ENANCE ..................................................................................................10
4.1 LANDFILL COVER AND LANDFILL/
SUItFACE WATER INTERFACES MAIN'I'INANCE ..................................10
4.1.1 PERFORMANCE ...............................................................................................10
4.12 MATEIZIAL SELECTION .................................................................................11
42 CREEK CROSSING MAINTENANCE ...........................................................12
4.3 LANDFILL VEGETATION MAIN'I'ENANCE............--_---_-• .......................12
4.4 MONTTORING WELL MAINTENANCE ......................................................13
5.0 MONITORING PL,AN ...................................................................
5.1 GROUNDWATEK MONITORING ..........................
5.2 SURFACE WATEIt MOIVITORING .........................
5.3 MONITORING PARAMETFRS ................................
6.0 RECORDS AND REPORTING .....................................
61 REPORTSUBMITTALS.°°•°°° .................
6.2 RECORDMAIlV'I'ENANCE ......................
..........................14
..........................14
..........................14
..........................15
......16
..... 26
.....17
198�9 (1 i) CONESTOGA-ROVERS S� ASSOCIATES
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FIGURE 1.1
FIGURE 1.2
FIGUIZE 21
FIGURE 2.2
FIGLTKE 5.1
TABLE 2.1
TABLE 2.2
TABLE 3.7
TABLE 5.1
TABLE 5.2
LIST OF FIGURFS
(Following Report)
�`lt���IC�: •��[�J�i
S£TE PLAN
PROJECT FEATURE AREAS
MONTI'ORING WELL LOCATIONS
SURFACE WATER SAMPLII�iG LOCA'ITONS
LIST OF TABLES
(Following Report)
PHASE I SEED MIXTURE
PHASE II SEED MIXTURE
MAINTENANCE REQLJIREMENTS
NfONTTORING REQUIREMENI'S
LIST OF ANALYTICAL PARAMETERS
�98�s /i�) CONESTOGA-ROVERS & ASSOCIA7ES
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LIST OF APPENDICES
APPENDIX A
APPENDIX B
APPINDIX C
APPF.NBIX D
APPENDL`C E
APPENDIX F
CREIIC CROSSING ASBUILT PE.ANS
ADDTFIONAL MONTTORING WELL DE'I'AILS
LANDFILL INSPEC'ITON REPORT
MONPI'ORING WELL LOGS
RIPRAP SPECIFICATION AND 17RAWING
SEEDING SPECIFICATIONS
198]9(t1) CONE5T0(`,A-ROVERS � fiS50GATES
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This Operation and Mainfenance (O&M) Plan has been prepared by Conestoga-Rovers
& Associates (CRA} on behalf of the City of Saint Paul (City) and the Minnesota
Pollution Control Agency (MPCA) #or the Former Pigs Eye Landfill (Site) located in
Saint Paul, Muu�esota.
The plan presents the mainfenance, monitoring, and long-term care reguirements
associated with each component of both the Phase I and Phase II Implementation of the
Remedial Action Plan (RAP) measwes for the Site. The Phase I and Phase II RAP
Implementafion included the followu�g remedial components:
• Augment landfill cover;
• Pull back toe of landfill and re-grade landfill side slopes along Battle Creek (Lower
Reach) and landfill/lake interface;
• Stabilize and cover Battery Disposal Area;
• Fill the Soufheast Pond; and
• Plant trees along the landfill/lake interface and in the Southeast and Southwest
Ponds.
• Stabilize and re-grade landfill side slopes along Battle Creek (Upper Reach);
• Filling the Southwest Pond;
• Re-grade landfill side sIopes along the railroad drainage ditch.
Maintenance and monitoring will be initiated within one yeaz following the completian
of construction activities at the Site.
The City will be responsible for the following tasks:
• inspection and maintenance of the ]andfill cap, slopes, creek crossing, and erosion
control measures;
• well ownership, well maintenance, and well sealing (after 2006); and
• provide funding to the MPCA far monitoring and reporting activities.
The MPCA or its contractor will conduct the following tasks:
• surface water monitoring;
• groundwater monitoring;
• weli inspection; and
19819(ti) � 1 CONESTOGA-ROVERS&ASSOqATES
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• preparation of Annual Monitoring Report.
1.1 SITE DESCRIPTION
The Former Pigs Eye Landfill Site is Iocated in the southeastem portion of the City of
Saint Paul, Muuiesota. The approximately triangularIy shaped Site is bounded by a
railroad switching yard (C.P. Rail) a]ong the northeastem boundary, various industrial
properties to the west, across Pigs Eye I.ake Road, and Pigs Eye Lake to the south. The
Ivletropolitan Council Environmentai Services (MCES) wastewater treatment plant is
located adjacent to the Site to the southwest. The final reach of Battle Creek flows
Ehrough the central portion of the Site and discharges to Pigs Eye Lake. Based on recent
surveying of the Site, the cotal landfilled area covers approxunately 212 acres. A Site
location map is presented as Figure 1.1 and a Site plan is presented as Figure 1.2.
The Site is located within the floodplain of the Mississippi River, which is approximately
800 feet west of the Site. The Site is generally flat with minor relief along the
northeastem portion and along the banks of Battle Creek and Pigs Eye Lake. The Site is
heavily vegetated, prunariIy with grasses and small shrubs. Stands of mature trees are
present on the eastem and northeastem portions of the Site. Smaller stands of trees are
located intermittently across the Site.
Battle Creek flows through the central portion of the landfill (approximately lineal
4,800 feet) and discharges to Pigs Eye Lake. Waste was placed along both banks of the
creek for the appro�ately one-half of its length through the Site, and along its
eastern/northem bank for the remainder of the reach. The Battle Creek watershed
extends east of the Site into the communities of Maplewood and Woodbury. The
portions of the creek east of the Site are controlled with flood control devices such as
ponds, dams, and w.eirs. A large wetland and lake area (approximately 100 acres), north
of the C.P. Rail yard, also discharges into Battle Creek prior to entering the Site.
Based upon review of the IvFPCA files, the Site began operating without a permit as a
landfill in the mid-1950s, acceptirig municipal, commercial, and industrial wastes. The
Site ceased operation as a landfill in 1972. The Site received additional disposal of
incinerator ash from the MCES wastewater treatrnent plant from 1977 to 1985 under an
MPCA permit as SW-189. The ash was reportedly disposed of over the existing waste
and was covered with 2 feet of soil.
Various inuestigations have been conducted at the Site since the 1970s, focusing on
groundwater, surface wafer, soil, and sediments. The United States Environmental
Protecfion Agency (USEPA) conducted a Limited Site Investigation in 1994. The MPCA
t9819 (11) 2 CONESTOGA-ROVERS & ASSOCIA7ES
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aLso conducted various investigations at the Site during 1998 and 1999. The results af
these investigations are summarized in the RAP.
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t9879 (11) 3 CONESTOGA-ROVERS $ ASSOCIATES
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2.0 RAP IMPLEMENTATION COMPOIVENTS
Figure 2.1 presents the project feature areas of tfie remedy. The following sections
describe the elements of the remedy.
2.1 LANDFILL COVER
A landfill cwez was consiructed over the landfill. The cover consists of a minuntun
2-foot layer of soil capab2e of supporting woody and non-woody vegetation.
2.2 SOUTHEAST POND
The southeast pond azea was filled and graded to allow overland flow to Pigs Eye Lake.
The area was also planted with trees to provide hydraulic uptake and may also provide
some attenuaHon of contaminants within the groundwater zone.
2.3 SOUTHWEST POND
The southwest pond area was filled and graded to allow overland flow to Battle Creek.
The area was also planted with trees to provide hydraulic uptake and may also provide
some attenuation of contaminants within the groundwater zone.
2.4 BATTEIZY DISPOSAL AREA
Soils in this area were chemically stabilized and covered with at least two feet of clean
soii.
2.5 RAILROAD DITCH
The landfill interface with the railroad drainage ditch was re-graded to correct erosion
and landfill seepage probtems.
t9819�tt} 4 CONESTOGA-ROVERS & ASSOCIA7ES
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2.6 BATTLE CREEK (ITPPER ftEACH�
'Fhe stream banks of the upper reach of Battle Creek (waste on both sides of the creek)
were re-graded to a maximum slope of 5:1 and stabilized to correct exposed waste and
erosion problems.
29 BATTLE CREEK (LOWER REACH) AND
LANDFILL/L.AKE INTERFACE
In order to eliminate leachate seeps from occurring along the side slopes of the landfill,
buried waste was pulled back 30 feet from Battle Creek and relocated on Site. The void
that was created by the waste excavafion was backfilled with select fill at a slope of 10 to
1(horizontal to vertical) to create a buffer area. The side slopes of the new landfill face
were graded to a maximum s2ope of 4 to 1(horizontal to verfical}. The area was also
planted with trees to provide some contaminant reduction, slope stability, and erosion
coniroL
2.8 LANDSCAPING PLAN
The selected remedy for the cover vegetation is the establishment of a grass cover over
ali of the disturbed areas of fhe Site and tzee pIantings in selected areas of the Site. Due
to the natural envirorunent of the Site and surrounding area and also to fit the City Park
plan, the seIected grass and tree species are flood tolerant.
2.8.1 GRASS ESTABLISHMENT
The cover vegetation consists of a mixture of grass species intended to stabilize the soil
against erosion due to runoff and wind, increase evapotranspiration of soil moistuxe,
and increase the aesthetic value of the cover. The Phase I seed mixture consisfs of
MNDOT 28B modified and is presented in Table 21. The Phase II seed mixhxre consists
of 30 percent MNDOT 310NW1' (Native Wet Tall) and 70 percent MNDOT 254GR
(General Roadsides) and is presented in Table 22.
2.8.2 TREE PLANT'INGS
As part of the Phase I RAP Implementation, trees were planted in the former Southeast
Pond Area and the Landfill/Lake interface. These trees are intended to increase
� 5 CONESTOGA-ROVERS & ASSOCtATES
07� Z
evapotranspiration throngh plant uptake of groundwater and to increase contaminant
attenuation in the shallow groundwater.
Trees were planted at an average spacing of approximately 5-feet on-center. The
folIowing flood resistant species weie selected:
• River Birch;
• Silver Maple;
• Red Mapie;
• Basswood; and
• Cottonwood.
As part of the Phase II KAP Implementafion, approximately 1,900 trees were planted in
the areas shown on Figure 2.1. The trees are intended to increase evapotranspiration
through plant uptake of groundwater and to increase contaminant attenuation in the
shallow groundwater.
The tree plantings may also draw shallow groundwater from the edges of the landfill
cap, acting as a hydraulic barrier curtain, An added benefit may also be realized as the
trees may also act to biodegrade organic contaminants in the shallow groundwater
through interactions with the tree root systems.
Trees were planted at an average spacing of approximately 15 feet on-center. The
following flood resistant species and sizes were selected:
• River Birch;
• Silver Maple;
• Red Maple; and
• Cottonwood.
2.9 CREEIC CROSSING
In order to conduct the remedial actions for the Site, the consriuction of a temporary
crossing of Battle Creek was required. The creek crossing will allow access for
construction personnel and eguipment to the eastern portion of the Site. In keeping with
the final end use of the Site, there are no permanent access roads to or from the creek
crossing.
i9a�s(it) 6 CONESTOGA-ROVERS & ASSQCIATES
D7�� a-
The location of the creek crossing is shown on Figure 2.1. The record drawings for the
creek crossmg aze presented in Appendix A.
2.10 MONITORING WELLS
The landfill/lake interface is located hydraulically downgradient of the landfill. The
landfill/lake interface is essentially composed of high organic, low permeable soil
(select fiIl) that was installed during the Phase I RAP to atten�ate seepage from the
landfill to Pig's Eye I,ake.
The purpose of well network is to monitor and evaluate groundwater hydrology and
chemisiry as it flows through. and below the landfill/lake interface boundary. It is
intended to monitor groundwater from three distinct depths along the landfill/lake
interface to evaluafe impact from the ]andfill.
The three groundwater units that will be monitored as a part of the well network
include the surficial, shallow, and deep groundwater. The surficial groundwater is
located within the landfill/lake interface select fill and is estimated fo be less than
five feet deep. The sha3low groundwater is a silty sand layer below the strata of peat
and organic clay. The depth of the silty sand ranges from 15 to 20 feet below grade. The
deep groundwater is in a more permeable layer of sand that may range from 30 to 50
feef below grade.
The depths of these groundwater units have been detennined from existing Site well
logs. Actual depths may vary depending on local strarigraphic vaziances.
Three weII nests (MW-16, MW-27, and M4V-18) were installed in the landffll/lake
interface boundary as shown on Figure 2.2. Well nests MW-16 and MW-17 consist of
four wells and MW-18 consists of two wells. The suffix designation, "A", 'B", and "C",
aze used to denote the surficial, shallow, and deep wel}s, respectively. The suffix
designafion "AA", is used for two wells, MYV-16AA and MW-17AA, which were
installed upgradient of surficial wells, MW-16A and MW-17A, respectively.
Additional details on the monitoring wells instalIed as part of the RAP are presented in
Appendix B.
19879 ���� 7 CONESTOGA-ROVERS S ASSOCIATES
D7�5ZQ �-
3.0
3.1 GENERAL
Maintenance requirements for the Former Pigs Eye Landfill are summarized in
Table 31. Maintenance includes routine inspections, scheduIed maintenance,
imscheduled maintenance in response to an observed failure, and reporting of such
failures. All inspections and maintenance performed at the Site must be entered in the
hard-cover Inspection/Maintenance Log maintained by the City. Inspectians will be
completed during the spring and fall of each year. The spring inspection will be
completed during early June or as soon as conditions allow for the inspection to be
completed.
3.2 RECORD KEEPING
Record keeping requirements for the maintenance activities conducted at the Site
include written documentation of the foIlowing tasks:
• inspections performed;
• monitoring performed; and
• scheduIed and unscheduled maintenance.
3.3 LANDFILL COVER AND LANDFILL/
SURFACE WATER INTERFACES INSPECTION
The City will complete biannuaI inspections (spring and fall} of the landfill cover and
landfill/surface water interfaces. The City will also complete additional inspections
following any periods of flooding and intense rainfall events (>3 inches in 24 hours) on
the Site. Inspec6ons will consist of:
• Inspect vegetative cover and identify areas reguiring attention;
• Inspect side slope for areas of erosion and washouts;
• Inspect landfill cover and landfill/surface water interfaces for areas of erosion and
washouts;
• Inspect landfill cover and landfill/surface water interfaces for evidence of exposed
refuse or leachate seeps; and
• Inspect condition of the creek crossing.
t987s (tt) $ CONESTOGA-ROVERS � FVSSOqATES
� �?-S� a-
The person completing the inspection shaIl complete a standard inspection and
maintenance checklist. A sample copy of the checklist in included in Appendix C. Field
notes and results wiIl be attached to the inspection report.
3.4 MOIVITORING WELL INSPECTION
The MI'CA will complete inspecfions of the groundwater monitoring weIls during each
scheduIed monitoring event. The following will be noted and conections made if
required:
• The casing surrounding the monitoring well is securely in p]ace and is properly
locked;
• No blockage down the well;
• The depth to the bottom of the well is not decreasing (decreasing depth may indicate
that the well is becoming silted up and should be te-developed); and
• The Minnesota Unique Number is clearly visible and legible on the well casing.
The person completing the inspection shall complete a standard inspection and
maintenance checklist. A sample copy of the checklist in included in Appendix C. Field
notes and results will be attached to the inspection report. The MPCA or its contractar
will forward a copy of the completed inspection form to the City for the Site
Inspectzon/Maintenance Log.
Copies of the monitoring well logs are incIuded in Appendix D.
19879 ���} 9 CONESTOGA-ROVERS H� ASSOCIATES
V���� �
4.6 SYSTEM MAINTENANCE
41 LANDFILL COVER AND LANDFILIJ
SUIZFACE WATER INTERFACES MAINTENANCE
Landfill cover maintenance shall be performed, as required, based on the results of
biannual inspections.
Maintenance shall be conducted by a qualified earth moving contractor or by the City
and shall be supervised by the City. Reqvirements may include filIing gullies or eroded
areas, riprap repair, seep management repair, and replacement of cover material in areas
of excessive ponding and/or settlement {to the extenf of exposing waste).
Filled ai should be sloped to prevent erosion. In conjunction wifh the filling, some
regrading may be reguired to meet the slope requirements or to fiIl areas with excessive
slopes. Disturbed areas and other areas of poor vegetative growth wili be revegetated.
Riprap repair shall be conducted as necessary. The specifications and drawing for the
original riprap installation are included in Appendix E.
Aepair to seeps shall be conducted on a case by case basis. A seep is defined as point on
the side slope, above the elevarion of the adjoining surface water, where leachate is
persistently flowing to the surface. Repairs shall be conducted to eliminate direct
contact with the leachate on the permeable cap, but to prevent flow into Battle Creek,
Pig's Eye Lake, and the railroad ditch. Seeps will be repaired with the placement of
additional fill within two weeks of identification. Section 4.1.1 describes the methods
used to place fill for seep repair.
41.1 PERFOAMANCE
All fie]d working locations will be reviewed with the Contractor. A� working locarions
will include a minimum two-foof extension distance fo allow match grading and
integration and biending with adjacent suitable soff thicknesses.
For any cap disiurbance larger than one acre, a National Pollutant Discharge Eliminarion
System (NDPES) permit will be obtained and required temporary erosion control silt
fences and/or straw bales will be installed for the period of construction. Temporary
erosion control measures should be designed to dissipafe and filter runoff as sheet flow
and preclude sed'unent transport from the landfill surface during active work. Straw
bales and silt fence are pzoven techniques for these controls.
79879 (tt} IO CONESTOGA-ROVERS & ASSOCIATES
����'� �
At aIl work locations (including the two-fooE extension distance), topsoil will be stripped
and temporarily stockpiled along the vpslope side to divert future surface flow around
work areas.
Suitable fill will be placed in six-inch lifts to meet required grades. Soil spreading will
be undertaken with a bulldozer (or other suitable eartlunoving equipment) with
multiple passes at low speed to reduce flexural cracking of the cover over the waste.
A m;niri,um of six inches of topsoil comprising replacement of existing and imported
material will be placed over all disturbed surfaces and graded for seed and mulch
application. A disturbed surface will be defined by removal of vegetaHon and topsoil
layer to expose the rooting zone surface and wilI not include flattened grass cover.
Seeding wilI be completed by a qualified seed and mulch contractor using industry
standard equipment. Seed mixture will be compatible with existing cover vegetation.
4.1.2 MATERIAL SELECTION
Fill
The fill shall be free of unsuitable materials that include, and are not limited to, the
following:
The specification will allow the use of "unprocessed" genera] fiil that, by nature, will not
contau� a high percentage of rocks. In general, rocks larger than 12 inches wiIl be
excluded from the imported cover soil. The soil will have no more than 10% rocks based
on visual inspection. Should rocks greater then 12 inches be encountered during the soil
placement, they will be removed from the soil (by hand).
Topsoil
Topsoil suitable for use shall be good quality, fertile loamy material, free from xoots,
vegetation, weeds, parts of weeds, weed seeds and other debris or #oreign matter. The
source of topsoil shall be an area free from growth of Japanese Clover, HorsetaiI,
Moming Glory, and other persistent weed plants. Topsoil should be free from lumps,
stones, and clods over one inch in diameter. Topsoil shall not contain excess amounts of
organic matter, heavy clay, or sand.
198]9 (it) II CONESTOGA-ROVERS B� ASSOCIATES
D `� �h'l� �-
Topsoil shall not be obtained from swampy areas and shall not be infested with the
seeds of noxious weeds. Imported topsoil shall be inspected and approved by the City
prior to delivery to the Site.
TopsoiI stripped from the working azea on-Site may be reused if suifable as detennined
by the City.
42 CREEK CROSSING MAIN'I'ENANCE
Maintenance and repairs of the creek crossing will be conducted as necessary under the
direction of fhe City. A locked cable with attached reflecfive notices will stretch across
the west side of the creek crossing preventing unauthorized use. In keeping with the
final end use of the Site, there are no access roads to or from the creek crossing to be
maintained.
4.3 LANDFILL VEGETATION MAINTENANCE
I,andfill vegetation maintenance consists of seeding. Seeding wili be conducted as
needed and under the direction of the City.
The landfill cover will be inspected for bare areas where grass has not grown and areas
of weed growth. These areas will be repaired as necessary. The seed, mix used for
maintenance activities, will be deterinined by the City. The seed w911 be applied at a rate
of approximately 150 lbs./acre. Seed will be applied using standard sowing methods
(i.e. hydroseeding, drill seeding or broadcast seeding). The specifications for applying
seed during the Site construcfion activities are included in Appendix F.
L?ue to the large size of the Site and the large amount of weeds that exist on areas of the
Site that weFe not £illed and seeded as part of the remedy, the control of weeds is not
included in the maintenance plan.
In keeping with the final end use of the Site, the maintenance of trees is not included in
this maintenance plan. Dead or damaged trees wi31 not be cleared or grubbed, but will
be allowed to remain as habitat areas for wildlife.
Access to the Site monitoring wells will be maintained by the City.
t98�9 plt) ]2 CONESTOGA-ROVERS Y ASSOCIATES
07-h'� 2-
4.4 MONITORING WELL MAINTENANCE
Moniforing weli maintenance will be performed as iequued, based on the results of the
inspecrion. Mainfenance requirements may include:
• deaning out wells that have become siIted up;
• repIacing a bent section in the well;
• grout repair;
• ensuring that the locks on the monitoring wells are well oiled;
• painting of well casing; and
• re-labeling Minnesota Unique Nuznber on well casing as needed.
t98�9 (11) I3 CONESTOGA-ROVERS & ASSOCIATES
��'�2Q 2-
5A MONITOIZING PLAN
Manitoring is intended to assess the groundwater and surface water quality neaz the
landfilI. The monitoring program consists of groundwater elevation monitoring,
groundwater quality monitoring, and surface water monitoring. The monitoring plan is
sLUnmarized on Table 5.1.
5.1 GROUNDWATER MONITORING
Groundwater elevarions will be recorded at all groundwater monitoring wells that are
scheduled to be sampled during each sampling round. In addition during each
sampling round, the water elevation at MW-12 and MAD-7 will be measured in order to
detennine groundwater flow direction. Table 5.1 identifies the groundwater elevation
measurement locations.
The groundwater monitoring network will consist of 13 monitoring wells. The
monitoring wells are identified on Table 5.1. All Site monitoring well 3ocations are
shown on Figure 22. Groundwater samples will be collected from monitoring wells
MW-15, MW-16AA, M4V-26A, MW-16B, MW-17AA, MW-17A, MW-176, and MW-14
hiannually in the spring and fall. Groundwater samples wili be collected from
monitoring wells MW-16C, MW-13, MW-17C, MW-18A, and MW-18B annually in the
spring.
Groundwater sampling will be conducted an accordance with the approved Sampling
and Analysis Plan (SAP, CRA 2004) and the approved Quality Assurance Project Plan
(QAPP, CRA 2004).
5.2 SUIZFACE WATER MONITORIIVG
The surface water sampling plan consists of four surface water sampling locations.
Three sampling locations will be in Battle Creek: upstream of the landfill, at a midpoint
of the landfill, and near the discharge to Pig's Eye Lake. The fourth sampling location
will be adjacent to the battery disposal area in the backwaters of Pigs Eye Lake. The
sampling locations for swfaee water monitoring are shown on Figure 5.1. Surface water
samples wil] be collected on a quarteriy basis for the first two years. First quarter
samples during the winter months will be collected as available. After two years
sampling frequency will be reduced from quarteriy to biannually.
isa�9�n) 14 CONESTOGA-ROVERS 8 ASSOCtATES
o �-�-� �-
Location ID Former ID
SW-2 SW-9 (see Nov 1999 RAP.)
SW3 LW-1
SW� LW-2
Surface water sampling will be conducted in accordance with the approved Sampling
and Analysis Plan (SAP, CRA 2004) and the approved Quality Assurance Project Plan
(QAPP, CRA 2004).
5.3 MONITORING PARAMETERS
The analytical parameters were selected by the MPCA. Selected parameters and their
criteria are listed on Table 5.2. Parameters that are not detected after the first year of
sampling will be dropped from the parameter list.
Estimated (J) mercury results will be flagged. Any monitoring location with a mercury
detection will be run at a lower detection limit in conjunction with the next sampling
event.
Total hardness will be analyzed at monitoring location SW-1 only.
Volarile organic compounds (VOCs) will be analyzed at monitoring locations MW-13
and SW-3 in the spring only. VOC analysis at other monitoring locations will be based
on these results.
Monitoring data will be evaluated annually to detei�nine the performance of the select
fill in removing contaminants. If performance is below expectations as detennuled by
the data, a decision will be made on the selection of an appropriate corrective actton.
148't9(tt) IS CONESTOGA-ROVERS Hi ASSOCIATES
D���-
6.0 RECORDS AND REPORTING
6.1 REPORT SUBMITTALS
The resutts of the biannual Site inspections condncted by the City will be reported fo the
MPCA. The inspection reports will confain any recent Sife maintenance and monitoring
activities. Completed site repairs, including their location of a map, will be included in
inspection logs and submitted with each report. A description of any repairs or
maintenance activities, before and after photas, name of pezson conducting the repa'u,
date of repair, and follow-up needed shal] be documented.
The MI'CA will prepare sampling data reports following each round of monitoring.
The sampling data reports will contain, aY 2 minimu7p� the following:
• A summary of all results of sampling and tests and all other data received or
generated by the MPCA or their contractors or agents during the previous sampling
round;
+ Any modifications to the work plans, the work, or other schedules that are part of
the work, or those modifications that have been approved or unapproved by MPCA;
• A description of all actions, including, but not limited to, data collection and
implementation of work plans, that are scheduled for the next quarter;
+ Changes in personnel during the reporting period; and
• Copies of ]aboratory/monitoring data, etc.
A data report will be submitted for the spring maintenance and monitoring activities.
The data report for the fall maintenance and monitoring activities will be included with
the Annual Monitoring Report.
The MPCA will prepare an Annual Monitoring Report each yeaz and will include a
summary of the Site inspecrions (provided by the City) for the previous year and an
evaluation of the data and recommendations for conective action. The MPCA will
provide a wpy of the report and recommendations to the City's Departrnent of Pubfic
Works and Department of Parks and Recreation. Annual reports will be prepared for
the first five years of Site activities. After five years, representatives from the MPCA and
the City will evaluate the need to, or freguency for, continued monitoring and reporting_
The inspection and reporiang schedules are presented on Table 3.1.
i9a�9 (it) 16 CONESTOGA-ROVERS & ASSOCIATES
o �-��-
6.2 RECORD MAINTENANCE
The City will mautfain all files containing O&M information for a minimum of five
years. The £iles will indude all laboratory data, sampling details, inspection logs,
maintenance records, and personnel recoids.
198 �>i) 17 CONESTOGA-f20VERS & f\SSOCIATES
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�'--'�: J '.�'v J,°'' :�-,:�IMW-17A,17B,17C, 17AFS
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LEGEND �
• MOMiORiNGWELLLOCAT70N
Q NEKLY INSTALLED MONITORING WELL NESi LOCATION
----- PROPER7yLINE
— � � � — WERAND/SURFACE WAlER
-- 7REE UNE
— +- -+- — UNI[IENT7FIED ABOVE GROUND PIPE7JNE
s— SANflARV SEWER IINES (3 LMES RUNNING PARALLEL)
— � — ov�tweno Powea uNe
— w — WATER L1NE
I
— s* — STO�RM SEWFRLME
--- APPIkOXIMATE LIMRS OF RESPONSE ACTfON WORK
o MANHpLE
o PIRE�HYDRANT
i
I
I
Cr eqa
aaoaearr
figure 2.2
G WELL LOCATIONS
PIGS EYE LANDFILL
Saint Paul, Minnesofa
��-5�a 2—
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TABLE 2.1
PHASEISEED MIXTURE
FORMER PIGS EYE LANDFILL
SAINT PAUL, MINNESOTA
MNDOT2SB MODIFIED
Common Name % of Mix
$luestem, big (
Miikweed, marsh 0.17
Brome, fringed 4
Prairie clover, purple 0.17
Tic-trefoil, showy 0.17
Wheatgrass, slender 10
Wild-rye, Virgina 10
SunElower, early 0.17
Ry-grass, annual g
Winter Wheat Zp
Oats 20
Switchgrass 3
Bluegrass, fowl 12
Black-eyed Susan 015
Indian grass (
Vervain, blue 0.17
TOTAL 100.00%
CRA 198J9 (11)
47-� a-
TABLE 2.2
PHASE II SEED MIXT'URE
FORMER PIGS EYE LANDFILL
SAINT PAUL, MiNNESOTA
Mi�ciure: 310NWT (Native Wet Tall) - 30 Percent of Total Seed Mix
Common Name
Bluestem, big
Indian grass
Wild-rye, Virginia
Switch grass
Biurjoint grass
Green bu(nxsh
Wool grass
Giantburreed
Cordgrass, prairie
Grass Totals
Common Name
Winter Wheat*
Rye-grass, annual
Wheatgrass, slender
Cnver Gop Totals:
lbJac
0.90
0.72
0.18
0.09
0.09
0.09
0.09
0.54
16/ac
4.1
1
25.6
% of Mix Component
25
25
20
5
2.5
2.5
2.5
2.5
15
100
% of Mix Componenf
80
16
4
Wet Forbs Mixture 0.8 100
GRAND TOTALS: 30 100
'Oats to be substituted for spring plantings
Narive mix fnr wetter areas. Tall height.
Mixture: 250GR (General Roadside) Modified - 70 Percent of Total Seed Mix
Common Name lb/ac % of Mix Component
Brome grass, smooth 9.8 14
Bluegrass, Kentucky "CerNfied P. 9.8 14
$luegrass, Canada 20.3 29
Switch grass 2.1 3
4Vheat-grass, slender 2.g g
Rye-grass, perennial 147 21
Timothy z_1 3
Redtop 2 3
Alfalfa, creeping 4.2 6
4Yhite Clover 21 3
GRAIVD TOTALS: 70 lpp
Genera! Roadside mix - Modi[ied
crsn �ve�s cau
D 7-�� �-
TABLE 3.1
MAINTENANCE REQUIREMENTS
FORMER PIGS EYE LANDFILL - SAINT PAUL, MINNESOTA
Task
A. Sife Irzsyections
• Landfill Cover and Landfill/Surface Water Interface
Inspecrion(CITY)
• Monitoring Well Inspecrion (MPCA)
B. Reporting
• Spring Data Report (MPCA)
• Fall Data Report (MPCA)
• Annual monitoring report (MPCA)
• Incident reports Yo MPCA (CITY)
• Damage repaired (CI'i`Y)
C. Landfil! Coverand Lnndfill/Surface Water Interface Maintenance
• Repair areas of erosion or or washouts along the
landfill/surface water interface (CITY)
D. Creeic Crossing Maintenance
• Crossing maintenance(CITY)
£. Landfill Vegetation Maintenance
• Repair areas of sparse vegetation (CiTY)
F. Monitoring WeQ Maintenance
• Well and well casing maintenance and repair (CI1'Y)
Frequency
Biannually {Spring & Fatl) and
following major flood events.
During scheduled monitoring
events
After spring monitoring event.
Include with Annual Report
January 30th of Each Year
As Soon As Possible
With Annual Report
As Needed
As Needed
As Needed
As Needed
CAA 398]9 (tl)
����� �
TABLE 5.1
MONITORING REQUIREMENTS
FORMER PIGS EYE LANDFILL - SAINT PAUL, MINNESOTA
Media
Locatiott
Frequrnc�
Groundwater Monitoring
Wells
Groundwater Monitoring
We1Ls
Water Elevation
Surface Water Monitoring
MW-14, MYV-15, MW-16A, MW-16B,
MW-16AA, MW-17A, M4V-17B, and
MW-17AA
M[N-13, MW-i6C, MW-17C, MW-18A,
and MW-18B
All wells list above
plus MW-12 & MAD-7.
SW-1, SW-2, SW-3, SW-4
Biannually
Annually
�SP�S �lY)
Biannually
Biannually
can�sa�s�ii�
TABLE 5.2
LIST OF ANALYTICAL PARAMETBRS
FORMER PIGS EYB LANDF[CL- SA(Nt PAUL, M[NNESOTA
Irso�vanics
Arwlyte
Mertt�ry n �
PCes
Alumiinun
Aisenic
���«
CobaLt
Lead `
Coppet
Iron
Manganese
Ncicel•
Selenium
SSvec
�w„a,
Zmc*
Boron
Total Hardness (as CaCO3) a �
Ammonia Nitrogen (as I�
Field pA
Field Temp
Fidd Condudance
Field Dissolved O�cygen
Total Cyanide
TotalSuspended Solids
Volitile OrganicComWUnds (VOCs) �
1,7,1-1'richloroethane
1,1,2,2—Tetxacliloroethane
1,2-DidilocofLmie
& ozene
Ca�on Tetrachtoride
Clilorobenzene
ChloxoEorm
Etheylbenzene
Methylrne Cliloride
Tehachloroett�ene
1'oluene
Tridiloroethene
Vinyl Cfitoxide
Xylenes (Total)
Semi-Vol iti!¢ O�vattic Comoounds lSVOfsI
Acuuphthrne
Arnhcacene
bis(L-Ethylhexyl)phttulate
Di-nbc[ylphthalate
F7uoranthene
Hexadilorobenzene �
Naphthalene .
PenWChlorophenol
Pt�enaM�zene
Phenol
Method
C7ean Method MDH 200 to 0.01 ppb
EPA 8082 (GC/EC)
ICP
MflH 1Y[
MDH t36
MDH IS7
ICP
[CI'
ICP
ICP
MDH 178
MDH l85
MDH 736
iCP
ICP
MpH 239
MDH 64
Chrorzic
Standard
0.0069
0.029
tu
53
2.1
5.0
8.7
16
307
5.0
t.o
0.56
207
40 pg/L
6.5 - 9.0
ilnits
VS�L
ng/L
µg/L
Ng/L
VS/L
gSIL
pg/L
Ng/L
µg/L
v8/L
uS/�-
µg/L
µg/G
MDH 86
MDH3
EPA 8260
329
13
190
ti4
5.9
20
155
68
1940
8.9
253
120
9.2
166
Ng/L
vg/�
Ng/L
Kg1L
Ng�L
µg/L
µg/L
µg/L
µg/L
µg/L
pg/L
µg/L
µg/L
yg/L
EPA 8270
20
0.035
2.1
30
1.9
024
el
5.5
3.6
t23
VS/L
NB/L
Ng/L
VS��
}�g/L
VS��
µg/L
}�g/L
t'8�L
yg/L
NM�
`-Cakulated based on Hard:iew f�Omg/L)
mglG - milligrams per titer '
ng/L-nanograms per liter
MDH -MinnesotaDepartrnent of Health
[CP - Inductively Coupkd Plam�a
GClEC - Gas Chmmatogtaphy/E4etron Captu�e
EPA- Fsvironmental Protection Agency
Parametersthalarenotde[xMdafterthefirstyearofsamplingwillberemovedfromiheparameterlist. ,
(1)- Estiauted Q) �alues Rqursted. P�eviousdetections reyvire a lower detecROn limit
(2) -7ota1 hazdness is onlyanalyzed at SVJ-1.
(3)-VOCscolltttedanlyatMW-13&LW-iandmilyduringthespringevmf. Potureanalysisatothertocatiortsbasedonlheseresults
D `? -� a-
Cxn�58nOt1
D�����-
APPENDIX A
CREEK CROSSING RECORD DRAWINGS
ivms pi�
. DEC:16-03 03:89PN
-rtt',�•� `. ia��ars
FRON-Yett Co�panf�s
i-Q58 p.602/002 f-20d
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VFt7 ANI) COAb�'ANY, iNC.
RQGERS. �Aid
Eng➢neer➢ag partrters fitemationai LLC
grza wcn cur�e
Minncepct Mim�esata
Phon� 952891.2477
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ENGAIEERING PARTAlERS INT£RNAi1�NRLLIC
. . • . , RICiIARDM. GREENLEE, P.E.
Principa!
:- Traffic Noise 8arrier for 1-235, Des �Aoines, lA,
Armco Sieel Corporation.
> Strucmrai Design of a Diversia� Siroct�re 8
Ffumes, Minneapolis/St. Pau! Ai�pori, MPt, H+ckok
& Associates.
� Btidges for MnlDOT, I-494 in Min�apdis and
- suburban SL Aaui, MN_
Airoorts
i Walker, Minnesofa Municepal Airport, new 2800' x
75 runway ficluding taxiways, aprons, T-hangers
and an amvaUdeQarture building_
D Waseca, Minnesota Municipal Airgort, new 2800'
x 75' mnway, taxivrays, antl apron parking.
1 Mankato, Minnesota N{us+ic+pat Airpoct, new 3500'
x 75' crosswind runway, paralle} �yXjt+ays, aprons
and airuaR patking area_
� East Guil Cake, Minnesota, prepared new airport
zoning adinance.
. 1 West V"uginia Ocdinance Works GrounCwater
7reahnent Sysiem Suitding Design Peer Review.
point PleasaAi, WV.
� Y Nebraska O�di�nce P3ant Groundwater
Containment/Remorai Action Peer Review, Mead,
NE
Environmenfal C piianca - SPCC Plans
➢ Various FedeJa[ Sites, U.S. Corps of Engineer
Ctmtract. Enginees-of-Record.
➢ Site FacBities, Cook Composites & Potymers in
FL, WI and IL, Errgi�mer-of-}2ecord.
AFf1UATtONS:
Ameriran Consulting Engineers Council
American lnstitute of Steel Construckion
American Concreie Insfdute
Solid Wasfe/{.andfifis
i Ftying Gloud, Engineer-of-Reoord, Eden Prairie,
DAN
> Mattard Lake, £ngineesof-Recocd, Hanover Park,
IL
> Pine Bend, Engineerof-ftecord, imer Grare
Heighls, MN
: Woodiake, Engineer-0f-Record, Medina, MN
� Riverview-Platteco, Engineer-of-Recard,
Riverview, MO
:- Unalaslca Solid Waste Faciiily 6ating, Unalaska,
AK
>�1liamson Counfy Transfar SlaFion, Franklin, TN
Environmental Remediafion
? 8adger Ammuni6on Ptan1 Groundwater
Treafinent Peer Review, Baraboo. W!.
> Rasm�ssen Landfill, Groundwafer Treatment
Peer Review, Lihngston County, MI.
American Water Works Associatim
;
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2
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4�}� �� Ca����.a��•. I�t:.
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s-sx n_.
DESIG�t SIJB:VIITT?LI.
CgEEiC CROSSING— PIG'S EYE LANAFILZ
:���;-
t -w:•csei[co+:]anix<.cCm
I hereby certify that the proposed alternate creek crossin� desi� shail comply �vith the
requirement of 120 square fee3 of waterway below elevation 697.00 and capacity of 500
cfs. �
VE.IT R. COMPANY, INC.
Jerry
0
Projects
Z-S-f/
Date
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APPENDIX B
ADDITiONAL MO1vITORING WELL DETAILS
198]9(]3)
D� '�� a-
. �
cRa
TO:
FROM:
Re:
7807 Old tiighway 8 NW, Suite #174
CONESTOGA-ROVERS St. Pau�, Minnesota 55t�2
& ASSOCiATES Telephone: (651) 639-09�3 Fax: {651) 639-0923
www.CRAworld.com
MEMORANDUM
Rich Baxter; IvIPCA and
Kurt Schroder; MPCA
Peter Storlie and �� ���� ����
Eric Hoghmc�►
Monitoring Well Instaliation and Development
Pigs Eye Landfill
Saint Paul, Minnesofa
REF. No.: 19879-75
DqrE: January 26, 2004
MONITORING WELL INSTALLATION
Ten monitoring wells were completed as a part of the weil network to monitor and evaluate groundwater
hydrology and chemistry through and below the landfill/lake interface boundary. This boundary was
installed during the 2002 Phase I RAP, which is designed to attenuate seepage from the landFill to Pigs Eye
Lake and consists af high organic, low permeable soil (select fill) approximately three to seven feet deep.
These newly installed wells were constructed along the interface boundary in the southem portion of the
site between the landfill and Pigs Eye Lake.
Monitoring wells were installed in three distinct depth intervals along the interface boundary, which
included the surficial, shallow, and deep groundwater. The ten monitoring wells were constructed at three
well nests (MW16, MW17, and MW18) as shown on Figure 1. Well nests MW16 and MWl7 consisted of
four wells and MW18 consisted of two wells. The suffix designations for "A", "B", and "C" denotes the
surface, shallow, and deep we1Ls, respectively. The "AA" sufEix fot wells MW16AA and MW17AA were
installed at the same depth as MW16A and MW17A, but upgradient, to monitor groundwater attenuation
within the select fill. The well construction details are provided on Table 1.
WELL CONSTRUCTION
Monitoring wells were constructed on pre-built earthen pla#forms as specified in the revised final (100%)
Design Report - Phase II RAP Implementation. The platforms provided level ground during the
construction of the wells (and later sampling) as well as for the necessary depth for the construction of the
surficial we13s. The platforms were constructed of general Eill consisting of a mixiure af sand, clay, and
gravel.
Braun Intertec of Minneapolis, Minnesota was contracted to perform the drilling, well installafion, and
development Drilling was conducted using a CME 750, track mounted rig. On November 10, 2003, a
tire-mounted CME 55 was used to complete wells MW 16A, MW16AA, MW17A, and MW 17AA_ The work
was conducted from October 28 to November 13, 2003.
•FGlii(A1O [pY)1Yf 30�
IS� 9001
EQUAI.EMYLOYMEMOPI'ORNN((YEMPLOTER Exb�xE[A�x6 ofS�Gx
CRA MEMORANDUM
Page 2
All soil cuttings and drilling fluids were collected during drilling and disposed of in fhe waste relocation
Area B. 55-gallon diuins were used to temporarily contain and transport the cuttutgs and f�uids. Upon the
completion of the work, all of the drums were deaned by pressure washing and removed from the Site.
The drilling method and well installation procedures are described in the following sections_ 'The
stratigraphic logs are provided in Attachment A and the Minnesota Department of Health well records are
provided in Attachment B.
SUItFICIAL ("A" AND "AA")
MONITORING WELLS
The surficial or "A" and "AA" monitoring we31s were driiled using a 41/4-inch hollow-stem augers. An
8-inch diameter borehole was advanced to the boitom of the select fill material with depths that ranged
from 6_5 feet at MW 16 and MW17 to 2.6 feet at MW18.
The surfidal monitoring welts were consfructed of Schedule 40, 2-inch diameter, flush tlueaded polyvinyl
chloride (PVC) well riser pipe, attached to a number 10 slot, PVC well screen. Well screens ranged from
2 feet at MW16A to one foot at MW18A. The sand pack was placed in the annuius a m;T,;m� of b inches
above the well screen A 6-inch thick bentonite seal was piaced above the sand pacic The remaining
annulus was grouted to surface with 3 percent bentonite-to-portland grout_
SHALLOW ("B") MONTTORING WELLS
The shallow or "B" monitoring wells were double-cased with a surface casing extending 10 to 13 feet below
grade. The surface casing consisted of 6-inch t3iameter low cazbon st�el casing grouted into a 12-inch
diameter borehole drilled using 8 1/4inch hollow-stem augers.
The shallow (B} monitoring wells were constructed of 2-inch diameter, steel casing, attached to 5 feet of
number 10-slot, PVC well screen. The sand pack was placed in the annulus, a minimum of 6 inches above
the well screen. A m;n;mum 6-inch thick bentonite seal was placed above the sand pack_ The remaining
annulus was grouted to surface with 3 percent bentonite-to-portland grout.
DEEP ("C") MONITOItING WELLS
The deep or "C' monitoring weIls were double-cased with a surface casing set at 25 to 26 feet below grade_
The surface casing consisted of 6-ittch diameter tow carbon steel casing, groufed inside of a 12-inch
diameter borehole drilled using 81/4-inch hollow-stem augers.
The purpose of the "C" wells Ss to monitor the deep groundwater in a sand Iayer loca ted above a
bluish-gray clay estimated to be 40 to 50 feet below grade. At MW16C the bluish-gray clay was
encountered at 44 feet_ The sand layer extended from 29.5 to 44 feet and as a result, the weit screen was
placed in the middle of the sand from 34 to 40 feet below grade.
��
�
T
EQUpL FM P[pYM¢iTpl'(qRTUNRr ENPLOT£N
CRA MEMORANDUM
D���� �--
Page 3
At MW17C and MW18C; however, limestone {bedrock) was unexpectedly encountered at 26.5 and 28 feet,
respectively. Consequently, the deep groundwater sand layer was significantly less than expected with
approximately 6-inches observed at MW17C and none at MWi8C.
At MW17C, the upper porfion of limestone was screened from 275 to 32.5 feet Yo monitor groundwater in
fhe bedrock at the depths originally proposed. However, at MW28C, the boring was grouted to surface and
no well was installed_ These modifications to the original scope were discussed and approved by
Kurt Schroeder, MI'CA.
The d�ep {C) monitoring wells were constructed of 2-inch diameter, steel casting, attached to 6 feet of
number 10-siot, PVC well screen. The sand pack was placed in the annulus a minimum of 2 feet above the
well screen. A 2-foot thick bentonite seal was placed above the sand pack. The remaining annulus was
grouted to surface with 3 percent bentonite-to portland grout. A 6-inch diameter steel iockable protective
casing completed the well installarion.
� Soil samples were coDected continuously in accordance with ASTM-D1586 "Standard Method for
Penetration Test and Split Barrel Sampling of Soil". Recovered soil samples were classified in the field in
accordance with the Unified Soil Classification System (USCS)_ Soil samples were typically collected at the
"C" we31 only at each well nest.
PROTECTIVE CASING
Each well was completed with a 6-inch diameter lockabie steel protective casing. The 6-inch casing was
installed so that it did not interfere with the surficiat well screens and grouted a mtn;m� of 3 feet below
ground surface. Water righY J-plugs were used #or both the inner (2-inch) casing and the outer (6-inch)
casing.
EQUIPMENT CLEANING
Prior to mobilization, the drill rig and all associated equipmen# was steam cleaned to remove oil, grease,
mud, and other foreign matter. At each well locafion, the augers, cutting bits, samplers, drill steel, and
associated equipment were cleaned to preven# cross contamination from the previaus drilling location. A11
equipment cleaning activities were conducted in waste relocation Area B and cleaning fluids were
discharged to the ground surface in that area.
MONITORING WELL DEVELOPMENT
After installation, and allowing a minimum of 24 hours for the grottt to harden, each monitoring well was
developed to a stable condition by pumping and surging. Well development was performed by Braun
Intertec and field parameters were measured by CRA. All development equipment was precleaned with an
Alconox wash followed by a clean water rinse.
EQL�wL EM%AYMEt�ITOPP�RNNfIT LN%AYER
�e
CRA MEMORANDUM
Page 4
During Development purging, groundwater was measured for field parameters that included pH,
temperature, and specitic conductance. These parameters were measwed between weIl volumes tuefil thre�
successive and consecurive readings were recorded.
All development water from the monitoring wells was disdiarged to the ground surface at each well
location A summary of the field parameters recorded is provided on Tabie 2_
WELL SURVEYING
Following installation, the monitoring wells were surveyed to record the well locafions and elevarions of
the ground and inner well casings. Locations were surveyed using MPCA standard GPS coordinate system
(NAD 83 and UTM Zone 15)_ The surveying was conducted on Friday, December 19, 2003, by EVS of
Eden Prairie, Miiuiesofa.
PS/jla/13
Enc.
�UAL ENPLOYMENT OCPO0.NNrtY iMi'LOV Eft
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ATTACHMENT A
STRATIGRAPHiC LOGS
07 -� a-
� STRATIGRAPNIC AND ItJSTRUMENTATlON �OG
(OVERBURDEN) Page 7 of 7
PROJECTNAME: Pigs Eye Landfill HOLE DES1Gh1AT70N: MW16A
PROJECT NUMBER 19879-75 � DA7E COMPLEfED: November 10, 2003
CUENT_ MPCA DRILL[NG METHOD_ 4414' HSA
LOCATlON: St Paul, Minnesofa FIELD PERSONNEL' P. SYoNie .
CONTR4CTOR: B2un tntertec MINNESOTA UNlQUE NUMBER:: 699704
ft B S STRATIGRAPHIC OESCRIPTION 8 REMARKS E �� - ��o��9y�rep SAMPLE
� W > � �
TOP OF CA$IryG 694.79 g W � j a
GftOUNDSURFACE 692.8 � �-
Z Z � Z
FlLL, plallortn material, day, sand, gravel mix, ,*� .
6ram. dry 's
- "i
=ic PVC Casing
y .
h;: •
(. .;_
_:� : h:
2 . � CiER1Cl1�/9Ef1� I(C
_ t :;.: Grout
BeMOnfte
Seai � o
SELEC7 FILL, organic ciay, wood chips, black, � Sana vaac
dry ,
4 —
' PVC Saeen
' &incl�
''.: -'-.�. Diameler
— Borehole
6 END OF BOftEHOLE @ fi.Oft BGS �68 yyELL OETAILS
Srrcened intervai:
669.0 to 687.Oft
3.8 to 5.8ft BGS
LengM: 2ft
Diameter. 2in
8 SlotSize: 7110
Material: PVC
Seal:
690.310 689.6tt
2S to 3.?R BGS
Material: BentonitePellels
SaM Pack:
689.6 to 68S.8f(
3.2 M 6.Oft BGS
�� Material: RetlfliniSaM
S
C
r
� 12
i
O
U
K
U
'a
�
74
�
0
i
� NOTES: MEASURIN6 POINT ELEVATIONS MAY CHANGE; REFER TO CURRENT ElEVA710N TABLE
m
z
w
>
O
� STRATIGRAPHIC AND INSTI2UMENTATION LOG
(OVERBURDEN) Page 7 of 7
PROJECT NAME: Pys Eye tandfill HOLE DESIGNATION= MW16AA �
PROJECT NUMSER: � 9873-75 DATE COMPiETED: November 70, 200? �
CIIEIVT: MPCA DRItLiNG METHOD: 47l4" HSA �
tOCATiON: St Paul, M"mnesota FlELD pERSONNEL: P. Sto�e
CONTRACTOR:: 82un Intedec MINNESOTA UNiQUE NUMBER: 699707
DEPTH STRATIGRAPHICDESCRIPT�ON&REMAf2KS SAMf'«
ft BGS E ft' Monitoring We1f
J
Q
TOP OF CASING 695.96 m � � J �
GROUND SURFqCE 6937 j W W > a
Z Z � Z
FILL, pWt(orm material. tlaY. sa�. 9reve� miX ia — '
brovm, dry � `�
dry
10
92
74
.%� - PVC Casirg
„�. �_.
�`i: =;;.
691.7 Crinenv6en ile
�`�. ��. CifWf
R �y :f
= t
Bmlaute
Seal
SaM Pack
PVC Sueen
_"' e-u�tlt
'' '. _'- : Oiameler
{.- _'.'- Baelwle
687.7 —
WELLOETAILS
Scmercd iiRemC
6897 to 6877ft
4.0 �0 6.OM1 BGS
LengN: 2ft
Oiameler. 2in
SIW Sae: #70
Maferial: PVC
Seai:
690.7 to 6902([
3.Oto3.5RBGS
l9aterial: 8entwMe Peliets
Sand Patic
6902 fi 687.7ft
3.S Io 6.OR BGS
Maleriai: Red FI"vd Sand
Q
N07ES: MEASURING PO1NT EtEVAT10NS MAYCHANGE; REFER TO CURREN7 ELEVA77pN TABLE
o �-.���-
� STRATIGRAPHIC AND INSTRUMENTATIOtJ LOG
� {OVERBURflEN) pa t ot t
PROJECTNAME Pigs Eye Landfiil HOLE DESIGNA710N: MW168
PROJECT NUMBER 1987175 DATE COMPLETED: November 10, 2003
CUENT: MPCA DRILLING MET}iOD: &�14' NSA, 6" Mft
LOCATION: St Paul, Minnesota FIELD PERSONNEI: P_ STOrlie
CONTRqCTOR: 8raun lntertec MINNESOTA UNIQUE NUMBER:: 699705
SAMPLE
ti BGS S7RATIGRAPHIC DESCRIPTION 6REMARKS E �' Monitoting Welt
� w > � �
TOP OF CqSING 69552 � W W >
GROUND SURFACE 693.4 � F-
Z Z � Z
FILL-plafform material, sand, day, gravel m&,
btovrti, dry ' 77 0"iamMer
6921 . i' Borrlwk
2 SELECT F1LL, organic cWy, wood chips, Wack,
dry ri : : 'i"
: R 6'Diametet
Steei Casin9
4
CemenVBento ite
Groul
s i" ' . t
CUGH-CIAY, medium ptastidly, micaceaus, sas.n ;: - pvC Cas�ng
g little organic content, dark greenish gray, moist °
10 W¢I ' °
* Bentonite
Seat
�� -B-irKh sand layer at !0 feet, land fi� odo4 �3.a
g2enisfi gray, satwated =
PVC Saeen
12 '
P7/OH-PEAT/CLAY, altemating Wyers of peat — �0�4 ' 6" Diarneter
� � — Bwehole
� q and day (layers renge in ttiicknness from 1R' to �� �� _
c
72'�, moist =
�� �� — Sand Pack
16 ' "
o �.
END OP BOREHOLE @ 77.OR BGS — ws.a � �
� 8 VJELI DETAILS
Strafigraphic Description defermined at Saeenea interval:
662.9 to 677.9ft
MW76C. t0.510 15.5ft BGS
20 Lmgtn: sn
Diameter. 2in
SbtSize: #f0
z2 Materiai: PVC
Seal:
684.9 to 663.9ft
BSto9.5flBGS .
Z4 Mate.riaL- Benlo(tite Pellets
SarW Pack:
6639 to 676.4tt
26 9.5 to 77.Oft BGS
C Materiai: Retl Flint Sand
F-
� 28
a
0
0
n� 30
0
'
u
32
�
�
0 34
i
w
� NOTES: MEASURWG POIN7 ELEVATIONS MAY CHANGE; REFER TO CllRRENTELEVATION TABLE
m
¢
�u
0
� STRATIGRAPHiC A►VD iNSTRUMENTAT(OIV LOG
(OVERBURDEN)
PROJECT NAME Pigs Eye Landfrli HOLE DESIGNATION: MW 96C
PROJECTNUMBER: 7987&75 DATECOMPLETED: November4,2W3
CLIENT: MPCA ORlLLING METHOD: &1/4" HSA, 6" MR
LOCA710N: SL Paul, �nnesota fiELO PERSONNEL P. S[orlie
DEPTH
fl 8G5
75
STRATIGRAPHIC OESCf21PT10N & REMAR}CS ��-
ft
TOPpFCqgMG 695.99
fROUN�SURFACE 693.4
Flli. Platfo(m materials, sand. daY� 92ve1 mix,
MoWn d 6927
SELECT FlLL, organic Gay, wuod chips, bladc,
�Y
fitlle organic con(e`R, datk greenish gray, moist
��
-S-indi sand Iayer at 10 feet, tandHU odor,
greenish 9ray. uturated
PT/OH-PEATlCtAY. atterna6ng pyers of peyt
and tlay (layers range in thick�ess from 12" to
727, moist
(:1-(:iAY, IRtle oiganic tontent, m�um
plasticiry, miqceous, dark greenish gray,
5atutated
SPSAND, fine grained, minceous, dark
9�� 9�Y. saturated
-1-i� s'R laverat 25 leet
PT-PEAT, decayed piant matter, Aark brawn,
dry to moist
OH-CLAY, Nttle organic coMen[, medium
Plas6city dark areen"sh qrav moist
SPSAND. medi�m grained. Yayered.9�Y.
saW2fed
686.4
eas.a
seo.a
.,
671.d
669.4
666.4
667.a
665.4
663.9
Mo�tori'g WeJi
Page 1 of i
SAMPIE
J
W j � �
m � U a a
7 I � � a
Z Z � Z
�ro���er
BarMote �
z
c orarreter
Strel Casing �
�
ceme�ve�x e
GraR 5
6
PVCCaSeg
r
8
9
10
v
/2
Barionite
Seat
s Diameter
BorMOle
PVC Screen
SarM Pack
CL-CLAY
649.4
sa7.a
saeenea trnmrel:
659.d to 653.4tt
� 34.010 49,Oft BGS
lenglR 6ft
Oianretac d"n
SI�Size: ;70
Malerial: P�/C
Seal:
fi65A to fi63.4it
28.0 to 30.Oft 8GS
Matetial: Benlonile Pr�lets
Santl Park:
663.4 to fi47.4R
30.0 ta 66.OR BGS
Material: RW fl"uR SarM
NOTES: MEASURING POINT ELEVATIONS MAY CyANGE; REFER TO CURRENT ELEVqTiON TABLE
so.o 2
ao.a a
15.0 3
ao.o 2
30.0 1
95.0 1
so.0 t
95 0 2
950 3
95.0 2
35.0 2
10.0 2
0
9
10
0
O
� � 0���� a-
(� STRATIGRAPHIC AND 1NSTRUMENTATION LOG
��� {OVERBURDEN} Page t of i
PROJEC7 NAME: Pigs Eye Landfili HOL£ DESIGNATION: MW 17A
PROJECT NUMflER 1987375 DATE COMPLETED: November 10, 2003
CLIENT: MPCA DRIItWGMETHO�: 41/4"HSA
LOCATION: St Paul, Minnesota FIEID PERSONNEL' P. Storlie
CON"fRACTOR:: Braun InteRec MINNESOTA UNIQUE NUMBER:: 699708
SAMPLE
ft BGS STRATIGRAPHIC DESCRIPTION 8 REMARKS �ft ' Mongoring yyei� J
w j � a
TOP OF CASING 69424 °� � U Q
GROUNDSURFACE 6928 j H W �
Z Z � Z
FILL-platfortn materials, sand, day, gravel miz a�
:�
.to- ' PVC Casing
t � :'
T: :{:-
k' ::'
2 �� � � Cemerrt/Benm %e
h� >:: G`an
t �_.
T�. TN
SELECT FILL, organicday, wood chips, bladc, �
dry
eentonite
Seai
4
SaM Pack
PVC Screm
— &inU
S = Diameter
sorehae
CUON-CIAY,Gitfeprgastics,m�UmplaSlitily, 686.5
6863
ddfk reenish f alOiSl WELLDETAILS
ENO OF BOREHOLE @ 6.5ft BGS Srree�d inteivai: t 2
687.6 b 686.8(t
5 0 to 6.OR BGS
8 Lengih 1fl
SiotSize: #10
Material: PVC �
Seai:
669.8 to 686.Sft
3,0 to 4.OR BGS
Material: eerrtmite PeIIMs
Sand PaUc;
686.8 fb 686.Sft
�� 4A to 6.OR BGS
MatedaC Red Flint Santl
S
C
r
�°� 72
a
0
�
'a
n
d
m 94
�
0
J
Z
W
� NOTES: MEASURING POINTELEVATIONS MAY CFiANGE; REFfR TO CURRENT EIEVATION TABIE
m
a
m
>
0
� STRATIGRAPHIC AND IIVSTRUMENTATION LOG
(OVERBURDEN) page � o f �
PROJECTNAME: PigsEyelandfill HOLEDESIC>NATION: MW17AA
PROJECT NUMBER: 19879-75 DATE COMPLEiED_ November 10, 200.3
CIIENT: MACA ORILUNG METHOD: 4-114" HSA
LOCqT70t�t St. Paul, Mm�esota FlELD PERSONNEL P. Storlie
CONTRACTOR: 8raun Infertec MINNESOTA UNIQUE NUMHER: b997f 1
ft 8� STRATIGRAPHlC OESCRIPTION & REMARKS E � - Monitoring Weli �PLE
� a w
W > � �
TOP OF CASiNG 595.39 � W W >
GROUND SURFACE 693.0 Z Z � Z
FlLL�fatfortn materials, sand, clay, gravel moc - *�
SEIECT FN.1, organic day, wood chips, bladc, � - :.i.
� :.i: PVC Casing
.r.i, '.-';.:
2 ,.i.:- :i:
Cem�t/B e
- .;i :.�= Cxaut
y� �
�: :;.
8entatlle
Seai
4 -
Sar�L Pack
PVC Svem �
6 =
- e-;�d,
' — ' Diameter
6865 — ' ���
END OF BOREHOLE @ 6.Sft BGS
WEIL OEfAIIS
SaeeMG mtervaC
6885 to 686Sf1
4.5 to 6.Sft BGS
8 Lemph_ 2ft
Sld Size: #t0
Malerial: PVC
Seai:
b90.0 ta 689.Sfl
3A to 3.Sit 8G$
Maleriai: Bentatiie Pellets
SarW Pack
689.5 to 686.Sft
�� 3.5 N 6Sft HGS
Materi'dl: Retl fliM SatM
° o
C
�
o i2
i
O
U
K
U
'n
tl
0
n
^ 14
0
0
z
w
� NOTES: MEASURING PO1NT ELEVA770NS MAY CHANGE; REFER TO CURRENT P1EVqTION TABIE
� WATER FOUND Q
w
>
O
��
STRATIGRAF'ti1C AND li�lSTRUMENTATiON LOG
`� , (OVERBURDEN)
PROJECTtJRME: PigsEyeiardfili HOLEDESlGNATION: MW17B
PRQIECT NUMBER: 19879-75 DATE GOMPLETED: November 6, 2003
CL7ENT: MPCA , DRILUNG METHOD: 8-1/4" HSA, 6' MR
LOCATION: St. Paul, Minnesota FIELD PERSONNEL P. Storlie
COMRACTOR= Btaun Intertec MINNESOTA UNIQUE NUMBER=: 6997C
��-�-� �-
Page 1 of 7
��� STiiATIGRAPHIC DESCRIPT70N & REMARKS
RBC�S �'ft ' MonitoringWeil SAMPLE
J W
w j � �
TOPOFG4SWG 695.67 � �'
m
GROUND SURFACE 693_O j } W >
Z Z � Z
fILL, platform materials, sand, day, gravN, . _
6rown m&,
SEIECTF
dry
4
medium plasticiry, dark greenish gray,
saturated
12 PTBP-PEAT AND SANO, atterna6� layets,
metlium grainetl sand, micaceous sand, und
layers are up to 6" thick, wet
14 PT-PEAT, derayed vegitative matter, dark
btawn, tlry to maist
16
�$ END OF BOREHOLE @ 18.Oft BGS
� Stratigraphic DescripGon detertnined at
MW77C.
691.0
fi862
682.5
681.5
679.0
72'fliameter
Borehde
C Diameter
Steel Cas'�ng
CcmenVBwri<
Gran
Bentontte
Seal
Sand Pack
6' Diamete�
Bore�ole
PVC Saeen
675.0 �iT
WELL OETAILS
Saeenea interval:
fi80A to 67SOft
�s.n eo �e.aa acs
(engfh Srt
SlaSize: #1a
Maleriai: PVC
Seal:
68i.Ofo580.5tt
t2A to 12.Sfl eGS
Material: BeMOnitePeilets
Santl Pack
680.5 fo 675.0(t
725 b 7E.Oft 8GS
Material� RedflintSand
� ¢� NOTES: MEASURING POINT ELEVATIONS MAY CHANGE; REFER TO CURRENT ELEVATION TASLE
i �
� STRATtG{2APHIC AND INSTRUMENTATION LOG
(QVERBURDEN)
PROJ£CT NAME: Pgs Eye Landfill HOLE DESIGNATION: MW 17C
PROJECT NUMBER: ]9879-75 DATE COMPLETED: November 10, 2003
CLIENT: MPCA DRILUNG METHOD: 8-1/4" HSH, 6" MR
IOCATiON: St Paul, MinnesoYa �IELD PERSONNEi: A. Stodie
COMR4CTOR:c'Braua Iniertec MtNNESO7A UNiQUE NUMBER:: 699771
wa�,ai
ft8 S STRA7IGRAPHIC�ESCRIPTION&REMARKS E �' MoniloringWeil 1 S�'P�E
w j � �
TOP OF CASING WS56 � W � >
GROUND SURFACE 6929 7 {- � Z
Z Z
FlLL, p(atfortn mafefials. sand. daY.9ravet miz. .. . — _
brown,
SELEL
�Y
medwm
��
P'f/SP-PEAT qND SAND, a1G
m�um graineA sand, micaa
lavers are w W G thick. wet
PT-PEAT. decayed vegrfative
brown, dry to moisF
'iS:l� '
!O:♦
.�.�.�
��.���
��.���
:'J:'
i���i�
� •.,.�.
�
vw
v�v�
�
��
�
��
CVOH-CL4Y, Gttle wganics, micaoeous,
�um �asticity. dark greenish BraY. rtroisi
SPSAND, fine to mednim grained, g2y, we
P7-PEAT, decayed vegitafire
brovm. mast
CL-CL0.Y. wrathered 6mestor
Limestone. 9�Y
32.Sft
0
fi73.4
6)0.9
669.4
66&9
666.4
fi86.9
666.4
12' Diarnetrr
Baehole �
Z
c a�t�
Steel Casin9 t
/
CemeMlBent @e
G'drt 5
8
PVC Casing
8
9
lo
u
BeMOnite
Seai �
SaM Aack
PVC SQeen
5' O"wneter
8orchale
960.4 µ..^^
WEII DETAILS
SaeelreO irRerval:
665.4 to 660.4ft
27.5 to 31,SR BGS
�en9th- 5H
S(otSize: S10
Material: PVC
SeaF
669A to 66(,4ft
za.s a zs.sn acs
MatMial: Benlo�i�e Pdlets
s�,a v�x:
667.4 b 66D.4R
25S to 32Sft6GS
Material RedFLntSaM
0.0 6
o.0 2
0.0 2
0.0 7
50A 2
zo.o Z
20A 2
o_o z
�s.o �
100. 7
60.0 2
0.0 -
NOTES: MEASURING POINT ELEVA710NS MAY CHANGE; REfER TO CURRENT ELEVATIOtd TA F
� �� a-
� STRATiGRAPHIC AND iNSTRUMEN7ATiON �OG
(OVERBURDEN) Page t of 7
PROJECS NAME: Pigs Eye Landfiil NOLE DESIGNATION: MW 18A
PROJEC7 NUMBER 19879-75 DATE COMPLETED: Nwember 6, 2003
CLIENT: MPCA DRILLINGMEfHOD: 41/4"HSA
- LOCATION: St Paui, Minnesota FIELD PERSONNEL: P. Stodie
COMR,4CTOR: Brdun Intedec MINNESO7A UNiQUE NUMBER:: 699772
SlUviPl£
ft BGS STRAIIGRAPNiC DESCRIPTION & REMARKS E ft' Monitoring We17 J
w
w y = �
TOP OF CASING 695.85 g W � j
GROUND SURFACE 693.3 Z Z � Z
FILL, piallortn material, sand, day, gravel m'a , j.
^s.
�.;- � PVC Casug
i: � �'
y : '{'
:�:_ :�:;
2 SELECT FILL, organicclay, wood chips, 61ack, wL3 ;' -;. G�m�^uernco ae
dn , .°.(: :;._
� %=
^ a: :,�:
9entonite
Seal
SarM Aack
a i 3
PVC Saeen
= B-inrl�
— Diameter
END OF BOREHOLE @ SAft BGS �e'3 �'—�" BmeAoie
WELL DETAILS
SaeeneA interval:
589.3 to 688.3tt
6 aa to s.orc ecs
LengU: tfl
SlotSize: #10
Material: PVC
Seal:
690.3 to 669.8(t
3.0 to 3.Sfl BGS
Material: 8ento�rite PNIe1s
$ SanA Pack
689.8 to 688.3ft
3.5 to S.OR BGS
Matttiai: ReC Flint $antl
50
° o
C
F
�? 12
a
Q U
C
U
'a
�
�
d
^ 14
�
0
0
z
w
� NOSES: MEASURING POINT ELEI�ATiONS MAY CHANGE; REFER TO WRRENT ELEVATION TABLE
m
rc
w
>
0
STRATiGRAPHIC AND INSTRUMENTATION LOG
�� (OVERBURDEN)
PROJECT NAME: Pigs Eye Landfiil HOLE OES�GNATION: MW18B
PROJECT NUMBER: 19879-75 DATE COMPLETED: November 6, 2003
�-j��'�T= �P� DRlIllNC� METHOD: 8-1/4" HSA, 6" MR
LOCATION: St. Pa�l, Minnesota FIELD PERSONNEI: P. SforGe
CQNTR.4CTOR:: Breun trrtertec MINNES07A UNIQUE NUMBER; 69971
Page 1 of 7
��� STRAT16RqPHIC OESCRIPTION & REMARKS
ft 8GS E ft�' Monitoring Well SAMPLE
J
W j C �
TOPOFCASING 69555 �-
ID
GROt]ND SURFACE 693.1 j F W >
2 Z � Z
FILL, plattorm materials, sand, ciay, gravel m� _ _
brov+n.d�l/
dry
daY. wood chips. Wack, 691.7
fine graa�ed sand, black to dark gray,
rich, saturatetl
L:YUH-(:LA7, SOrt12
meQium rn'asiiciiv_ d:
72
74
16
AT(SP-PEATqND SAND, attema6ng iayers,
mipceous sand. 9eneraNy 1/2" to }' iaY�s of
peat arM 7/8' to 7/4' layecs of fine sand, gray
sand antl daAC 6rown peat, moist to wet
-6-inch medium graine.W sand Iayer, saturated
-altemating layers of peat acW sand dimin�sh
with depfh at 76 feet, dry
StraGgraphic Oescription detertnined at
MW18C.
687.8
681.3
677.fi
677.7
tr �lamet«
Bmehole
G oiameter
SleelCasfrg
PVC Casi(g
Bentmite
Seal
Santl Pack
PVC S�reen
Bwehde
675.1 • ,
WELLDEfARS
s�ea:rc«�ar.
687_7 to 67fi.1fl
72.0 to 77.OR BGS
Letgth 5ft
Slot Sae; #10
Rtatenal: PVC
Seal
693.7 W 682.1R
to.0 to � 7.OR BGS
Mataiai: BentonTe PeNets
SarM Pacfc:
6827 to 675.tft
77.0 to 18.�R 8GS
Matrmi: RedFtiMSanC
�
�
I
3
)
NOTES: MEASURING POINT ELEVATfONS MAY Ct1ANGE; REFER 70 CURREN7 ELEVA710N 7ABLE
��-� �-
� STRATIGRAPHIC AND 1NSTRtJMENTATION LOG
{OVERBURDEN)
PROJECT NAME: Pigs Eye Landfili HOIF DESIGNATION: MW18C (BOfing)
PROJECT NUMBER 79879-75 DATE COMPLETED= November 5, 2003
CUENT: MPCA DRILllNG METHOD: 8-7/4' HSA, 6" MR
�OCATION: St PaW, Minnesofa FlELD PERSONNEI_ P. $toriie
CONTR4CTOR:: Braun Intertec MINNESOTA UNiQUE NUMBER
Page 1 0( 7
f[ BGS STRATiGRAPHIC OESCRlPTION & REMARKS E��- �� �M SAMPiE
ft 9 �
w � � �
CaROUNOSURFACE 693.10 � W W >
Z Z � Z
FIf1, platform materials. sand, daY. 9ravei mi�c, . _ '
bram. dry
2 SELECiFILL.wganic e97.t9
d dzy, wood chips. black.
ry
VuJY1;LAY ANU SANO, ailemating Wy¢rs,
fine grained sand, biack to da+k g2y, organic
ri�n. �w�area
10 CIlOH-CIAY, some organics. micaceous.
medum plas6city, Aark greenish grey,
12 satureled
PT/SP-PFAT AND SANO, aitematirg layers,
74 miqceous sand. generally 12" to 1"7ayers ot
peat an0 7!8'to t/4" layea o(fine sand, gray
sand and da�lc bmwn peaL moist to wet
� s -6inch medium gainetl sand �ayer, saturated
-altemaling Iayers of peat and sand dminish
18 wi[h depih at tfi feei, dry
20 E=mch Iayer of Gay, medium piasticity, daAc
greenish groy, dry at 79 feet
z2 CI-CLAY,G(tletosomeaga�iccontent,
medium plasUdry, dark greenish gray, moist
z4 PT-PEA7, Wack to daric brown, dry to mast
zs CVOH-CLAY, medium organic content,
med"wm aztici
GP-GRAVEL, 3/4" diameter, angutar, wet
�G
687.80
683.10
681.30
.� .
. . � 677.60
" 677_10
.�!.
�v
` � 674.iD
� � 672.10
669.40
666.10
667.30
'Q
665.70
6C9.10
2
a
�
s
6
�
1T Diametu
Borehde e
9
�o
CemenVBento ite
GT �� 11
rz
13
75_0 6
0.0 6
zs.o a
70.0 0
so.o 0
so o �
75.0 0
75D 2
85.0 0
15.0 3
75A Z
50.0 2
o.o
NOTES: MEASURIN(`i PO�NT ELtVAT10NS MAY CHANGE; REFER TO CURRENT El£VATION TABIE
D���� �-
ATTACHMENT B
MINNESOTA DEPARTMENT OF HEALTH
WELL RECORDS
_;. Q� �� a-
; � ��
' WELL tOCATION MINNESOTA DEPAKi'MENT OF NEqLTH i 4,% : MINNESOTA UN/OUEWELL Np.
�roN� WELL AND BORlNG RECORD � � � � � �
Hinnesuy Statutes Chap[er 1031
e
°�T��'P Na'^e aw�stuy Na Flanga Na Section No. faetion WE110EPTI1(completetlj Date Wwk Canpietetl
s�. a a�v w .�ws� '�� x �� so 0
GPS ORIWNG MEIHpD '
LOCATION: ��� — �eac _ minutes _ se�ronds _ _
��^9� _ de�Fees _ mx�ut�s _ sxmWS ❑CaWeTOOi ❑Driven � �g -
Hause Number, Sireat NaTa. CAIt antl 7R Cade W Wetl lota5on ar Fve Number �a�� ❑ FoW}' Q Jetted
ag LJ
"� ��• S{� y ti �,Pd �_jf;�G.ti` DWLLiNGRUID WELLHIDROFRACPIRED? Yes No
3hoPexaclbcafonotwe6" secca�gri7with'X'. � SkettliS�9D�rb�car� N ` FROM tl'IO �.
.• raaLLSaMbuOdvg,s USE ❑Hea6ng�CpW'xy
.�. ' ' ' _' ' - �DOmestic ��BoreHOk ❑LWusUY/COrcunxdal
J ' •. Not�cwnmuniA' P WS Q IpigaOm ❑ Ramedai
: ❑
-- -- ----�- S e e� G�� �l, e.� Sk c-!"c.1-�. o���. �s e,.,a�� ❑
W +. . : "' HOtEDWM.
: E CASING
. . . 7' � " Drive Shce? � Yes No
' _""" ' :_ "t ' '_y"' I s ❑ Steel �TheeaGe4 Q �ldetl
1
: . . � 'SUUe . p� '
--�------- 1
CASINGOfAMECEF WEIGM
� � rA, —_�— °' m 'i� e ro:m. 8� ro 6 rt.
m.m n. rosm. —�.�o_n.
PROPEATY OWNEfl'S NAME/COMPANY NAME -
� in.to fi. IbsJtt. u.ta_h
-U� � SCflEEN OPENH6LE . —
Pmperly Ys m�rg atldress d dJier¢nt man wep btation aEdress indicatea above.
1 tic? �?' NG 1 ! ``�� D
Y Type_/�SS'�.! SG�� �pDam. � tt. TO n.
fS"l;ve.zt ieQ�t.� BL.Jd. s�ovc�,�e .nio « �'
�� �F.-.� � �1N S S�l� � $e�ne""�`�—�—n a�a�_n virnNCS �/�..s, �'�.es�ferF
� STATIC WATER LEVEt
r R bebw Q above lantl svrtac¢ Date meazured �
WELLOVJNEq'StiAMFJGOMPANYNAME P�P GLEVEI(6elowlartdwiface) N�
^A tt. aRer Mi Pwnpn9 .p.m.
I"• ��: t� Oh��D �(� WEIiNEADCOMPLF(5pN .
. N(ell ovme(5 mail'vg a ii tliHerm� tt�an prape owners atlNess i icatee a ove. � pNess adapt¢r manu/acMer Motlel
_So�U /�GF'e.�/Q.�2 �O� CazingProtec�ion ��' S 7 � 7 it2in.ahoveg�ade
\ � Aty2tle (Eervimnmental Wells aM Boring ONIY) �`•
S��' ��w \ SS � SS" �/ �G, GROV7lNG MFORMATION
� Wetlryouletl �Yes []No
� Grout material �Nea� cement Q Bentonile �7✓ t=�M.��a Q I-tigA Sofi�s BenNnite
/��_
s.o,,, �4z n. _,�I�Oras. �o,ys
__"_"'_"_ . hom to tl. ❑yds. ❑Oags
GEOLOfiICALMATERIPLS COI.OR �`A�ESSOF �� T � �
MAiERIAL irom �o fl. ❑ytls, �bags
NEAREST KNOWN SOURCE OF CON7AMINATION
J�`-�- 3�� ��` Q 6':� N.�knn� 7 fee� tlirecUOn " NOE
WeU Gsinfectetl upon rnmpletron ❑ Ves No
PUMP
�NOt"u�ssqliea DateirtsWlted
ManuFar�u�¢fs name
Model m'mber HP Votts
len9m al0�op P�ve tl. Capacity g. .m
P
rrv%=p sunmersiae � �s.r�mi�u p aeriwacau�y ��e� ❑
AeANDONED WELLS
Dces properq have any nW in vse aM wt seaktl we11(s) ❑ Yes o
YARI0.NCE
Was a vdriance grantetl from Me MOH br fia well? ❑ Yes No TN#
VJELL CON7'RACTOR CEflTIFIGATION
This we4 wa5 Mill¢� wM¢r �ny supervsion antl in accoNance vrilh Minnesda Auies, Chaptet 4]25.
i. Th¢ �torma0on cont2metl in fiis �eporl is INe to Ne besi M my knowietlge.
Vu a semiM sheet, Aneerletl
REMARKS, ELEVATION, SOURCE Of DAT0. ete �Q r T Tj'�•� �� �- �L N�Q ���_
M� � t 1 / L�tensee 8usiness Name Lic nrReg_ Na
\.Jl •
i �
PLRw Repr¢s ntanre S� �� � �� —�� -
����3 6req 1�nnS2� /l��/�3
IMPORTANT - FILE WITH PROPEflN PAPEflS 6 9 � 1 �� Name o7 , ��
WEIL OWNER COPY �
- _. . . HEdt0115Ce 1Pd.5q11 ' .
WN: Lznt°tla
Number,SVeaiNa
e��
MINNESOTA OEPA(i7MENi OF HEALTH
WELL AND �ORING RECORD
Minnesola Staemes Chapter 7037
�. SecUanNO. FracEOn WEtiDEPTH(ca^Pie�etl) 1
5"f.J $ � �� / c
I 'L 5 •L O �
m � m ��� _ s � o �� ORtt11NGtdEilfOD
m"uxnes _ semws _ ❑ cawe row p o�&en
�Y� ❑ Mfa!Y
ucaUOn a Fire Nump¢r ��7
SS�!
�--t nNe--{
See �}'{c�_�,e skefc h ��"�
� .,.'��
iu''EH1Y CAVNFA'S NAMEICOMPHNY NAME
/� �J � Sf �
[, (1 �G f
opert3'��iab^9 address d�bife(eM man wW braVon aEG
�yo �,�y �/�y
/.S U/est 1<ellop� 1-����1.
5 �� ��,�\ s sjoa
nea qm¢rs.maning atlaress a 6nerent man p�operty owners atltlress inGirat2U apwe. /
So2 U L. 4-�a e.� fe /Zd.
5�-� ?4�. � ss,ss-y,9y
GEDLOGICAI MATERIALS LOLOft �ftUYESS OF FROM TO
MAiERVLL
S% t�' �3/� l� Svf� O�
ThW- t
��YAINNESOTA UNIQUEWELL NO
6997��7 -
❑ �+9
[�.letted
�PCTlNiEM Yaz No
s� - u ��. eore rw� l� i�o-rrc
�.xn�xv n+'s ❑ msyaoa� ❑ Re
�a rws ❑ oewxix�y ❑ _
Dirve Slwe? D Yes �Nu HC
�rn��aee qw�a
= O
-R WEIGM
b � ft @s./IL �
m A a»rtc
�e „� �7-,5•. ..,._..4[ � Oian,. 7 ,
NGauze � �f (� � � T .
�een.� � a�a_��a Flrnrvcs F/� Th:e
� ATIC WAlER IEVEL ) J � �
n.0 beia�v Q aW+e IarM surtace Date meacxed J� J4 ��•3
�MPINGIEVEI(bebwgntlsutace) //�
/l
iL aher . nrs, pumping o.yn,
:!L HEAD COMALEtXNJ
Pitless adap(¢r mar,ti/acNrer �Apd¢�
Casin9 ProlecCan_ .�i " S-f n n ) Is�. 12 ». above grade
nt9ratle (firvuonmeMa� We��s arw ewing pW.`1� �
�OUTWG INFOqbAiION
w�� � ❑No
Cxo�Amatenai .�leat¢emeirtQgent�aute�,�
hoin � b�l•� it �� Q'�ds. �bags
Uom to IL ❑YG% ❑pacs .
Irom w ft ❑Y�tr. ❑ba�
ARESTKNOWNSOURCEOFCONTAMINP710N _ _. __
pkn,i�,.7r� eee� atred;«� type
edsnkcteawo^conviie4nn ❑res tw -
MP
Nrn instatletl Oape insialled �
vbOH numbef HP VdtS
�-e^9M of tlrap PNe IL Capaaty 9.
fype:QSUCniers�lte �LS.iu�Eine QfleriDroceN+4 ❑-lel ❑
iBANOONm WELL$
�
bet Praperty have any �wt in use arid,rot seile0 we0ls) ❑ Yes � No
lAR1ANCE . �
Nas a variani.� granted fmm tl�e MOH 1w 84s weA1 ❑ Yes �p TNi
NEl1CANTflACTORCEATlFlCATNNJ ��
iT'¢ weN vas AiAetl wWetmY su�ervision a�M in a�2o�dance wM Mmriasop flWe4 �Wer 4]25.
fhe iMOrmalion cantairetl in �his repoR'svue m ihe Ces[ W rty knowled;je.
1�rc, - t - ,��-e ,�- rit � t 5� 3
Liceirsee B�s Name L'c wAeg Na
��.� �.--.���� _ -�z�=c -3
A(rtM1OrizeE n are 5ignaNre Oate
tMPQRTANT - RLE W{TH PftOPERTY PAPERS � E'3 (� - 7 � } '� �
- WEILOWNERCAPY J �
� 4 a&N faa�l
� — ��_ _ �
ttt� __ Ceg�ess _ nuwtaz
aeat Name. CM. � Zp Cotle oi WeG Lora6on
a3 fY2 L 4K e+2b .5-1, y�0.,
a+.�n � � s .a �,an x.
T,�
i
k- - rwn �--�
MINNES07A DEPAATMENTOF HEALiH
WELL AND BORfNG RECORD
Minnesota Statufes Ghapter 103t
F2c�iui WELLDEPI}1(mmplelecn
sW S�'Vt"i �5/ S
� _ DRILL]NG METHOO
s � _ _ ❑ Cada Tool
SeG �4 SKe
e�ry owners maTUg aWress d dXnent Nan well bcation a44ess intl'icata0
/ C.': f� /fc./�
� 5 we> Ic21t o ys 31�.�t,
5�. 1��c.. i� � n7 SS/Oa
��/� �
� ' ' MINNESOTA UN/Q(fE WEfi NO.
6997�5
Date Wo+k Completee
` fi/ro%3
❑ Oeiven Q Dug
�flotary ❑Jetl¢d
U�^� " 1,J Environ. Bore Mo1e ❑ Indusiry/C
❑ n�,Mr �vs ❑ ��� ❑ aamec�
� comn,ur�tlr rws ❑ oewaterina ❑ _—_.
�SING HO
Oirve Shoe? � Yes Nu
y �Sleel � ihreaCed ❑ e�GeO
ra P185hc
WINGDIAMEfER WEt6HT
� ii
—�.�o /O n /9. o rosm. 1
a. � m. ro /O. S n. �.�� ie�n.
ia to _ rc. _ _ IbcM —
-.� �enem
R aM �.S S tt. Ff771N�
Eelow � abova WeM su Date
3nasuAace) ,�/�
s U � rn '�' q C' f�'� i 2� ( Casin9 Protection .< �` L} _C � � � 12 in. above grade
Y ❑ Atyrade (Emironmental Wells antl Borin90NLV)
� y �. Y GROtiTiNG NJFORMAT1pN
5'F� ` G. til � S.Sl S� weo qro�ree , �p o � res ❑ No
Grout materu� AA Neat cement � Benrorite Q Conttete Wg�h So�ids Benronite
b��G45�v� irom � to_ � []Ytls. �I
�,� �� �2 fram___�_ m h. � Q ytls. �I
GEOLOGICAL MATERIALS COLOR ��q�A � FROM Tp U �� � . n. �� ❑ i
NEAREST KNOWN SOURCE OF CONTAM�NATION
}- (� ' unkhn �h teet d"vec0oo
5• i��F� so� C7 </ _—_s_
WeJI tlisinfxted upon compielron ❑ Yes No
�j � PVMP
�C .'�'G S -}� O IC �
Not inslaAaA Oate ilatalletl
r /
) S 1�. �\ ,` C / Manulaqurels name
// / / Morlel numtrer HP Votts
� ._X�YW t!^�`2 t�._ �� Itbf LengU�olErWP� fl. CaPa�' 9
❑ L5. Turb Q F e c ipr oc aling [] Jel
r not m use and �ro[ seale0 well(51 n Yes
Pules, Chapter 4125.
Useaseeonashret�needetl� � �
�ARKS, ELEVAT104{, SOIJtiCE OF OATA etc -
MG.� j F
P�
�'
( :j� .
�� — 03 U/a�� �
IMPOfiTANT - FILE WffH PROPERiV PAPERS C�� f e^� I
WELL OWNER COPY « 1 �f,
flrReg. N0.
�
Dafe
tl
� .
�' _ �
�lY MM/MESO7A aEPART67EiYfpf HEAC7H MINNES07AUNtQUEWELL NO.
WEL! AND BORING RECORd - S ���� &
h� S2 Mirtrresotr S�Ntes Chapter fQ31
ovm5iNN0. F7an9aNct SeaionNo. Frarbun WELLDEPTHI�Nk��) DazaWalcConW�eletl
� ,� � � S �,.J x: �!E � n `t �
LaM1lude � tlegreee ` mmu[es _ seto+MS _ MiLLIING MEt}IOD
�o�snuaa — a�� — �w� � U caaarow ❑ o�.re� ❑ o„y _
treat Nam� C4Y. and 2p Code M We9 L,awuon a Fve N�uMer O �' ❑.lercae
; C e� c� k C�d . St. i�a�.. � S' 1/ OFlIWN6 FLUID weu+rrorroF�ncniaeoa ras ao
n� ��
y�e �m' x �' � w� � eS _�--_—� ro k
roadsafMdnldiogs USE � ❑N �
QOOmeslio '[J �BO�e Hole ❑ NMUStry/�omnercial
❑NmmnmmtlpPW9 ❑7m9zfian ❑flarne6ai
S �i'�x�� ske�� °�°�"�".a^'s o�� ❑
CASIPI� HOIE DI�M.
Oriue SMa? Q Ves Na
: � Sleel �(ThreadeG �G( eWeC 6ri �
pWS9c �Q /�
CM1SING DIAMEfEA WpG��
�/ i•
� tuue-� «tb_� �� O �SA. �m.to� .
�in.to _�i�.S by/g, y�,� '
PFmPEfiiYOWNFfl'SNAN/E�/COMPl3JYNN.tE �,� � ry_ bslR �'s�.to
• SCflEEN ���� `
P�operqavmaf maifirgatltlressit6Xerenttl�anwepbcalionadtlresseu�iratMaGave. Ma �
�oea rc ro a
�vo c.=t /{<// TY������ �, ? .-.,.
/3/�i �o,,�a� , oiv ��, s-f�,
/ 5 G✓eS�" �. L'�/G�� s�een�+ R�a /�n n Frznr�cs Cp � '
S� � � \ STNICWATEflIEVEI
GL—_M- ❑abo�elaMSWare Daiemeasurad �� /��
WELLOWNER'SNAMEICOMPANYNAME P�MPWGtEVEL(pebwlaMSUrlafc) y�� ' .
/C
/ ilafter hrs.pump"v� o.Pm
' " . / '� ( � E WELI_HEIIDCOMPSEl10N '
WeA owuers maT+n9 atlares l6ftmeM tlranV��CeMowr+e+s aOCress inGated Rtlass atlaprer maixdacn.rer Modei
Sp70 f �Ci �am9Protec5on C Sfao� �2in.abovegriEe -
. Atyratle (Em'sanmental Wele,^ azM Bod�y q�L`n
� SS -� 1/ r'�nNG INfORMhTION
st- �� l Sj �//y'� W�,�� �Y� oNo
cran ma�e� � �,� O 6«nonae p eozrele p FGgI, soGas 6enwmR
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Nnaor�essoF 6 C�^ `^� --��2- �r� ���
GEOLOGICALMATEpIALS COLOfl MPTERIAL FROM TO km" iu tl. �ydc QWgs '
NEARESTKNpWN SOUqCEOF COMAMINAitON �
� � l 5 v ! i,. r �k�_;�,,,t�.s�... , feet �� � .
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� � SO�'� �i �' WEIICONTflACTORCERi1FICATION �
T o •
a S' H6 ' 7}ie infai�tiom m�tanetl m His repoR `strue m Ne best oi mY ��Je
S �1'� Useas�sh e6b o . .
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� IMPORTA(VTWE OWNER COPY � PAPERS 6 9� 7 Q 6 x�aa,xe� . - . - - �
_ . ._ . . � � �- - - 'J
6�-��a-
APPENDIX C
LANDFILL INSPECTION REPOItT
19879(11)
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APPENDIX D
MONITORING WELL LOGS
198]9(31)
JpB Ai4: 3552
DATE INSTALtED• - -
MONI7 WELL/PIEZOMETER L0� D���Pa-
. REF. BORIN6.N0. M�1-1
INSTALLATION N0.
— _ _ - -- — --
Protective Casinq
� Materiai steel �Protective Posts
N4: Insta 1 Se�d�_
Material
Q 3 - q�' �
�4_ 3.8'
.� � .� .
� '
. '. � ._.. � -
. _ . . . . ..-.�-.� .............
� = 30.0'
1
. _ .,17.L1':-. ,..
- 3
Riser
O 2 ,�
Matertal
stainlFSS�steel
Ground Surface
... .'.; Cr.,. =1':
'=`�`i7= 1.0' 45-55 �ed flint
:.y
Material ssai�niess
'2 5.0 D :-_2
Slot . ,C
. : Dfl :.-�/�
� , 6.ti' �30 red
6 fltnt
1 �
i �. (. �9� 2.0� COAC{'8t0
i-� )
13.0' neat cement
� grout
_�30 red fl in#
REMARKS
: Tou of riser nioe fitted t�itN P/N 560012b
1 �ac GE07£CHNitAi Et3G{t�tEER3NG CdRPORA�tOTi
JUN-20-2806 0S:47AM FAX:6512969707 -�„ ID:CONESTOGp ROVERS PflGE:002 R=96%
�-- �... .. �.. a1V VVI�L�Iu
-=--uEE. . �'IC.AR L'NC'sIN�ERiAIR's CQ1�v�ItT�Q111
GEC JOB Nd: 555Z � � LOG Of BOPIING NO: M� \ P• 2 O 2�
rawECr: �'IG'S EYE LAtiDFiLE;°idARNER RUAO & CNILDS ROAQ; RRMSEY.CO., ST. PAOL, MN
- - = �P� FlEtD 6 t4H�NATOftY TESlS
OElTM. � - ' � - . 1
fEET IOEtA'lfIGT/0N. - ��GE6LQGY H MC irve HEC. WL� � 6EN f s:�� �
-.-----SANE AS ABOYE---=---=- FILL
zz - _
2 �_ WH W SS 2
tean clay, dark browrt, and SWAMP
za_ silt, gray to dark brown, �DEFOSITS
wi#h a trace of pTant Pibers, - or E-ILL' 3 W: SS_ 17.
zs- (ML � CL}
�_ 3 W SS �24
z� _
�_ .., .._ 4 W" `SS'' Y8
M
20_ . =
� 4 M SS 18
30- END OF BORFNG
31-
32-
33 -
3t- .
35- . . . . .. . . _ .
97-
38-
30-
41-
�2 -
S9 -
Aa -
65-
18-
p-
1:
JlJN-20-2H06 88:47f�`1 FAX:5512969707 iD: CQNESTOCaA RQVE#2S FAGE: �3 R�36 =
_ ��.�. ..... ����o�o.�. .. , av yyuvn �v�an�i . .. . �uv4
, D � - � �
GEQTECMNlCAL EbtGINEERilIC CORPORA710ii1
� GEC.tOBNO: 5 �� 2 � LOGOFHOFi1NGN0. ��-1 tP- � �f ��
�oa�cr: PIG'S EYE LAN4fIlt; WARNER ROAO;� CHILU� ROAD• RAMSEY Ca., ST. AAUL HN
� �N SUqFACE ECEVA710N: � 1Q; '� � � F«-� ���AT�RY TES7S
FEET IOENfIFICAYIQN. .. _ ... . - GEOLOGY BPF � 7YPE f",_ AEC. WC DEN pL GC
i
2-
�' i
f
�_ �
�
,
5 . - -� . . . . . �.
I
6-
Not sampled to 10'. . , .
�- -..._. .
e ' .
9 _ � ' . . .�...�_.. . '
'O _
"- 6 M SS 5
ia-
t3- 10 ; M_ SS 2
7q- , ' ,
29 M SS 5
15- Trash - mostly fibrous
Paper, wood, plastic, etc. .. FILL
' 7 W SS b
� ��_
ia- 4 W SS - 3
�e
zo - .
12 W SS ' 4
Silt, dark 6rown, sligRtty
�' orgaoic, (ML) 1 W SS 4
PEYTH . ORItLiNG ME7l10D WATER LEYQ MEA3UR�dENTS -. ...
� � NOTE_ iiEFER TO
SAMPLEO CASlNG� CAVE^W .ORIWNG WATEA
fl' 3Q: t+-1���` HSA � T ��" S � DEPTH DEP7H pEp7N _ FLt]ID�I£yEY, �VEL 71-IEA'f'fACtiED
, IZ-1� 3.1:15. 17 l�j j[(.'1 ' 13.$ SIiEtTS FOft AN
� � FXPLANATION OF
coMr"'i. 12-i4-88 3:¢0 .
, - - TERMfNOLOGY
� v� �' $� R�9� S5O � � ' � . OIJ7HIS LOG
10�88
SUh(-20-2�6 08:47AM FAX:5512959797 ID:CONESTOGR f201lERS. PAGE:004 R=96%
GECsYECitlBiCAL E�iCiNE�R1E1G CQRPKtii]l'[YON
GEC JOB NO: 5552 � . .. . ' _ � �.. - _ . ..�o� soRU_.t� rto. MW ( P- 1 Of 2�
Fwo�ECr: PIfi' S EYE LANDFILL; WRIt1dER RaAU & CHILDS ROAD; RAMSEY, CO:, Sl". PAt1L, MN
D ' E H H. '" �. .'Q,�.,-x_ ' flELD $ (A80flATORY TESTS
� SUPFACE ELEVATpK ' N � - MpL
FEET IDENTIFICAIION �� - fjEOLOGY 8PF NC - TYPE� REC. WC PEN P � C
7
2
3
< . _
5 Not sampled to 15' _
6
� " . . ' .. .' _ . , � . "''.� . _ .
B- -
9 , _ _ ._ __ .. - - _ _ .. - .
�o �. �". i
„- _ .. �--_.� _.
,z- �
,a- �
i
�e = �
is -
,e- Trash in a sandy to clayey matrix FILL 2 M SS" - 6
W
»- . '
, 'e- 3 :}t SS , 8
�9- lean c ay, dark broWn - ark.gra�, -
with a irace of p-7ant.fihers, {CLj SWAMP 1 U SS 16 �
�O � ° 0€P6SITS ,
Lean clay, dark gray,.slightly :- _ ,.
zs organic, {CL) , WH M SS 24 =
OEPTN - DHILLWG METHUD � . .. YVA�ER LEYEL MEASUREp}Et�75 � � .- �
NpTE: flEFER TO
O- Z3: �-II4� HSA �A7E � TlME S �EPT#i f7EPTH OEP7N DAILUNG SNA7EH THEAT7ACHEA �
FI-illD S.EYEt �a
- , 12-1� 3.�0 1�-1� 1� 1$ �� i4 .`L SHEETSFOflAN '
12-i4 . 9:36 2� 2Q = 19.9 I5.6 ' ex�ni�arioN oF
BORING ZZ�Z9-SS IZ:�S _ � TERIyNNOLOGY
GoMPtf7E0: . . . .
ca . VD cn_ S& pig: SJ . = ON TFYS LOG
10/86 , .
Jl9d-20-2006 08:48qM FAX:65I29G9707 , ID:CONESTOGp ROVERS;- pqGE:g65 R=96%
�oi<oicvov oO.vc rnA onlcaob�u( mp. rULLU11Vry VVNIKVL ' !� VUti
. . . . . . V j �/✓ �
—GEO�iItCAL ENC�iNEEitIlIIG CORF�I7RATN�11t
cec �oe ao: 5552 � MW-2 -(P. 2 of 2
• - lOG OP BOHING NO: l
raaecr. P IG'S EYE LANOFIIl.; WARNEI� RflAD'& GHTLOS ROAD; R�MSEY GO:, S7. PAUt, MN
OEfTH, � � � FlELD! �ABOA�TOAYTESTS
FEEi IOElRif{G{TION. C,EOLOGY -. N MC; E REG, WC DEN f'�' C
-------SAME AS ABOVE--------=. �. ALLUUIUM
� or SWAhiP WN M SS 18
zs_ ENll.OF BORING. . DEPDSItS
_ �_ . .
�- '
ze _
27 —
, 28_ � .._ . .:: .�:� U.' ". . .. . ..� . ; .... ... _
29— . ..
30 —
a� -
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as-
35—
36—
97 —
36—
at—
I2—
�—
{{ —
IS—
�B —
Q-
1, �-
JUN�20-2@06 08:48AM FAX:6512%9797 , ID:CCNJESTOGR R{)t)ERS PRGE:006 R=96:
_. __._... . ...,..... ..
MONITORING 46E1L/PiEZONETfR L4t,;
�
JOB N0: 5552 . . REf. B4RIN6 N0. MM-2
DATE INSTALLED: 12-14-88 - -
. - . - . . ; FNSTALLATIaN .Nfl. - -
Protective Casin<
Material steei
: \
U 4 " - - _
t 3.b' �
I
r����; . � ; . .�
�.Protective Posts
No. instalied
Material steeT--
r
Ground Surface
� � �20 I" � i -
�� ; � � � � = 2.0' concrete
� � __]:�� 9
�.�_. :_ _�,_ - - �_,- :
L 17.0' . _. . � _ . . , _'.-
Riser. -
D 2�
�� Materi.a] �
��- 23.0' stdinless steeT
creen
Material staint�ss
��
�2 5.0' �i= ` 2_"
51ot �qitl -. , ._,
_ 'u. , _' '- +�117 -
'
'—#30 red. flint
Too"af riser paue fitted with PJN 6600126
..... ..; . ,......_
� •�� GEOTfCHNICAi -EhlGlN£ERtNG CE�RPORAtiON
.TLAJ-20-2006 08:48HM FAX:6512569707 -. ID:CONEST� ROVERS PAGE:E07 R=96%
_ 13.o' neat cement
L S grnut
L I.0' 45-55 �ed fiint
.. :: _�...:
ts S.Q' �30 red
� f7int
W .. . .. �, .,
IN57dL1.A710N Of PiEZOME7ER 2
)OB ND. , 4220 89-22,�6 - PIEZOMETER NO. �a� � ' v ' (/� o'
_ �.
'GROUNO SURFACE ELEVATlON- TOP OF RISER PIPE EL£YATiON �.—
i J _ .. . - -. . - (with c�P r<movtdJ -.
--VENTEDCAP � - .
L �--fROTECTIYECASlNG -
at.mcccr ana rra
- . 7ovt lenY�h . � ' . - -
. . -� Lent�+ wDO.e G.on�d .- .-
� TNICKNESSANDI`YPEQfS£Al�
L?
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L3
� �- .: �: . .... ._ _ .. .
�-I � �—.D41M£TERANUTYPEflfRlSERtIPE' �
�. ' . . .. . ��
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7YfE Oi BACKFILI AROUNO RlSER .
�.-
, THiCKNE55ANDTYP£OFSEAL
_ `�� OfP7HTOTOPDFFII7'ERSAtiD
.� .• `�t� TYPEOi F/LTER AROUND SCREEN
Y I �' — . TYPf Of l3EZW7,ETER - �
' SCR£EN GAUGE OR SIZE OF OPENINGS
, _ (SLOT NO.) ; �
�, � � iAMETER AND LENGTH OF SCR£EN -
1°: =_ ."_�..; -..
— DEPTH TO BOTTOM Oi %EZOAfETE R
—DEPTHTO BOTTOM.DF FICTER SAND
��= 2-5 �
�2_ 7 2 _ 4 }�
i3 _ 5.0 �
'�q --- FT
IS+iSTALLA7fOtJ COMPt.ETE
Oat� �1-2-89 3ime 1 =�� '
��-
' ._ 'i"1:� OEP7H BEIOW TOP�OF RISER PiPE" `
. .,. ,:
` Ct1Ir7,C1CY C�L'x7Q `
. �� Y'xooi��en.. � -
FAX:6512969707 ID:CONESTOGA ROVERS
ANQ TYPE OF $EAi
+sa—�.- .. _.
�I".—' DiAMf�ER OF 602f HOLE �
OATE
4" Steel
5'
2.5f ___
— . �i'OU
(Neat eement}
2" PVC .
WeIT Casing
Grout
6.5'-7.5'
Bentonite Chips
7.5'
#16/30 Silica Sa
PVC
�1� $��t
2 " x 5 '
14..ri'
14.5'
N1A
7"
WATfR LEVEL
..:
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t. A tl `• ` yV•_..•��•^_-•J•••—HINA'FSOTAVNryU!'N•tL1.NQ 06893
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:� .. .... : ..:.... ..:. �...._.:.-�.,' ' . I}lil'3�Li-.��i� . � " r._ • �_ iinm�..
vna w.�
JUN-20-2006 08:98Rh1 FA}f:6512%97H7: '.' .. _; ID:CONESTOGp:�ROI�RS. ., PAGE:809 R=96% _
- LOG OF TfST BORIN� .-" '- -_ ._ D� � jp a- �
: �oe No_ 4220 89-2276 VEAiIfAt SCA1.E. . j�.= � 80RIN6 N0. . 7
Peo.�cr PIEZOMETER UPGRAD7NG-ST PAiJ� MIr7NESUTA '
DESCRI7TION OF MATERIAL � . GEpl06IC � S�E-. ���`SORY.;E5T5
_ OEPTX . .. _ - . � -. . -
' �fEET �FACE EI.EYATId1 _ ,pA(SSN - A' - 4�L:� NQ: �TYPE u D L1 PL W
F1LL, MIXTURE OF S1LTY.StSN�i, '- Fill
CLAYEY SAND`�.ND LEAN'ELAI`,- _ ' _
with wood, paper aad pla§tic, a litile glass _
and gravel, dark grayish brown,_wat�r-in
fill below about 8.5' - `
7 1, SB
- . � - 5 2 SB
z'..., .
, 6 . .:: : 3 : SB
" -.. .._ _
22 : 4 .- SB
12.0 _.
? LEAN CLAY, biack, soft, a few lei�`ses of! �Fine
waterbearing sand (CL/OL) Alluvium 3 5. NS
1 6 NS
16.0
End of Boring
� - � , : �
I�OTE Piezometer D#.7 insi;al _d: in. ,,;,
� ) � �.. �..�"',�-
boring_ See atiached "Iostallation of � . _ -
Piezometer" dat� sheet.
.�
YAiER LEVEL MEASUF:EMENTS � S7ART �;�.I]-Z�-H9 COMPLET£ 11-2-89
SAMPLED tA51XG' {AVE-[H ���"��' uA7ER AET}{6D � � �1:45
DATE TIME BAILEO 6EFY}IS
DEPTH DEPTH �EPTH IfVEL 3 1 4" ��'3A Q'-14.$'
- ll-2 I7:30 11.5' 9.5' 77.0' 8.7' '
l]-2 11:45 76.5' 14.5' I4.5' � il.l'
77-2 12:30 16.5' 14.5' 14,3' 8•Z'
ll-2 7:3D 16.5' SeeNote " cuM+ cx[FF D. S ermGaur
twiii�city testirig„
�orpgr8tioa .
SUN-20-2096 08:43F3M FRX:5512%3797_- �;,; ID:CONESTOGR,RLri1ER�,; PRCaE:010 R=96=
�1
��-�� a-
� STRATlGRAPtiiC AND WSTRUMENTATION LOG
� {OVERBURDEN)
PAOJECT NAME Pigs Eye landfil! HOLE OESIGNATION: MW 1$B
PRQIECT NUMBER l9879-75 DA3E COMPLETED: November 6, 2003
CLIENT[ MpCA DRILLING METHOO: &i/4" HSA 6" MR
LOCA770N: St. Paul, Minnesota FIEID PERSONNEL- P. Storlie
CONTRqCTOR:: Braun IMertec M4NNESOTA UMiCtUE NUMSER: fi997':
DEPTH
��?� 3-
Page 1 of 1
ft BGS STRATIGitAPWC DESCRIPTION 8 REMARKS E�FV- ��� y �� SAMPLE
ft �
w ¢ � �
70POFCAS�NG 695.55 m K '
>
GROUN� SURFACE 693.7 j �. � >
Z 2 � 2
FILL, Pfatform materials. sand. day. 9ravef miz. — '
brown. d+y
2
SELECi FI�L,
dry
: i.t
Vv.�Y-a.LHT ArvU JANU.21I2fi126(191dYEf5,
fine 9rained sanq biack to Uark gray, organic
rich, saturatetl
10
52
74
76
18
_ ...
medium plasticity, dark greenish gray,
satmated
mwaceous sana.9eneralty 12" to 1' iayers of
peat and VS^ to 7/4" layers of fine sand, gray
sa�M and tlark brown peak moist to wet
8inch medum grained sand layer, satuta(ed
altemaUng layels of peat and sand diminish
wiU deptfi at i6 feet, dry
Stratigraphic Oescription defetmined at
MW18C_
26
i i'i .
������
������
/�����
������
������
I��:��
� �
�
�
.� .
�_ ��� 67L6
677.1
.+�.
iram��r
Bt%tI1�E
s nisneter
Sted Casing
GIaR
PVC Usug
BerRO�nte
Seai
SanE Pack
PVC Saeen
6' Diameter
Bwehaie
675.1 �'^�
WEIL DETAIIS
3creenedhRerval
be1.1 l0 676.tft
i2.o W 17.ORBGS
Lmgtic SR
SlotSize: X70
MateriaL pyC
Seal:
683.i to 682,ift
74o a t i olt BGS
MMeriai: 8entorrite PeUe�s
SaM Pack:
sa2i m srs.m
i�_am �a.onecs
Maferiai: RedFlintSand
NOTES: MEASURWG POINT ELEVATIONS MAY CHqNGE; REFER TO CURRENT ELEVATiON TABLE
� _S7�RA�7IGRAPHtC AND INSTRiJMENTATION LOG
{OVERBURDEN)
PROJECT NAME_ pigs Eye Landfili ' HOIE �ESIGtJAT10N: MVf(18C {BOtI(i9�
PRQJECi NUMBER: 19879-75 DP.7E COMPLETEO: Noveinber 5, 2903
�'� �� DPoIIiNG METHOO: 84/4' HSA, 6" MR
LOCA7IpN= St Paul, Mimesota FIEID PERSONNEI: P, $torGe
CONTR4CTOR-: Sraun Miertec MINNESOTA UNfQUE NUMSER=
Page i o{ 7
ft BGS STRATIGRAPH7C DESCRIPTION & R£MARK$ Et.EV- gpq ga - SAMPLE
h rn!9
� Q w
W ] c �
GROVNOSUftFACE 693.i0 � K V Q
� F W >
Z Z � Z
11fGWn. �
SELECT FIU.,
dry
fire grau�ed sa
IlGh, Sdftlf3[2d
::.�
������
������
������
•�r
a❖:+.
�� .: : �
I:Wt1i.lAY. so(11E Wga(11C5. �111C3CEW5.
medfum Plas6p(Y. tlark greenish 9�Y•
�Z $dtll2(EQ
PTISP-PEqT ANO SAND. attrinaHny layp,rs.
14 m���s sar+d. 9��y 72' (0 7" layers of
peatanA Y/8'to t14' WyersofGne sand,gray
76 �arMearlcb�°"i°peaLmasttovcei
-6-inch+nedu+++8`ained sandlayer. sahcated
-aftemating layers of peat a� sand �mrttish
18 wilh depth at 76 feet dry
� £-iad�layeroldaY.medimnAlastip�'.dark
greenish gtay, dry at 79 feet
� GLiAY,fitUetosomeorganiccontenC
metlium Wasficity. dark greenish 9+aY, mast
� PT-PEAT, 61ack ta dark 6mwn, dry to mdst
GP-GRAVEL, 3/4' diartlete4 angular, wet
36
38
46
�
683.f0
681.30
.!.
: . � 677.60
- 67Lto
.!.
.�
678_70
.t .
' `` sn�o
669.<0
668 f0
fifi730
iQ
665.10
649_70
f
z
3
fi
l
�ra�mcer
BorNwle e
9
m
CenetM/Bent ile
r '� 11
12
ia
NOTES: MEASURING POtNT ELEVATONS MAY CHlWGE; REFER TO CURRENT EIEVATION TABLE
75 a s
O.0 6
� S.0 3
I70.0 0
so 0 0
so.a i
1Sa o
75.0 2
85.0 0
15.0 1
75.0 2
50.0 2
o.o
D� -5� a-
APPENDIX E
AIPRAP SPECIFICATIONS AND DRAWING
198A (I l)
PART 2 PRODL3CT5
21 RIPRAP
A. Type Bl Riprap: StaYe of Minnesota Department of Transportafion Ciass I:
Maximum Percentage af
Size Total Weight Smaller
5inches 100
3inches 50
1 inch 1Q
B. Type R2 Riprap: State of Minnesota Department of Transportarion C1ass III.
Maximum Percenfage of
Size Tafal WeighE Smaller
38inches Id0
12inches �5
9inches 50
3inches 10
2.2 ARMORSTONE
A. Limestone or concrete, solid and non-friable.
B. 2 feet by 4 feet, by 1 S feet.
2.3 RIPAAP BEDDING
A. Type Al: Crushed gravel, angulaz crushed stone, free of shale, clay, friable maferial, and debris;
graded in accordance with ASTM C136 and ASPM C117; within the following Iimits:
ASTM Sieve Size Percent Passing By Weighf
3/4 inch 95 to 1Q0
5/8 inch 75 to 100
3/8 inch 55 to 85
No_4 35 to 60
No. 16 15 to 35
No. 40 10 to 25
No. 200 5 Eo 10
B. Type A2: Natural stone; washed, free of clay, shale; well gaded, graded in accordance with
ASTM C136 and ASTM C117; to the following limits:
1. Mu»tnum Size: 2 inches_
2. Maximum Size: 6 inches_
iss�9 ni> 2 �ur
��-� �-
C. Imported from an approved source and composed of clean, graded, hazd, durable, uncoa#ed
particles obfained from deposits of gravel or sand, talus rock, quarried rock, or other suitable
gtanalar materials.
D. Free of unsuitable materials incIuding:
1. Frozen material or material containing snow or ice.
2. Trees, stumps, branches, or other wood or lumber.
3. Wire, steel, cast iron, cans, drums, or other foreign material.
3. Materials containing hazardous or toxic constituents at hazardous or toxic concentrarions.
E. Testing and Analysis of Aggregate Type A1 and A2:
1. Grain Size, A5TM D422: 1 sample per 10,000 cu yd of material required.
F. If tests indicate materials do not meet specified requirements, change material or material source
and retest.
2.4 GEOTEXTILE
A. Non-biodegradable, non-woven polypropylene 401, as manufactured SI Geosolurions or
approved equivalent.
PART 3 EXECUTION
3.1 EXAMINATION
A. Verificarion ot existing conditions before starting work.
B. Do not place riprap bags over frozen or spongy subgrade surfaces.
32 PLACEMENT'
A. Place geotexrile as shown on the Drawings and in accordance with manufactures instructions.
B. Place riprap bedding as shown on the Drawings.
C. Place riprap by suitable methods to ensure minimum breakage of individual pieces during
placing.
D. Ensure riprap does not mix with or damage foundation material, including geotextile fabric.
E. Place riprap in accordance with layer thicknesses and details shown on the Drawings.
F. Place riprap in an approved manner to secure the surface and to piovide a stable mass.
zsa�v n» 3 rzmaar
G. Uniformiy distribute larger rock over the efliire area and distribute the remainder uniformly with
smaller pieces filling voids betv✓een larger pieces.
H. Finish surfaces in such a manner so as to ensure they are stable, reasonably uniform, free from
bumps or depressions, with no excessively large cavitzes below or individual rock pieces
projecting above the general surface.
tNhere riprap is #o be placed on slopes, excavate a trench at toe of slope in accordance with
dimensions shown on the Drawings.
Place riprap as fotlows:
1. Use iarger pieces in lower course and as headers for subsequent courses_
2. SYagger vertical joinhs and fill voids with rock spalls or cobbles.
3. Finish surface even, free of lazge openings, and neat in appearance.
K• Riprap may be pIaced ir� location by equipment; however, take care in placing to obfain a good
gradation of materials so that the riprap will be firm and solid.
L. Place riprap at culvert pipe ends as shown on the Drawings.
M. Place armorstone as shown on the Drawings.
3.3 TOLERANCES
A. Maxunum Variation hom Finished Elevafion: Plus or minus 0.5 foot.
B. Ma�cimum variation from True Alignment: Plus or minus 1.0 foot.
END OF SECTION
ivs� p�) 4 x�nnr
�
3
s
'� EROSION CONTROL FABRIC
�
�
'�
�
i
J
�
�
�
�
�
�
�----- DISTANCE VARIES --�
� l� I MATCH EXIS7iNG �
� CREEK$OITOM
� 3' 3'
r
1 1
�— NON-WOVEN GEOTEXTiLE �
� 4
2
t�
,/ \/ �/ o'Q'" j � (� 7
� ::o. �
`������`��J
� 4• � 78' RIPRAP
7YPE R1
NOTE:EXCAVATEV
TOINSTALI
RIPRAP EROSION CONTROL DETAIL - BATTLE CREEK �
NOT TO SCAIE 7
ROLS.
0 7�� �
EROSION CONTROL FABRIC
5
I
3'
1 MEfAL
STAPLE
1 � 4 1
2
�1 1
6' BEDDING ' A `o- �
�....._ � �
AGGREGNTE ' . o. p .._ O O �
7YPE A7 1
� 2' � � , ,.0.' .
� ' O ;°..0, �`' ". ' a .Q." D. . _0.
����.�—�����
18' RIPRAP � 4 . �
7YPE Ri
5
1
, T
, �
MEfAI �
� STAPLE
6' BEDDING
AGGREGATE
TYPE At
0
i EROS�ON CAMROL
� �
�I
1 ��
STAPLE
6' BEDDMG
AGGREGA7E
7YPEA7
i � 4 �
,
,
� °•° � �
7 � ' .D. O
� U_b' O __:. ..'Q ..D:._�Oc_. i
L��������
18' RIPRAP � 4 . �
TlFE R1
�----- DISTANCEVqft1ES ---�
� MATCH EXISTMG �
CREEKBQTTOM
3' 3'
� 1
— NON-WOVEN CEO7EXTILE
� 4 � i
2 �ef��
�7�
�
� 1
� 4' � 18' RIPRAP
7YPE Ri
H7
� �
��
METAL �
STAPLE
6' BEDDING
AGGREGATE
TYPE At
NOTE: EXCAVATE WASTE 70 DEPTH REQU{F2Ep
TO tNSTALL PERMANENT EROSION CONiROLS.
RIPRAP EROSION CONTROL DE7AIL - BATTLE CREEK �
NOi70 SCALE 7
�
EROSION CONTROL FABRIC
D�-57e a
�
APPENDIX F
SEEDING SPECIFICATIONS
issn ni�
percentage by weight and percentages of purity, germinafion, amount of seed purchased, origin
and date of harvest, and weed seed for each species.
C. Fertilizer Certificate: At least 14 days prior to placing fertilizer, submit certificate wnfianing
conformance with recommendafions provided by iaboratory based on topsoil analysis.
D. Brosion Contro181anket: At (east 14 days prior to delivering erosion wntrol blanket, subcnit
manufacturer producE data and detivery, handling, storage, installation, and repair methods.
1.5 CLOSEOUT SUBMITTALS
�
A. Maintenance Data: Include main#enance instructions, cutting mefhod, and maximum grass -
height; types, applicarion frequency, and recommended coverage of fertiiizer.
1.6 QUALiTY ASSUIZANCE
A. Perform work of this Secrion in accordance with State Standard.
B. Provide seed mixture in weatherproof wntainers showing percentage of seed mix, year of
producfion, net weight, date of packaging, and location of packaging.
1.7 QUALIFICATIONS
A. Seed Producer: Established vendor capable of providing adequate seed quality and quantifies.
B. Fertilizer: Established vendor capable of providing adequate fertilizer quality and quanrities.
C. Installer Qualifications: Company specializing in installing and planting the plants with 3 years �
documented experience and approved by nursery. Seeding work shall be performed by or under
khe visual superoision of personnel experienced in prairie restoraHon or native grass seeding and -
familiar with the methods necessary ro ensure the likely success of native plantings.
1.8 DELIVERY, STORAGE, AND HANDLING •
A. Deliver gmss seed mixture in original sealed water proof containers bearing seed Supplier s label
and certificate indicating the content of species, grade, and mass. Seed in damaged packaging
will be rejected. Label containers showing:
1. Analysis of seed mixture.
2. Percentage of pure seed.
3. Percentage of weeds.
4. Year of producrion.
5. Net weight. ' ,
19819{31) t° 2 SEWING
d�-�a-
6. Date when tagged and location.
7. Percentage germination.
S. Name and address of distributor.
�
B. Deliver fertilizer in waterproof bags showing weight, chemical analysis, and name of
manufacturer.
C. Deliver mulch and erosion control agent in moisture-proof containers showing manu£achzrer,
content, and net weight (air dry).
D. Deliver erosion wntrol blankets in a rolled mat form protected with an outer waterproof wrap
bearing manufacturer's label indicating product name.
E. Store materials in accordance with manufacturer's instructions and in a manner to prevenY
damage or deterioration.
F. Remove from the Site seed which has become wet, moldy, or otAerwise damaged in transit or
storage.
G. Store seed in weatherproof enclosures.
1.9 ENVIRONMENTAL REQUIREMENTS
A. Do not apply materiais over snow, ice, frozen ground, or standing water.
110 SEQUENCING AND SCHEDULING
A. Schedule topsoil piacing to permit seeding operarions under optimum conditions during normal
planting seasons.
PART 2 PiZODUCTS
21 SEED MIXTURE
A. Suppliers:
1. Prairie Restorarion, Inc.; Princeton,. MN.
2. Mohn Seed Co.; Cottonwood, MN.
3. Prairie Moon Nursery; Winona, MN.
4. Prairie Ridge Nursery; Mt. Horeb, VJI
B. Mixfure of the following: Grass seed shail meeE Minneso#a DepartmenY of TransporEafion
specifications for seed mixture 250GR (modified) and seed mixture 310NWT. The seed mix shall'
isa�sni> 3 ssEnmic
wnsist of 70 percent ZSOGR (modified) }ry!cveight and 30 percent 31QNW'T by weight, applied at
1001b./acre. Further seed mixture detait..�are provided below:
C All seed varieties shall originate from Minnesota, North Dakota, South Dakota, or Wismnsin
unless otherwise approved.
D. All narive legutne seed shall have Ueen pr�inoculated with the proper bacterial culture for the
particular legume species and in the manner and time fraine specified by the manufacturer. '
iss�s �p 4 srEOmlc
�7-�,��
�
E. All seed shall conform Eo the requirements of the IatesY seed laws of the State, and shall be
properly tagged. Pay particular attenrion to weed seed #olerances. All"tags shall be submitted.
F. Seed shall be stored in a dark area at a temperature no higher than 60 degrees F and a relative
humidity beriveen 20 and 40 percenE. Seed shall be protected from mechanical, chemical, and
animai damage until planting and during the planting operations.
22
A.
2.3
A.
B.
2.4
A.
2.5
A.
MULCHING MATERIAL
SEate of Minnesota Department of Transportation Type 1 mulch.
FERTTLIZER
Granular form, dry, free flowing, and free from lumps.
Recommended for grass, with 50 percent of the elemenYs derived from organic sources.
WATER
Ciean, fresh, and free of any contaminants and substances or matter which could inhibit
germination and vigorous growth of grass.
EROSION CONTROL BLANKET
The following products or equivaient are acceptable:
Product
C350
2.6 ACCESSORIES
A.
PART 3
3.1
A.
3.2
A.
79819{it)
Turf Reinforcement Motting
Manufacturer
North American Green
Erosion Control Blanke# Staples: U-shaped and constructed of wire with a diameter of at least
0.1 inch with legs at least 6 inches long and 1 inch apart.
EXECUTION
EXAMINATION
Verify that prepared soil base is ready to receive work of this Section.
l
SEEDING
Seed and Planting Bed: Prior to seeding and planting:
5
•I�C
1. � If ner�ry apply a non-selective, non-residual post�mergence herbicide 3abeled for this
us� '?he label shall be submitted for review at least three days prior to the con#emplated
date�f application. The application shall be perEormed in compliance with the herbicide
label and state and federal regulatians concerning pesticide applicarion certifica8on.
2. Apgroximately 2 weeks after the herbicide applicarion, the seed and planting bed shall be
prepared by loosening topsoil to a maxunum depth of 3 inches prior to instailarion of the
seed and plants.
3. Prior to placement of seed, rake the area Yo remove rocks and debris and provide a smooth
and uniEorm sur#ace.
4. Inspect the seed and planting area to assure it is.in acceptable condition for seeding.
B. Planting Season
1. Spring Planting Season: Seeding dates shall be from May 1 to June 30.
2. Fall Planting Season: September i5 to November 15.
C. Sowing Seed:
1. Native Grass:
a. The Narive Grass Seed Mixture shall be sown by means of a Truax type seed drill,
100 pounds per acre. Seed shall be sown approximaYely 1/8 to 1/4 inch deep and no
deeper than'/z inch. The drill shall be calibrated at half the appropriate seeding rate
and each area shall be drilled twice to heip ensure an even distribution. All drill
seeding shail be done at a right angle to surface drainage.
b. The seeded area shall then be dragged with a section of chain link fencvtg and rolled
with a Cultipacker.
2. Areas unsuitable for mechanical seeding shall be broadcast seeded by hand at lOQ pounds
per acre. Seed mix will be frequently agitated to keep different sized and textured seeds
from separating out. Seed shall be broadcast tcvice over each area Yo help ensure an even
distriburion. The seeded area shall be hand-raked or dragged with an implement to #he
extenY necessary #o cover a majority of the seed with 1/8 to 1/4 inch of soil and rolled with
a roller of not less than 100 pounds.
D. Mulching.
1. Mulch the seed bed immediately after seed has been applied with Type 1 mulch on seeded
areas not receiving erosion control blanket. Mulch shall be applied according to State
Standard Specification 2575.3F1.
a. Type 1 mulch shall be disc anchored according to State Standazd Specification 2575.3
F3�
E. Fertilizing:
1. Apply fertilizer prior to seeding.
196N (ll) b sEEDING
� I J �� �
2. Apply after smooth raking of topsoil and prior to roller compaction.
3. Do not apply fertilizer at same time or with same machine used to apply seed.
4. Mix thoroughly into upper 2 inches of topsoil.
5. Lightly water to aid the dissipation of fertilizer.
3.3 EROSION CONTROL BLANKEI'S
A. Cover seeded slopes with erosion confrol blankets to form a continuous mat.
B. Install erosion control blankets and anchor in accordance with manufacturer's instructions.
C. Lay blankets smoothly on surface, bury top end of each secrion in 6-inch deep excavated topsoil
trench. Provide 12-inch overlap of adjacent rolis and stapie. Backfill trench and rake smooth,
level with adjacent soIl.
D. Place 1 row of staples along each edge of the blanket. For blanket widths of 3 feet place
1 additional row down the center. For blanket widths of 4 feet to 7 feet equally center
2 addirional rows across the full width of the blanket. Space non-perimeter sYaples along each
row at intervals of 5 feet maximum. In adjacent rows, eveniy stagger staples to one another.
E. Secure outside edges and overlaps at 36-inch intervals with stakes.
F. Lightly dress slopes with topsoii M ensure close contact between fabric and soil.
G. At sides of ditches, lay fabric laps in direction of water flow. Lap ends and edges minimum
6 inches.
H. For piacement in ditchlines, unroll erosion control blankets parallel to the centerline of the ditch.
Blankets unrolled parallel to the centeriine shall extend a minimum of 3 feet up the front and back
slopes. Langitudinal joints behveen adjoining blankets shal] not be within 12 inches of the
centerline of the ditch. Stagger end joints of adjacent blankets.
The placement and stapling of erosion control blankets shail follow application of seed and
fertilizer on the same day. However, erosion control blanket piacement and stapling may
precede appllcation of seed and fertilizer when the condition of the soil warrants an iminediate
erosion control measure.
3.4 pVERLAP
A. Seeding and mulching, temporary cover, and erosion control blanket shall overlap adjoining
vegetarion by 12 inches.
END OF SECIYON
19SJ9 (31) 7 SEEDING