HomeMy WebLinkAbout5.5 Motion to waive the rule requiring two readings of an ordinance and adopt AN ORDINANCE PROHIBITING THE USE OF GROUNDWATER AS A POTABLE WATER SOURCE NEAR 1590 SOUTH ELMHURST ROAD.Item Cover Page
wubject Motion towaive1 readings
of • adopt
PROHIBITING THE USE OF GROUNDWATER AS A
POTABLE WATER SOURCE NEAR 1590 SOUTH
ELMHURST ROAD,
2=�
March
1 A' MEETING OF
.01ROSPECT VILLAGE BOARD
BP Products North America (13P) the former operators of a gasoline filling station
1590 • • •; have petitioned the Village fr groundwater use
restriction ordinance. The requested ordinance would restrict the use of
groundwater as a drinking water source near the site. 0
BP seeks
. accommodations to satisfyIllinois• wProtection
Agency (IEPA) requirements for a "No Further Remediation" (NFR) letter. An NFR
letter will formally resolve a leaking underground storage tank (LUST) incident
associated site's• aswigasoline
station.
Attached foryour ' _ _ _ wmemorandumDennisWalshat Klein,,
Thorpe, w Jenkins, LTD. explaining implicationsof ordinance
and • - •executionof w" companionenvironmental
Also attached is an engineering review from the Village's environmental
consultant, Dan w'/ _ from Engineering. Caplice recommends
broadening and clarifying the area included in the groundwater use restriction
1
*rdinance. He also recommends executing a Highway Authority Agreement (HAA).
However
,, the Village has no ownership interest in the Dempster or Elmhurst Road
rights-of-way and, therefore, lacks sufficient legal standing to execute such Wit
`l ! _
Enclosed you will also find the Corrective Action Completion Report prepared by
BP"s environmental• . . • submitted to the IllinoisEnvironmental
Protection Agency (IEPA). This report concludes that the site has satisfied IEPA
LUST Tiered Approach to Corrective Action (TACO) clean-up objectives and is
6igible for an NFR determination.
CountyThe requested ordinance would prohibit the use of groundwater as a drinking
water source for the entire site as well as a portion of Dempster Street (a Cook
/. ofTransportationand Highways roadway)s' •Elmhurst Road
restriction(an Illinois Department of Transportation Roadway). The use restriction would also
apply to portions of adjacent privately -owned property next to the former BP gas
station site (""Kohl"s" parking lot) as well as portions of privately -owned properties
on the south side of Dempster Street (Oak Terrace Apartments)
Presently, all Mount Prospect properties in the proposed groundwater use
.. are serviced by .! of •unt Prospect potable water
iistribution system or the Illinois American water system. A plat of surveyA
ittached to the ordinance document depicts ! area.
mirrorThe recommended environmental indemnity agreement between BP and the
Village of Mount Prospect protects the Village from costs and claims that may arise
from any actual or perceived role facilitating contaminated soil at or near the site.
As an example, the provisions of the indemnity agreement provide a means to
recover excess costs for soil disposal if Village crews excavated in the
contaminated area to repair underground utilities. Essentially, these protections
• proffered •
Similar controls have been utilized in the past to protect the public and help
commercial properties remain viable. In this instance,, the soil and groundwater
contamination left in place poses no health concerns, does not change the use of
impacted properties, and the proposed groundwater use restriction will not impact
Rny existing public or
ordinanceAlternatives
1. Pass an i i
Road -
2. Authorize it indemnity i
2
America for LUST incident at 1590 South Elmhurst Road.
I Action at the discretion of the Village Board.
Staff recommends that the Village Board pass an ordinance restricting the use of
groundwater as a potable water source at and near 1590 South Elmhurst RoadR
Staff also recommends that the Village Board authorize an environmental
indemnity agreement with BP Products North America for this site.
ATTACH P4ENTS:
EnvirOnmenta Undem n ity Aoreernent1590-South—Elmhurst-Road. pdf
Groundwater Use Restriction Ordinance Exhibit _ Plat OfBUrvey-pdf
KT] Review Letter_ 1590 South Elmhurst Road-pdf
201207 Mt. Prospect Limited Area CSVVC)rdinance-pdf
310148 Environmental Review Letter (O2-14-21).pdf
ILO586O21O112BPCACFl-ArnendedCAP Budget.pdf
This document prepared by:
Dennis G. Walsh
Klein, Thorpe and Jenkins, Ltd.
20 N. Wacker Drive — Suite 1.660
Chicago, Illinois 60606
For Recorder's Use Only
Dial
............ . . . . ..
This ENVIRONM ENTAL INDEMNITY AGREEMENT is entered into as of the day
of t 2017� by BP PRODUCTS NORTH AMERICA., INC. ("Indemni-tor") and the
VILLAGE OF MOUNT PROSPECT, Cook County, Illinois (the "Village").
0
A. WHEREAS, Indemnifor 'is the former owner of certain real property located at
1590 S. Elmhurst Road, Mount Prospect, Illinois ("Indemnitor's Property") and legally described in
E x hibi t A -, a n d
B. WHEREAS, a release to the environment of contaminants associated with a leaking
underground storage tank has occurred in the past at the Indemnitor's Property. As a result of said
0
release, the groundwater at the Indemnitor's Property contains detectable concentrations of
contamination. The groundwater 'Impacted by contamination may extend beyond the Indemnitor's
Property; and
C. WHEREAS, Indemnitor desires to limit any potential threat to human health from
groundwater impacted with the contaminants and has requested. that thelage enact a groundwater
ordinance ("Groundwater Ordinance") that prohibits the *Installation. of new groundwater wells for
potable water supply in an area adjacent to the Indemnitor's Property. The proposed Groundwater
Ordinance 'i's attached hereto as Exhibit-, B.
NOW, T HEREFOIkE, in consideration of the terms and covenants contained herein, an
other good and valuable consideration, the receipt and sufficiency of which are hereb
A.
acknowledged, the parties agree as follows-, I
1. This Ltmi'led Environmental Indemnity Agreement ("Agreement") is not biridin upo
9 upo
the Village until it is executed by the undersigned representative of the Village of Moun.t.Prospe
and, prior to execution., this Agreement constitutes an offer by Indemnaor. The duly authorize
representative of Indemnitor has signed this Agreement, and this Agreement is bindmg upo�
Indem-nitor, its successors and assigns. I
9
2. The Village agrees that it will adopt the Groundwater Ordinance provided, however, that
if the Village does not adopt the Groundwater Ordinance or rescinds the Groundwater Ordinance,
this Agreement shall be deemed null and void, and Indemnitor shall have no other remedy against
the Vitlwye. No breach by the Village, its agents, trustees, employees and its successors In interest
of a provision of this Agreement is actlonable in law or equity by Indemnitor against the Village,
and Indemnitor hereby releases the Village and Village Affi.liates (as defined below) from any cause
of action it may have agal.nst them arising under this Agreement or Environmental Laws (as defined
below), regulations or common law.
Specifically, Indemnitor knowingly waives and releases the Village a�nd/or Village Affiliates
from any and all claims, debts, dues and obligations, of every kind and. nature under the Illinois and
United States Constitutions as well as under any federal or state statutes or laws, including but not
limited to environmental laws related to the sub . ect matter of this Agreement. Indemnitor ffifther
waives all remedies (including those which. may be available under the Civil Rights Act) which are
available to it -for the violations of any of the terms of this Agreement, including but not limited to
the equitable remedy of specific performance, and agrees not to seek injunctive relief of any sort.
Indemnitor covenants not to sue the Village and/or Village Affiliates for a violation of any
provision or terms of this Agreement.
MF&A W�WHA
of
Indemnitor shall assume the expense of defending all suits, administrative proceedings and
disputes of any description with all persons, entities, political subdivisions or government agencies
arising out of the matters to be indemnified under s Agreement. In the event that the Village or
any of the Village Affiliates is/are named as a defendant(s) in any lawsuit arising out of the matters
to be indemnified under this Agreement, the Village and/or any of the Village Affiliates shall have
the right to choose the attorney(s) who �represent(s) them m said lawsuit, and the reasonable costs,
expenses and fees associated with said attomey(s) in relation to said lawsuit shall be paid by
Indemnitor pursuant to the indemnification prov�tstons heretn. Indemnitor shall pay, promptly upon
3885961 2
entry, any nonappealable order, Judgment or other final resolution of any claim or dispute artsmg
out of the matters to be ind-emn.ified. under this Agreement and shall pay promptly when due any
fines, penalties or agreed settlements arising out of the matters to be indemnified under this
Agreement. In the event that such payment ts not made, the Village or an.y Village.Affillate, at their
sole discretion, may proceed to file suit against the Indemnitor to compel such payment. Indemnifor
also agrees that it will not settle or compromise any action., suit or proceeding with the Village's
prior written consent, which consent shall not be unreasonably withheld.
In addition to the indemnity provided above, if the Village or Village Affiliates encounter
Hazardous Materials while working in, on or under or near the Indemnitor's Property (Including but
not limited to such areas as within municipal easements and/or Right -of -Ways) or encounter
Hazardous Materials migrating from Indemnitor's Property, the Village has the right to remove
contami[nated soil or groundwater from the area it is working and 'intends to do work and to dispose
of them as 'it deems appropriate not inconsistent with applicable Environmental Laws so as to avoid
causing a further release of the Hazardous Materials and. to protect human health and the
environment. If Hazardous Materials are found anywhere within the boundaries of the proposed
Groundwater Ordinance, there is a presumption that theHazardous Materials migrated from and are
attributable to the Indemnitor's, Property.
3895961 3
L
law
5. Any notice required or permitted to be given to either party shall be deemed to be
received by such party (i) three (3) days after deposit in the United States Registered or Certified
Mail, Return Receipt Requested, or (]*I*) one (1) business day after deposit with a nationally
recognized overnight delivery service guaranteeing next business day delivery, or (1'1'1*) upon
personal delivery to the party to whom addressed provided that a receipt of such delivery ts
obtained, or (I*v) on the same business day as transmitted and confirmed by telecopy provided that a
confirmation copy is concurrently deposited in United States Certified or Registered Mail., Return
Receipt Requested. Such notices shall be addressed to the parties at the following addresses.:
388596-1 4
If to Indemnitor: Jim L. Smitt
Contracts Manager
13PRemediation Management
201. Helios Way
Helios Plaza 6.370A
Houston, TX 77079
If to the Vi I la Village of MountProspect
—9
50 S. Emerson Street
Mount Prospect, IL 60056
Attn: Michael Cassady, Village Manager
Facsimile No.: (847) 392-6022
and with a cop Des to: Klein r Fhorpe and Jenk1ns,Ltd. Douglas S.Reinhart
20 North Wacker Drive - Suite 1660 Senior Counsel
Chicago, Illinois 60606-2903 BP Legal
Attn- Dennis G. Walsh 150 W. Warrenville Road
Facsimile No.: (312) 984-6444 Mail Code 200-1 W
Naperville, 111 not 60563
or to the parties at such other addresses or telecopy numbers as they may designate by notice to the
other party as herein provided.
6. This Agreement has been made and delivered in Illinois and shall be construed according
to and governed by the internal laws of the State of Illinois without regard to its conflict of law
rules. If any provision hereof shall be held invalid, prohibited or unenforceable Linder any
applicable laws of any appficable Jurisdiction, such invatidity, prohibition or unenforceability shall
be limited to such provision and shall not affect or invalidate the other prov�i&ions hereof or affect
the validity or enforceabilitv of such provision in any other jur�isdictton, and to that extent, the
provisions hereof are severable. Whenever possible, each provision of this Agreement shall be
interpreted in such a manner as to be effective and valid under applicable law.
7. Failure of the Village to reqwre performance of any provision of this Agreement shall not
affect the Village's right to require full performance thereof at any time thereafter, and the waiver by
the Village of a breach of any provision of this )-reement shall not constitute or be deemed a
or any other breach or nultify the effectiveness of such
wawer of a similar breach in the future,
provisions of t41s Agreement. The rights and remedies of the VflIage of this Agreement are
cumulative. The exercise or use of any one or more thereof shall not bar the Village from exemise
or use of any other right or remedy provided herein or otherwise provided by law, nor shall exerc�ise
or use of any right or remedy by the Village waive any other right or remedy. The parties are aware
of 42 U.S.C. §9607(e), and watve any rights they may otherwise have to assert that such statute
does not permit, or renders invalid, the waivers or indemnity provisions contained in this
Agreement.
8. This Agreement shall be binding upon the Indemnitor and the successors and assigns.
No transfer of Indemnitor's rights or obligations hereunder shall be made without the prior written
approval of the Village's Board of Trustees, which approval shall be with their reasonable
discretion.
388596-1 5
1�
9. 'r4is Agreement constitutes the entire agreement of the parties hereto with respect to the
subject matter hereof. This Agreement may not be amended, modified, revised, supplemented or
0
restated except by a wrifi.rig signed by each of the parties hereto. In construing t41s Agreement or
determi.ning the rights of the parttes hereunder, no, party shall be deemed to have drafted or created
this Agreement or any portion thereof.
10. Indemnitor will. pay and di.scharge all. reasonable costs, attorney's fees and expenses that
shall be made and incurred by the Village in enforcing the covenants and agreements of this
Agreement.
1. L The executing representatives of the parties to this Agreement represent and cefti.fy that
they are fully authorized to enter into the terms and conditions of this Agreement and to execute and
legally Nd that party to it.
IN WITNESS WHEREOF, the parties have executed thls'Umfted Environmental Indemnity Agreement as
of the day, month. and year first above written.
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Mr. Sean Dorsey
Director of Public Works
Village of Mount Prospect
1700 West Central Road
Mount Prospect, IL 60056
Dear Mr. Dorseyj
Wacker Drive, Ste 1660
Chicago, Illinois 60606-2903
T 312 984 6400 IF 312 984 6444
Re: Groundwater Ordinance
1590 S. Elmhurst Road
Mount Pro LSjne,ct,Illinois
15010 S. Ravinia Avenue, Ste 10
Orland Park, Illinois 60462-5353
T 708 349 3888 IF 708 349 1506
7 Northpoint Drive
Streator, Illinois 61364-1159
T 815 672 3116 F 815 672 0738
BP Products North America has asked the Village of Mount Prospect to adopt an
ordinance that would ban the use of groundwater wells within a certain limited area around the
s ite located at 1590 S. Elmhurst Road so that BP Products North America can obtain a No
I
Further Remediation Letter from the Illinois Environmental Protection Agency ("IEPA") using
the Tiered Approach to Cleanup Objectives with respect to this contaminated site.
As we discussed 'in the past, from a legal standpoint, if the Village of Mount Prospect was
to adopt an ordinance that would prohibit the use of groundwater as a potable water supply by
the installation or drilling of new wells by all parties, including the Village itself, the regulations
do not call for the Village to take any further action but, rather, places the burden on BP Products
North America for monitoring the Village's activities with respect to this ordinance. Simply put,
�from a legal perspective, the Village would not be required to take any further steps other than to
adopt (and presumably not modify or rescind) the groundwater ordinance. As noted however, no
new wells [netudi V`
�_Illw wellscould be placed in the groundwater ordinance area. BP
Products North America 'is seeking an ordinance that covers an area the area on the Exhibit.
Protection against future claims and contamination is provided to the Village through an
Environmental Indemnity Agreement. BP Products North America has agreed on behalf of
itself, 'its successors and assigns, at its sole cost and expense to indemnify, defend and hold the
Village and g
the Villae's former, current and future officials, trustees, officers, servants,
employees, agents, successors and assigns (collectively referred to as "Village Affiliates") both
in their capacities as Village representatives and as individuals, harmless from and against any
loss, actions, respons 1-bi li ties, obligations, liability, damage, claims, penalties, fines, injunctions,
s *ts, proceedings, disbursements or expenses arising under or relating to any environmental
ul
laws or any other liabilities which may be incurred by or asserted against any of the Village
0 a 0
Affiliates directly or indirectly, resulting or arising from, alleged to arise from, or caused by, in
whole or in part, from the presence of hazardous materials on, in or from BP Products North
America's property (*Including the groundwater thereunder) and/or any condition of any property
4583341-1
ifi
Mr. Sean Dorsey
Page 2
December 8, 2020
(including groundwater) or surface water alleged to have been caused from the presence of those
chemicals or substances which are or were commonly used at BP Products North America's
property and which are defined as hazardous, special or toxic materials, substances or waste
under any environmental law. In addition to this indemnity, if the Village encounters hazardous
materials while working in, on, under or near the BP Products North America property
(including but not li"ml*ted to such areas as within municipal easements and/or Right -of -Ways) or
encounters hazardous materials migrating from BP Products North America's property, the
Village has the right to remove the contaminated soil or groundwater from the area it is working
In and intends to do work and to dispose of those materials as it deems appropriate not
inconsistent with the applicable environmental laws so as to avoid causing a further release of
the hazardous materials and to protect human health and the environment. If asked, BP Products
North America will cooperate with the Village in the removal and disposal of such soil and
groundwater and will sign all necessary documents and manifests for the proper transportation
and disposal of the soil and/or groundwater.
Please let me know if you should have any questions, please do not hesitate to call me.
Very truly yours,
KLE1, THORPE AND JEN.IN S, LTD.
Dennis G. Walsh
458334l
13
ORDINANCE NO.
AN ORDINANCE PROHIBITING THE USE OF GROUNDWATER
AS A POTABLE WATER SUPPLY BY THE
INSTALLATION OR USE OF POTABLE WATER SUPPLY WELLS
OR BY ANY OTHER METHOD
WITHIN A CERTAIN AREA IN THE VILLAGE OF MOUNT PROSPECT
WHEREAS, certain properties in the Village of Mount Prospect, Illinois (the "Village")
have been used over a period of time for commercial/industrial purposes; and
WHEREAS, because of said use, concentrations of certain chemical constituents in the
groundwater beneath the Village may exceed Class I groundwater quality standards for potable
resource groundwater as set forth in 35 Illinois Administrative Code 620 or Tier 1 remediation
objectives as set forth in 35 Illinois Administrative Code 742; and
WHEREAS, the Village desires to limit potential threats to human health from
groundwater contamination while facilitating the redevelopment and productive use of properties
that are the source of said chemical constituents;
NOW, THEREFORE, BE IT ORDAINED, BY THE PRESIDENT AND BOARD OF TRUSTEES
OF THE VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS:
Section 1: Use of groundwater as a potable water supply prohibited.
The use or attempt to use groundwater from within the area depicted and legally
described on Exhibit A, attached hereto and made a part hereof, within the
Village of Mount Prospect, as a potable water supply, by the installation or drilling
of wells or by any other method is hereby prohibited. This prohibition expressly
includes the Village of Mount Prospect.
Section 2: Penalty
Any person violating the provisions of this ordinance shall be subject to a fine of
up to $750.00 for each violation.
Section 3: Definitions
"Person" is any individual, partnership, co -partnership, firm, company, limited
liability company, corporation, association, joint stock company, trust, estate,
political subdivision, or any other legal entity, or their legal representatives,
agents or assigns.
"Potable water" is any water used for human or domestic consumption, including,
but not limited to, water used for drinking, bathing, swimming, washing dishes, or
preparing foods.
14
Section 4: Repealer
All ordinances or parts of ordinances in conflict with this ordinance are hereby
repealed insofar as they conflict with this ordinance.
Section 5: Severability
If any provision of this ordinance or its application to any person or under any
circumstances is adjudged invalid, such adjudication shall not affect the validity
of the ordinance as a whole or of any portion not adjudged invalid.
Section 6: Effective Date
This ordinance shall be in full force and effect from and after its passage,
approval and publication as required by law.
AYES:
NAYS:
ABSENT:
Approved this day of
ATTEST:
Karen M. Agoranos, Village Clerk
, 2021.
Arlene A. Juracek, Village President
15
K -PLUS ENGINEERING SERVICES
Direct Dial: 312.207.5700
E -Mail: dan@kplus.com
February 14, 2021
Mr. Dennis G. Walsh
Klein, Thorpe and Jenkins, LTD.
Suite 17
150 10 South Ravinia Ave.
Orland Park, IL 60462-3162
Re: Former BP No. 5860
1590 S. Elmhurst Road
Mount Prospect, IL
LPC No. 0311985078 — Cook County
IEMA Incident #20031395
Dear Dennis,
As you requested, K -Plus reviewed the documents provided by you and the Village related to the
closure of an old LUST incident on the property in December 2003. The purpose of our review
was to evaluate the technical details pertaining to the current environmental condition of the
property and to determine if the proposed Ground Water Ordinance and Highway Authority
Agreement will adequately protect the Village and its residents.
During our review of the reports prepared by Arcadis and Parsons on behalf of BP, we found that
the reports were a thorough evaluation of the contamination as required by the Illinois LUST
regulations. However, we believe that the limits of the proposed Ground Water Ordinance are
probably not as protective of the Village and its residents as it should be.
Specifically, the proposed coverage area for the Ground Water Ordinance as shown in the attached
Figure 6 include the former BP site which is now used by Parkway Bank, a small portion of the
adjacent Kohl's property that is nearly 16 acres in size, the apparent full width of the Dempster
Avenue right-of-way immediately extending from the centerline of Elmhurst Road on the east to
a point approximately 240 or 250 feet west of the former BP site, and the parking lot of the
residential complex on the south side if Dempster.
ILLINOIS • INDIANA * ALABAMA • FLORIDA 9 312.207.1600 • WWW. KPLUS.COM
16
Mr. Dennis G. Walsh
Project No. 31014
February 14, 2021
Page 2 of 3
There are several problems that we see with the proposed area. First, the IEPA typically requires
a more exact definition of the boundaries covered by the ordinance so that there is no ambiguity.
The current figure does not provide the level of detail necessary. For example, where exactly are
the north or the west edges of the proposed covered area? The Institutional Controls Map provided
(Figure 6) does not define the covered area.
Secondly, the proposed Ground Water Ordinance area seems to encompass part of the Kohl's
parcel and part of the residential housing complex on the south side of Dempster Street. Again,
IEPA standards typically require that the entire parcel be covered by the proposed ordinance if any
part of it is covered; again, to eliminate any question regarding the boundaries of the coverage. As
an alternative, the State does allow a survey of the proposed area with an accompanying legal
description of the surveyed area to clearly detail the limits It would be our recommendation to
cover the entire Kohl's parcel and the entire residential apartment complex on the south side of
Dempster and not just portion of both or to provide a survey and legal decription of the propsed
area.
Our final recommendation regarding this proposal is that the Village require BP to enter into an
Agreement with BP regarding contaminated soil that may impact future work in the Dempster
Street right-of-way. This agreement is necessary, because contamination from the former gasoline
filling station was identified in Borings MW -8, MW -12, MW -13, and SB -4 along the south
property line of the BP property indicating that similar contamination is likely to be present in the
right-of-way. Additionally, modeling conducted on behalf of BP show that the contamination is
likely to migrate under the full right-of-way (Exhibit 9). Due to the presence of this contamination
above Illinois MAC standards, any future work on Village owned water, sewer, or other utility
lines in this right-of-way will be adversely impacted and any soil will require handling and disposal
as a non -hazardous contaminated material according to Illinois regulation.
This evaluation has been performed in conformance with all applicable legal requirements and
accepted practices prevailing in the environmental engineering and consulting industries. K -Plus, its
officers, and its employees have no present or contemplated interest in the property or the parties
involved. Our employment and compensation for preparing this report are not contingent upon any
action or event resulting from the analyses, opinions, observations, or conclusions, in or from the use
of, this report. The reported opinions and conclusions are unbiased, professional, and limited only by
the reported assumptions, qualifications, and conditions stated herein.
KO
www.kplus.com
17
Mr. Dennis G. Walsh
Project No. 31014
February 14, 2021
Page 3 of 3
If you have any questions concerning my evaluation, findings, or recommendations, please call me.
Sincerely,
K -PLUS ENGIN ERING SERVI S, LLC
p
a lel M. Caplice, P.E.
Attachments (2)
cc. S. Dorsey
KO
www.kplus.com
18
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PARKING LOT 1
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USED .OfL.UST: 1590 S. ELMHURST ROAD-.. I JIFFY
MT. PROSPECT, IL. 60056_ LUBE
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1500 S. ELMHURST ROAD Q
MT. PROSPECT, IL. 60056 I .
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Well Location -�
MW -12 W.
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22
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.�� Cb .C� groundwater concentration at MW -12 could
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DEMPSTER STREET potentially migrate and attenuate to meet
the Tier 1 remediation objectives is 67 -feet
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x 25% = 83 -feet - -
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Q soil concentration at E-18 could potentially
HAWTHORNE ASSOCATION .:� migrate and attenuate to meet the Tier 1
220 W. HAWTHORNE CIRC L U GRAF remediation objectives is 143 -feet
MT. PROSPECT, IL. 600 .I 80C
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The maximum modeled distance
x 25% = 178 -feet 315 DEMPSTER ST.
MT. PROSPECT, IL. 60056
The maximum modeled distance x
219% = 314 -feet JEWEL
_I_ I PARKING LOT
-
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20
LEGEND:
I
I
- - - - PROPERTY BOUNDARY
0 100' 200'
--- MUNICIPALITY BOUNDARY
GRAPHIC SCALE
AREA OF VILLAGE OF MOUNT
PROSPECT LIMITED
FORMER BP SERVICE STATION NO. 5860
GROUNDWATER ORDINANCE
1590 SOUTH ELMHURST
MOUNT PROSPECT, ILLINOIS
AREA OF CITY OF DES PLAINES
LIMITED GROUNDWATER
ORDINANCE
SOURCE:
GROUNDWATER ORDINANCES MAP
9=0 FORMER PUMP ISLANDS
THIS DRAWING IS
REFERENCED FROM
INSTITUTIONAL
CONTROLS MAP"
EXHIBIT
BY: PARSONS,
DATED: 9/17/2014,ARCADIS
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SCALE: 1"=125'.
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20
OAARCADIS for natural and
built assets
Mr. Steve Putrich
Illinois Environmental Protection Agency
Bureau of Land - #24
Leaking Underground Storage Tank Section
1021 North Grand Avenue East
Post Office Box 19276
Springfield, Illinois 62794-9267
Subject:
Limited Area Groundwater Ordinances
Former BP Station #5860
1590 South Elmhurst Road
Mt. Prospect, Illinois
LPC #0311985078 — Cook County
EMA Incident #20031395
Dear Mr. Putrich:
On behalf of BP Products North America, Inc. (BP), Arcadis U.S., Inc. (Arcadis) is
submitting this correspondence to the Illinois Environmental Protection Agency
(Illinois EPA) for the property located at 1590 South Elmhurst Road, in Mt.
Prospect, Illinois and legally identified as Parcel Identification Number
#08-14-403-024 (the Site).
Arcadis is working on coordinating ordinances with the Village of Mt. Prospect
and a City of Des Plaines. Arcadis has indicated to both municipalities that a
closure request had been prepared and would be submitted, for Illinois
Emergency Management Agency (IEMA) incident #20031395, that provides a
brief overview of historic activities that have occurred at the Site, a discussion of
additional assessment activities, and a review of exposure pathways and how
they have been excluded based on the application of institutional controls;
specifically, the requested potable groundwater ordinances.
Pursuant to 35 III. Adm. Code 742.1015 (Ordinances), certified copies of the
groundwater ordinances will be provided as soon as possible. Should an
appreciable delay occur, as a result of COVID-19 and related governmental
actions, Arcadis would request that a review waiver be issued to the Illinois EPA
to pushout its review deadline.
IL 05860 210112 BP Cover Letter
Arcadis U.S., Inc.
101 Creekside Ridge
Court
Suite 200
Roseville
California 95678
Tel 916.786.0320
Fax 916.786.0366
www.arcadis.com
ENVIRONMENT
Date:
January 12, 2021
Contact:
James M. Jacobsen, P.G.
Phone:
916.865.3144
Email:
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Our ref:
30013305.6A000. C
Page:
1/2
21
III r. Steve Ill utriiiclh
�H�IHinois EPA
Should you have any questions, please contact the undersigned.
Sincerely,
Arcadis U.S., Inc.
James M. Jacobsen, P.G.
Certified Project Manager
Copies:
Kurt Kuester, Parkway B&T Co.
Jim Smith, BP
File
aIrcadIs co IIIA"°iI
IL 05860 210112 BP Cover Letter
Page:
2/2
22
AARCADIS
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=buftt
turl and assets
Mr. Steve Putrich
Illinois Environmental Protection Agency
Bureau of Land - #24
Leaking Underground Storage Tank Section
1021 North Grand Avenue East
Springfield, Illinois 62794-9267
Subject:
Corrective Action Completion Report/Amended CAP Budget
Former BP Station #5860
1590 South Elmhurst Road
Mt. Prospect, Illinois
LPC #0311985078 — Cook County
EMA Incident #20031395
Dear Mr. Putrich:
On behalf of BP Products N.A., Inc. (BP), Arcadis U.S., Inc. (Arcadis) has
prepared this Corrective Action Completion Report/Amended Corrective Action
Plan (CAP) Budget (Closure Request) for Former BP Station #5860 located at
1590 South Elmhurst Road, in Mt. Prospect, Illinois (Site). A Site Location Map
and Local Area Map are provided as Figure 1 and Figure 2, respectively.
The Parsons -developed Corrective Action Plan dated September 22, 2014 (2014
CAP) was approved by the Illinois Environmental Protection Agency (Illinois
EPA) in a letter dated November 5, 2014 (Attachment 1). The 2014 CAP
presented Tier 1 and Tier 2 evaluations and recommended land -use restrictions
and institutional controls as final corrective actions.
This Closure Request provides a brief overview of historic activities that have
occurred at the Site, a discussion of additional assessment activities, and a
review of exposure pathways and how they have been excluded. Based on the
results of the pathway evaluations and the application of institutional controls, the
objectives of the Parsons -developed 2014 CAP have been achieved. Pursuant to
35 III. Adm. Code 734.345, the owner/operator has outlined the institutional
controls necessary to protect human health and the environment in order to
request a No Further Remediation (NFR) determination from the Illinois EPA. A
complete list of the institutional controls for Illinois Emergency Management
Agency (IEMA) incident #20031395 (unleaded gasoline) are outlined herein. At
IL 5860 201211 BP CACR-Amended CAP Budget
Arcadis U.S., Inc.
101 Creekside Ridge
Court
Suite 200
Roseville
California 95678
Tel 916.786.0320
Fax 916.786.0366
www.arcadis.com
ENVIRONMENT
Date:
December 11, 2020
Contact:
James Jacobsen, P.G.
Phone:
916.865.3144
Email:
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Our reference:
30013305.6A000. C
Page:
1/19
23
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this time, Arcadis, on behalf of BP, requests issuance of an NFR letter for IEMA incident #20031395
(unleaded gasoline).
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As reported in the Delta -developed 45 -Day Report dated November 5, 2003, a Phase II Environmental
Site Assessment (ESA) was completed on September 12, 2003. The Phase II ESA included the
completion of seven soil borings, collection of soil and groundwater samples and subsequent laboratory
analysis of the soil and groundwater samples. Soil and groundwater samples were submitted under
chain -of -custody protocol to First Environmental Laboratories, Inc., of Naperville, Illinois. The soil
samples were analyzed for benzene, toluene, ethylbenzene, total xylenes (BTEX) and methyl tertiary
butyl ether (MTBE) using USEPA Method 5035/8260. In addition, one soil sample (SB -1) was also
analyzed for polynuclear aromatics (PNAs) using USEPA Method 8310. The groundwater samples were
analyzed for BTEX/MTBE using USEPA Method 8260 and one groundwater sample (MW -5) was also
analyzed for PNAs using USEPA Method 8310. Laboratory analysis of soil samples collected during the
Phase II ESA indicate that concentrations of benzene exceed the most restrictive Tier 1 remediation
objectives of 35 III. Adm Code 742, Appendix B — Table A (Tier 1 Soil Remediation Objectives for
Residential Properties), Table B (Tier 1 Soil Remediation Objectives for Industrial/Commercial
Properties). Laboratory analysis of the groundwater samples collected during the Phase II ESA indicate
concentrations of benzene exceed the most restrictive Tier 1 remediation objectives of 35 III. Adm. Code
742, Appendix B — Table E (Tier 1 Groundwater Remediation Objectives for the Groundwater Component
of the Groundwater Ingestion Route) and Table H (Tier 1 Soil Gas and Groundwater Remediation
Objectives for the Indoor Inhalation Exposure Route — Diffusion and Advection). Therefore, a suspected
release was reported to I EMA on September 22, 2003, and incident #20031395 was assigned.
The location of the Site is located on the United States Geological Survey 7.5 -topographic map of the
Arlington Heights Quadrangle, Township 41 North, Range 11 East, Section 14 (Figure 1). The area in the
immediate vicinity of the Site is mixed commercial and residential use (Figure 2).
Site features include a one-story building and drive-thru canopy. One 10,000 -gallon capacity unleaded
underground storage tank (UST), one 8,000 -gallon capacity unleaded gasoline UST, one 6,000 -gallon
capacity unleaded gasoline UST, and one 550 -gallon capacity used oil UST were excavated and
removed from the site on December 1 and December 2, 2003.
The Site is comprised of one parcel (Cook County Parcel Number 08-14-403-024-0000) and is
approximately 0.61 acres in size. The area surrounding the Site is relatively flat at an approximate
elevation of 660 feet above mean sea level (AMSL) and is located on Elmhurst Road in Mt. Prospect,
Cook County, Illinois. The Site is accessed by main vehicular entrances along Dempster Street and
Elmhurst Road. A map illustrating the Site and utilization of the property is provided as Figure 3.
Based on Office of the State Fire Marshal (OSFM) and Cook County records, this Site was owned and
operated by BP from approximately 1975 to 2003. Post -2003, the Site transferred ownership to Parkway
B&T Company Trust. Currently, the Site, legally identified as Parcel Identification Number
IL 5860 201211 BP CACR-Amended CAP Budget
Page:
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24
1hdiil IIID e �llioi°' e,l
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08-14-403-024-0000, is an active Parkway Bank facility. The projected post -remediation use of the Site is
anticipated to remain commercial.
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As presented in the Parsons -developed 2014 Site Investigation and Characterization Report (SICK)
approved by Illinois EPA in a letter dated March 28, 2014 (Attachment 1), multiple soil investigations
have been completed since 2003. Soil samples were collected for laboratory analysis of BTEX/MTBE.
The BTEX/MTBE soil analytical data are illustrated on Figure 4. Soil BTEX/MTBE analytical data are
summarized in Table 1. Soil geotechnical and geophysical parameters are summarized in Table 2.
In general, soil concentrations have been sufficiently characterized to determine the nature and extent of
impacts. Specifically, soil impacts are delineated to the north by boring SB -1, to the east by E-16, to the
south by MW -813, and to the west by SB -2. Additionally, the approximate extent of the soil impacts is
illustrated on Figure 5. Copies of the soil boring logs are provided in Attachment 2.
As presented in the Parsons -developed 2014 SICR approved by Illinois EPA in a letter dated
March 28, 2014 (Attachment 1), groundwater monitoring events have been completed on a periodic
basis since 2003. Groundwater samples were collected for laboratory analysis of BTEX/MTBE.
Recently, Arcadis performed a groundwater monitoring event to evaluate the current groundwater
conditions. On April 30, 2020, Arcadis gauged and sampled monitoring wells MW -8, MW -9, MW -10,
MW -11, MW -12, MW -13, and MW -15 for laboratory analysis of BTEX/MTBE via USEPA Method 8260B.
The April 30, 2020 groundwater monitoring data and groundwater flow direction are illustrated on
Figure 6. The groundwater gauging data is summarized in Table 3. The groundwater BTEX/MTBE data
are summarized in Table 4. Copies of the groundwater analytical laboratory reports and analytical
certifications are provided as Attachment 3.
In general, groundwater concentrations have been sufficiently characterized to determine the nature and
extent of the groundwater plume. Specially, groundwater is delineated to the north by MW -10, to the east
by MW -11, to the south by MW -15, and to the west by MW -9 and MW -13. Additionally, the approximate
extent of groundwater impacts is illustrated on Figure 7.
The Site surface consists of asphalt and concrete pavement and grass. The shallow subsurface consists
of gravel and sand fill from approximately 1 to 2 feet below ground surface, that is underlain by silty clay
extending to a depth of approximately 16 feet below ground surface, the maximum depth explored.
Discontinuous lenses and/or layers of sand and silt are present within the shallow soil profile at soil
borings SB -1, SB -3, SB -7, and MW -13.
A review of the Quaternary Deposits of Illinois, scale 1:500,000 (Lineback, 1979), indicated that shallow
soils were classified as being a part of the Wadsworth Till Member of the Wedron Formation. According to
Wedron and Mason Groups: Lithostratigraphic Reclassification of Deposits of the Wisconsin Episode,
IL 5860 201211 BP CACR-Amended CAP Budget
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'ihd''' D i Ie''''ioll, , LI
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Lake Michigan Lobe Area (Handel and Johnson, 1996), the Wadsworth Till Member consists of clay -rich
gray tills of the Valparaiso, Tinley, and Lake Border Moraines. More specifically, calcareous, gray, fine
textured diamicton that contains lenses of sorted and stratified sediment, which his predominately clay,
silt, and fine sand. Wadsworth diamicton, generally, pebbly, silty clay, contains less than 10% to 15%
sand. The Wedron Formation generally consists of mostly gray clayey and silty clayey till with minor
contributions of pebbles and cobbles. Copies of the soil boring logs and monitoring well construction
diagrams are provided in Attachment 2.
J liiiii „ &iliq��]V.
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Hydrogeologic and hydrologic conditions at the Site were assessed in accordance with the provisions
established in 35 III. Adm. Code 620.210 (Class I: Potable Resource Groundwater). Generally, should
groundwater be located 10 -feet or more below the land surface and meet one of the other provisions,
presented as follows, the groundwater is considered Class I: Potable Resource Groundwater; otherwise,
one of the other groundwater classifications must be considered:
• The depth to groundwater at the Site is less than 10 -feet below ground surface;
however, there is potential for hydraulic connection to groundwater deeper than
10 -feet. This was determined based upon the following observations:
o Depth to groundwater as measured during the most recent gauging
event on April 30, 2020 ranged between 2.45 feet (at MW -15) and 4.53
feet (at MW -9) below top of casing. The average depth to groundwater
across the week network was determined to be 3.83 feet below top
casing. Groundwater gauging data are provided in Table 2.
o A review of soil boring logs indicates depth to groundwater, as
documented during characterization activities, ranging between 8 feet at
soil boring SB -1 completed September 1, 2000, and 16 feet at soil boring
OW -4 completed on April 25, 1989. Copies of the soil boring logs are
provided in Attachment 2.
• As presented herein, the geology does not consist of unconsolidated sand,
gravel, or sand and gravel, which is 5 -feet or more in thickness and that contains
12% or less of fines. Copies of the soil boring logs are provided in Attachment 2.
• As presented herein, the geology does not consist of unconsolidated sandstone
which is 10 -feet or more in thickness, or fractured carbonate which is 15 -feet or
more in thickness. Copies of the soil boring logs are provided in Attachment 2.
• On October 29, 2009, slug tests were performed on MW -11 and MW -13. The
slug test data was analyzed using Bouwer and Rice (1976) and Bouwer (1989)
methods. The hydraulic conductivity values, as determined from MW -11 and
MW -13 are 2.54 x 10-7 centimeters/second (cm/s) and 1.524 x 10-5 cm/s,
respectively. Per Freeze and Cherry (1979), the hydraulic conductivity values are
consistent with values for glacial till, silt, and silty sand. Copies of the hydraulic
conductivity calculations are provided in Attachment 4.
Based upon site-specific, regional geological, and hydrogeological information, the groundwater does not
meet the provisions of 35 III. Adm. Code 620.220 (Class II: General Resource Groundwater), 35 III. Adm.
IL 5860 201211 BP CACR-Amended CAP Budget
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1hdiil e �llioll, e,l
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Code 620.230 (Class III: Special Resource Groundwater), or 35 III. Adm. Code 620.240 (Class IV: Other
groundwater); therefore, the Site is classified as Class I based on the provisions of 35 III. Adm. Code
620.210 (Class I: Potable Resource Groundwater).
In accordance with 35 III. Adm. Code 742.320, the Groundwater Ingestion Exposure Route cannot be
excluded if the source of the release is located within the minimum or maximum setback zone of a
potable' water supply or within a regulated recharge area. Maps and tables showing the location of the
community water supply wells, other potable wells, setback zones, regulated recharge areas, and
wellhead protection areas were provided in the Delta -developed 45 -day Report, dated November 5, 2003.
A review of the water supply well survey indicated that no potable well records were located within 2,500 -
feet of the Site.
To confirm, Arcadis accessed the Illinois EPA Source Water Assessment Program (SWAP) mapping tool
in October 2020. Illinois EPA implemented the development of SWAP to assist with wellhead and water
shed protection of public drinking water supplies. Arcadis reviewed several layers; specifically, Illinois
Stage Geological Survey Database Wells, Community Water Supply (CWS) wells, and Non -CWS Wells.
The review indicates there are no potable well records were located within 2,500 -feet of the Site.
Per the Village of Mt. Prospect 2019 Annual Water Quality Report, the Village purchases drinking water
from City of Chicago; however, the Village does maintain five potable wells (WL00930 through WL00934)
for emergency use. Per the Illinois EPA Source Water Assessment Program Factsheets, the City of
Chicago's water supply is sourced solely from Lake Michigan. The drinking water purchased by the
Village is processed the Jardine Water Purification Plant and distributed via the Northwest Suburban
Municipal Joint Action Water Agency.
Based on this evidence, it can be reasonably determined that no potable wells are currently being used in
the vicinity of the Site and that the neighboring properties are connected to municipal services and that
they are not using groundwater2 for potable purposes.
In accordance with 35 III. Adm. Code 742, Subpart E (Tier 1 Evaluation), a Tier 1 evaluation was
performed by comparing concentrations of constituents of concern in the soil and groundwater to
remediation objectives provided in 35 III. Adm. Code 742, Appendix B — Table A (Tier 1 Soil Remediation
Objectives for Residential Properties), Table B (Tier 1 Soil Remediation Objectives for
Industrial/Commercial Properties), Table E (Tier 1 Groundwater Remediation Objectives for the
Groundwater Component of the Groundwater Ingestion Route), and Table H (Tier 1 Soil Gas and
Groundwater Remediation Objectives for the Indoor Inhalation Exposure Route — Diffusion and
Advection). For each constituent, the controlling Tier 1 remediation objective for soil and groundwater
corresponds to the most stringent remediation objective for the pathway under consideration. For the
1 Potable means generally fit for human consumption in accordance with accepted water supply principles and
practices.
2 Groundwater means underground water which occurs within the saturated zone and geologic materials where the
fluid pressure in the pore space is equal to or greater than atmospheric pressure.
Page:
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1hdiil 1111 e �llioll, e,l
111111111(D SIIII��
purposes of this Tier 1 evaluation, concentrations representative of the source area corresponds to the
maximum concentration for each constituent detected in the impacted media.
In accordance with 35 III. Adm. Code 742, Subpart F (Tier 2 General Evaluation) and Subpart G (Tier 2
Soil and Soil Gas Evaluation), the Tier 2 evaluation for soil consisted of developing site-specific
remediation objectives for the exposure route under consideration. The developed Tier 2 remediation
objectives were then compared to the maximum concentrations of constituents of concern detected in the
impacted media to determine if exceedances were present.
In accordance with 35 III. Adm. Code 742, Subpart F (Tier 2 General Evaluation) and Subpart H (Tier 2
Groundwater Elevation), the Tier 2 evaluation for groundwater consisted of modeling concentrations of
constituents of concern detected in the impacted media to the Tier 1 Class I remediation objectives.
uum ,,sumo um°pVVi' iuu �wr uu� iiiii pmo Vum Vum uumiu� um um uuu�„ a pum �uum um
11111 °t����u'�� 111111 P°° 11111111111 111111 t ���� ���� 111111 c 11111 111111 1111 ��� � t�
Prior to completing the Tier 1/Tier 2 evaluation for the exposure routes, the requirements of 35 III. Adm.
Code 742.305 and 742.320 were evaluated. The evaluation demonstrates compliance with the
requirements of 35 III. Adm. Code 742.305 and 742.320; therefore, permitting the exclusion of exposure
routes via institutional controls and land -use restrictions. An evaluation of the criteria outlined in 35 III.
Adm. Code 742.305 are provided as follows:
• The sum of the concentrations of all organic COC shall not exceed the attenuation
capacity of the soil as determined under 35111. Adm. Code 742.215.
As prescribed by 35 III. Adm. Code 742, Appendix C, Table D (RBCA Parameters), the default soil
attenuation capacity for soils within the top meter and below the top meter, as measured from the surface,
is 6,000 milligrams per kilogram (mg/kg) and 2,000 mg/kg, respectively. Based on a comparison of the
default soil attenuation capacity values to available data, it has been determined that the default soil
attenuation capacity has not been exceeded.
• The concentrations of any organic COC remaining in the soil shall not exceed the
soil saturation limit as determined under 35111. Adm. Code 742.220.
Concentrations of BTEX/MTBE at each discrete sampling point were compared to the default Soil
Saturation Limits as indicated in 35 III. Adm. Code 742, Appendix A, Table A (Soil Saturation Limits [Csat]
for Chemicals Whose Melting Point is Less Than 30°C). This comparison indicated that the default soil
saturation limits for BTEX was not exceeded. The BTEX/MTBE soil analytical data is summarized in
Table 1 and illustrated on Figure 4. A soil plume map, illustrating the physical extent of BTEX/MTBE
impacts is provided as Figure 5.
• Any soil which contains COC shall not exhibit any of the characteristics of
reactivity for hazardous waste as determined under 35111. Adm. Code 721.123.
As indicated herein, Arcadis is managing IEMA incident #20031395 (unleaded gasoline) associated with
the Site. The analytes found in unleaded gasoline do not exhibit the characteristics of reactivity for
hazardous waste, (e.g. reactivity due to water and/or explosive), as defined under 35 III. Adm. Code
721.123.
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• Any soil which contains COC shall not exhibit a pH less than or equal to 2.0 or
greater than or equal to 12.5, as determined by SW -846 Method 904OB: pH
Electrometric for soils with 20% or greater aqueous (moisture) content or by SW -
846 Method 9045C: Soil pH for soils with less than 20% aqueous (moisture) content
as incorporated by reference in 35111. Adm. Code 742.210.
As indicated herein, Arcadis is managing IEMA incident #20031395 (unleaded gasoline) associated with
the Site. IEMA incident #20031395 (unleaded gasoline) is associated with refined petroleum
hydrocarbons; therefore, free hydrogen ions are not anticipated and preexisting soil or water pH at the
Site should remain relatively unaffected by the release.
• Any soil which contains COC in the following list of inorganic chemicals or their
salts shall not exhibit any of the characteristics of toxicity for hazardous waste as
determined by 35 Ill. Adm. Code 721.124: arsenic, barium, cadmium, chromium,
lead, mercury, selenium or silver.
As indicated herein, Arcadis is managing IEMA incident #20031395 (unleaded gasoline) associated with
the Site. The analytes associated with unleaded gasoline do not include arsenic, barium, cadmium,
chromium, lead, mercury, selenium or silver.
• if COC include polychlorinated biphenyls (PCBs), the concentration of any PCBs in
the soil shall not exceed 50 parts per million as determined by SW -846 Methods.
As indicated herein, Arcadis is managing IEMA incident #20031395 (unleaded gasoline) associated with
the Site. The analytes associated with unleaded gasoline do not include PCBs.
• The concentration of any COC in soil gas shall not exceed 10% of its Lower
Explosive Limit as measured by a hand held combustible gas indicator that has
been calibrated to manufacturer specifications.
Soil gas at the Site has not been screened utilizing a handheld combustible gas indicator. A review of the
groundwater analytical data in comparison to the solubility criteria published in 35 III. Adm. Code 742,
Appendix C — Table E (Default Physical and Chemical Parameters), suggests that the concentration of
any constituent in soil gas would not exceed 10% of its Lower Explosive Limit.
• The corrective action measures have been completed to remove any free product
to the maximum extent practicable.
Free product observations have not been reported during the early action, characterization, or corrective
action efforts associated with IEMA incident #20031395 (unleaded gasoline).
Tier 1 Evaluation
Soil analytical data was compared to the Tier 1 remediation objectives for the Ingestion Exposure Route.
The results of the evaluation indicate that concentrations of BTEX/MTBE are below the most stringent
remediation objectives for the pathway; therefore, further evaluation is not warranted. The BTEX/MTBE
soil analytical data is summarized in Table 1.
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1hldllll IIID e'llin'III°'S IILl'
ilii (D ilii SII
Pilo's 11 UP,1,1 ��RO, Lite
Benzene 6.2 E-4 6-8 12 100
Toluene 11 E-4 6-8 16,000 410)000
25300
410,000
Ethyl benzen e 30 MW -8 4-5 7;800 2003000 20,000
Xylenes (total) 95 E-18 2-3 16,000 4103000 41,000
MTBE 2.6 E-6 6-8
NOTES:
1. mg/kg indicates milligrams per kilogram
2. feet bgs indicates feet below ground surface
3. bold indicates concentration exceeds the Tier 1 remediation objective(s)
uuu����m°��11 III���� iiiiii� iiiiir�� IIIIII �� �°° liiiii I�����III����, iiiii�� 111111111111111111111�� "luliul IIIII�I � ��iiiim � iiiiii SII 111111'°��°�� �°°� IIIIII� �I� � ���,,
780 20, 000 2, 000
Soil analytical data was compared to the Tier 1 remediation objectives for the Outdoor Inhalation
Exposure Route. The results of the evaluation indicate that concentrations of benzene at E-1 (6-8'), E-2
(6-81)7 E-3 (6-85)5 E-4 (6-87), E-5 (6-85)5 E-6 (6-87)7 E-7 (6-87)7 E-8 (6-87), E-18 (2-3)), MW -8 (4-5)), MW -12
(4-5) and MW -13 (5-6') exceed the residential remediation objective. Additionally, the concentrations of
xylenes (total) at E-4 (6-8') and E-18 (2-3) exceeds the construction worker remediation objective. As
such, further evaluation of the Outdoor Inhalation Exposure Pathway is warranted and subsequently
provided. The BTEX/MTBE soil analytical data is summarized in Table 1.
uuuu uuum uu° m� �� uuu uuuuum 'il p��.my���� eipi���i �� ��� uuu mu ����� puum pi��� umill uum � eipi���i eipi��� �� ��� uuu iu" uuuuuuu "VIII °' uuoll II i����um�, � w�' um lum
ate
i��
VIII iiiii iiiii 111111 Ilu 111111 iii 'll�I iiiii SII tl�� iiiii 111111 IIIIII'll 111111 �iiiii VIIIIL11114�II,L u� iiiii 111111 pIIIIILI illi
Benzene
6.2
E-4
6-8
0.8
1.6
2.2
Toluene
11
E-4
6-8
650
650
42
Ethylbenzene
30
MW -8
4-5
400
400
58
Xylenes (total)
95
E-18
2-3
320
320
5.6
MTBE
2.6
E-6
6-8
8,800
8,800
140
NOTES:
1. mg/kg indicates milligrams per kilogram
2. feet bgs indicates feet below ground surface
3. bold values indicate concentration exceeds remediation objective(s)
Tier 2 Evaluation
Pursuant to 35 III. Adm. Code 742, Subpart G (Tier 2 Soil and Soil Gas Evaluation), the Tier 2
remediation objectives based on mass -limit considerations were developed using SSL Equations. Copies
of the Soil Screening Level (SSL) calculations were provided in the Parsons -developed 2014 CAP.
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1hdiil IIID e �llioll, e,l
ili1 o SIIII��
�u�IIIIV"'mm ��������������������� Vuuuu pug uu � ��mm �mu��� � � ��iill I yw ������� � uu�� u�i uuo�il Vm
�t ����1111 �°t' oiiiri O � �t�t�o�ii 111111 IIIIII � ���������� � IIIIII ����������� �°t' iiiii � IIIIII�������������� ������� °:IIIII���� ������� ilii 111111 �����. ���������� i�������i e
Benzene 6.2 E-4 6-8 4.63 7.75 201
Xylenes (total) 95 E-18 2-3 3201 3201 3202
NOTES:
1. mg/kg indicates milligrams per kilogram
2. feet bgs indicates feet below ground surface
3. bold values indicate concentration exceeds remediation objective(s)
4. 1 indicates the Tier 1 value was utilized for the comparison
5. 2 indicates the Tier 2 value was less stringent than the Tier 1 soil saturation limit; therefore, the soil saturation limit was utilized
for the comparison
Outdoor Inhalation Exposure Route Exclusion
Based on the Tier 2 evaluation completed by Parsons (Parsons, 2014), it has been determined that the
concentrations of benzene at soil sample location E-3 (6-8'), E-4 (6-8'), and MW -12 (4-5') exceed the
Tier 2 residential remediation objective; therefore, the following institutional controls and land -use
restriction have been proposed to exclude the Outdoor Inhalation Exposure Route as required by 35 III.
Adm. Code 742, Subpart J (Institutional Controls):
• An industrial/commercial land -use restriction will be accepted as part of the NFR
letter to restrict the property from being redeveloped for residential use in the
future.
In addition, it will be noted in the NFR letter that any contaminated soil and/or groundwater that is
removed, excavated, or disturbed from the property must be handled in accordance with all applicable
laws and regulations.
Tier 1 Evaluation
Groundwater analytical data from the most current groundwater sampling event were compared to the
Tier 1 remediation objectives for the Indoor Inhalation Exposure Route. The Tier 1 diffusion and advection
remediation objectives from 35 III. Adm. Code 742, Appendix B — Table H (Tier 1 Soil Gas and
Groundwater Remediation Objectives for the Indoor Inhalation Exposure Route — Diffusion and
Advection) were utilized for the comparison. Based upon the Tier 1 evaluation, it has been determined
that concentration of benzene at monitoring well MW -12 exceeds the Tier 1 residential remediation
objective. As such, further evaluation of the Indoor Inhalation Exposure Pathway is warranted and
subsequently provided. The BTEX/MTBE groundwater analytical data is summarized in Table 4.
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1hdiil IIID e �llioll, e,l
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uuuu uuum uu° m �° uuuuum 'il li' �w", w, �� ��� uuu w u� uu u„ � m��� mm uuu uu uuuuum '°il �° uu ������� � um uu iwo�p uu
VIII iiiii iiiii 111111 111111 t 1 tioiii 111111 i qt oo iii 111111 IIIIII 111111 t t iiiii 111111 �� iii iiiii VIII ii of its
Benzene 0.653 4/30/20 MW -12 0.11 0.41
Toluene <0.00027 4/30/20 MW -12 530 530
Ethylbenzene 0.0537 4/30/20 MW -12 0.37 1.4
Xylenes (total) 0.0218 J 4/30/20 MW -12 30 93
MTBE 0.104 4/30/20 MW -12 11900
• .11
NOTES:
1. mg/L indicates milligrams per liter
2. feet bgs indicates feet below ground surface
3. bold values indicate concentration exceeds Tier 1 remediation objective(s)
4. J indicates estimated concentration above the adjusted method detection limit and below the adjusted reporting limit
Indoor Inhalation Exposure Route Exclusion
Pursuant to 35 III. Adm. Code 742.110 (Overview of Tiered Approach), to complete the Tier 1 evaluation
of the Indoor Inhalation Exposure Route, the groundwater class, the land use classification, human
exposure routes at the Site, and if appropriate, pH, must be known.
As discussed herein, the groundwater classification is Class I: Potable Resource Groundwater. The land
use is commercial and anticipated to remain commercial post-NFR issuance. The Tier 1 Indoor Inhalation
Exposure Route evaluation indicates concentrations of benzene at monitoring wells MW -12 that exceed
the Tier 1 residential remediation objective; however, are below the Tier 1 industrial/commercial
remediation objective. Therefore, an additional assessment relative to the Indoor Inhalation Exposure
Route is not recommended.
Pursuant to 35 III. Adm. Code 742.505 (Tier 1 Soil, Soil Gas and Groundwater Remediation Objectives),
reliance on 35 III. Adm. Code 742, Appendix B, Table H (Tier 1 Soil Gas and Groundwater Remediation
Objectives for the Indoor Inhalation Exposure Route — Diffusion and Advection) requires application of
institutional controls in accordance with 35 III. Adm. Code 742, Subpart J (Institutional Controls). In order
to exclude the Indoor Inhalation Exposure Route, the following institutional controls and land -use
restrictions are proposed:
• An industrial/commercial land -use restriction will be accepted as part of the NFR
letter to restrict the property from being redeveloped for residential use in the
future.
• A concrete slab -on -grade or full concrete basement with no sumps requirement,
in accordance with 35 III. Adm. Code 742.500(c)(1), is currently used at the Site.
In addition, provisions of 35 III. Adm. Code 742.500(c)(1) will be used for any
future development at the Site.
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ilii (D SIIII��
• Installation and operation of a building control technology (BCT) for the area
surrounding monitoring well location MW -12, as illustrated on Figure 8, for any
future building prior to human occupancy.
In addition, it will be noted in the NFR letter that any contaminated soil and/or groundwater that is
removed, excavated, or disturbed from the property must be handled in accordance with all applicable
laws and regulations.
S, 0ii11 m u mi uuo m uu a u„ iiia IIVu i poop pm um�����i a uu i u��� uu m�. a uu uuu uuuil uuuuuum '°VIII °" luuoiil �Ium uuu �h
Soil analytical data is compared to the Tier 1 Class I remediation objective for the Soil Component of the
Groundwater Ingestion Exposure Route. The results of the evaluation indicate that the concentrations of
benzene, ethylbenzene, and MTBE exceed the Tier 1 Class I remediation objectives. As such, further
evaluation of the Indoor Soil Component of the Groundwater Ingestion Exposure Route is warranted and
provided subsequently. The BTEX/MTBE soil analytical data is summarized in Table 1.
ta�tiiiiiiiii Sol C� iii i l IIpoimiiii�t ��� VIII��� ]ie
Benzene 6.2 E-4 6-8 0.03
Toluene 11 E-4 6-8 12
Ethylbenzene 30 MW -8 4-5 13
Xylenes (total) 95 E-18 2-3 150
MTBE 15 E-18 2-3
NOTES:
1. mg/kg indicates milligrams per kilogram
2. feet bgs indicates feet below ground surface
3. bold values indicate concentration exceeds Tier 1 remediation objective
4. < indicates less than
Tier 2 Evaluation
0.32
Pursuant to 35 III. Adm. Code 742, Subpart H (Tier 2 Groundwater Evaluation), the Tier 2 remediation
objectives based on mass -limit considerations were developed using SSL Equations. As indicated in the
Parsons -developed 2014 CAP, leachate concentrations, using Equation S28, were calculated to
determine if any concentrations would appreciably leach to groundwater at a concentration exceeding the
Tier 2 Class I remediation objectives. Based on this evaluation, concentrations of benzene at E-1 (6-87),
E-2 (6-8y)7 E-3 (6-85), E-4 (6-8y)7 E-5 (6-81), E-6 (6-8y)7 E-8 (2-31)7 MW -12 (4-5') and MW -13 (5-6') exceed
the Tier 2 Class I remediation objective. As such, further evaluation of the Soil Component of the
Groundwater Ingestion Exposure Route is warranted.
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Illhdllll IIID e �Illlioll, e,l
ilii (D SIIII��
M, iiiijil�l�ll���ill
Benzene 6.2 E-4 6-8 1.57
Ethylbenzene 30 MW -8 4-5 62.87
MTBE 15 E-18 2-3 4.4
NOTES:
1. mg/kg indicates milligrams per kilogram
2. feet bgs indicates feet below ground surface
3. bold values indicate concentration exceeds remediation objective(s)
4. MTBE indicates methyl tertiary -butyl ether
In order to further evaluate the Soil Component of the Groundwater Ingestion Exposure Route,
concentrations of benzene and MTBE that appreciably leach to groundwater were modelled using Risk
Based Corrective Action (RBCA) Equation R26 to assess the maximum potential extent of soil
concentrations leaching to groundwater and evaluate sufficiency of the proposed institutional controls
necessary to exclude this exposure route. Concentrations were modeled to the Class I predominant
groundwater flow direction to assess the maximum potential extent of groundwater contamination and the
sufficiency of the institutional controls necessary to exclude the exposure route. A summary of the
predicted compliance distances are as follows:
i � I I I �i tl i �i p I I II IIVi III I it Illi II p I iii
��� II 111111 � 111111 I�ii� ��� I� �IVI I�ii� iii � � I � �� 111111 Iii � I� ISI �� I� II I� � IIIIII�
��IIIII���������� IIIIII��������������� IIS � � �� � � � iiiii� � iiiiii � �� iiiii � IIIII� ����� iiiiil � iiiiil � � VIII � �� � iiiii �� i�� � iiiiil II �� � � iiiii iiiii� � � � �� iiiiii iiiiil IIIII��������������� ��I ��. �� � � �� iiiii 111111 II�� � �� � � VIII � ��� � � ���
Benzene
1.9
E-1
6-8'
<1
Benzene
2.3
E-2
6-8'
<1
Benzene
4.7
E-3
6-8'
<1
Benzene
6.2
E-4
6-8'
<1
Benzene
3.4
E-5
6-8'
<1
Benzene
2.6
E-6
6-8'
<1
Benzene
<3
E-18
2-3'
<1
Benzene
4.8
MW -12
4-5'
<1
Benzene
1.69
MW -13
4-5'
<1
MTBE
<15
E-18
2-3'
143
NOTES:
1. mg/kg indicates milligrams per kilogram
2. feet bgs indicates feet below ground surface
3. < indicates less than
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ilii (D SIIII��
A figure illustrating the predicted maximum potential extent that benzene and MTBE concentrations could
migrate and attenuate to meet the Tier 1 Class I remediation objectives is provided as Figure 5. Copies
of the SSL and RBCA calculations were provided in the Parsons -developed 2014 CAP.
Soil Component to the Groundwater Ingestion Exposure Route Exclusion
In order to exclude the Soil Component of the Groundwater Ingestion Exposure Route, the following
institutional controls and land -use restrictions are proposed:
• A limited area groundwater ordinance with Village of Mt. Prospect and the City of
Des Plaines that covers the Site and immediate surrounding properties and
rights-of-way to restrict the current and future potable use of groundwater.
In addition, it will be noted in the NFR letter that any contaminated soil and/or groundwater that is
removed, excavated, or disturbed from the property must be handled in accordance with all applicable
laws and regulations.
Groundwater analytical data was compared to the Class I remediation objectives for the Groundwater
Ingestion Exposure Route. The results of the evaluation indicate that the concentrations of benzene exceed
the Class I remediation objective at monitoring well location MW -12. As such, further evaluation of
Groundwater Ingestion Exposure Route is warranted and subsequently provided. The BTEX/MTBE
groundwater analytical data is summarized in Table 4.
Benzene
0.653
4/30/20
MW -12
0.005
Toluene
<0.00027
4/30/20
MW -12
1
Ethylbenzene
0.0537
4/30/20
MW -12
0.7
Xylenes (total)
0.0218 J
4/30/20
MW -12
10
MTBE
0.104
4/30/20
MW -12
0.07
NOTES:
1. mg/L indicates milligrams per liter
2. bold values indicate concentration exceeds Tier 1 remediation objective
3. J indicates estimated
Tier 2 Evaluation
In order to further evaluate the Groundwater Ingestion Exposure Route, concentrations of benzene that
exceed the Tier 1 Class I remediation objectives were modeled using RBCA Equation R26 to assess the
maximum potential extent of the groundwater contamination and the sufficiency of the institutional
controls necessary to exclude the exposure route. A summary of the predicted compliance distances are
as follows:
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Illhldllll IIID e Illllhln'III°' ell
ili1 o Ilii SII
W pI
6���������t IIII�11�� � tits iri �i� iiiii iiiii lt� Im t� iiiii 111111 l Il�ill������ �u �� ��ll ����iiiiii �I iiiii l IIIIII��������������� � I������� ��II I������ iiiii 111111 �I � �II��Iw ll�� VIII o d 111111 ������ll�� tt VIII II������ ii ��� � ����iiiiii iiiii IIIII������� hili� t.
t VIII �
Benzene 0.653 4/30/20 MW -12 54
MTBE 0.104 4/30/20 MW -12 67
NOTES:
1. mg/L indicates milligrams per liter
A figure illustrating the predicted maximum potential extent that the MTBE concentrations could migrate
and attenuate to meet the Tier 1 Class I remediation objective is provided as Figure 7. Copies of the SSL
and RBCA calculations were also provided in the Parsons -developed 2014 CAP. Additionally, updated
RBCA calculations are provided as Attachment 5.
Groundwater Ingestion Exposure Route Exclusion
In order to exclude the Groundwater Ingestion Exposure Route, the following institutional controls and
land -use restrictions are proposed:
• Limited area groundwater ordinances with Village of Mt. Prospect and the City of
Des Plaines that covers the Site and immediate surrounding properties and
rights-of-way to restrict the current and future potable use of groundwater.
In addition, it will be noted in the NFR letter that any contaminated soil and/or groundwater that is
removed, excavated, or disturbed from the property must be handled in accordance with all applicable
laws and regulations.
IIIV a uuuuuuull°I uum°uVl uuuulll I uuuuuuuum uuuum uuuuuuuum VI uuuuu uuuuu uuuum Ilm I uuuuu uuuuu IIIc a uuum IVI uuuuu uuuuu uuuuu uuuuu uuuuu uuuuu Ilm Ilm I IIVI ul uuuuu uuuuu uuuum IIIc I
III,
III�IIIIIIIIIIIIIIIII m Iglu"'' IIIIIIIIIIIIIIIIII m Iglu"' �IIIIIII m Iglu"''
uuuuuVll Iloumlu IIVI IuuuuWlllul"� "'111111 uuuuuuu uuum ��
I VI V III I nnm II ILII" I ul II II I�" II II I � a II I ul
IWC, I I u ul � uuuuuuuuuu uuuuulll uuuuuuuuu,dl uuuuulll IIu ul uuuuuuuuuu IWC, uuuuuuuuuu a ul IW, I I I I m ul � ell uuuuuul IIu ullllu" dl�� uuuuuuuuu I I IWC. III III uuuuuuuuu m ul
Vuuuum uuu uum uuu VuuuuV Vuuuum uuu uum � Vuuuum uuum uuu
Information and evaluations have been provided in the form of a corrective action plan to evaluate human
health, safety, and the environment as it relates to IEMA incident #20031395 (unleaded gasoline).
Arcadis proposes exclusion of the applicable exposure routes pursuant to 35 III. Adm. Code 742,
Subpart C (Exposure Route Evaluations). Exclusion of the exposure routes are based upon the following
institutional controls and land -use restrictions:
• An industrial/commercial land -use restriction will be accepted as part of the NFR
letter to restrict the property from being redeveloped for residential use in the
future.
• A concrete slab -on -grade or full concrete basement with no sumps requirement,
in accordance with 35 III. Adm. Code 742.500(c)(1), for the current and future
utilization of the Site.
• Limited area groundwater ordinances with Village of Mt. Prospect and the City of
Des Plaines that covers the Site and immediate surrounding properties and
rights-of-way to restrict the current and future potable use of groundwater.
In addition, it will be noted in the NFR letter that any soil and groundwater removed, or excavated from, or
disturbed at the Site will be handled in accordance with all applicable laws and regulations.
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36
ili1 o SIIII��
A signed Property Owner Summary Form (the Acknowledgement) is required prior to the issuance of an
NFR letter. The Acknowledgement identifies the proposed institutional controls, land -use restrictions and
site description (legal description and real estate tax/parcel index number). This form must be submitted
with the request for an NFR letter. A signed Acknowledgement from the authorized representative of the
property owner, Parkway B&T Co., indicating the institutional controls and land -use restrictions detailed
herein for the property commonly known as 1590 S. Elmhurst Rd., in Mt. Prospect, Illinois (Cook County
Parcel Number 08-14-403-024-0000) is provided in Attachment 6.
ilii ei 111111 °tiiii ti ri d aIt iii
Pursuant to 35 III. Adm. Code 742.1015(b)(5), in order for the Owner/Operator to rely on an Illinois EPA
approved potable groundwater ordinance as an institutional control, copies of the draft written
environmental notifications must be provided to Illinois EPA for review and approval (Attachment 7).
Arcadis has identified several property owners, within the modeled extents of the contamination and
within the Village of Mt. Prospect's groundwater ordinance. These owners, identified below, will receive
an environmental notification letter regarding the Owner/Operator's reliance on the ordinance as an
institutional control.
• Property Owner: IDOT, 2300 South Dirksen Parkway, in Springfield, Illinois
62764 (Property Description: Elmhurst Road [Illinois Route 83])
• Property Owner: Cook County Department of Transportation and Highways, 69
West Washington Street, 24th Floor, Chicago, Illinois 60602 (Property
Description: Dempster Street])
• Property Owner: Parkway B&T Co., 4800 N. Harlem Ave., Harwood Heights,
Illinois 60706 (Property Description: 1590 S. Elmhurst Rd., Mt. Prospect, Illinois
60056 [08-14-403-024-0000] )
• Property Owner: 24 Mount Prospect LLLP, 1040 N. Halsted, Suite A, Chicago,
Illinois 60642 (Property Description: 1500 S. Elmhurst Rd., Mt. Prospect, Illinois
60056 [08-14-403-030-0000 (formerly 08-14-403-027-0000)])
• Property Owner: Hawthorne Association, 3516 W. Yorkshire Dr., McHenry,
Illinois 60051 (Property Description: 220 W. Hawthorne Circle, Mt. Prospect,
Illinois 60056 [08-23-201-078-0000])
• Municipality whom enacted the ordinance: Village of Mt. Prospect, 50 South
Emerson Street, Mt. Prospect, Illinois 60056
In accordance with 35 III. Adm. Code 742.1015(c), once the NFR letter is issued, the environmental
notifications will be submitted to the aforementioned parties. Written proof that the environmental
notifications were submitted to the identified parties will be provided to the Illinois EPA within 45 -days of
the NFR letter issuance.
IL 5860 201211 BP CACR-Amended CAP Budget
Page:
15/19
37
1hdiil IIID e �llioll, e,l
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liiiii° �����1
���
Pursuant to 35 III. Adm. Code 742.1015(b)(5), in order for the Owner/Operator to rely on an Illinois EPA
approved potable groundwater ordinance as an institutional control, copies of the draft written
environmental notifications must be provided to Illinois EPA for review and approval (Attachment 7).
Arcadis has identified several property owners, within the modeled extents of the contamination and
within the City of Des Plaines' groundwater ordinance. These owners, identified below, will receive an
environmental notification letter regarding the Owner/Operator's reliance on the ordinance as an
institutional control.
• Property Owner: IDOT, 2300 South Dirksen Parkway, in Springfield, Illinois
62764 (Property Description: Elmhurst Road [Illinois Route 83])
• Property Owner: Cook County Department of Transportation and Highways, 69
West Washington Street, 24th Floor, Chicago, Illinois 60602 (Property
Description: Dempster Street])
• Property Owner: Graham Enterprise 157, 750 Bunker Ct., #100, Vernon Hills,
Illinois 60061 (Property Description: 800 Elmhurst Rd., Des Plaines, Illinois
60016 [PIN #08-23-201-022-0000])
• Property Owner: 1 BLDG LLC, 15941 S. Harlem Ave., #108, Tinley Park, Illinois
60477 (Property Description: 315 Dempster St., Mt. Prospect, Illinois 60056 [PIN
#08-23-201-023-0000])
• Municipality whom enacted the ordinance: City of Des Plaines, 1420 Miner Street
Des Plaines, Illinois 60016
In accordance with 35 III. Adm. Code 742.1015(c), once the NFR letter is issued, the environmental
notifications will be submitted to the aforementioned parties. Written proof that the environmental
notifications were submitted to the identified parties will be provided to the Illinois EPA within 45 -days of
the NFR letter issuance.
IL 5860 201211 BP CACR-Amended CAP Budget
Page:
16/19
38
1hdiil IIID e �llioll, e,l
ili1 o SIIII��
uuuuuVllm"' uoiilll���iiii I luu� uuuuullllVu� IIVu uummi� uuuuuuumlm uuumulll uuuuuuul IVuuuull uuummll IVuulu� uuuuuuumlm uuuuuuuuuu
The attached budget reflects professional labor costs that have not been captured in a budget or exceed
previous budget approvals. Specifically, the budget reflects professional services associated with
coordinating the remaining institutional controls and secure the Property Owner Summary Form (the
Acknowledgement). A summary of the corrective action amounts requested are as follows:
$0.00
Drilling and Monitoring Well Costs
$917.92
Analytical Costs
$0.00
Remediation and Disposal Costs
$0.00
UST Removal and Abandonment Costs
$17367.82
Paving, Demolition, and Well Abandonment Costs
$207754.01
Consulting Personnel Costs
$127.53
Consultant's Material Costs
$237167.28
Total
Illinois EPA Budget and Budget Certification Forms are provided as Attachment 8. A copy of the Office of
the State Fire Marshal Eligibility and Deductibility Letter for IEMA incident #20031455 (unleaded gasoline)
is provided as Attachment 9.
As presented herein, Arcadis coordinated an additional groundwater monitoring effort to update,
supplement, and complete evaluations presented in the Parsons -developed 2014 CAP, that was
approved by the Illinois EPA in a letter dated November 5, 2014 (Attachment 1). In accordance with 35
III. Adm. Code 734.345, this Closure Request has been prepared and submitted to document the
complete implementation of the corrective actions and request Illinois EPA consider that the proposed
corrective actions and evaluations are sufficient to protect human health, safety and the environment.
Upon receipt of the NFR letter, Arcadis will record it at the County Recorder's office, submit the
environmental notifications pursuant to 35 III. Adm. Code 742.1015(b)(5), and coordinate the
abandonment of the monitoring well network. Within 30 days of recording the NFR letter, a copy of the
recorded NFR letter and copies of the environmental notifications and certified mail receipts will be
submitted to Illinois EPA. A copy of the Illinois EPA Corrective Action Completion Report form is provided
as Attachment 10.
IL 5860 201211 BP CACR-Amended CAP Budget
Page:
17/19
39
IIIVdII IIID [ e Illhollli''"
IIII IIID°� (liii SIIII��
Should you have any questions, please do not hesitate to contact the undersigned.
Sincerely,
Arcadis U.S., Inc.
4
James M. Jacobsen, P.G.
Certified Project Manager
Enclosures:
Figures
1 Site Location Map
2 Local Area Map
3 Site Map
4 Soil Analytical Data Map
5 Soil Plume Map
6 Groundwater Monitoring Map April 2020
7 Groundwater Plume Map
8 Institutional Controls Map
9 Groundwater Ordinances Map
Tables
1 Soil Analytical Data — BTEX/MTBE
2 Geophysical and Geotechnical Data
3 Groundwater Gauging Data
4 Groundwater Analytical Data — BTEX/MTBE
Attachments
1 Illinois EPA Correspondences
2 Soil Boring Logs and Monitoring Well Construction Diagrams
3 Groundwater Laboratory Analytical Report
4 Hydraulic Conductivity Calculations
5 RBCA Calculations and Spreadsheets
6 Illinois Property Owner Summary Form
7 Draft Environmental Notifications
8 Illinois EPA Budget and Certification Forms
9 OSFM Eligibility and Deductible Letter
10 Illinois EPA Corrective Action Completion Report Form
IL 5860 201211 BP CACR-Amended CAP Budget
Page:
18/19
40
1hdiil e �llioll, e,l
ilii (D SIIII��
References
• Bouwer, H. and R.C. Rice. A Slug Test for Determining Hydraulic Conductivity of
Unconfined Aquifers with Completely or Partially Penetrating Wells, dated 1976
• Bouwer, H.. The Bouwer and Rice Slug Test — An Update, dated 1989
• Delta. 45 -Day Report dated November 5, 2003
• Freeze, R.A., & J.A. Cherry. Groundwater. Englewood Cliffs, N.J.: Prentice -Hall, dated
1979
• Handel, A. and Johnson, W. Hilton. Wedron and Mason Groups: Lithostratigraphic
Reclassification of Deposits of the Wisconsin Episode, Lake Michigan Lobe Area, Illinois
Stage Geological Survey, Bulletin 104, dated 1996
• Lineback, J.A.. Quaternary Deposits of Illinois: Champaign, IL., Illinois State Geological
Survey, scale 1:500,000, dated 1979
• Parsons. Corrective Action Plan, dated September 22, 2014
• Parsons. Site Investigation Completion Report, dated March 3, 2014
IL 5860 201211 BP CACR-Amended CAP Budget
Page:
19/19
41
42
Table 1. Soil Analytical Data - BTEX/MTBEGFX t'u a u«u w
lig
� 0a'l and
Former BP Station #5860 ` CA D
1590 S. Elmhurst Rd.
Mt. Prospect, Illinois
0.03
12
13
150
0.32
0.17
29
19
150
0.32
12
16,000
7,800
16,000
780
100
410,000
200,000
410,000
20,000
0.8
650
400
320
8,800
1.6
650
400
320
8,800
2,300�
"I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""II ...............
410,000
20,000
"I'l""I'll""I'll'll""I'll""I'll",'ll""I"ll""I���������������ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll'I
41,000'l""I'll""I'll'll""I'll""I'll",'ll""I'll""I'll'll""I'll""I'll""II
2,000
2.2
42
58
5.6
14
800 580 II 350 280 II 8,400
580 l 290 l 150 l 110 l 11,000
SB -1
..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
9/12/2003
5-6
<0.002
<0.005
<0.005
<0.005
<0.005
SB -2
9/12/2003
5-6
<0.002
<0.005
<0.005
<0.005
<0.005
.....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
SB -3
9/12/2003
5-6
0.161
<0.005
0.968
0.0108
0.0892
...................................................................................
SB -4
9/12/2003
5-6
0.746
<0.005
0.901
0.772
0.0092
..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
SB -5
.....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
9/12/2003
6-8
0.0436
<0.005
<0.005
<0.005
0.0273
SB -6
..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
9/12/2003
6-8
<0.002
<0.005
<0.005
<0.005
<0.005
SB -7
.....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
9/12/2003
1-3
<0.002
<0.005
<0.005
<0.005
<0.005
SB -8
..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
10/2/2012
4-5
<0.005
<0.005
<0.005
<0.005
<0.005
SB -9
.....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
10/2/2012
2-4
<0.005
<0.005
<0.005
<0.005
<0.005
E-1
..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
12/1/2003
6-8
1.9
<0.27
23
0.8
<7.3
E-2
.....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
12/1/2003
6-8
2.3
0.13
0.78
1.3
<0.63
E-3
..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
12/1/2003
6-8
4.7
0.15
0.9
2.1
<0.6
E-4
.....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
12/1/2003
6-8
6.2
11
3.2
16
<0.3
E-5
....E-6..................................................................................12/1/2003
12/1/2003 ..................................�-8.....................................2.6.................................0.75......................................0..1.6..........................................0..8.................................2.6........
6-8
3.4
0.062
0.14
0.88
0.38
.....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
E-7
...................................................................................
12/1/2003
6-8
0.95
<0.068
0.17
0.2
<0.34
E-8
..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
12/1/2003
6-8
1
<0.062
0.5
<0.19
<0.31
E-9
12/1/2003
2-3
<0.006
<0.006
<0.006
<0.018
NA
.....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
E-10
..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
12/1/2003
2-3
<0.006
<0.006
<0.006
<0.019
NA
E-11
.....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
12/1/2003
2-3
<0.006
<0.006
<0.006
<0.018
NA
E-12
..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
12/1/2003
2-3
<0.006
<0.006
<0.006
<0.018
NA
E-13
.....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
12/1/2003
5
<0.006
<0.006
<0.006
<0.018
NA
E-14
12/2/2003
2-3
<0.006
<0.006
<0.006
<0.017
<0.006
..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
E-15
12/2/2003
2-3
<0.005
<0.006
<0.006
<0.002
<0.006
.....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
E-16
..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
12/2/2003
2-3
<0.006
<0.006
<0.006
<0.002
<0.006
E-17
...................................................................................................................................................................
12/2/2003
2-3
<0.006
0.020
0.013
0.062
<0.006
E-18
12/2/2003
2-3
<3
<3
6.7
95
<15
IL 05860 201001 Data Tables 1/2
43
Table 1. Soil Analytical Data - BTEX/MTBE
Former BP Station #5860
1590 S. Elmhurst Rd.
Mt. Prospect, Illinois
W , - D � "r= 11 d
T07i el, Fol
Notes:
1. mg/kg indicates milligrams per kilogram
2. <0.0020 indicates value below laboratory reporting limit or method detection limit (as applicable)
3. bold indicates value above Tier 1 remediation objectives
4. bgs indicates below ground surface
IL 05860 201001 Data Tables
2/2
44
Table 2. Geophysical and Geotechnical Data
Former BP Station #5860
1590 S. Elmhurst Rd.
Mt. Prospect, Illinois
oil' �
� IIID"
GT -2 10/2/2012 2 - - 0.0176 -
Brownish gray
GT -3 11/5/2012 2-4 1.67 2.67 0.014 Silty Clay, trace
sand (CL)
Notes:
1. feet bgs indicates feet below ground surface
2. g/cm3 indicates grams per cubic centimeter
3. g/g indicates grams per gram
IL 05860 201001 Data Tables 1/1
45
Table 3. Groundwater Gauging Data
Former BP Station #5860
1590 S. Elmhurst Rd.
Mt. Prospect, Illinois
T*7jelFp][�R`�Iwbtfllt assets
zm'va,6�!' "Ar, I a d
Notes:
1. btoc indicates below top of casing
2. NM indicates not measured
3. AMSL indicates above mean seal level
4. NS indicates not surveyed
5. ND indicates not determined
IL 05860 201001 Data Tables 1/1
46
9/12/2003 NS NM NM ND
MW -1
MW -2
9/12/2003 NS NM... ...... .... ��"J�NM ND
MW -3
9/12/2003 NS NM NM ND
MW -4
9/12/2003 NS NM ...... . .NM ND
..... . . . .... . ... . ..... . . ... . . .. . ..... ..... .. ..... . . . . . . . . . . ...... . . . . . ...... .
MW -5
9/12/2003 NS NM NM ND
MW -6
9/12/2003 NS NM NM ND
MW -7
9/12/2003 NS NM...... ... . . .... J"'_NM ND
MW -8
11/11/2005
98.61
5.99
............... 14.08
92.62
2/8/2006
98.61 1
5.85
... 14.05
92.76
10/29/2009
98.61
5.27
14.14
93.34
10/8/2012
656.62
5.60
14.05
651.02
4/30/2,0,2,0,,,,,,,,,,,,,,,,,
656.,62.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
442
13.95
652.20 652,.,,20
MW -9
11 /11 /2005
98.76
5.97
15.04
92.79
2/8/2006
98.76 1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
5.73
14.82
93.,03,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
10/29/2009
98.76
5.13
,,,,,,...
14.48
93.63
10/8/2012
656.91
4.63
14.40
652.28
4/3/2013
656.91
5.64
14.40
651.27
4/30/2020
656.91
4.53
13.84
652.38
MW -10
11 /11 /2005
99.27
4.62
14.9.................................................................................... 0
94.65
2/8/2006
99.27
4.89
1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
14.95
94.,38,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
10/29/2009
99.27
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,............,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
( 4.19
14.87
95.08
10/8/2012
657.44
4.32
14.90
653.12
4/30/2020
657.44
2.95
14.86
654.49
MW -11
11/11/2005
98.77
10.40
14.91
88.37
2/8/2006
98.77
4.78
14.95
93., 99,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
10/29/2009
98.77
4.43
...
14.87
94.34
10/8/2012
656.88
4.49
14.90
652.39
4/30/2020
656.88
3.95
14.82
652.93
MW -12
11 /11 /2005
98.87
5.94
14.98
92.93
2/8/2006
98.87 1
5.86 �
15.04
93.01
10/29/2009
98.87
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
5.28
.........
14.94
93.59
10/8/2012
656.96
5.55
15.00651.41
. ................... ................................................................................................................................................
4/30/2020
656.96
4.34
14.80
652.62
MW -13
10/29/2009
NS
5.12
14.62
ND
10/8/2012
656.62(
4.95
14.65
............,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
65167
4/30/2020
656.62
4.18
14.53
652.44
MW -15
10/8/2012
656.69
3.61
11.15
653.08
11/9/2012
656.69
3.82
11.15
652.87
4/30/2020
656.69
2.45
11.15
654.24
Notes:
1. btoc indicates below top of casing
2. NM indicates not measured
3. AMSL indicates above mean seal level
4. NS indicates not surveyed
5. ND indicates not determined
IL 05860 201001 Data Tables 1/1
46
Table 4. Groundwater Analytical Data - BTEX/MTBE
Former BP Station #5860
1590 S. Elmhurst Rd.
Mt. Prospect, Illinois
T*7jelFp][�R`�Iwbtfllt assets
zm,va,6�!' "Ar, I a d
���������01111111
���II����
„
(III IIIIII IIIIIIIIII IIIIIIII (IIII IIII
(IIIIIIIIIIIIII IIIIIIIIII
IIIIIIII 1111111 IIII (IIIIIIIIIIIIIIIII
0.11
530
0.37
30
1,900
0.41
530
1.4
93
6,800
IIIIIIIIIIIIIIIII,
III
VVVVVVV
IIIIIIIIII IIII
IIIIIIIIIIIIIIIII
IIII
lllllllllllllllllllll
0.005
1
0.7
10
0.07
(IIIIII
(IIIIII (IIII
(IIIIIIIIII
(III (IIIIIIIIIIIIIIIII V� (IIIIIIIIIIIIII
IIIIIIIIIIIIII IIII
(IIIIII (IIII IIIIIIIIIIIIIIII
IIII IIII
IIIIII (IIIIIIII
0.025
2.5
1
10
0.07
II I p
<0.005
I
<0.005
pu
<0.005
III
<0.005
II
<0.005
MW -1
9/12/03
MW -2
9/12/03
<0.005
<0.005
<0.005
<0.005
<0.005
MW -3
9/12/03
<0.005
<0.005
<0.005
<0.005
<0.005
MW -4
9/12/03
0.0267
<0.005
<0.005
<0.005
<0.005
MW -5
9/12/03
<0.005
<0.005
<0.005
<0.005
<0.005
MW -6
9/12/03
<0.005
<0.005
<0.005
<0.005
<0.005
MW -7
9/12/03
<0.005
<0.005
<0.0050
<0.005
<0.005
MW -8
2/8/06
0.0041
0.0037
<0.001
<0.003
0.15
10/29/09
<0.001
<0.001
<0.001
<0.003
0.0354
10/8/12
<0.005
<0.005
<0.005
<0.005
0.0386
4/30/20
<0.00025
<0.00027
<0.00032
<0.001.5
0.0013 J
MW -9
2/8/06
<0.001
<0.001
<0.001
<0.003
0.0205
10/29/09
<0.001
<0.001
<0.001
<0.003
0.07
10/8/1.2
<0.005
<0.005
<0.005
<0.005
0.156
4/3/2013
<0.005
<0.005
<0.005
<0.005
0.059
4/30/2020
<0.00025
<0.00027
<0.00032
<0.001.5
0.0028 J
MW -10
2/8/06
<0.001
<0.001
<0.001
<0.003
<0.004
10/29/09
<0.001
<0.001
<0.001
<0.003
<0.001
10/8/12
<0.005
<0.005
<0.005
<0.005
<0.005
4/30/20
<0.00025
<0.00027
<0.00032
<0.001.5
<0.0012
MW -11
2/8/06
<0.001
<0.001
<0.001
<0.003
0.0251
10/29/09
<0.001
<0.001
<0.001
<0.003
0.0191
10/8/12
<0.005
<0.005
<0.005
<0.005
0.0131
4/30/20
<0.00025
<0.00027
<0.00032
<0.001.5
0.0019 J
MW -12
2/8/06
1.28
0.0166
0.046
0.135
0.191
10/29/09
1.38
0.0074
0.118
. 0.288
0.21
10/8/12
1.03
. <0.005
0.0468
. 0.11
0.255
4/30/20
0.653
<0.0027
0.0537
0.021.8 J
0.104
MW -13
10/29/09
<0.001
<0.001
<0.001
<0.003
0.0376
10/8/12
<0.005
<0.005
<0.005
<0.005
0.0168
4/30/20
<0.00025
<0.00027
<0.00032
<0.001.5
0.0015 J
MW -15
10/8/12
<0.005
<0.005
<0.005
<0.005
0.0795
11/9/12
<0.005
<0.005
<0.005
<1.005
0.0148
4/30/20
<0.00025
<0.00027
<0.00032
<0.001.5
0.002 J
Notes:
1. mg/L indicates milligrams per liter
2. <0.001 indicates value below laboratory reporting limit or method detection limit (as applicable)
3. bold indicates value exceeds Tier 1 remediation objective
4. J indicates estimated concentration above the adjsuted method detection limit and below the adjusted reporting limit
IL 05860 201001 Data Tables
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t
PARKING LOT
1
KENTUCKY FRIED 1
CHICKEN 1
1
1
j
1
1
1
PROF I 1
E SUPPLY 1
08-14-403-029 I vl�
DING PARKING LOT wlw
ECT SITE I 0-Iz
OI -1
RETE I 0-1u)
FH NO I X10
1
AS 1
UILDING 1
— — 1
1
SE 1
FORMER 1
CANOPY 1
1
1
1
1
PIN: Q 1
8-14-403-024 g 1
U;
0 0 1
STs = 1
� � 1
w 1
1
1
1
1
::ET
1
1
1
1
1
1
cel vi
Az
VIQ
C
w 0-Iw I I
I �A
� Flo I
� M
I w 1 c 08-236-201-022
z 1 o SERVICE STATION
0-1 N
O Im
1 0o
� 1�1
I =
rI I
1
1
1
1
1 PIN
08-23-201 PIN: 08-23-201-025
II -024 I
1
II I I
1 0 100'
1
1
GRAPHIC SC
1
■
FORMER
USED OIL UST
PIN: 08-14-403-030
FORMER U
DEMPSTER STR
PIN: 08-23-201-063
I PIN: 08-23-201-078
ESIDENTIAL PARKING
PIN: 08-23-201-064
PI IV : 08-23-201-065
I
LEGEND:
- - - PROPERTY BOUNDARY
-- MUNICIPALITY BOUNDARY
[� FORMER PUMP ISLANDS
BCT RESTRICTION AREA
SOURCE:
THIS DRAWING IS
REFERENCED FROM
INSTITUTIONAL
CONTROLS MAP",
BY: PARSONS,
DATED: 9/17/2014,
SCALE: 1"=125'.
APARTMENTS
NO BASEMENTS
RESIDENTIAL
PARKING
JIFFY
LUBE
I
I
CLEANERS
I
I
I
I
JEWEL
PARKING LOT
I
200'
ALE
FORMER BP SERVICE STATION NO. 5860
1590 SOUTH ELMHURST
MOUNT PROSPECT, ILLINOIS
INSTITUTIONAL CONTROLS MAP
EXHIBIT
04ARCADIS ftlE I�dtlllc'�t Wl i
twittts 8
56
FORMER BP SERVICE STATION #5860/
PARKWAY BANK AND TRUST CO.
KOHL'S
1590 SOUTH ELMHURST ROAD
DEPARTMENT
PIN # 08-14-403-024-0000
STORE
INSTITUTIONAL CONTROLS:
• GROUNDWATER UNDER THE PRO
SHALL NOT BE USED AS A POTABL
OF WATER
• ANY EXISTING OR POTENTIAL BUIL
CONSTRUCTED WITHIN THE SUBJ
MUST HAVE A FULL CONCRETE
SLAB -ON -GRADE OR A FULL CONC
BASEMENT FLOOR AND WALLS WI
SUMPS
• LIMITED AREA BCT RESTRICTION,
ILLUSTRATED, FOR ANY FUTURE B
ENTERPRISE
CONSTRUCTED PRIOR TO HUMAN
OCCUPANCY
• INDUSTRIAL/COMMERCIAL LAND -U
RESTRICTION
1
KENTUCKY FRIED 1
CHICKEN 1
1
1
j
1
1
1
PROF I 1
E SUPPLY 1
08-14-403-029 I vl�
DING PARKING LOT wlw
ECT SITE I 0-Iz
OI -1
RETE I 0-1u)
FH NO I X10
1
AS 1
UILDING 1
— — 1
1
SE 1
FORMER 1
CANOPY 1
1
1
1
1
PIN: Q 1
8-14-403-024 g 1
U;
0 0 1
STs = 1
� � 1
w 1
1
1
1
1
::ET
1
1
1
1
1
1
cel vi
Az
VIQ
C
w 0-Iw I I
I �A
� Flo I
� M
I w 1 c 08-236-201-022
z 1 o SERVICE STATION
0-1 N
O Im
1 0o
� 1�1
I =
rI I
1
1
1
1
1 PIN
08-23-201 PIN: 08-23-201-025
II -024 I
1
II I I
1 0 100'
1
1
GRAPHIC SC
1
■
FORMER
USED OIL UST
PIN: 08-14-403-030
FORMER U
DEMPSTER STR
PIN: 08-23-201-063
I PIN: 08-23-201-078
ESIDENTIAL PARKING
PIN: 08-23-201-064
PI IV : 08-23-201-065
I
LEGEND:
- - - PROPERTY BOUNDARY
-- MUNICIPALITY BOUNDARY
[� FORMER PUMP ISLANDS
BCT RESTRICTION AREA
SOURCE:
THIS DRAWING IS
REFERENCED FROM
INSTITUTIONAL
CONTROLS MAP",
BY: PARSONS,
DATED: 9/17/2014,
SCALE: 1"=125'.
APARTMENTS
NO BASEMENTS
RESIDENTIAL
PARKING
JIFFY
LUBE
I
I
CLEANERS
I
I
I
I
JEWEL
PARKING LOT
I
200'
ALE
FORMER BP SERVICE STATION NO. 5860
1590 SOUTH ELMHURST
MOUNT PROSPECT, ILLINOIS
INSTITUTIONAL CONTROLS MAP
EXHIBIT
04ARCADIS ftlE I�dtlllc'�t Wl i
twittts 8
56
KOHL'S
DEPARTMENT
STORE
ENTERPRISE
PARKING LOT
KENTUCKY FRIED I
CHICKEN
I
I
I
I
I
I
I
I
1
1
1
1
1
1
1
1
1
1
1
1
WNW
11 -OZ
O1Q
ala
0-1u)
X10
1
1
1
1
1
1
1
1
APARTMENTS
NO BASEMENTS
RESIDENTIAL
PARKING
JIFFY
LUBE
I
I
CLEANERS
HAWTHORNE ASSOCATION . - :\
220 W. HAWTHORNE CIRCLE 0. U) GRAHAM ENTERPRISE 157
MT. PROSPECT, IL. 60056 :I p 800 ELMHURST ROAD
DES PLAINES, IL. 60016
1 BLDG LLP
315 DEMPSTER ST.
MT. PROSPECT, IL. 60056
—
� � I
JEWEL
PARKING LOT
1
I I �
FORMER
LEGEND:
CANOPY
I■
::FORMER- .
— - - — PROPERTY BOUNDARY
B&T CO.
0 100' 200'
--- MUNICIPALITY BOUNDARY
USED. O.IL UST
GRAPHIC SCALE
:r*l590
S. ELMHURST ROAD
:
PROSPECT LIMITED
FORMER BP SERVICE STATION NO. 5860
GROUNDWATER ORDINANCE
T.PROSPECT, IL. 60056-
005624
1590 SOUTH ELMHURST
24MOUNT PROSPECT LLLP
MOUNT PROSPECT, ILLINOIS
OF CITY OF DES PLAINES
LAAREA
LIMITED GROUNDWATER
1500 S. ELMHURST ROAD
SOURCE:
GROUNDWATER ORDINANCES MAP
D--@ FORMER PUMP ISLANDS
THIS DRAWING IS
Q
MT. PROSPECT, IL. 60056
REFERENCED FROM
INSTITUTIONAL
:.
CONTROLS MAP",
EXHIBIT
BY: PARSONS,
DATED: 9/17/2014"a#`
�� �mrm allii
OAARC4DIS wd
SCALE. 1"=125'.
FORMER USTs
W.
DEMPSTER STREET .
APARTMENTS
NO BASEMENTS
RESIDENTIAL
PARKING
JIFFY
LUBE
I
I
CLEANERS
HAWTHORNE ASSOCATION . - :\
220 W. HAWTHORNE CIRCLE 0. U) GRAHAM ENTERPRISE 157
MT. PROSPECT, IL. 60056 :I p 800 ELMHURST ROAD
DES PLAINES, IL. 60016
1 BLDG LLP
315 DEMPSTER ST.
MT. PROSPECT, IL. 60056
—
� � I
JEWEL
PARKING LOT
1
I I �
57
1
II
LEGEND:
I
I■
I
— - - — PROPERTY BOUNDARY
0 100' 200'
--- MUNICIPALITY BOUNDARY
GRAPHIC SCALE
AREA OF VILLAGE OF MOUNT
PROSPECT LIMITED
FORMER BP SERVICE STATION NO. 5860
GROUNDWATER ORDINANCE
1590 SOUTH ELMHURST
MOUNT PROSPECT, ILLINOIS
OF CITY OF DES PLAINES
LAAREA
LIMITED GROUNDWATER
ORDINANCE
SOURCE:
GROUNDWATER ORDINANCES MAP
D--@ FORMER PUMP ISLANDS
THIS DRAWING IS
REFERENCED FROM
INSTITUTIONAL
CONTROLS MAP",
EXHIBIT
BY: PARSONS,
DATED: 9/17/2014"a#`
�� �mrm allii
OAARC4DIS wd
SCALE. 1"=125'.
57
BE .—MM.—mw a g/%,
,141iiia
pal, pal
lim"Tmilm �//,/ 11 N ilii i T 'I
Illinois EPA Correspondences
58
q
wa 126yy
�,T . .... .... . . -/ ........ . .. -
2171/524-3300 CERTIFIED, MAIL
7012 OL1,70 0,001 3001 0503
BP
N
Products orthAmerica, Inc.
Attn: Diane Diks
,1510 W. Warrenville Road, MalI Code 2004N
Naperville, IL 60563
LpC#031198 507 8 -Cook County
Mount, Proslpect/Fbrmer BP Servi,ce Station, No . .5 860,
15`90 South Elmhurst Road
Lealc,ing UST hicident'No.,2003 13 )95
Lea,king U'ST Technical Fi1e
Dear Ms. Dfl<s,,-,
The Ill Environ,m,ental Protecti.an Agericy (1111nols EPA has reviewed, t'he Site 1nvests (,Ya,tion
Com pliVit" 'on Report (report) submitfed,,tbr the above-refi&enced inc,,ide.nt. This re,
March 31uiE are 6, 2014in, ,.h,,is lettell. are
N 14,,, was received by the 1,11" , o 's, PA w, M h . Citations t
ftom thic Environn-tental Protect, on Act (Act), as, am.enid,W 'by Pub,1111c Act, 92-0554 on June 24,
2002 7 and Public Act 96-090 8 on Aine 8,, 2,1400 101 and 3 5 1111"no is Aftninistrafive Code (35 111. Adm..
Code,
The Iflu*h,ols EPA has defenydned that the reem, 111entA(S offitle XVI,of the Act have be, en
.satis,filed (Sections 57,7(a)(5) and 57.7(c) of the Act a�nd 35 I'll. Ad,.nl,,, Colde 734.505(b) can, d
71314.5 1 0(a)). Thet"lefiore, eporti I s approved.
Tfic actu,,al. eosts f6r Stage'3, were nnot submitted to the Illinois EPA. Please be ad.vised tliat
budget f6rnas riepoil.,Mig, file actud] costs ni:ust be sub,mitted to the fl1inois EP.A for review, ai,"id
-om the Fund, fior any related
appl"Oval, rpjectionl, ormodification prior to receiving payment fi
I
costs (",Sect"I ons 57.7(a)(2) and 57.7(c) of the Act and 35 HL Adm,, Colde 734.505(b),w,,i,,d
17 31 4 . 5 1 0(b)) -
,On, May, 16, 2013, thie,11111"1101iis Pollution C'ontrol'Board added, the indoorilihalat:ton exp re
roi,,Ae WIT111j:wis EPA."s, rlsk-based, clecanup iliett.,wid,ology c,alled the Tlere dApproaOi to, Corwc,*.'tiv'lel
Action,. Objectives, 35 UL, Adm. Code -742, (TACO). These amend ' Y ' pen,ts became, effective, On July
1, 5� 2013. The Con,-'ecti've ActionPlan, sliould address fllie new "indoor Hiala-1-tion, exposure route.
Pursuant tio Sections,,57.7(b)(2)and (3) ia�nd 57.12(c) a,,T,,i,d ('d),of the Act, and,35 111. Adm. C(, de
734. 1 10,0 and 734.1 25,tl,le 11,11inolis EPA reptres subinittal of a Correct"I'veAction. Plan, an�d btlj,dget
w itbin 9 0 d ays firo m, the d ate o ft is lett er to:
A302 N. Main St.,, Rorkford," 1161 I'N (8 15)967-7760 9511 HoII bei Raines, 1160,016(847),294-4, 000
595 5. Stote, E191nIt. 60123 (8-47)608-31,31 5 I., University, &17,, Arborl 113Penrit), I'Ll 6) 61 4 (309)60,34,5462,
2125 5� Flr1,Chopipoign, (t 61820 (2 17'278-5800 2309 W, Main St., Suite 116, Morlon, 4. 62Q59 (615)993.7200
2009 Mall Stq Collinsville, IL 67234,1,616)346-5120, 100 W, Ro rvdo4'pb, SuOe 10-13001, On k ago, 1160601 (31x)814.60 6
PLEA8EPRONT7 ON RE LC PAPEER, 59
IlIffiois Envirom, -nental, Protection Agency
Bureau of Land - 424
Leaking Underground StorageTank Section
1 02 1, North Grand Avenue East
Post Office Rox 19276
Please notethat the Illinois EPA does not require the submission, of a budget if the owner o
operator does not intend to seek payment from. the Underground Storage Tank, Fund.
Please submit all correspon,dence in duplicate and M"clude the Re:block shown at the beginning
of this letter.
If you have any questions or need further, assistance, please contact Steve Putrich at,217-5,24-
4827.
Sincerely,
Michael T. Lowder,
Unit Manager
Leaking Underground Storage Tank Section
Division of Rernediation Management
Bureau of Land
C" Parsons
BOL File
60
ILLINOIS ENVIRONMENTAL PROTECTION AGENCY
1021 NORTH GRAND AVENUE EAST, P.O. Box 19'276,SPRINGFIELD, ILLINOIS 62794-9276 0 (217)782-2829
PAT QUINN, GOVERNOR USA BONNETT, DIRECTOR
217/524-3300 CERTIFIED MAIL
Nov 0 6 20K 7012 0470 0001 2967 6796
BP Products North America
Attn.- Keith Wilcoxson
150 W. Warrenville Road, MC 200 -IN
Naperville, IL 60563
Re.- LPC #0311985078 -- Cook County
Mount Prospect/Fon-ner BP Service Station N'o. 5860
1590 South Elmhurst Road
Leaking UST Incident No. 20031395
Leaking UST Technical File
Dear Mr. Wilcoxson:
The Illinois Environmental Protection Agency (Illinois EPA) has reviewed the Corrective Action
Plan (plan) submitted for the above -referenced incident. This plan, dated September 22, 2014,
was received by the Illinois EPA on September 23, 3024. Citations in this letter are from the
Environmental. Protection Act (41.5 ILLS 5) (Act) and Title 35 of the Illinois Administrative
Code (35 111. Adm. Code).
Pursuant to Sections 57.7(b)(2) and 57.7(c) of the Act and 35 111. Adm. Code 734.505(b) and
'734.51 0(a), the plan. is approved. The activities proposed in the plan are appropriate to
demonstrate compliance with. Title XVI of the Act. Please note that all activities associated with
the remediation of this release proposed in the plan must be executed in accordance with all
applicable regulatory and statutory requirements, including compliance with the proper pen -nits.
NOTE: The plan proposes activities that are technically acceptable. However, this letter does
not constitute Illinois EPA. approval. of any costs incurred during the completion of such
activities.. For the purpose of payment from. the Underground Storage Tank Fund, some of the
activities may exceed those necessary to meet the minimum requirements of the Act and
regulations. Owners and operators are advised that they may not be entitled to fall payment for
this reason. The Illinois EPA will review your complete request for partial or final payment
from the Fund after it is submitted to the Illinois EPA.
Pursuant to Sections 57.7(b)(5) and 57.12(c) and (d) of the Act and 3 5 Ill. Adm. Code 734. 100
and 734.125, the Illinois EPA. requires that a Corrective Action Completion Report that achieves
compliance with applicable remediation objectives be submitted within 30 days after completion
of the plan to:
4302 N. Main St, Rockford, IL 61103 (815) 987-7760 9511 Harrison St, Des Plaines, IL 60016 (847) 294-4000
595 S. State, Elgin, IL 60,123 (847) 608-3131 412 SW Washington St., Suite D, Peoria, IL 61602 (309) 671-3022
2125 S. First St., Champaign, IL 61820 (217) 278-5800 2,309 W. Main St., Suite 116, Marion, IL 62959 (618) 993-7200
2009 Mall St., Collinsville, IL 62234 (618) 346-5120 100 W. Randolph, Suite 10-300, Chicago, IL 60601 (312) 814-6026
PLEASE-, FIRRAT ON RECYCLED FAl' ER
61
Elm
Illinois Environmental Protection Agency
Bureau of Land - #24
Leaking Underground Storage Tank Section
1021 North Grand Avenue East
Post Office Box 19276
Springfield, IL 62794-9276
Please submit all correspondence in duplicate and include the Re: block shown at the beginning
of this letter.
If within four years after the approval of this plan, compliance with the applicable remediation
objectives has not been achieved and a Corrective Action Completion Report has not been
submitted, the Illinois EPA requires the submission. of a status report pursuant to Section
57.7(b)(6) of the Act.
I
An underground storage tank system owner or operator may appeal this decision to the Illinois
Pollution Control Board. Appeal rights are attached.
If you have any questions or need further assistance, please contact Steve Putrich at 217-524-
4827.
Sincerel",,,',l-
00
Michael T. Lowder
Unit Manager
Leaking Underground Storage Tank Section
Division of: emediation Management
Bureau of Land
MTL:STP.-jab\
c: Parsons
BOL File
62
'm
A,TTACIiMENT 2
So'll Boring Logs and Monitoring Well Construction Diagrams
63
Project Name
Well Construction Log
Well Number
05860
MW -08
Address
DnNhg Cori liactorlLicense
E-WLocalion N -S Location
Ground SurfaceElevation
1590 South Eimh,ti rst Road
Collins
22 S
'W of Bldg 62.1" of Bldg
CL Well comple CL
Von
Mount Prospect IL
0411Tng Equipment
Sampling Method
TOC Elevation
1
DT -11
Continuous
P40ctlJab Number
Drilling Melhod Size of Bit (in.)
Sampling Equipment
m
Casing Dia Teter (in,)
G0445
Hollow Stem Auger 8.25
Split Spoon 2-1n.
2
Logged Sy area Zrom
Date Drilling Started
Headspace M60ofing Instrument
Screen Interval (ft bgs)
Apprbved By., . .
111312005
PID
5-15
Paj7NVWe11,Ndmbor
Date Drifflng Completed
Boring Depth (ft bgs) Well Installed?
1-911 De; 'i (ft bgs):
l 1131200
Y
LITHOLOGY
0 Graphic Visual
0 Log Description
7 0 ASPHALT
FILL Bmwn gravd, trete brown
silty day, moist
CLAY: Brown silty, trace gravel,
molst
5
-10'4— W
Brown silly, gray nmttled, trace
gravel, moist
wet
Grey sllty, bmwn nx9lJed. medium CLlr�g I-
2 �j *-- Schedule 10 lu PVC — 10
plasticity. molst1;h
I ti Yi screen (0,0 I'm gim
td L
1C ih 2:c SIZO)
2.5 Id
2
2� y
wet
C
SAND. Gray, medium to'coame. L
saturated
15 5.5
15
,,OMPLETION METHOD: flush rrount
Deft
P
Page I of 1 .7, Water level during drilling m Water level in completed well
0
64
SAMPLING DATA
WELL CONSTRUCTION
US CS
Sam'* ID
2.'
CL Well comple CL
Von
$!8
Construction Notes
r-
(X
4
Co-norete, Flush 0
NIA
mounted well vault
NIA
209
riy
3/8" bentonite cNps
A
.2 12
CL
Schedule 40 V PVC
1088
Riser
4.5 ft
C L
BTJEXJMTBEi
3
A
i.
iL
Z!
-'s
2
Washed quartz sand
17.3
Grey sllty, bmwn nx9lJed. medium CLlr�g I-
2 �j *-- Schedule 10 lu PVC — 10
plasticity. molst1;h
I ti Yi screen (0,0 I'm gim
td L
1C ih 2:c SIZO)
2.5 Id
2
2� y
wet
C
SAND. Gray, medium to'coame. L
saturated
15 5.5
15
,,OMPLETION METHOD: flush rrount
Deft
P
Page I of 1 .7, Water level during drilling m Water level in completed well
0
64
Project Name
Wel! Construction L
Well Number
08860
!W -0B
Address
Drrlting Contractor L+ ense
E- W Location N -S Location
roe nd Surfeico Elevation
1590 South Elmhurst Road
Collins
17" W of Bldg 67" S of Bldg
M urtit Prospect I
DnKng Eq�,fpment
Sainplrng Method
TOC Elevation
_
DTA I
continuous
ProleaJob Number
Drilling Method Size of Bit (in.)
Sampling Equipment
Casing Diameter (in.)
04s
Hollow Stern Auger 6.25
Split Spoon 2 In.
Legged ByKaren Crotn
Date Driffing Started
Headspaee Monitodng Instrument
Screen Interval at bg )
Appoved By.,
11/312005
PID
i
PlarmityWell Number
Date Drilling Completed
Boring Depth (ft bgs) Wed Installed
Well Depth (ft b s);
LITHOLOG f SAMPLINC FUTA w1=1 I Pnkjalrollr+mrf r►l
65
Project Name Well Construction L
Well Number
05860
MW -09
Address Drilling Contra torlLi ense
E- W Location IV -S Location
Ground Suitace Efevation
1590 South Elmhurst Road Collins
31' E of Bldg 7' S of Bldg
Dfi irtg Equipment
Sampling Method
TOC Elevation
Mount Prospect IL DT -11
Continuous
Proje tlJob Number Driffing Method Size of Bit (in.) Sampling Equipment
Casing Diameter (ire.)
-GO44S Hollow Stern Auger 8.25
Split Spoon 2 in.
2
Logged B .#Caren Crom Date Drilling Staved
Headspace Monilofing Instrument
Screen Interval (ft bgs)
Appved By 1113/2005
PID
-15
Ponnitl'Well Number ]alb Drilling Completed
Boring Depth (Ft bgs) Well Installed?
Well Depth (#f bgs):-
gs):1113/2005
1113/2005
1 5
y
is
LITHOLOGY
SAMPLING DATA
WELL CONSTRUCTION
0
r
CL
Grpi til,
USC
Sample ID
CL
a Well
Completion C
Log Description
� �
Construction Notes�
0 .0 m ASPHALT
0
,y+ J*y
l / '
Y •'
�.
/'�'yo�n'c�yr}ete,`��lus+rr
mounted wee *atilt
/�y p
FILL ravel, and black silty lair,
/J� 'i'�
29.4
mediurn plasticity, most N/
SILTY CLAY (CL)- Black brown
44
and grey mailed, medium
plasticity, trace gravel, moist
318" bentonite chips
BTE>VMTBE t "
2186
SIL 1 CLAY (CL); Grey, brown CL
mw -0 -( #t)
Schedule 40 1" PITC
mooted, trice gravel, medium
1698
Riser
pslicit , moist
y
wet
19 ;
A- 2.r
no gravet, wet
}
13. i_
« 2
Lao .a
YJ'
Washed quartz n d
+1
j'Ftr '•
2
4�
_
-10 10 brown mottled
1
.(}_
hOdule 1 D 1" PVC 10
rI
screen (0.01"slot
It-it,t
s i
a
hT..
ax
y [
. '.
ff
•*moi-
� L
f
i to
�
Y yy
and sand, medium to fine
0. 1yi
•
1
`#`
SOI PLETIONMETHOD: flush mount
IL
Pag .1 of -I 'Water level during drilling 5m Water hire/ in completed well
66
Project Name Well Construction L Well Number
05860 [BIW -10
Address trilling Contra ctorlUcens E Location - Locatr'on Ground Surface Elevation
1590 South Elmhurst Road Collins 21.9'W f Bldg 6.11" N of Bldg '
. Drr'llrrr Equip rent sampling Method TOC Elevation
Mount Prospect IL DT -11 Continuous
Project o Number Drllfing Method Size cf Bit fin.) Sampling Equipment
Casing Diameter {r`r�.)
0 H ltow. tern Auger 8.25. Split Spoon In.
Logged ByXaren trom Date. Drilf ng -Started Headspace Monkoring Instrument Screen Interval (F# bgs)
ApAmv d Py.- 11131 OO5 PID 5-15
PermilY ell Number Dc -Drilling Completed Boring,Depth (ft bgs) Weft Installed? We# Depth (ft bgs):
'
111312005 15 15
LITHOLOGY SAMPLING DATA WELL CONSTRUCTION
CL Grp i Vi Visual 9 0.
DSC ample ID 0 Well Completion
Log Description � �, Construction Dotes
0 0 ASPHALT �', owete ffu o
hllJ * ` mounted well %-cult
FILL, Top Soil, gravef, trace sand, ; •� .
moist.
'- 7.4
SILTY LAY (CL), Black, grey N/A � ., X18" benlcnile chips
motged, trace gravel,.rnedium
Plasticity, moist =�- ,+ 2.0
----------------------
ci
L �Y Schedule 40 1" PVC
Riser
SILTY L� {L�;,rey, brown � � .
and black mottled, trace gravel, BTfiJL![ TBE 2,0 •• =i,
Medium plasticity, moist
6035/8260
MW -10 (34ft) *
2.8
2
SILT' CLAY (CL): Brown, grey, L �
trace sand and gravel. medium
i. *
plasticity, moisl '
wet .'_�
i
r ** 4 a`,
TF
.t.
SILTY L Y'(CL): Rusty browTm � IL
grey mottled, trace sand, mediuim
plasticity, wet
2.1 Washed quartz sand
n
t: 0.75
.+�}
7:1
•z I
-10-10
0 1 1 0
� 2. ``• .•, Schedule 10 1" PV
n ' screen (0.0V slot
.I .
' size)
-------------------
SILTY
----------------- SILTY CLAY (L), Grey, trace OL �'��� 1.7 ':: .14
7.L
gravel, medium plasticity, iToi t
W+
' + 71. 1i'#
'
1.9
Ys
d+ i
J
Yt *IS
10
15
1
COMPLETION METHOD: flush mount
Deft
consaltninits, Inc.
F
[Page I of 1 Water level-d6d.n drilling v- Water levet in completed wellkey �1
� ��� •
67
Pro eot Name Well Construction Lo
Well Number
05860
new -111
Address Drilling Contractor Uceryse
-W Location IV -S IV-SLocation
Ground Surface Elovation
{ 1590 South Elmhurst Road Collins
5VE of 13Idg 18'S of Bldg
+ . Difllin Equipment
/� j� �►
Mount Prospect IL
Sampling Wthod
TOC Elevation
DT -11
Continuous
Pr a tlJob Number Dd11fng' eU7od Size of Bit (in.) Sampling Equipment
Caafng Diameter (in.)
-GO44S Hollow Sten Auger 8.25
Split Spoon 2 in.
8.25
Logged SyKaren Crom Date Drilling darted
Headspace I onitodng Instrument
Screen interval ft bgs)
Approved By. 1113105
PID
5-15
Perrrrr't11Nell Number Date Drilling Completed
Boring Depth (ft bg) Well Installed?
1Nell Depth (ft bg ):
- 1114/2005
15
y4
LITHOLOGY
SAMPLING DATA
WELL. CONSTRUCTION
to
QLE
Grai lull UCS
EUL
Sample ID 8
a
Well Completion �
Log Description
0
ID Construction dotes a
0 0 ASPHALT
r
oQ e, lush 0
i+l
f#
mounted well vault
FILL: Grovel, pea grave% black sitly
•:•
clay, black, moist N/
s r it r
.4
w ----------
---rr-- FILLTep Soil, t=O gravel, moist
FILL-
21.9
lLrY- LAY (CL): Black, trace NSA
, ; .+
3!8' bentonite chips
g 1. moist
r`
3.
SILTY CLAY (CL): Grey. brown L
t
�
s; 'JS
Schedule 40 1" PV
$nd black rwft d, medium
�
2. 2
Riser
plastipty, , trace grovel, MOW
.
r
�4
C L
T a ��p � t
! MIYrJrr�yy, BE "
X3.9
$
'
wet L
� 260
MW -11 {4•5(t} 2�
� +
+
.
ir
I�i
0.6
Dashed quartz sand
SILTY CLAY (L). Silty, trace
gravel, medium' plasticity, gray,,t`
moist
moSt to wet*
, ;
`LSI
10
Schedule 10 1h P11
,tt
screen (0,01* slot
size)
3�J
.y
��
}�-
r R*
' +
'''
A
IL.:l ''F
4.
a
-r
w}' 1
•�4 let
.; 2.1
t
a
JtJ R
{
V.
JL -15
15
COMPLETION METHOD: gush mounDeft
t
Qonsuflnnftr
Paget I of I SZ Nater level during drilling m grater hire# in completed well Xinogen,
Ll I MULUUY SAMPLING DATA WELL CONSTRUCTION
End"
E
CUa
> Graphic Visual 0 CL
USCS Sample ID C1 Well Cori 'a
Log escription
JT
D
W 0 Construction N tA
COMPLETION METHOD: flush mount
C*"Sultantse Inc.
Page 1 of 1 SZ Water level during drilling !z Water level In completed well
69
0 0
ASPHALT
5
Concrete-, Flu-sW
0
- --- --- -
NIAL:
munled well vault
FILL; Gray gravel, pea gravel,
1.
°_�. �..7
1raG+e drown Il Y, moist
IIA
SILTY CLAY (CL). Brown, gray
grey'
'0�
13.5
13.5
trace gravel and 3and,
CL
N
k medlum plasUcity, moist
31W bentonfte chips
SILTY CLAY (CL): Grey, gown
1 1141�
98A
moWedr tram gravel and sand.
Schedule 40 1" PVC
medium pfasWty. moist
I ji
Ri
ser
313
BTEXIMTBE
1918
5
503518260
CL
MW -12 (4-5ft) 2
—5
wet
Pt
236
SILTY CLAY (CL). Grey, lift
CL
2
Y1
Y
0- .
*r'
sand, rnadum ptasl6ty. moist
.
X41 d 4ti
.i.rf At
13.3
Washed quartz sand
2
trace sand
f
0.8
Schedule 10 1 PV C 10
A
screen (0, 0 1 slot
1p
SjZ0)
2
F,41
ei
t� 7
- :J
2
LL 2
1.5
Ln
COMPLETION METHOD: flush mount
C*"Sultantse Inc.
Page 1 of 1 SZ Water level during drilling !z Water level In completed well
69
LITHOLOGY S,/Af M,, P tif I N G D ATA WELL CIONSIT CTION
N 8 0 ri
p h if c S u a I . ....
NoPG r s. 4.4 Well CO, ) forft'f P
e IG U 6 C S' fa m, p I (e, I D
4c "M
0
r t pt' Notes
Log fic ci, n �nVrucfion INii
LU
0 0
SILTY CLAN: Omwn, and Gray
A/I
mor4d SIA"Y fro, 69
ef,
///II le LT Y CLAY tor',i, wr"t, cl, c; ray
"o" q"x-
xvtll
,001
tJ Y C LA Y E,')/ro,,imx,,rp
CA/
lowirV 11V w, 'V Silly da "V,,, d, n'
ell
Of mm t ra 0 0 Q, I" ar"vej,
Ir
C LA Ors, y sifty, ciry
S L T V Y, rn oir
m
L o, ott * d 15 1im, ft * rn, t ho, * d o f t/ hi * i I d # w a a n d !"V I r o m w h # t h s, q r as s i, to ts It
dtivew, my '
01111111
. . ........................................... . .......... .. .. .. . ....
Page I Ot 1 Vif a Nfe i v * I d n 9 d, ti I I i rk rg; iw. wa t e r e n c"', 0 n"'f'opf, I e t 4 ij Ov i tIP
Ttoo iul
14"C") P114/1"
m
16
70
9,0# r! x!
$,,top, ;,") * d st 3 f a of d u* to # nJho i,,antf riIVB q (Of* rrl a0k 0 d s',mw or At 0 a Oou 11/d not b*
cleatiori,i so nt,,,o ot"hof bo(Ings wwore done"
)JAV a t e I I e V e fill f("""
Page i of I Watet level do.,�aingi!/Itilhrkq V, ,;, o rrt I e toa, iff; immv e ,11
71
F,.
P 1-tAk, L, T
I
Mom"
C 0 N CRXi"r E
A
A A
A Al
A
A
A
ASP RA, LjT
l9 9
IS
p
N
Ip 41
jj
R 4 MOMWOM I (WIW I I I I I I I I I I W IP V WN p I "M NO WN 0 ONOWN MONO 4 vo Mom MOMONOWANOOMM I M "m N M V fffK~~fofo N I A IN I M ojj 10 Iv!�n iii
mw mm
9,0# r! x!
$,,top, ;,") * d st 3 f a of d u* to # nJho i,,antf riIVB q (Of* rrl a0k 0 d s',mw or At 0 a Oou 11/d not b*
cleatiori,i so nt,,,o ot"hof bo(Ings wwore done"
)JAV a t e I I e V e fill f("""
Page i of I Watet level do.,�aingi!/Itilhrkq V, ,;, o rrt I e toa, iff; immv e ,11
71
W
SOIL BORING LOG
'
73
LOG OF 13RI ; B-1
in
n
0
PAGE 1 of I
PROJECT NAME: SS 860
ADDRESS, 159D S. Elmhurst Fid. M1, Pmspect, IL
_,.�QCA�N , , T7", Qf K20'81' E of 1 grgQlin
INCIDENT NO: 031395 .. _.
CL
DATE COMPLETED, O 11 J 0D
BORING DEPTH: 18'
DRILLER. Direct Push Altai L al CO!P,
MONITORING INSTRUMENT: Mini Rae PID
RISER INTERVAL: Not &Plicable
DRILL METHOD: Direct Push, GeoProbe
0
SAMPLIN METHOD: 4'Acetate Liner
SCREEN INTERVAL; Not Applicable
GEOLOGISTIENGINEE..R: Ilia Gueorguiev
-LEVEL DRILLING: Not Available
S REENIRISER DIAD: Not Applicable
pP'.
LU
73
At
in
n
0
GEOLOGIC DESCRIPTION
MCOSTURE'
CL
Headpace
ONTEI T '.
0
pP'.
S00 1500 2500
25 50 TS
Y s• i.. _
GROjND SURFACE
ASPHALT'
I • f!
}
1
co truCtion debris, gravel and sand FILL, fed back'OIL
,
L
+ • 4
-
I I
60
Y
Black SJLTY CLAS', reed brick, coarse sand, no plasticity,
nlLf I
moist
Y
+
�{
�
1i1
:
■
1jr
4
Black to blfvOL trans coarm Sand, nwdium plaocity,
r
1
/}
•LRiI
1 C
� � �
�
L
+
!
J L
I I i
Y
t
t
,
I I
15
CL
_�_
Brownish mi CLAY, Ngh plasty i�r, m"i_st a
.2
1 ;
t
1 Y
F i Y
V" moist
h
1 Y
7-)
31 C I
■
1 Y
A 1
Y
i a
ray, trace coarse sand, mediurn plastcit , rnoist
I
. ! +
F i L
} ?,
�i
}
1111
JI jI lr
� 1 Y
+
' • �
■ �
1 1 1
1 1 L
10
8L-1
I t I � I
f 1
high plasb6ty, v" moist
I I I f
11
� L*
1 r;
L
I I
i 1
r r
1
;
1
12
a*'
jI
I I
80
f
wetPool
I 1 I Iy`7
1 f + 4
13-
I
i
14 14
RrJP..=QI
I
• F
�. ,►' t
saturated
1 }
1 L ISO
15—
r
• +
t
16
r
SD
� I
1
+ .
ISO
; :::: ;
iin� ka rdi�rn �iAAIVDr no plasticity, satura#ed
ENE) OF BORING'
�
r +
1 +
1
t
73
PRO,JFC7 NAME: SSii05860
SIL BORING LOG
ADDRESS: 1590 S.Elmhursl Fid. Mt. Prospe,
DATE COMPLETED 091121 03
MON IT RING INSTRUMENT: Mini Rae PID
SAM FLING METH0D: 4■Acetato Liner
GW -LEVEL DRILL NG. Not Available
LOG OF BORING: 8-2
PAGE 1 0f 1
IL L # R qf S.-ZEpf W pr eft JIM -
BORING DEPTH: 16'
RISER INTERVAL: Not AliCable
SCREEN INTERVAL: blot 11p icab)e
SCREENIRISER p1AM: Not Applicable
a
4K
GEOLOGIC DESCRIPTION
brown
INCIDENT NO: 031395
+
MOISTURE
CONTENT�I.
%
25 50 75
DRILLER: Dirt Push Ana ical Co!p.
GROUND SURFACE
DMC
! METHOD: Dlred Push, GeaProbe
GEOLO ISTIIENGINEER; Ilia Gueorguiev
r i •
R
gravel and sand FILL
MD a
Black SITLY CLAY, trace medhon sand« low plaslk*y, dry
I f f l 1
w"
aj
40
bny n, no plasbc , dry
111+
I � ■
f 1 a
i , a
# i
«
1 i
1 1 «
1
+
`111 `111
� ray
V.
Y
�
plBswty, litl1e !!7{{#4`Y
N
}
r
x
I
i
a +
+ ,
# a
, y
a
no Uci
+L■ ll{.il
f
}
Y� 4+
jj 1r
`F jj
medurn plasUcity111 I
r s r
«
r f i
a ■
« 1
t r
a a
«
y i 1
y { ,
11
to olive SILTY CLAY, tmw medium gravel plus
I ,
+ Y +
a
F
k y
r +
r
5
"'+ CL
I
1
Y
4
+ r
i +
. �� f
r
4�t
n
1
r
, ■
i
r}Yf'
Y.
01
•
81 12*
i
t. CL
1■ ,�r �.
#f
tri
I
1 d
'ti`r ♦ • t
#
f�
I
14
� f
if�YG'4V
,y.�r ,ti jai
y � .
{
i 5
18
'
SIL BORING LOG
ADDRESS: 1590 S.Elmhursl Fid. Mt. Prospe,
DATE COMPLETED 091121 03
MON IT RING INSTRUMENT: Mini Rae PID
SAM FLING METH0D: 4■Acetato Liner
GW -LEVEL DRILL NG. Not Available
LOG OF BORING: 8-2
PAGE 1 0f 1
IL L # R qf S.-ZEpf W pr eft JIM -
BORING DEPTH: 16'
RISER INTERVAL: Not AliCable
SCREEN INTERVAL: blot 11p icab)e
SCREENIRISER p1AM: Not Applicable
a
4K
GEOLOGIC DESCRIPTION
brown
I�eat#space
ppm
500 1 WO 2WG
MOISTURE
CONTENT�I.
%
25 50 75
�
GROUND SURFACE
_..�
r i •
Y
gravel and sand FILL
Black SITLY CLAY, trace medhon sand« low plaslk*y, dry
I f f l 1
1
Y i
1 i i
i r
1 i i
bny n, no plasbc , dry
111+
I � ■
f 1 a
i , a
# i
«
1 i
1 1 «
1
+
`111 `111
1 «
! r !
, Y 1
� 1
1
brown firm CLAY■ taro fine to medium Sandi medium 2
Y
�
plBswty, litl1e !!7{{#4`Y
+
+ 1
+ 1
� 1
}
r
3 f
i
a +
+ ,
# a
, y
a
no Uci
+L■ ll{.il
f
1
1 +
1 1
1
Y
1 1
Y
r +
r «
jj 1r
`F jj
medurn plasUcity111 I
r s r
«
r f i
a ■
« 1
t r
a a
«
y i 1
y { ,
11
to olive SILTY CLAY, tmw medium gravel plus
I ,
+ Y +
a
F
k y
r +
arse sand, high plasVcity, molsk iI
ij
i
• +
r r
, .
I
1
Y
4
+ r
i +
r
« � i
END OF BORIS
i
1
r
, ■
i
W
' PROJECT NAMES SSAW60
INCIDENT NO: 031395
DRILLER: Direct Push Anatdical Corp -
DRILL METHOD: Direct Push, GProbe
GEOLOGISTIENGINEER:Ilia uea*iev
CL
0
W
_ja
CL
c�
j
W
PAGE I o#,
ADDRESS: 1690 S.Elmhurst Rd. An. Prospect, IL
L 40' f fi
0
.i
•t +
MONITORING INSTRUMENT: Wi Rae PID
RISER INTERV L. dol 6mI-cable
}
SCREEN INTERVAL: Not Applicable
GW4JE lEL DRILLING: Not Available
i -
I
t;}
.� FF
fa ,
6
.
B
SOIL BORING LOG
LOG OF BORING; SB -3
PAGE I o#,
ADDRESS: 1690 S.Elmhurst Rd. An. Prospect, IL
L 40' f fi
DATE COMPLETED: 0911V2003
BORING DEPTH: 16'
MONITORING INSTRUMENT: Wi Rae PID
RISER INTERV L. dol 6mI-cable
SAMPLING METHOD: 4' Acetate Liner
SCREEN INTERVAL: Not Applicable
GW4JE lEL DRILLING: Not Available
SCREENIMSER DIAM: Not Applimble
■ k25
TURE
JYi GEOLOGIC OE CRIPTION EhI 'r
Haad�pace
a
500 1PPM
'p00 25�0 7a 0
GROUND SURFACE
CVI •RTE}
+
' 4 1
• � 4
sand and gravel FILL 11 f f I
olive to gray SANDY SILT, trace coarse gravel. no
0�30rity, mist +
1
1
, I
r 1
-_ I l l l f +
1
olive to gmen, too plasticity '
}
• r , • J
t •
* r J
grin to brown, pkcs day* two coarse Sa,01d, medium .
+ I
r to low pla traty
1
• a J+ F J F +
• + } brown '
i 1
a a ,
1
a +
.. + P 1 +
1 }
J + . 0
I f 0
brownSILT plus Ltilar?G sOniJF no plasticity. wet to
saturated
1 f
brown stiff SILTY CLAY medium laslid rn' I t I i F
� �yr � s � et
1 I J
a J
1 +
� � r
gray sOff CLAY, soars silt, medium plastraty. mist
� 1
, r }
11 f i I "
1 Y
00
1 ;
1
f 4
ffflf .
4
+
If�lf +
I�flf J
7 1 f I 9 + r
+
II
1
I
f�ll�
1
END OF BORING
1
1
� + r
1
1J I tr } I
r +
• J . } 5 + 1
.rte � A•r + _ _ 4 a.r w,Y ++.a._�. _r. as ,.t _�. a_ 5 + ,�t..�r +�.�� A r+•arr.�.,r *SNITw�w ._._ �ra r„• 1111
75
SOIL BORING LOG
' LOC OF BORING: SBA
' PAGE 1 of I
PROJECT NAME: S #05a6o ADDRESS: 1590 S.Efmhurst Rd. Mi. Prospect, IL Y WN of E_ r
INCIDENT NO: 031395 DATECOMPLETED: 0911212003 BORING DEPTH: 16'
DRILLER: Direct Push An alyl Ical C MONITORING INSTRUMENT: Mini Rae PID FIFER INTERVAL: Not AppllcatAe
DRILL METHOD: Direct Push, euftbe �- SAMPLING METHOD; 41 Acetate Line' SCREEN INTERVAL: Not Applicable
GEOLOGISTIENOINEER: ltia Gu orguiev-LEVEL DRILLING: Not Available SCREENIRISER DIAM. Not Applicablo
dc
0
_j GEOLOGIC DESCRIPTION MOISTURE
A
x � i Headspace
CONTENT% o
0 Cc 0580 500 2500 2 50 7 0
�. to
t, GROUND SURFACECONCRETE
--
' '
11{ 11t 1J 4 y
i *' graver and sand FILL.
1
,F� C {r IJ
. a 50
black to alive SANDY SILTY CLAY, low plasl ty, moist
:. s l I I
+ . a
2 � 1
F t
o9ve to brown SILTY CLAY, som medium sand, low
r
**' plastiiti} moi Sl I
i i . 1 '
CL1 �
coarse sand � .
'� 2.11 1 1 1 1
I
7
J`11 y111 5
f M
.81 I I 1
1 I 1Y
Y r
Y .
.I
olive. &rm CLAY, some medium sand, rnedluri plastid# ,
;. moist 1 1 1 1 1
1
4
r
10—*:.,..1 F I 1
olive SANDY SILT CLAY, h0i plasticity, saturated to w8t
CL* , 1
�y a•. + Y a
ft Y 1 • + 1 Y . +
oiivve SILTY CLAY. trace coarse sand, high plasticity,moist
I '
+ !
'y' 1I I ;
13-
11�
. ~'. .y 4. f 1 f
+ +
'15
r 5
1100
y + 1
• . 1 i
END OF BORING :
1 + I T 1 F 1 1
' 18
76
PROJECT NAME: SS#05800 +
INCIDENT NO: 031395
Ufa Push Aria i Com,
DRILL MEMOD: DIrW Push. Geaftbe
GE0LCISTIENCINEER: ilia Gs uulev
SOIL BORING LOG
ADDRESS. 1690 S.Elm hur Fid. Mt. Pmr-pm
# DATE COMPLETED: 0911212003
MONITORING 1NSTRUM-S#+lT: MIN Rae PID
SAM PUN C MET1400: 4' Acetate Uner
• GW-LEVCL DRILLING: fib# Available
LOG OFBORING: $8.5
PAGE 1 0f I
ILON.,,
1ORING DEPTH: 15'
ISIER INMRVAL: Not icy
SCREEN INTERVAL- Appkable
SCRE NIRI ER DIAM- Llai AppVcable
w
I 1
GEOLOGIC DESCRIPTION
1
Lu
.4
4
pMOISTURE
Headepace
OL
Ppm A
O
to W
1500 26DO 25 50 75
0
GROUND SURFACE
i■ �
,r►/j
I
CONCRETE
+yj 1 7 r ... .. # .
• Y a+ . r • � +
1- # r � ■
1
ora . V■ and sand FILA.
4 ■ r
r ■ ;
i 1 r
r � a
r
�
SANDY CLAY, medium plastidty, mistr
1I jI 1 r .
r ,
+I * Y
# ■
_
w r
1 1
i ■
r■wr err
i f
�r
km plasVclty
1
{I
.T i ■
■
ff` Y 1
x ,
wl..A7+
!r
-,�
�j
bterrist�, medium tywet
R��f
1�y
i
# ■ 1
■
r ■
r
.1 1 1 }
V
�!
51`x!
J�
brownish to v n SILTY CLAY, #race w e grayet
CLAY,
} • s
+ 4A
madlurn to low plastidty, molst
Y
.
1 r
Y
Y
to gray. Irm, b�aae to cca a gravel, filgb
rby�rown
1� uci , racist
r
f
■
f
■
■
■
a
;
t
.rt
II •
i
1
f
1
ji r
r
r
1
[�
CL
rl 1 i ■
r ,
1
■
} +
`.J
gray, stiff
'a 1stiff y�/1 r truce coarse v t nvd;um 4V Im
1*
p■4�tI�:Ily, * ■ fVF�iL
1 ■
13
21
f ■
■ ,
■ a
14
iz-16,
Y
Y ■
r ;
a
i
1 a 1
i F
a ■
EVD OF BORING
I
1 a
1.7
■ ,
� ■ r
I Y 4 r
a �
i 4
r ■ 1
1 1 ■
� F ■
1 1 i 1
1i 1+ 11L 117 � 1
i 1 ■
■
PROJECT NAME: SS#058W
INCIDENT NO: 031395
DRILLER: Direct Push Anal ical Cn ..
DRILL METHOD: 0Irect.Push. GeoProbe.
GEOLO ISTIENDINEE :Ilia Gueorgulev
f
I
z
UJ LU j
IL 4 a ?
{ .4
ft"�+'
r
01'5'
s�'
6—
I ' .
l4q.
SOIL BORING IN LOG
LOG OF BORING:B
PAGE 14111
ADDRESS: 1590 S.Elrnhvrs1 Rd. M#. Prospect, IL no + 'S 2CN_=PArty_I[r
DATE. DOM PLETED: 0911 2t2OO3 BORING DEPTH: tai'
MONITORING INSTRUMENT: Min] Rao PID RISER INTERVAL: Not A licable
SAMPLING METHOD: 4' Aceta#a LinerSCREEN INTERVAL: NO A li bto
W1LEVEL DFil-LLING: Not Available S REENIRtSER DIAM: NW, Applicable
r ,
bravwn to gray, trace fine grave[ plus medium sand,
hien plastlCity. insist I I I i 1 I'
CL
+ a
medium plasticity
,
• i I I I � '
:}
:
`
i .
Y
Y
END OF B I N ,
4
1
� ! i
DEOLO IC DESCRIPTION
OISTURE
�
Hoadspace
OlTEIVT °
I
00 1500 2COO
•
25 50 75
rx
0
GROUNO.SURFA E
ASPHALT
a 1
gravel and sand FILL
� i 1
I
buck 1c gray SILTY CLAY, trace medium sand, medium
to low plasticity, dry
1
i . Y
gray (o brown, I■ tIPtI¢ 1417 alf4i■ 17Jw plasticity
4
� 1
l r ,
r , ,
4 �
I I I I I
Y
4
1 + ,
I • I
I I I
YI
D
$
r ; D I
-moll
r
medium pfastidty, very f11oIt
I I I I
I
i
Y
, I
trace Coarse sand puss tine gravel, medium plasticity,
# , 1
{ Y
moist to very moist
I I I I
+ #
Y
1 ,
, , 4
1 + ,
1 Y
trace fine gravel, medl irN y
Y #
, +
+
+
I
abrownish,
plastica, very moist to wet
+ , 1
■ i Y
r ,
bravwn to gray, trace fine grave[ plus medium sand,
hien plastlCity. insist I I I i 1 I'
CL
+ a
medium plasticity
,
• i I I I � '
:}
:
`
i .
Y
Y
END OF B I N ,
4
1
� ! i
SOI
LOG OF BORING: SB.7
PAGE 1 of t
ADDRESS; 1.5 D S.Elmhurst Fid, Nib} Prospect. IL
PROJECT NAME, SM5860
DATE COMPLETED: 0112W03
INCIDENT NO: 031395
DRILLER: Direct Push Anatdical Corp.
DRILL ME7HOD: Dirt Push, GecProbe
RISER INTERVAL. Not Appiicahle
GEOL GISVENGINEER: ilia ueor&ie�
SAMPLING METHOD: 4'Acetate Liner
{
MLEVEL DRILUNG Not Available
W
>_
o
LU of
Wj di
OL � CL
� �
GEOLOGIC DESCRIPTION
h� TUNE
—7
CONTENT %
Headspa�ce
�
• 1 I
,
-
+
500 1 5DO 2500 25 50 75
0
3 ST
a,"
—I—I_1 __T1 1 y
r + 1
1 +
1 i Y
k +
4 *'+
+ r
Y r
}
black tlr�aC} course gravel plus coarse sand, no 2 1
77+y�SILT,,
plasRICi r uist
1
4
1
,
}
trace medium to coarse sand, ,`ugh ptasticit . moist
r � ,
1 1
1 1
Y 1
f
5 k
t * 14
4r
+ } 1
1 f l ,s: +
crT
brownish soft SILTY CLAY. high plasticity, little moist
;
1
ry
t f �
Q {
V
1
R ,
4�"'4jv
�r
1
1 •
Y ;, {
I N60`
r
10— * } 8'-1 Z
}
,
,
0
r
r
r
CL
r
+
•Y'
dark brown, fi{m
I
12
{
1
1
1
r • .Y f
�+yy �• lea
13
}
r
r
�
14 ;' 1=1Y
4
j
.
dark brown ID gray stiff CLAY, trace coarse sand, high
plasticity,most
I
,
■
,
r
,
1
1
1
}
}
,
17 -
+
}
,
Y
,
L BODING LOG
LOG OF BORING: SB.7
PAGE 1 of t
ADDRESS; 1.5 D S.Elmhurst Fid, Nib} Prospect. IL
OC TI ; §' VV cf N_ P k
DATE COMPLETED: 0112W03
BORING DEPTH. 10
M O ITORiNG INSTRUMENT: Mini Rae PID
RISER INTERVAL. Not Appiicahle
SAMPLING METHOD: 4'Acetate Liner
SCREEN INTERVAL; Not Lkplicable
MLEVEL DRILUNG Not Available
SGREENIRISER DIAD. Not Applicable
GEOLOGIC DESCRIPTION
h� TUNE
�
CONTENT %
Headspa�ce
�
500 1 5DO 2500 25 50 75
0
GROUND SURFACE
CONCRETE
—I—I_1 __T1 1 y
r + 1
1 +
1 i Y
k +
gravel and sand PILL, plus red bdck
+ r
Y r
}
black tlr�aC} course gravel plus coarse sand, no 2 1
77+y�SILT,,
plasRICi r uist
1
4
1
,
}
trace medium to coarse sand, ,`ugh ptasticit . moist
r � ,
1 1
1 1
Y 1
f
' • 1
f \ 1
l f f l 1
} \ 1
1
+ } 1
1 f l ,s: +
brownish soft SILTY CLAY. high plasticity, little moist
;
1
�y
bn:yw1 1
1
r 1
r �
} r
1 , r
� I �
1
1 •
Y ;, {
I N60`
}
,
,
0
r
r
r
r
+
dark brown, fi{m
I
f ! I ! +
1
{
1
1
1
}
r
r
�
�
{
,
1
f r
4
j
.
dark brown ID gray stiff CLAY, trace coarse sand, high
plasticity,most
I
,
■
,
r
,
1
1
1
}
}
,
+
}
,
Y
,
END OF BORING
;
+ r
}
F
• i
a
+ +, r ••��. r a• r, � .�.t
r
.�.t- ... fi-.. rte. .. ..�� a +-+f.+r�����,���f+t��
79
80
1
1
a•
'm
A,TTACliMENT 3
Groundwater Laboratory Analytical Report
82
I
aceAnalyfical
wwxpacelabsxom
May 06, 2020
Kelley Sharpe
Arcadis
2410 Paces Ferry Road
Suite 400
Atlanta, GA 30339
RE: Project: 30013305 BP -IL -5860
Pace Project No.: 40207026
Dear Kelley Sharpe:
Pace Analytical Services, LLC
1241 Bellevue Street - Suite 9
Green Bay, WI 54302
(920)469-2436
Enclosed are the analytical results for sample(s) received by the laboratory on May 01, 2020. The results relate only to the
samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the
laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report.
The test results provided in this final report were generated by each of the following laboratories within the Pace Network:
• Pace Analytical Services - Green Bay
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
A
Al -
Laurie Woelfel
laurie.woelfel@pacelabs.com
(920)469-2436
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 1 of 1 E 83
I
aceAnalyfical
Pace Analytical Services, LLC
1241 Bellevue Street - Suite 9
Green Bay, WI 54302
(920)469-2436
CERTIFICATIONS
Project: 30013305 BP -IL -5860
Pace Project No.: 40207026
Pace Analytical Services Green Bay
1241 Bellevue Street, Green Bay, WI 54302
Virginia VELAP ID: 460263
Florida/NELAP Certification #: E87948
South Carolina Certification #: 83006001
Illinois Certification #: 200050
Texas Certification #: T104704529-14-1
Kentucky UST Certification #: 82
Wisconsin Certification #: 405132750
Louisiana Certification #: 04168
Wisconsin DATCP Certification #: 105-444
Minnesota Certification #: 055-999-334
USDA Soil Permit #: P330-16-00157
New York Certification #: 12064
Federal Fish & Wildlife Permit #: LE51774A-0
North Dakota Certification #: R-150
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 2 of 1 E 84
I
aceAnalyfical
SAMPLE SUMMARY
Project: 30013305 BP -IL -5860
Pace Project No.: 40207026
Lab ID
Sample ID
Matrix
Date Collected
Date Received
40207026001
MW -11
Water
04/30/20 09:00
05/01/20 08:25
40207026002
MW -15
Water
04/30/20 08:30
05/01/20 08:25
40207026003
MW -10
Water
04/30/20 09:30
05/01/20 08:25
40207026004
MW -9
Water
04/30/20 10:00
05/01/20 08:25
40207026005
MW -13
Water
04/30/20 10:30
05/01/20 08:25
40207026006
MW -8
Water
04/30/20 11:00
05/01/20 08:25
40207026007
MW -12
Water
04/30/20 11:30
05/01/20 08:25
40207026008
TRIP BLANK
Water
04/30/20 00:00
05/01/20 08:25
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
1241 Bellevue Street - Suite 9
Green Bay, WI 54302
(920)469-2436
Page 3 of 1E85
I
aceAnalyfical
wwxpacelabsxom
Project: 30013305 BP -IL -5860
Pace Project No.: 40207026
Lab ID Sample ID
40207026001 MW -11
40207026002 MW -15
40207026003 MW -10
40207026004 MW -9
40207026005 MW -13
40207026006 MW -8
40207026007 MW -12
40207026008 TRIP BLANK
PASI-G = Pace Analytical Services - Green Bay
SAMPLE ANALYTE COUNT
Method
EPA 8260
EPA 8260
EPA 8260
EPA 8260
EPA 8260
EPA 8260
EPA 8260
EPA 8260
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
1241 Bellevue Street - Suite 9
Green Bay, WI 54302
(920)469-2436
Analytes
Analysts Reported
LAP 8
LAP 8
LAP 8
LAP 8
LAP 8
LAP 8
LAP 8
LAP 8
Page 4 of 1E86
I
aceAnalyfical
wwxpacelabsxom
ANALYTICAL RESULTS
Project: 30013305 BP -IL -5860
Pace Project No.: 40207026
Pace Analytical Services, LLC
1241 Bellevue Street - Suite 9
Green Bay, WI 54302
(920)469-2436
Sample: MW -11
Lab ID:
40207026001
Collected:
04/30/2009:00
Received: 05/01/2008:25 Matrix: Water
Parameters
Results
Units
PQL
MDL
DF
Prepared Analyzed
CAS No. Qual
8260 MSV UST
Analytical
Method: EPA 8260
Pace Analytical
Services - Green Bay
Benzene
<0.25
ug/L
1.0
0.25
1
05/05/20 11:31
71-43-2
Ethylbenzene
<0.32
ug/L
1.1
0.32
1
05/05/2011:31
100-41-4
Methyl-tert-butyl ether
1.91
ug/L
4.2
1.2
1
05/05/20 11:31
1634-04-4
Toluene
<0.27
ug/L
0.90
0.27
1
05/05/2011:31
108-88-3
Xylene (Total)
<1.5
ug/L
3.0
1.5
1
05/05/20 11:31
1330-20-7
Surrogates
Dibromofluoromethane (S)
108
%
70-130
1
05/05/20 11:31
1868-53-7
Toluene -d8 (S)
100
%
70-130
1
05/05/20 11:31
2037-26-5
4-Bromofluorobenzene (S)
90
%
70-130
1
05/05/20 11:31
460-00-4
Date: 05/06/2020 11:53 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 5 of 1E87
I
aceAnalyfical
ANALYTICAL RESULTS
Project: 30013305 BP -IL -5860
Pace Project No.: 40207026
Pace Analytical Services, LLC
1241 Bellevue Street - Suite 9
Green Bay, WI 54302
(920)469-2436
Sample: MW -15
Lab ID:
40207026002
Collected:
04/30/20 08:30
Received: 05/01/20 08:25 Matrix: Water
Parameters
Results
Units
PQL
MDL
DF
Prepared Analyzed
CAS No. Qual
8260 MSV UST
Analytical
Method: EPA 8260
Pace Analytical
Services -
Green Bay
Benzene
<0.25
ug/L
1.0
0.25
1
05/05/20 11:55
71-43-2
Ethylbenzene
<0.32
ug/L
1.1
0.32
1
05/05/2011:55
100-41-4
Methyl-tert-butyl ether
2.OJ
ug/L
4.2
1.2
1
05/05/20 11:55
1634-04-4
Toluene
<0.27
ug/L
0.90
0.27
1
05/05/2011:55
108-88-3
Xylene (Total)
<1.5
ug/L
3.0
1.5
1
05/05/20 11:55
1330-20-7
Surrogates
Dibromofluoromethane (S)
110
%
70-130
1
05/05/20 11:55
1868-53-7
Toluene -d8 (S)
98
%
70-130
1
05/05/20 11:55
2037-26-5
4-Bromofluorobenzene (S)
89
%
70-130
1
05/05/20 11:55
460-00-4
Date: 05/06/2020 11:53 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 6 of 1E88
I
aceAnalyfical
wwxpacelabsxom
ANALYTICAL RESULTS
Project: 30013305 BP -IL -5860
Pace Project No.: 40207026
Pace Analytical Services, LLC
1241 Bellevue Street - Suite 9
Green Bay, WI 54302
(920)469-2436
Sample: MW -10
Lab ID:
40207026003
Collected:
04/30/2009:30
Received: 05/01/2008:25 Matrix: Water
Parameters
Results
Units
PQL
MDL
DF
Prepared Analyzed
CAS No. Qual
8260 MSV UST
Analytical
Method: EPA 8260
Pace Analytical
Services -
Green Bay
Benzene
<0.25
ug/L
1.0
0.25
1
05/05/20 11:07
71-43-2
Ethylbenzene
<0.32
ug/L
1.1
0.32
1
05/05/2011:07
100-41-4
Methyl-tert-butyl ether
<1.2
ug/L
4.2
1.2
1
05/05/20 11:07
1634-04-4
Toluene
<0.27
ug/L
0.90
0.27
1
05/05/2011:07
108-88-3
Xylene (Total)
<1.5
ug/L
3.0
1.5
1
05/05/20 11:07
1330-20-7
Surrogates
Dibromofluoromethane (S)
108
%
70-130
1
05/05/20 11:07
1868-53-7
Toluene -d8 (S)
98
%
70-130
1
05/05/20 11:07
2037-26-5
4-Bromofluorobenzene (S)
90
%
70-130
1
05/05/20 11:07
460-00-4
Date: 05/06/2020 11:53 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 7 of 1E89
I
aceAnalyfical
ANALYTICAL RESULTS
Project: 30013305 BP -IL -5860
Pace Project No.: 40207026
Pace Analytical Services, LLC
1241 Bellevue Street - Suite 9
Green Bay, WI 54302
(920)469-2436
Sample: MW -9
Lab ID:
40207026004
Collected:
04/30/20 10:00
Received: 05/01/20 08:25 Matrix: Water
Parameters
Results
Units
PQL
MDL
DF
Prepared Analyzed
CAS No. Qual
8260 MSV UST
Analytical
Method: EPA 8260
Pace Analytical
Services -
Green Bay
Benzene
<0.25
ug/L
1.0
0.25
1
05/05/20 12:18
71-43-2
Ethylbenzene
<0.32
ug/L
1.1
0.32
1
05/05/2012:18
100-41-4
Methyl-tert-butyl ether
2.8J
ug/L
4.2
1.2
1
05/05/20 12:18
1634-04-4
Toluene
<0.27
ug/L
0.90
0.27
1
05/05/2012:18
108-88-3
Xylene (Total)
<1.5
ug/L
3.0
1.5
1
05/05/20 12:18
1330-20-7
Surrogates
Dibromofluoromethane (S)
111
%
70-130
1
05/05/20 12:18
1868-53-7
Toluene -d8 (S)
99
%
70-130
1
05/05/20 12:18
2037-26-5
4-Bromofluorobenzene (S)
89
%
70-130
1
05/05/20 12:18
460-00-4
Date: 05/06/2020 11:53 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 8 of 1 E 90
I
aceAnalyfical
ANALYTICAL RESULTS
Project: 30013305 BP -IL -5860
Pace Project No.: 40207026
Pace Analytical Services, LLC
1241 Bellevue Street - Suite 9
Green Bay, WI 54302
(920)469-2436
Sample: MW -13
Lab ID:
40207026005
Collected:
04/30/20 10:30
Received: 05/01/20 08:25 Matrix: Water
Parameters
Results
Units
PQL
MDL
DF
Prepared Analyzed
CAS No. Qual
8260 MSV UST
Analytical
Method: EPA 8260
Pace Analytical
Services -
Green Bay
Benzene
<0.25
ug/L
1.0
0.25
1
05/05/20 12:42
71-43-2
Ethylbenzene
<0.32
ug/L
1.1
0.32
1
05/05/2012:42
100-41-4
Methyl-tert-butyl ether
1.5J
ug/L
4.2
1.2
1
05/05/20 12:42
1634-04-4
Toluene
<0.27
ug/L
0.90
0.27
1
05/05/2012:42
108-88-3
Xylene (Total)
<1.5
ug/L
3.0
1.5
1
05/05/20 12:42
1330-20-7
Surrogates
Dibromofluoromethane (S)
106
%
70-130
1
05/05/20 12:42
1868-53-7
Toluene -d8 (S)
100
%
70-130
1
05/05/20 12:42
2037-26-5
4-Bromofluorobenzene (S)
89
%
70-130
1
05/05/20 12:42
460-00-4
Date: 05/06/2020 11:53 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 9 of 1 E 91
I
aceAnalyfical
ANALYTICAL RESULTS
Project: 30013305 BP -IL -5860
Pace Project No.: 40207026
Pace Analytical Services, LLC
1241 Bellevue Street - Suite 9
Green Bay, WI 54302
(920)469-2436
Sample: MW -8
Lab ID:
40207026006
Collected:
04/30/20 11:00
Received: 05/01/20 08:25 Matrix: Water
Parameters
Results
Units
PQL
MDL
DF
Prepared Analyzed
CAS No. Qual
8260 MSV UST
Analytical
Method: EPA 8260
Pace Analytical
Services -
Green Bay
Benzene
<0.25
ug/L
1.0
0.25
1
05/05/20 13:06
71-43-2
Ethylbenzene
<0.32
ug/L
1.1
0.32
1
05/05/2013:06
100-41-4
Methyl-tert-butyl ether
1.3J
ug/L
4.2
1.2
1
05/05/20 13:06
1634-04-4
Toluene
<0.27
ug/L
0.90
0.27
1
05/05/2013:06
108-88-3
Xylene (Total)
<1.5
ug/L
3.0
1.5
1
05/05/20 13:06
1330-20-7
Surrogates
Dibromofluoromethane (S)
109
%
70-130
1
05/05/20 13:06
1868-53-7
Toluene -d8 (S)
98
%
70-130
1
05/05/20 13:06
2037-26-5
4-Bromofluorobenzene (S)
88
%
70-130
1
05/05/20 13:06
460-00-4
Date: 05/06/2020 11:53 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 10 of 1E92
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ANALYTICAL RESULTS
Project: 30013305 BP -IL -5860
Pace Project No.: 40207026
Pace Analytical Services, LLC
1241 Bellevue Street - Suite 9
Green Bay, WI 54302
(920)469-2436
Sample: MW -12
Lab ID:
40207026007
Collected:
04/30/2011:30
Received: 05/01/2008:25 Matrix: Water
Parameters
Results
Units
PQL
MDL
DF
Prepared Analyzed
CAS No. Qual
8260 MSV UST
Analytical
Method: EPA 8260
Pace Analytical
Services -
Green Bay
Benzene
653
ug/L
10.0
2.5
10
05/05/20 14:18
71-43-2
Ethylbenzene
53.7
ug/L
10.6
3.2
10
05/05/2014:18
100-41-4
Methyl-tert-butyl ether
104
ug/L
41.5
12.5
10
05/05/20 14:18
1634-04-4
Toluene
<2.7
ug/L
9.0
2.7
10
05/05/2014:18
108-88-3
Xylene (Total)
21.8J
ug/L
30.0
15.0
10
05/05/20 14:18
1330-20-7
Surrogates
Dibromofluoromethane (S)
108
%
70-130
10
05/05/20 14:18
1868-53-7
Toluene -d8 (S)
100
%
70-130
10
05/05/20 14:18
2037-26-5
4-Bromofluorobenzene (S)
92
%
70-130
10
05/05/20 14:18
460-00-4
Date: 05/06/2020 11:53 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 11 of 1 E 93
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ANALYTICAL RESULTS
Project: 30013305 BP -IL -5860
Pace Project No.: 40207026
Pace Analytical Services, LLC
1241 Bellevue Street - Suite 9
Green Bay, WI 54302
(920)469-2436
Sample: TRIP BLANK
Lab ID:
40207026008
Collected:
04/30/20 00:00
Received: 05/01/20 08:25 Matrix: Water
Parameters
Results
Units
PQL
MDL
DF
Prepared Analyzed
CAS No. Qual
8260 MSV UST
Analytical
Method: EPA 8260
Pace Analytical
Services -
Green Bay
Benzene
<0.25
ug/L
1.0
0.25
1
05/05/20 07:57
71-43-2
Ethylbenzene
<0.32
ug/L
1.1
0.32
1
05/05/20 07:57
100-41-4
Methyl-tert-butyl ether
<1.2
ug/L
4.2
1.2
1
05/05/20 07:57
1634-04-4
Toluene
<0.27
ug/L
0.90
0.27
1
05/05/20 07:57
108-88-3
Xylene (Total)
<1.5
ug/L
3.0
1.5
1
05/05/20 07:57
1330-20-7
Surrogates
Dibromofluoromethane (S)
98
%
70-130
1
05/05/20 07:57
1868-53-7 HS
Toluene -d8 (S)
98
%
70-130
1
05/05/20 07:57
2037-26-5
4-Bromofluorobenzene (S)
91
%
70-130
1
05/05/20 07:57
460-00-4
Date: 05/06/2020 11:53 AM
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.
Page 12 of 1E94
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QUALITY CONTROL DATA
Project: 30013305 BP -IL -5860
Pace Project No.: 40207026
Pace Analytical Services, LLC
1241 Bellevue Street - Suite 9
Green Bay, WI 54302
(920)469-2436
QC Batch: 353929 Analysis Method: EPA 8260
QC Batch Method: EPA 8260 Analysis Description: 8260 MSV UST -WATER
Laboratory: Pace Analytical Services - Green Bay
Associated Lab Samples: 40207026001, 40207026002, 40207026003, 40207026004, 40207026005, 40207026006, 40207026007,
40207026008
METHOD BLANK: 2048630 Matrix: Water
Associated Lab Samples: 40207026001, 40207026002, 40207026003, 40207026004, 40207026005, 40207026006, 40207026007,
40207026008
Blank Reporting
Parameter Units Result Limit MDL Analyzed Qualifiers
Benzene
ug/L
<0.25
1.0
0.25
05/04/2015:11
Ethylbenzene
ug/L
<0.32
1.1
0.32
05/04/2015:11
Methyl-tert-butyl ether
ug/L
<1.2
4.2
1.2
05/04/20 15:11
Toluene
ug/L
<0.27
0.90
0.27
05/04/2015:11
Xylene (Total)
ug/L
<1.5
3.0
1.5
05/04/20 15:11
4-Bromofluorobenzene (S)
%
92
70-130
96
05/04/20 15:11
Dibromofluoromethane (S)
%
102
70-130
104
05/04/20 15:11
Toluene -d8 (S)
%
100
70-130
100
05/04/20 15:11
LABORATORY CONTROL SAMPLE: 2048631
Parameter Units
Spike LCS LCS % Rec
Conc. Result % Rec Limits Qualifiers
Benzene
ug/L
50
51.1
102
70-130
Ethylbenzene
ug/L
50
54.4
109
80-120
Methyl-tert-butyl ether
ug/L
50
55.4
111
61-129
Toluene
ug/L
50
53.3
107
80-120
Xylene (Total)
ug/L
150
164
109
70-130
4-Bromofluorobenzene (S)
%
Max
Parameter
96
70-130
Dibromofluoromethane (S)
%
Result
Result
104
70-130
Toluene -d8 (S)
%
RPD Qual
Benzene
100
70-130
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2049033
2049034
MS
MSD
40207039001
Spike
Spike
MS
MSD
MS
MSD
% Rec
Max
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD
RPD Qual
Benzene
ug/L
<0.25
50
50
51.7
50.6
103
101
70-136
2
20
Ethylbenzene
ug/L
<0.32
50
50
55.3
54.0
111
108
80-120
2
20
Methyl-tert-butyl ether
ug/L
<1.2
50
50
55.2
54.6
110
109
61-136
1
20
Toluene
ug/L
<0.27
50
50
53.5
52.7
107
105
80-120
2
20
Xylene (Total)
ug/L
<1.5
150
150
165
161
110
107
70-130
2
20
4-Bromofluorobenzene (S)
%
99
97
70-130
Dibromofluoromethane (S)
%
105
104
70-130
Toluene -d8 (S)
%
99
98
70-130
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/06/2020 11:53 AM without the written consent of Pace Analytical Services, LLC.
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QUALIFIERS
Project: 30013305 BP -IL -5860
Pace Project No.: 40207026
DEFINITIONS
Pace Analytical Services, LLC
1241 Bellevue Street - Suite 9
Green Bay, WI 54302
(920)469-2436
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
TNTC - Too Numerous To Count
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and
bias for a specific analyte in a specific matrix.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI -The NELAC Institute.
ANALYTE QUALIFIERS
HS Results are from sample aliquot taken from VOA vial with headspace (air bubble greater than 6 mm diameter).
REPORT OF LABORATORY ANALYSIS
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Date: 05/06/2020 11:53 AM without the written consent of Pace Analytical Services, LLC. Page 14 of 1
96
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QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: 30013305 BP -IL -5860
Pace Project No.: 40207026
Lab ID Sample ID
Pace Analytical Services, LLC
1241 Bellevue Street - Suite 9
Green Bay, WI 54302
(920)469-2436
Analytical
QC Batch Method QC Batch Analytical Method Batch
40207026001
MW -11
EPA 8260
353929
40207026002
MW -15
EPA 8260
353929
40207026003
MW -10
EPA 8260
353929
40207026004
MW -9
EPA 8260
353929
40207026005
MW -13
EPA 8260
353929
40207026006
MW -8
EPA 8260
353929
40207026007
MW -12
EPA 8260
353929
40207026008
TRIP BLANK
EPA 8260
353929
Date: 05/06/2020 11:53 AM
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.
Page 15 of 1E 97
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'm
A,TTACliMENT 4
Hydraulic Conductility CalCUlations
103
10.
D t
L
S
{
a
C
e
rr -ce
e
n
t
f
i
. 0.6 1.2 1.8 2.4 3.
Time min
WELL TESTANALYSIS
Data Set: P:...1 880 MW -11.a t
Date: 1 I 7109 Time: 10:59:02
PROJECT 11F MATT 1
Company: Pay can -CMD Associates
Client SP Products North America
Project B P #5860
Test Location: Elmhurst Fid Mt Pro of IL
Test Well: MW -11
Test Date: MW -1
AQUIFER DATA
Saturated. Thickness: 20. ft
Anisotropy Rab lz lr- : 1. }
f
WELL DATA A 1-1 1
Initial Displacement., 1. ft
i
Water Column Height: 10.83 ft
Casing Radius. 0.08833 ft
Wellbore Radius. 0.3542 ft
Screed Length: 10. ft
Gravel Pack Porosity: 0.25
# J
SOLUTION
..
Aquifer .Model: Unconfined
r
Solution Method: BOLwer-d ice {
Y
K = 2-54E-07 cm/sec
i
O = 3.39 1 ' ft _ 104
AQTESOLV for Windows
Data Set; NB P\IIllnois\Sites\05360 - 1 590 S. Elmhurst Rd., Mt. Prospect\Slug test\MW-11\5860 M-11.agt
Date: 11/17/09
Tune: 1:3:47
PROJECT INFORMATION
Company: Pan can -DI ID Associates
Client: BP Products Norte America
Project: BP 45866 ,
L cabom Elmhurst Rd, Mt Prospect, IL
Test Date: MSI -11
Test Well: MW -11
AQUIFER DATA
Saturated Thickness.- 20. ft
Anisotropy ratio KztI r : 1.
OBSERVATION WELL DATA
Number of observation wells: 1
Observation Well No. 1: MW -1 1
Location: 0. ft
Lo abort: 0. f
No. of observations: 142
Observation Data
Tune see
Displacement
Time seg
Displacement ft
Time see
Dislaoernent ft
0.85
2.751
1.45
3.545
2.25
3.553
0.557
3.08
1.467
3.543
2.267
3.558
0.33
3.188
1.433
3.54
2.233
3.55../
0.7
3.167
1.5
3.543
2.3-
3.559
.717
3.217
' 1.517
3.543
2.3.7
3.559
0.733
3.29
1.533
3.544
2.333
3#555
9.75
3.339
1.55
. 3.545
2,35
3.556
0.767
3.371
1.567
3.547
2.367
3.558
0.733
3,413
1.533
3.544'
2.363
3.559
0.5
3.433
1.1./
3.546
2.4
3.553
0.317
3.462
1.624
3.538
2.417
3.555
9.533
3.475
1.633
3.55 -
2.433
3.559
0.85
3+J. 185
1.55.
3.547
2.45
3.559
0.867'
3.496
3 s 4 95
1.557
3.545
2.467
3.557
0.883
3.505
1.553
3.545
2.483 {
3.554
0.9
3.507
1.7
3.547
2.5
3.558
0,917
3.513
1.717
3.543
2.517
3.557
9.933
3.509
1.733
3.542
2.533
3.558
0.95
3.517
1.75
3+549
2.55
3.551
0.967
3.52-2
1.767
3.549
2.567
3.558
0.983
3.62.
1.783
3.551
2.583'
3.558
11/17/09 0
.
1
10:58-47
t
105
ATEOLV for Windows
Time sec
is la meat_f t
Time
Displacement Lftj
Time sec
i pt emn } -
I .
3.523
1.8
3.55
2.6
3.56
1,017
3.523
1.817
3.049
2.817
3.58
'l .033
3.525
1.833
3.549
2.833
3.559
1.05
3.528
1.85
3.849
2.65
3.559
1.067
3.53
1.367
3.547
2.807 -
3_9 '
1.083
3.535
1.383
3.549
2.883
3.552
1.1
3.531
1.9
3.552
2.7
3.559
1.117
3.838
1.917
3.55
2.717
3.559
1.133
3.535
1.933'
3.548
2.733
3.001
- 1.15
3.535
1.98
3.55
2.75
3.581
1.167
3.536
1.967
3.552
2.767
3.559'
1.133
3.535
1.983
3.55
2.783
3.502
1.2
3.535
2.
3.55
2.8
3.562
1.217
3.534
2.017
3.552
2.817
3.56
1.233
3.539
2.033
3.553
2,833
3.554.
1.25
3.537
2.05
3.85
2.85
-3.564
1.267..
3.54
2.057
3.55
2.887
3.562
1.283
3.541
2.083
3.533
2.883
3.50
.1.3
3.54
2.1
3.55
2.9
3.553
11.317
3.541
.1'1 '
3.582
2.1917
3#562
1.333
3.54'1
I
2 .13
3.549
2,933
3.562
1.33
3.538
2.15
3.552
2.95
3.563
1.367
3.54
2.167
3.549
2.907
3.563
1,383
3.539
2.183
3.551
2.983
3.505
1,4
3.543
2.2
3.553
- 3.
3.504 -
1.417
3.543
2.217
3.555
. 1.433
3.543
2.233
3.558
SOLUTION
Aquifer Model. Unconfined
Solutlan Method-, Bouvier Ri e
_
VISUAL ESTIMATION RESULTS
Estimated Parameters
Parameter Estimate
1.524E-05 cm/sec
O 3.39# ft
-AUTOMATIC ESTIMATION RESULTS
.
Estimated Parameters
i
a
Parameter Estimate Std. Error
1..524E-05 0.00074cm/sec x
i
O 3.391' 0.03983 ft +
Parameter CorrelaUons
i
11/17109 2 10.58.7 r
}
106
' 1
TES D• for Windows.
K yO
K 1.00 0.94
yO 0. 94 1. 00
Residual Statistics
for weighted residuals
Sum of Squares...
3.875.4
Variance ...........
0.027613 ft2
Std. Deviation
0.1664 ft
Mean ..............
0.1333 ft
No. of Residuals...
142.
No. of Estimates...
2
11/17109 3
10*058-.47
107
1
AQUIFER DATA
1
10.D
i
'
5
p o m o0
INUal Displacement 1. ft _
r
G p
Well ore Radius: 0.3542 ft -
e
Screen Length : 10. ft
M
n
SOLUTION
t
'
f
Solubon Method: Bouwer-Rice
1.524E-0 cm/sec
YO = 4.432 ft
0. 3_
'Data
Set:
Date: 11/17/09
Time (sec)
- WELL TEST ANALYSIS
Time: 10:58:01
PROJECT INFORMATION
Company: Pay een-C11D Associates
Client SP Products North Amer -ca.
Project; DP # 5800
Test Location: Elmhurst Rd, -Mt Prey e t IL
Test Well: MW -13,
.
Test Date: MW -1
AQUIFER DATA
Saturated Thickness: 20. ft
Ani otroRat'
Py o(Kz/Kr): 1..
-
WELL DATA (MW -1 3
INUal Displacement 1. ft _
MColumn
lumn Hei h#. 9.5 ft
Casin ' aiu : 0.03333 ft
Well ore Radius: 0.3542 ft -
Screen Length : 10. ft
Gravel Pack Porosity: 0 .25
SOLUTION
Aquifer Model: Unconfined
Solubon Method: Bouwer-Rice
1.524E-0 cm/sec
YO = 4.432 ft
A TES LV for Windows
Da Set.
Date. 1 1117/09
'
Time. 10.66.07
PROJECT INFORMATION
Company: Pen a n -CI D Associates
'
Client. EP Products North America
Project: BP # 5866
Locati n: Elmhurst Rd, Mt Prospect, IL
Test Gate: MW -1
Test Well: MW -1 3
AQUIFER DATA
Baturat6d Thickness: 20. ft
Anisotropy Ratio K1Kr. 1.
OBSERVATION WELL DATA
.
Number of observation wells: 1
Observation Well No. 1: MW -1
X Location: 0. f
Locaflon : 0.1't
No. of observations: 57
_ Observation Data
Time sec Di piacerneTime secDig
lace e�nt
Tune sec
U i plac r en
f_tn
0.45 3.48 0.85
4.622
13.65
4.727
6.467 3.74 0.933
4.682
13.67
4.729
0.463 3.94 1.033
4.642
13.66
4.727
0.5 4.076 1.133
4.651
13.7-
4.727
0.517 4.167 1.25
4.665
13.72
4.725
0.533 4.279 1.567
4.572
13.73
4.727
6.55 4.349 2.117
4.661
13.75
4.728
0.567 4.409 2.25
4.598
13.77
4.728
0.663 4.431 2.75
4-707 0/
13.76
4.726
0.6 4.461 2.917
0.617 4.507 4.933
4.711
4.702
13.8
13,82
4.727
4.73
0.633 4.526 6.917
.4.71 1
13.68 -
4.73
0.65 4.544 10.3
4.721
13.88.
4.726
0.667 4-557 13.56
4.739 _
13.
4.73
3
0.683 4.566 13.57
4J2'9
13.9
4.725 4
0.7 4.579 13.58.
4.727
13.9
4.726
0.733 4.588 13.6
4.729
13.92
4
1
4.72'7
0.75 4.604 1.3-62
4.727
13.93
4.729 '
0.817 4.613 13.3
-4.726
13.95
4.73 _
SOLUTION
+T
a }
i
T
11/17109
1
' , E
10:58:07
r
109
AQTESOLV for Windows
Aquifer Model: Uhcon fined
Solution Method: Qu er-bice
VISUAL ESTEMATI f RESULTS'
ULTS
Estimated Parameter&
Parameter Estmate
0.0001 866 errs/see
0 4.45 ft -
AUTOMATIC ESTIMATION FELT
Estimated Parameters
Parameter Emee Std. Error
1.524E-05 0.0001754'cm/sec r
0 4.432 0.06036 ft
Parameter Correlations
1.00 03
yO 0.74 1.0
Residual Stafisfics
for weighted residuals
Sura of Squares... 5.14 ft
Y areae........... 9.34 ft
Std. Oeviabon . .. 0.3057 f#
Mean .............. 0.1598 ft
No. of Residuals... 57.
. of Es mates...
r
4
r 5
i
- r
G
+ i
i
i
r
t
r
i
F
11/17109 7 1
110
• t
ATTACIAMENT 5
RBCA Calculations and Spreadsheets
Illinois En vironmental Protection Agency
.... ........ .......................................... . .
Bureau , of Landa 1021 N. Grand AvenueE. 9 RO, Box 19276 9 Springfield * Illinois * 62794-921,76
The Illinois EPA Is authorized,tol requirethis Information undileir Section 4 and Title XVI of thile Environmental Protection Act (415 ILCS 5,14, 5157 - 57.17). Failure to, disclose this Information
may riesuft I n a civil penatty of not to excieled $50, 000.00 f or-thieviolation and i add Itl onal clivi I penalty, of not to exceed $ 10, D043 .00 for, lieh day du rin g wh I ch tip violation cont.1 nues (415
ILCS5142). Any, person who knowingly makes a falsei, fictitious, out~ fraudulent material statement, orally or In writing,to the 1111nolls EPA commits a Class 4 felonly. Asecondorsnubs equient,
offensile after, conviction Is a Class 3, felony (415 ILLS 514,4(h) and 7.17)1. This form has been approved by the Forms Management Center.
Le i iin g U n lid aiirg ii n d S tio, iira g e T a, lin "r g iiia rn
RBCA Input Parameters fair Use with� Tier 2 Calculations
A. Site lldentifl cation
1EMA Incident # (6- or 8-idigit): 200311 3 IIIIEPA IILPC # (1 -dilligit)1-11 03119850718,
Site Narne- Former RP Station #5860
Sit,eress (not a P.O. Box1590 South Elmhurst Road
City- Mt. Prospect County- Cook dillp Code'll, 60056
Leakfng U1ST Technllcall File
B. Tier 211 Calculation Information
Equatin on(s) ii se (ex: II R12, R14,o R26) - R26
Contact Information forividual Who Plerfibrmiled Calculations: J ames M - J acobsen,, Arcad is,, 10 1
Cres side Ridge (Not.,, Suite,200, Rosevi[le, GA'95678,, 916.865.3144,,,james.jacobseri @arca dis,.c�m
I
Land Use- Ind./Corn. Soil Type: Silty C]ay
Groundwater: ri' Class I F Class 11
Mass IUrrlit: Yes f 'x N�o If Yes, then Specify Acreage- r 0.5 raw 1 r-2 F 5 r- 1 o F-30
Result from S, 17/' 28 used in R26? F" Yes NIo Specify, CS S., rce firo m S 1 7/'S 2 8 mg/L
Mass Limit Acreage or than defau1ts musllways be rounded
Fallluuse siite-specfflc parameters where allowed coulld affect payment from
thile
bind iergrounli:11 Storagle Tank F'u�nd.
Maps, depicting source width,i plume dimensions,, lis tance, etc. must also be submitted.
Inputs must be submitted in the designated u6it.
Symbol Unit Symbol Unit
,ATc
70 yr
AT1q
yr
BW
70 kg
Csource
mg/L
C(X)
mig/L
C('tlesisXVC.9ource
uni
d
CM
Dair
CMI/s,
Dwater
'CW/s
Dqeff
'Ws
ED
yr
EF
d/yr
IL 5132-28,61 RBCA Input Parameters
LPC 646 8107 1 olf 3 112
Inddent #11-1 2'0031395 Chernl'cal: Benzene Land Use: Ind./Com.
Symbol
Unit
erf"
0,05
unifless
Rd
0
g/g
Glwcomp
mg/L
GWS()Lj rce,
to
mg/L
H
CM3, water/cm,"'air
(carcinogen�ic)
0.06
CM/cm
RB&Lair
30
cm/yr
lRair
2
M 3,/d
[Rsoi,
mg/d
I R,
L/d
K
132
CM/d for R1 51, R 1 19,1
SA
31P 160
R2&, cm/yr for R24
KoIc
6,�56
CM3/g or L/kg
��k, (nan-ioni,ang
120
CM3water/19sail
organ�ics)
(mg/kg - d),-'
k, (ioniizing
CM3 water/19sail
organ�ics)
unitlesis
k, (inorganiics)
CM3 water/19soil
Ls
100
CM
LF,w
225
(rng/Lwater)
Uqw
/(rng/kgsO,jj)
M
0.5
/'C 2.
Pe
6.9 . -14
g/CM2-S
AFd
0.5
unifless
Symbol
Unit
RAFd (PNAs)
0,05
mil ss
Rd
0
uni'fless
Onorganics)
RAFO
to
unitlesis
RBSLcjir
Pg/,M3
(carcinogen�ic)
RB&Lair
M3
(n on ca, rc i n o g en c)
1RfD1
rng/kg-1d
ROO
mg/'kg-d
SA
31P 160
CM,2 /d
S'd
6,�56
cm
Sw
120
cm
S�
(mg/kg - d),-'
SFO
(mg/kg -d)-1
THQ
unitlesis
TR
unitlesis
U
0.2135
cm/d
Uair
225
CM/S
Uqw
cm/'yr
VFP
kg,/M3
kg,/�M3
VF,3,,3
kg,/M3
RBCA Input Parameters
2 of 3
113
Incident #-. 20031395 Chemical:
Symbol Unit
lw
IlResult Unit(s)
Cm
w
R21
gwater/gso,il
x
=cm
IIR8
ax
205
cm
ay
68
cm
a
=10
cm
hair
200
Cm
6gw
200
Cm
Equation
IlResult Unit(s)
R1
��mg/kg
R21
= mg/kg
IIR7
= mg/kg
IIR8
mg/kg
RI 2
mg/kg
R25
m�gIL
Benzene Land IIse: Iinid./Com.
Symbol Unit
Oti's
CM3 ai,/CM3 Soil
Ow's
CM3 wate,/,cmlsoil
110T
0.37
CM3/CM3 soil
A
— 0.0009
V
3.1416
g/,CM3
Pw
1
CM3,
T
9.46 -1 G8
s
RBC Illnput Parameters,
3 of 3 114
Illinois En vironmental Protection Agency
.... ........ .......................................... . .
Bureau , of Landa 1021 N. Grand AvenueE. 9 RO, Box 19276 9 Springfield * Illinois * 62794-921,76
The Illinois EPA Is authorized,tol requirethis Information undileir Section 4 and Title XVI of thile Environmental Protection Act (415 ILCS 5,14, 5157 - 57.17). Failure to, disclose this Information
may riesuft I n a civil penatty of not to excieled $50, 000.00 f or-thieviolation and i add Itl onal clivi I penalty, of not to exceed $ 10, D043 .00 for, lieh day du rin g wh I ch tip violation cont.1 nues (415
ILCS5142). Any, person who knowingly makes a falsei, fictitious, out~ fraudulent material statement, orally or In writing,to the 1111nolls EPA commits a Class 4 felonly. Asecondorsnubs equient,
offensile after, conviction Is a Class 3, felony (415 ILLS 514,4(h) and 7.17)1. This form has been approved by the Forms Management Center.
Le i iin g U n lid aiirg ii n d S tio, iira g e T a, lin "r g iiia rn
RBCA Input Parameters fair Use with� Tier 2 Calculations
A. Site lldentifl cation
1EMA Incident # (6- or 8-idigit): 200311 3 IIIIEPA IILPC # (1 -dilligit)1-11 03119850718,
Site Narne- Former RP Station #5860
Sit,eress (not a P.O. Box1590 South Elmhurst Road
City- Mt. Prospect County- Cook Zillp Code'll,
Leakfng U1ST Technllcall File
B. Tier 211 Calculation Information
Equatin on(s) ii se (ex: II R12, R14,o R26)-R26
Contact Information for ividual Who Plerfibrmiled Calculations: James M. Jacobsen,, Arcadis,, 101
Creekside Ridge (Not.,, Suite,200, Rosevi[le, GA'95678,, 916.865.3144,,,james.jacobsemen @arca dis,.cpm
I
Land Use- In./Cornd./Co. Soil Type: Silty C]ay
Groundwater: ri' Class I F Class 11
Mass IUrrlit: Yes f 'x N�o If Yes, then Specify Acreage- r— 0.5 raw 1 r-2 F 5 r- 1 o F-30
Result from S, 17/' 28 used in R26? F" Yes NIo Specify, CS S., rce firo m S 1 7/'S 2 8 mg/L
Mass Limit Acreage or than defau1ts musllways be rounded
Faill re to use sib e-specfflc parameters where allowed coulld affect payment from
thile Undiergrounli:11 Storagle Tank F'mond.
Maps, depicting source width,i plume dimensions,, di,stance, etc. must also be submitted.
Inputs must be submitted in the designated u6it.
Symbol Unit Symbol Unit
,ATc
70 yr
AT1q
yr
BW
70 kg
Csource
mg/L
C(X)
mig/L
C(tlesisXVC.9ource
uni
d
CM
Dair
CMI/s,
Dwater
'CW/s
Dqeff
'Ws
ED
yr
EF
d/yr
IL 5132-28,61 RBCA Input Parameters
LPC 646 8107 1 olf 3 115
Inddent #11-1 2'0031395 Chernl'cal: WIRE Land Use: Ind./Com.
Symbol
Unit
erf"
0,05
unifless
Rd
0
g/g
Glwcomp
mg/L
GWS()Lj rce,
to
mg/L
H
CM3, water/cm,"'air
(carcinogen�ic)
0.06
CM/cm
RB&Lair
30
cm/yr
lRair
2
M 3,/d
[Rsoi,
mg/d
I R,
L/d
K
132
CM/d for R1 51 C R 19,1
SA
31P 160
R2&, cm/yr for R24
KoIc
6,�56
CM3/g or L/kg
��k, (nan-ioni,ang
120
CM3water/19sail
organ�ics)
(mg/kg - d),-'
k, (ioniizing
CM3 water/19sail
organ�ics)
unitlesis
k, (inorganiics)
CM3 water/19soil
Ls
100
CM
LF,w
225
(rng/Lwater)
Uqw
/(rng/kgsO,jj)
M
0.5
/'C 2.
Pe
6.9 . -14
g/CM2-S
AFd
0.5
unifless
Symbol
Unit
RAFd (PNAs)
0,05
mil ss
Rd
0
uni'fless
Onorganics)
RAFO
to
unitlesis
RBSLcjir
Pg/,M3
(carcinogen�ic)
RB&Lair
M3
(n on ca, rc i n o g en c)
1RfD1
rng/kg-1d
ROO
mg/'kg-d
SA
31P 160
CM,2 /d
S'd
6,�56
cm
Sw
120
cm
S�
(mg/kg - d),-'
SFO
(mg/kg -d)-1
THQ
unitlesis
TR
unitlesis
U
0.2135
cm/d
Uair
225
CM/S
Uqw
cm/'yr
VFP
kg,/M3
kg,/�M3
VF,3,,3
kg,/M3
RBCA Input Parameters
2 of 3
116
Incident #-. 20031395 Chemical:
Symbol Unit
lw
IlResult Unit(s)
Cm
w
R21
gwater/gso,il
x
=cm
IIR8
ax
205
cm
ay
68
cm
a
=10
cm
hair
200
Cm
6gw
200
Cm
Equation
IlResult Unit(s)
R1
��mg/kg
R21
= mg/kg
IIR7
= mg/kg
IIR8
mg/kg
RI 2
mg/kg
R25
m�gIL
MTBE Land IIse: I�nid./Com.
Symbol Unit
Oti's
CM3 ai,/CM3 Soil
Ow's
CM3 wate,/,cmlsoil
110T
0.37
CM3/CM3 soil
A
110
V
3.1416
g/,CM3
Pw
1
CM3,
T
9.46 -1 G8
s
RBC Illnput Parameters,
3 of 3 117
co
r
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A,TTACIAMENT 6
Illinois EPA Property Owner Form
121
N
N
Illinois EnviagencyTOM
1021 North Grand Avenue East e P.0. Box 1927 •Springfield • Iliinais • 62794-927 • (217) 782-3397
The Ag en cy is authorl .ed to require this infcrmation under S e cd on 4 and Title V] of the Environmental Protection Act (415 1 L 5157 } 57.19) . Failure to
disclose this information may result in a civil penalty of not to exceed $50,000.00 for the violation and an additional civil penalty of not to exceed $10,000.00 for
each daft during which the violation continues (415 ILCS 5142). Any person who knowingly makes a false, fictitious, or fraudulent material statement or
r pre entabon, orally or ire wri inn. to the Agency, or to a unit of local governr ent to which the Agency has delegated authority under subs t -tori r) of Section 4 of
this Act related to or required by this Act, a regulation adopted under this Act, any federal law or regulation for which the Agency has responsibility, or any permit,
term} or cond[tion thereof, commits a Class 4 feiony, and each such statement or wfiting shall be considered a separate Class 4 felony. A person who, after being
convicted under paragraph 415 1L 5/44 h�( , violates paragraph 415 ILCS 5144 h a second or subsequent time., commilts e Class 3 felony. f415 ILCS
5{44). This form has been approved by the Forms Management Center.
Leaking Underground Storage Tank Program
Property Owner Summary
A. Site Identification
1EMA Incident # t or -digit)-- 20031895
Site Name: Mount Prtorr BP Station 95860
Site Address (not a P.0, Box):
City, Mount Prospect
Leaking LAST Technical File
1 590 South Elmhurst Road
County, Cook
[EPA LPC# -iii: 031 1985078
Zip Code: 60056
Engineered barriers, institutional controls, and other use restrictions, it any, proposed for this site may not
be implemented without approval by the title holder(s) of record for the above-named property or the
agent of such person(s), These controls and restrictions will be identified in the No Further
Remedlation (NFR)L e t r} which must be rewordedpropin the chain f title for the r prty. F ilur to maintain
these controls is grounds for voidance of the NFR Let ;r_
. Preventive., Engineering, and Institutional Controls and Land Use Limitations
The following controls and restrictions are. proposed for the above-named site:
R industrial/commercial lard use limitation,
-site groundwater restriction prohibiting the use of groundwater beneath the site as a potable
water
[:] An engineered barrier: [] Building, 0 asphalt/concrete, or [] Other -
0
0
(description)
Concrete Base with no Sumps;
Building Control Technology- Existing Future
Groundwater ordinance- With a MDU; Without a M L x
Construction worker caution notification;
Maintain clean soil barrier (indoor inhalation):
Other:
None (There are no proposed institutional controls other than the NFR Letter -)-
IL 532-2551
LPC 568 Rear. Dec 2018 Property Owner Summary Page 1 of 2
M
N
TOM
C. Property Ownership Declaration
Report Title, Corrective Action Completion Report/Amended CAP Budget
Report Date:
I hereby affirm that # have reviewed the attached report entitled Corrective Action Completion ReportlAmended
CAP Budget and dated , and that I accept the terms and conditions set forth therein, including any land use
.imitations f that apply to propel I earn. I further affirm that I have no objection to the recording of a No Further
Remediation Letter ontainin the terms and conditions identified in the report upon the property I own.
Name of Property Owner-
Name
of Officer erv, _—t, t
�., .::°.. �..
-
Mailing Address:
city-
State
it State - ..
Zip Code.
f
Signature: A</..,�Zk
Cate
r
D. Site Description
Reil Estate Tax/Parcel Index Number-
18-14-403-024
urr:
M-1 - 2
Legal Description of Site (must be provided on a separate sheet) -
IL 532-2551
LPC 568 Rev. Dec 2018 Propel Owner Summary 'age 2 of
A,TTACIAMENT 7
Draft EnArownental
124
O
=buftt
turl andONS.. assets
Cook County Department of Transportation and Highways
69 West Washington Street, 24th Floor
Chicago, Illinois 60602
(portion of Dempster Road)
Subject:
Environmental Notice
Mount Prospect/Former BP Station #5860
1590 South Elmhurst Road
Mount Prospect, Illinois
LPC #0311985078 — Cook County
EMA Incident #20031395
Dear Property Owner:
On behalf of BP Products N.A., Inc. (BP), Arcadis U.S., Inc. (Arcadis) is
submitting this correspondence to inform you that BP is performing an
environmental response action at Former BP Service Station #5860. The
response action is being performed because concentrations of unleaded gasoline
constituents -of -concern in the groundwater exceed the Tier 1 remediation
objectives of 35 III. Adm. Code 742. The response action consists of soil and
groundwater investigation activities and a risk-based closure strategy pursuant to
35 III. Adm. Code 742.
To protect human health, Illinois regulations require that BP either clean up the
concentrations of constituents -of -concern in groundwater to the Tier 1
remediation objectives or demonstrate that the groundwater in the area of the
release will not be used as potable water. Groundwater is the water beneath the
ground stored in the pores of soil and rock; some communities and homeowners
pump this water out of wells to supply potable water. Potable means fit for human
consumption including drinking, bathing, preparing food, washing dishes, and so
forth.
On [INSERT DATE], the President and Board of Trustees adopted an ordinance
that strictly prohibits the human and domestic consumption of the groundwater
beneath your property as depicted on Figure 1. Under Illinois regulations, a local
ordinance that effectively prohibits the installation and use of potable water
supply wells may be used as an institutional control to allow contamination above
the groundwater ingestion remediation objectives to remain in the groundwater
IL 05860 Environmental Notification Cook County
Arcadis U.S., Inc.
101 Creekside Ridge
Court
Suite 200
Roseville
California 95678
Tel 916.786.0320
www.arcadis.com
ENVIRONMENT
Date:
DRAFT
Contact:
James M. Jacobsen, P.G.
Phone:
916.865.3144
Email:
james. jacobsen(ab-arcad is.com
Our ref:
30013305.6A000. C
Page:
1/2
125
Einviiiiroinimeinttification
III IIFT
(35 III. Adm. Code 742.1015). An institutional control is a legal mechanism for imposing a restriction on
land use. The Illinois Environmental Protection Agency (Illinois EPA) has determined that the Village of
Mt. Prospect ordinance meets the regulatory requirements for use as an institutional control. BP has
requested and has been granted approval from the Illinois EPA to use the groundwater ordinance as an
institutional control.
This means that you would not be able to install or use a private, potable water well within the ordinance
area. Based on the remediation objectives established in reliance on this proposed ordinance,
groundwater beneath your property may potentially not be suitable for human or domestic consumption.
Illinois regulations require that you be notified of these facts.
A copy of the proposed ordinance is provided as Attachment 1. To learn more about Former BP Service
Station #15875, please contact the Illinois EPA, Bureau of Land project manager, Mr. Steve Putrich,
Illinois EPA, Bureau of Land - #24, Leaking Underground Storage Tank Section, 1021 North Grand
Avenue East, Post Office Box 19276, Springfield, Illinois, 62794-9276. You may also obtain a copy of the
complete Illinois EPA file on Former BP Service Station #5860. To do so, you will need to submit a written
request with your signature to the Freedom of Information Act (FOIA) Officer, Illinois EPA, Bureau of
Land, 1021 North Grand Avenue East, P.O. Box 19276, Springfield, Illinois, 62794-9276. When
requesting a copy of the file, please reference the file heading shown below:
LPC #0311985078 — Cook County
Mount Prospect/Former BP Station #5860
1590 South Elmhurst Road
EMA Incident #20031395
FOIA requests may also be requested through the IEPA's Web page www.epa.state.il.us/foia.
If you have any questions or comments, please do not hesitate to contact the undersigned.
Sincerely,
Arcadis U.S., Inc.
DRAFT
James M. Jacobsen, P.G.
Certified Project Manager
Enclosures:
Figures
1 Institutional Control Map
Attachments
1 Village of Mt. Prospect Limited Area Groundwater Ordinance
IL 05860 Environmental Notification Cook County
Page:
2/2
126
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=buftt
turl andONS.. assets
Hawthorne Association
3516 W. Yorkshire Drive
McHenry, Illinois 60051
(PIN #08-23-201-078-0000)
Subject:
Environmental Notice
Mount Prospect/Former BP Station #5860
1590 South Elmhurst Road
Mount Prospect, Illinois
LPC #0311985078 — Cook County
EMA Incident #20031395
Dear Property Owner:
On behalf of BP Products N.A., Inc. (BP), Arcadis U.S., Inc. (Arcadis) is
submitting this correspondence to inform you that BP is performing an
environmental response action at Former BP Service Station #5860. The
response action is being performed because concentrations of unleaded gasoline
constituents -of -concern in the groundwater exceed the Tier 1 remediation
objectives of 35 III. Adm. Code 742. The response action consists of soil and
groundwater investigation activities and a risk-based closure strategy pursuant to
35 III. Adm. Code 742.
To protect human health, Illinois regulations require that BP either clean up the
concentrations of constituents -of -concern in groundwater to the Tier 1
remediation objectives or demonstrate that the groundwater in the area of the
release will not be used as potable water. Groundwater is the water beneath the
ground stored in the pores of soil and rock; some communities and homeowners
pump this water out of wells to supply potable water. Potable means fit for human
consumption including drinking, bathing, preparing food, washing dishes, and so
forth.
On [INSERT DATE], the Village of Mt. Prospect adopted an ordinance that
strictly prohibits the human and domestic consumption of the groundwater
beneath your property as depicted on Figure 1. Under Illinois regulations, a local
ordinance that effectively prohibits the installation and use of potable water
supply wells may be used as an institutional control to allow contamination above
the groundwater ingestion remediation objectives to remain in the groundwater
IL 05860 Environmental Notification Hawthorne
Arcadis U.S., Inc.
101 Creekside Ridge
Court
Suite 200
Roseville
California 95678
Tel 916.786.0320
www.arcadis.com
ENVIRONMENT
Date:
DRAFT
Contact:
James M. Jacobsen, P.G.
Phone:
916.865.3144
Email:
james. jacobsen(a-)-arcad is.com
Our ref:
30013305.6A000. C
Page:
1/2
127
Einviiiiroinimeinttification
III IIFT
(35 III. Adm. Code 742.1015). An institutional control is a legal mechanism for imposing a restriction on
land use. The Illinois Environmental Protection Agency (Illinois EPA) has determined that the Village of
Mt. Prospect ordinance meets the regulatory requirements for use as an institutional control. BP has
requested and has been granted approval from the Illinois EPA to use the groundwater ordinance as an
institutional control.
This means that you would not be able to install or use a private, potable water well within the ordinance
area. Based on the remediation objectives established in reliance on this proposed ordinance,
groundwater beneath your property may potentially not be suitable for human or domestic consumption.
Illinois regulations require that you be notified of these facts.
A copy of the proposed ordinance is provided as Attachment 1. To learn more about Former BP Service
Station #5860, please contact the Illinois EPA, Bureau of Land project manager, Mr. Steve Putrich, Illinois
EPA, Bureau of Land - #24, Leaking Underground Storage Tank Section, 1021 North Grand Avenue
East, Post Office Box 19276, Springfield, Illinois, 62794-9276. You may also obtain a copy of the
complete Illinois EPA file on Former BP Service Station #5860. To do so, you will need to submit a written
request with your signature to the Freedom of Information Act (FOIA) Officer, Illinois EPA, Bureau of
Land, 1021 North Grand Avenue East, P.O. Box 19276, Springfield, Illinois, 62794-9276. When
requesting a copy of the file, please reference the file heading shown below:
LPC #0311985078 — Cook County
Mount Prospect/Former BP Station #5860
1590 South Elmhurst Road
EMA Incident #20031395
FOIA requests may also be requested through the IEPA's Web page www.epa.state.il.us/foia.
If you have any questions or comments, please do not hesitate to contact the undersigned.
Sincerely,
Arcadis U.S., Inc.
DRAFT
James M. Jacobsen, P.G.
Certified Project Manager
Enclosures:
Figures
1 Institutional Control Map
Attachments
1 Village of Mt. Prospect Limited Area Groundwater Ordinance
IL 05860 Environmental Notification Hawthorne
Page:
2/2
128
O
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turl andONS.. assets
Illinois Department of Transportation
2300 Dirksen Parkway
Springfield, Illinois 62764
(portion of Elmhurst Road [Illinois Route 83])
Subject:
Environmental Notice
Mount Prospect/Former BP Station #5860
1590 South Elmhurst Road
Mount Prospect, Illinois
LPC #0311985078 — Cook County
EMA Incident #20031395
Dear Property Owner:
On behalf of BP Products N.A., Inc. (BP), Arcadis U.S., Inc. (Arcadis) is
submitting this correspondence to inform you that BP is performing an
environmental response action at Former BP Service Station #5860. The
response action is being performed because concentrations of unleaded gasoline
constituents -of -concern in the groundwater exceed the Tier 1 remediation
objectives of 35 III. Adm. Code 742. The response action consists of soil and
groundwater investigation activities and a risk-based closure strategy pursuant to
35 III. Adm. Code 742.
To protect human health, Illinois regulations require that BP either clean up the
concentrations of constituents -of -concern in groundwater to the Tier 1
remediation objectives or demonstrate that the groundwater in the area of the
release will not be used as potable water. Groundwater is the water beneath the
ground stored in the pores of soil and rock; some communities and homeowners
pump this water out of wells to supply potable water. Potable means fit for human
consumption including drinking, bathing, preparing food, washing dishes, and so
forth.
On [INSERT DATE], the President and Board of Trustees adopted an ordinance
that strictly prohibits the human and domestic consumption of the groundwater
beneath your property as depicted on Figure 1. Under Illinois regulations, a local
ordinance that effectively prohibits the installation and use of potable water
supply wells may be used as an institutional control to allow contamination above
the groundwater ingestion remediation objectives to remain in the groundwater
IL 05860 Environmental Notification IDOT
Arcadis U.S., Inc.
101 Creekside Ridge
Court
Suite 200
Roseville
California 95678
Tel 916.786.0320
www.arcadis.com
ENVIRONMENT
Date:
DRAFT
Contact:
James M. Jacobsen, P.G.
Phone:
916.865.3144
Email:
james. jacobsen(ab-arcad is.com
Our ref:
30013305.6A000. C
Page:
1/2
129
Einviiiiroinimeinttification
III IIFT
(35 III. Adm. Code 742.1015). An institutional control is a legal mechanism for imposing a restriction on
land use. The Illinois Environmental Protection Agency (Illinois EPA) has determined that the Village of
Mt. Prospect ordinance meets the regulatory requirements for use as an institutional control. BP has
requested and has been granted approval from the Illinois EPA to use the groundwater ordinance as an
institutional control.
This means that you would not be able to install or use a private, potable water well within the ordinance
area. Based on the remediation objectives established in reliance on this proposed ordinance,
groundwater beneath your property may potentially not be suitable for human or domestic consumption.
Illinois regulations require that you be notified of these facts.
A copy of the proposed ordinance is provided as Attachment 1. To learn more about Former BP Service
Station #15875, please contact the Illinois EPA, Bureau of Land project manager, Mr. Steve Putrich,
Illinois EPA, Bureau of Land - #24, Leaking Underground Storage Tank Section, 1021 North Grand
Avenue East, Post Office Box 19276, Springfield, Illinois, 62794-9276. You may also obtain a copy of the
complete Illinois EPA file on Former BP Service Station #5860. To do so, you will need to submit a written
request with your signature to the Freedom of Information Act (FOIA) Officer, Illinois EPA, Bureau of
Land, 1021 North Grand Avenue East, P.O. Box 19276, Springfield, Illinois, 62794-9276. When
requesting a copy of the file, please reference the file heading shown below:
LPC #0311985078 — Cook County
Mount Prospect/Former BP Station #5860
1590 South Elmhurst Road
EMA Incident #20031395
FOIA requests may also be requested through the IEPA's Web page www.epa.state.il.us/foia.
If you have any questions or comments, please do not hesitate to contact the undersigned.
Sincerely,
Arcadis U.S., Inc.
DRAFT
James M. Jacobsen, P.G.
Certified Project Manager
Enclosures:
Figures
1 Institutional Control Map
Attachments
1 Village of Mt. Prospect Limited Area Groundwater Ordinance
IL 05860 Environmental Notification IDOT
Page:
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130
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24 Mount Prospect LLLP
1040 N. Halsted, Suite A
Chicago, Illinois 60642
(PIN #08-14-403-030-0000)
Subject:
Environmental Notice
Mount Prospect/Former BP Station #5860
1590 South Elmhurst Road
Mount Prospect, Illinois
LPC #0311985078 — Cook County
EMA Incident #20031395
Dear Property Owner:
On behalf of BP Products N.A., Inc. (BP), Arcadis U.S., Inc. (Arcadis) is
submitting this correspondence to inform you that BP is performing an
environmental response action at Former BP Service Station #5860. The
response action is being performed because concentrations of unleaded gasoline
constituents -of -concern in the groundwater exceed the Tier 1 remediation
objectives of 35 III. Adm. Code 742. The response action consists of soil and
groundwater investigation activities and a risk-based closure strategy pursuant to
35 III. Adm. Code 742.
To protect human health, Illinois regulations require that BP either clean up the
concentrations of constituents -of -concern in groundwater to the Tier 1
remediation objectives or demonstrate that the groundwater in the area of the
release will not be used as potable water. Groundwater is the water beneath the
ground stored in the pores of soil and rock; some communities and homeowners
pump this water out of wells to supply potable water. Potable means fit for human
consumption including drinking, bathing, preparing food, washing dishes, and so
forth.
On [INSERT DATE], the President and Board of Trustees adopted an ordinance
that strictly prohibits the human and domestic consumption of the groundwater
beneath your property as depicted on Figure 1. Under Illinois regulations, a local
ordinance that effectively prohibits the installation and use of potable water
supply wells may be used as an institutional control to allow contamination above
the groundwater ingestion remediation objectives to remain in the groundwater
IL 05860 Environmental Notification Mt. Prospect LLLP
Arcadis U.S., Inc.
101 Creekside Ridge
Court
Suite 200
Roseville
California 95678
Tel 916.786.0320
www.arcadis.com
ENVIRONMENT
Date:
DRAFT
Contact:
James M. Jacobsen, P.G.
Phone:
916.865.3144
Email:
james. jacobsen(ab-arcad is.com
Our ref:
30013305.6A000. C
Page:
1/2
131
Einviiiiroinimeinttification
III IIFT
(35 III. Adm. Code 742.1015). An institutional control is a legal mechanism for imposing a restriction on
land use. The Illinois Environmental Protection Agency (Illinois EPA) has determined that the Village of
Mt. Prospect ordinance meets the regulatory requirements for use as an institutional control. BP has
requested and has been granted approval from the Illinois EPA to use the groundwater ordinance as an
institutional control.
This means that you would not be able to install or use a private, potable water well within the ordinance
area. Based on the remediation objectives established in reliance on this proposed ordinance,
groundwater beneath your property may potentially not be suitable for human or domestic consumption.
Illinois regulations require that you be notified of these facts.
A copy of the proposed ordinance is provided as Attachment 1. To learn more about Former BP Service
Station #5860, please contact the Illinois EPA, Bureau of Land project manager, Mr. Steve Putrich, Illinois
EPA, Bureau of Land - #24, Leaking Underground Storage Tank Section, 1021 North Grand Avenue
East, Post Office Box 19276, Springfield, Illinois, 62794-9276. You may also obtain a copy of the
complete Illinois EPA file on Former BP Service Station #5860. To do so, you will need to submit a written
request with your signature to the Freedom of Information Act (FOIA) Officer, Illinois EPA, Bureau of
Land, 1021 North Grand Avenue East, P.O. Box 19276, Springfield, Illinois, 62794-9276. When
requesting a copy of the file, please reference the file heading shown below:
LPC #0311985078 — Cook County
Mount Prospect/Former BP Station #5860
1590 South Elmhurst Road
EMA Incident #20031395
FOIA requests may also be requested through the IEPA's Web page www.epa.state.il.us/foia.
If you have any questions or comments, please do not hesitate to contact the undersigned.
Sincerely,
Arcadis U.S., Inc.
DRAFT
James M. Jacobsen, P.G.
Certified Project Manager
Enclosures:
Figures
1 Institutional Control Map
Attachments
1 Village of Mt. Prospect Plaines Limited Area Groundwater Ordinance
IL 05860 Environmental Notification Mt. Prospect LLLP
Page:
2/2
132
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Village of Mt. Prospect
50 South Emerson Street
Mt. Prospect, Illinois 60056
Subject:
Environmental Notice
Mount Prospect/Former BP Station #5860
1590 South Elmhurst Road
Mount Prospect, Illinois
LPC #0311985078 — Cook County
EMA Incident #20031395
Dear Property Owner:
On behalf of BP Products N.A., Inc. (BP), Arcadis U.S., Inc. (Arcadis) is
submitting this correspondence to inform you that BP is performing an
environmental response action at Former BP Service Station #5860. The
response action is being performed because concentrations of unleaded gasoline
constituents -of -concern in the groundwater exceed the Tier 1 remediation
objectives of 35 III. Adm. Code 742. The response action consists of soil and
groundwater investigation activities and a risk-based closure strategy pursuant to
35 III. Adm. Code 742.
To protect human health, Illinois regulations require that BP either clean up the
concentrations of constituents -of -concern in groundwater to the Tier 1
remediation objectives or demonstrate that the groundwater in the area of the
release will not be used as potable water. Groundwater is the water beneath the
ground stored in the pores of soil and rock; some communities and homeowners
pump this water out of wells to supply potable water. Potable means fit for human
consumption including drinking, bathing, preparing food, washing dishes, and so
forth.
On [INSERT DATE], the President and Board of Trustees adopted an ordinance
that strictly prohibits the human and domestic consumption of the groundwater
beneath your property as depicted on Figure 1. Under Illinois regulations, a local
ordinance that effectively prohibits the installation and use of potable water
supply wells may be used as an institutional control to allow contamination above
the groundwater ingestion remediation objectives to remain in the groundwater
(35 III. Adm. Code 742.1015). An institutional control is a legal mechanism for
IL 05860 Environmental Notification Mt. Prospect
Arcadis U.S., Inc.
101 Creekside Ridge
Court
Suite 200
Roseville
California 95678
Tel 916.786.0320
www.arcadis.com
ENVIRONMENT
Date:
DRAFT
Contact:
James M. Jacobsen, P.G.
Phone:
916.865.3144
Email:
james. jacobsen(ab-arcad is.com
Our ref:
30013305.6A000. C
Page:
1/2
133
Einviiiiroinimeinttification
DIRAIIFT
imposing a restriction on land use. The Illinois Environmental Protection Agency (Illinois EPA) has
determined that the Village of Mt. Prospect ordinance meets the regulatory requirements for use as an
institutional control. BP has requested and has been granted approval from the Illinois EPA to use the
groundwater ordinance as an institutional control.
This means that you would not be able to install or use a private, potable water well within the ordinance
area. Based on the remediation objectives established in reliance on this proposed ordinance,
groundwater beneath your property may potentially not be suitable for human or domestic consumption.
Illinois regulations require that you be notified of these facts.
A copy of the proposed ordinance is provided as Attachment 1. To learn more about Former BP Service
Station #5860, please contact the Illinois EPA, Bureau of Land project manager, Mr. Steve Putrich, Illinois
EPA, Bureau of Land - #24, Leaking Underground Storage Tank Section, 1021 North Grand Avenue
East, Post Office Box 19276, Springfield, Illinois, 62794-9276. You may also obtain a copy of the
complete Illinois EPA file on Former BP Service Station #5860. To do so, you will need to submit a written
request with your signature to the Freedom of Information Act (FOIA) Officer, Illinois EPA, Bureau of
Land, 1021 North Grand Avenue East, P.O. Box 19276, Springfield, Illinois, 62794-9276. When
requesting a copy of the file, please reference the file heading shown below:
LPC #0311985078 — Cook County
Mount Prospect/Former BP Station #5860
1590 South Elmhurst Road
EMA Incident #20031395
FOIA requests may also be requested through the IEPA's Web page www.epa.state.il.us/foia.
If you have any questions or comments, please do not hesitate to contact the undersigned.
Sincerely,
Arcadis U.S., Inc.
DRAFT
James M. Jacobsen, P.G.
Certified Project Manager
Enclosures:
Figures
1 Institutional Control Map
Attachments
1 Village of Mt. Prospect Limited Area Groundwater Ordinance
IL 05860 Environmental Notification Mt. Prospect
Page:
2/2
134
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turl andONS.. assets
Parkway B&T Co.
4800 North Harlem Avenue
Harwood Heights, Illinois 60706
(PIN #08-14-403-024-0000)
Subject:
Environmental Notice
Mount Prospect/Former BP Station #5860
1590 South Elmhurst Road
Mount Prospect, Illinois
LPC #0311985078 — Cook County
EMA Incident #20031395
Dear Property Owner:
On behalf of BP Products N.A., Inc. (BP), Arcadis U.S., Inc. (Arcadis) is
submitting this correspondence to inform you that BP is performing an
environmental response action at Former BP Service Station #5860. The
response action is being performed because concentrations of unleaded gasoline
constituents -of -concern in the groundwater exceed the Tier 1 remediation
objectives of 35 III. Adm. Code 742. The response action consists of soil and
groundwater investigation activities and a risk-based closure strategy pursuant to
35 III. Adm. Code 742.
To protect human health, Illinois regulations require that BP either clean up the
concentrations of constituents -of -concern in groundwater to the Tier 1
remediation objectives or demonstrate that the groundwater in the area of the
release will not be used as potable water. Groundwater is the water beneath the
ground stored in the pores of soil and rock; some communities and homeowners
pump this water out of wells to supply potable water. Potable means fit for human
consumption including drinking, bathing, preparing food, washing dishes, and so
forth.
On [INSERT DATE], the President and Board of Trustees adopted an ordinance
that strictly prohibits the human and domestic consumption of the groundwater
beneath your property as depicted on Figure 1. Under Illinois regulations, a local
ordinance that effectively prohibits the installation and use of potable water
supply wells may be used as an institutional control to allow contamination above
the groundwater ingestion remediation objectives to remain in the groundwater
IL 05860 Environmental Notification Parkway B&T
Arcadis U.S., Inc.
101 Creekside Ridge
Court
Suite 200
Roseville
California 95678
Tel 916.786.0320
www.arcadis.com
ENVIRONMENT
Date:
DRAFT
Contact:
James M. Jacobsen, P.G.
Phone:
916.865.3144
Email:
james. jacobsen(ab-arcad is.com
Our ref:
30013305.6A000. C
Page:
1/2
135
Einviiiiroinimeinttification
III IIFT
(35 III. Adm. Code 742.1015). An institutional control is a legal mechanism for imposing a restriction on
land use. The Illinois Environmental Protection Agency (Illinois EPA) has determined that the Village of
Mt. Prospect ordinance meets the regulatory requirements for use as an institutional control. BP has
requested and has been granted approval from the Illinois EPA to use the groundwater ordinance as an
institutional control.
This means that you would not be able to install or use a private, potable water well within the ordinance
area. Based on the remediation objectives established in reliance on this proposed ordinance,
groundwater beneath your property may potentially not be suitable for human or domestic consumption.
Illinois regulations require that you be notified of these facts.
A copy of the proposed ordinance is provided as Attachment 1. To learn more about Former BP Service
Station #5860, please contact the Illinois EPA, Bureau of Land project manager, Mr. Steve Putrich, Illinois
EPA, Bureau of Land - #24, Leaking Underground Storage Tank Section, 1021 North Grand Avenue
East, Post Office Box 19276, Springfield, Illinois, 62794-9276. You may also obtain a copy of the
complete Illinois EPA file on Former BP Service Station #5860. To do so, you will need to submit a written
request with your signature to the Freedom of Information Act (FOIA) Officer, Illinois EPA, Bureau of
Land, 1021 North Grand Avenue East, P.O. Box 19276, Springfield, Illinois, 62794-9276. When
requesting a copy of the file, please reference the file heading shown below:
LPC #0311985078 — Cook County
Mount Prospect/Former BP Station #5860
1590 South Elmhurst Road
EMA Incident #20031395
FOIA requests may also be requested through the IEPA's Web page www.epa.state.il.us/foia.
If you have any questions or comments, please do not hesitate to contact the undersigned.
Sincerely,
Arcadis U.S., Inc.
DRAFT
James M. Jacobsen, P.G.
Certified Project Manager
Enclosures:
Figures
1 Institutional Control Map
Attachments
1 Village of Mt. Prospect Plaines Limited Area Groundwater Ordinance
IL 05860 Environmental Notification Parkway B&T
Page:
2/2
136
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turl andONS.. assets
1 BLDG LLC
15941 S. Harlem Avenue, #108
Tinley Park, Illinois 60477
(PIN #08-23-201-023-00007 08-23-201-024-0000, and
08-23-201-025-0000)
Subject:
Environmental Notice
Mount Prospect/Former BP Station #5860
1590 South Elmhurst Road
Mount Prospect, Illinois
LPC #0311985078 — Cook County
EMA Incident #20031395
Dear Property Owner:
On behalf of BP Products N.A., Inc. (BP), Arcadis U.S., Inc. (Arcadis) is
submitting this correspondence to inform you that BP is performing an
environmental response action at Former BP Service Station #5860. The
response action is being performed because concentrations of unleaded gasoline
constituents -of -concern in the groundwater exceed the Tier 1 remediation
objectives of 35 III. Adm. Code 742. The response action consists of soil and
groundwater investigation activities and a risk-based closure strategy pursuant to
35 III. Adm. Code 742.
To protect human health, Illinois regulations require that BP either clean up the
concentrations of constituents -of -concern in groundwater to the Tier 1
remediation objectives or demonstrate that the groundwater in the area of the
release will not be used as potable water. Groundwater is the water beneath the
ground stored in the pores of soil and rock; some communities and homeowners
pump this water out of wells to supply potable water. Potable means fit for human
consumption including drinking, bathing, preparing food, washing dishes, and so
forth.
On [INSERT DATE], the City Mayor adopted an ordinance that strictly prohibits
the human and domestic consumption of the groundwater beneath your property
as depicted on Figure 1. Under Illinois regulations, a local ordinance that
effectively prohibits the installation and use of potable water supply wells may be
used as an institutional control to allow contamination above the groundwater
IL 05860 Environmental Notification 1 BLDG
Arcadis U.S., Inc.
101 Creekside Ridge
Court
Suite 200
Roseville
California 95678
Tel 916.786.0320
www.arcadis.com
ENVIRONMENT
Date:
DRAFT
Contact:
James M. Jacobsen, P.G.
Phone:
916.865.3144
Email:
james. jacobsen(ab-arcad is.com
Our ref:
30013305.6A000. C
Page:
1/2
137
Einviiiiroinimeinttification
DIRAIIFT
ingestion remediation objectives to remain in the groundwater (35 III. Adm. Code 742.1015). An
institutional control is a legal mechanism for imposing a restriction on land use. The Illinois Environmental
Protection Agency (Illinois EPA) has determined that the City of Des Plaines ordinance meets the
regulatory requirements for use as an institutional control. BP has requested and has been granted
approval from the Illinois EPA to use the groundwater ordinance as an institutional control.
This means that you would not be able to install or use a private, potable water well within the ordinance
area. Based on the remediation objectives established in reliance on this proposed ordinance,
groundwater beneath your property may potentially not be suitable for human or domestic consumption.
Illinois regulations require that you be notified of these facts.
A copy of the proposed ordinance is provided as Attachment 1. To learn more about Former BP Service
Station #15875, please contact the Illinois EPA, Bureau of Land project manager, Mr. Steve Putrich,
Illinois EPA, Bureau of Land - #24, Leaking Underground Storage Tank Section, 1021 North Grand
Avenue East, Post Office Box 19276, Springfield, Illinois, 62794-9276. You may also obtain a copy of the
complete Illinois EPA file on Former BP Service Station #5860. To do so, you will need to submit a written
request with your signature to the Freedom of Information Act (FOIA) Officer, Illinois EPA, Bureau of
Land, 1021 North Grand Avenue East, P.O. Box 19276, Springfield, Illinois, 62794-9276. When
requesting a copy of the file, please reference the file heading shown below:
LPC #0311985078 — Cook County
Mount Prospect/Former BP Station #5860
1590 South Elmhurst Road
EMA Incident #20031395
FOIA requests may also be requested through the IEPA's Web page www.epa.state.il.us/foia.
If you have any questions or comments, please do not hesitate to contact the undersigned.
Sincerely,
Arcadis U.S., Inc.
DRAFT
James M. Jacobsen, P.G.
Certified Project Manager
Enclosures:
Figures
1 Institutional Control Map
Attachments
1 City of Des Plaines Limited Area Groundwater Ordinance
IL 05860 Environmental Notification 1 BLDG
Page:
2/2
138
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turl andONS.. assets
Cook County Department of Transportation and Highways
69 West Washington Street, 24th Floor
Chicago, Illinois 60602
(portion of Dempster Road)
Subject:
Environmental Notice
Mount Prospect/Former BP Station #5860
1590 South Elmhurst Road
Mount Prospect, Illinois
LPC #0311985078 — Cook County
EMA Incident #20031395
Dear Property Owner:
On behalf of BP Products N.A., Inc. (BP), Arcadis U.S., Inc. (Arcadis) is
submitting this correspondence to inform you that BP is performing an
environmental response action at Former BP Service Station #5860. The
response action is being performed because concentrations of unleaded gasoline
constituents -of -concern in the groundwater exceed the Tier 1 remediation
objectives of 35 III. Adm. Code 742. The response action consists of soil and
groundwater investigation activities and a risk-based closure strategy pursuant to
35 III. Adm. Code 742.
To protect human health, Illinois regulations require that BP either clean up the
concentrations of constituents -of -concern in groundwater to the Tier 1
remediation objectives or demonstrate that the groundwater in the area of the
release will not be used as potable water. Groundwater is the water beneath the
ground stored in the pores of soil and rock; some communities and homeowners
pump this water out of wells to supply potable water. Potable means fit for human
consumption including drinking, bathing, preparing food, washing dishes, and so
forth.
On [INSERT DATE], the City Mayor adopted an ordinance that strictly prohibits
the human and domestic consumption of the groundwater beneath your property
as depicted on Figure 1. Under Illinois regulations, a local ordinance that
effectively prohibits the installation and use of potable water supply wells may be
used as an institutional control to allow contamination above the groundwater
ingestion remediation objectives to remain in the groundwater (35 III. Adm. Code
IL 05860 Environmental Notification Cook County
Arcadis U.S., Inc.
101 Creekside Ridge
Court
Suite 200
Roseville
California 95678
Tel 916.786.0320
www.arcadis.com
ENVIRONMENT
Date:
DRAFT
Contact:
James M. Jacobsen, P.G.
Phone:
916.865.3144
Email:
james. jacobsen(ab-arcad is.com
Our ref:
30013305.6A000. C
Page:
1/2
139
Einviiiiroinimeinttification
DIRAIIFT
742.1015). An institutional control is a legal mechanism for imposing a restriction on land use. The Illinois
Environmental Protection Agency (Illinois EPA) has determined that the City of Des Plaines ordinance
meets the regulatory requirements for use as an institutional control. BP has requested and has been
granted approval from the Illinois EPA to use the groundwater ordinance as an institutional control.
This means that you would not be able to install or use a private, potable water well within the ordinance
area. Based on the remediation objectives established in reliance on this proposed ordinance,
groundwater beneath your property may potentially not be suitable for human or domestic consumption.
Illinois regulations require that you be notified of these facts.
A copy of the proposed ordinance is provided as Attachment 1. To learn more about Former BP Service
Station #15875, please contact the Illinois EPA, Bureau of Land project manager, Mr. Steve Putrich,
Illinois EPA, Bureau of Land - #24, Leaking Underground Storage Tank Section, 1021 North Grand
Avenue East, Post Office Box 19276, Springfield, Illinois, 62794-9276. You may also obtain a copy of the
complete Illinois EPA file on Former BP Service Station #5860. To do so, you will need to submit a written
request with your signature to the Freedom of Information Act (FOIA) Officer, Illinois EPA, Bureau of
Land, 1021 North Grand Avenue East, P.O. Box 19276, Springfield, Illinois, 62794-9276. When
requesting a copy of the file, please reference the file heading shown below:
LPC #0311985078 — Cook County
Mount Prospect/Former BP Station #5860
1590 South Elmhurst Road
EMA Incident #20031395
FOIA requests may also be requested through the IEPA's Web page www.epa.state.il.us/foia.
If you have any questions or comments, please do not hesitate to contact the undersigned.
Sincerely,
Arcadis U.S., Inc.
DRAFT
James M. Jacobsen, P.G.
Certified Project Manager
Enclosures:
Figures
1 Institutional Control Map
Attachments
1 City of Des Plaines Limited Area Groundwater Ordinance
IL 05860 Environmental Notification Cook County
Page:
2/2
140
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City of Des Plaines
1420 Miner Street
Des Plaines, Illinois 60016
Subject:
Environmental Notice
Mount Prospect/Former BP Station #5860
1590 South Elmhurst Road
Mount Prospect, Illinois
LPC #0311985078 — Cook County
EMA Incident #20031395
Dear Property Owner:
On behalf of BP Products N.A., Inc. (BP), Arcadis U.S., Inc. (Arcadis) is
submitting this correspondence to inform you that BP is performing an
environmental response action at Former BP Service Station #5860. The
response action is being performed because concentrations of unleaded gasoline
constituents -of -concern in the groundwater exceed the Tier 1 remediation
objectives of 35 III. Adm. Code 742. The response action consists of soil and
groundwater investigation activities and a risk-based closure strategy pursuant to
35 III. Adm. Code 742.
To protect human health, Illinois regulations require that BP either clean up the
concentrations of constituents -of -concern in groundwater to the Tier 1
remediation objectives or demonstrate that the groundwater in the area of the
release will not be used as potable water. Groundwater is the water beneath the
ground stored in the pores of soil and rock; some communities and homeowners
pump this water out of wells to supply potable water. Potable means fit for human
consumption including drinking, bathing, preparing food, washing dishes, and so
forth.
On [INSERT DATE], the City Mayor adopted an ordinance that strictly prohibits
the human and domestic consumption of the groundwater beneath your property
as depicted on Figure 1. Under Illinois regulations, a local ordinance that
effectively prohibits the installation and use of potable water supply wells may be
used as an institutional control to allow contamination above the groundwater
ingestion remediation objectives to remain in the groundwater (35 III. Adm. Code
742.1015). An institutional control is a legal mechanism for imposing a restriction
IL 05860 Environmental Notification Des Plaines
Arcadis U.S., Inc.
101 Creekside Ridge
Court
Suite 200
Roseville
California 95678
Tel 916.786.0320
www.arcadis.com
ENVIRONMENT
Date:
DRAFT
Contact:
James M. Jacobsen, P.G.
Phone:
916.865.3144
Email:
james. jacobsen(a-)-arcad is.com
Our ref:
30013305.6A000. C
Page:
1/2
141
Einviiiiroinimeinttification
DIRAIIFT
on land use. The Illinois Environmental Protection Agency (Illinois EPA) has determined that the City of
Des Plaines ordinance meets the regulatory requirements for use as an institutional control. BP has
requested and has been granted approval from the Illinois EPA to use the groundwater ordinance as an
institutional control.
This means that you would not be able to install or use a private, potable water well within the ordinance
area. Based on the remediation objectives established in reliance on this proposed ordinance,
groundwater beneath your property may potentially not be suitable for human or domestic consumption.
Illinois regulations require that you be notified of these facts.
A copy of the proposed ordinance is provided as Attachment 1. To learn more about Former BP Service
Station #5860, please contact the Illinois EPA, Bureau of Land project manager, Mr. Steve Putrich, Illinois
EPA, Bureau of Land - #24, Leaking Underground Storage Tank Section, 1021 North Grand Avenue
East, Post Office Box 19276, Springfield, Illinois, 62794-9276. You may also obtain a copy of the
complete Illinois EPA file on Former BP Service Station #5860. To do so, you will need to submit a written
request with your signature to the Freedom of Information Act (FOIA) Officer, Illinois EPA, Bureau of
Land, 1021 North Grand Avenue East, P.O. Box 19276, Springfield, Illinois, 62794-9276. When
requesting a copy of the file, please reference the file heading shown below:
LPC #0311985078 — Cook County
Mount Prospect/Former BP Station #5860
1590 South Elmhurst Road
EMA Incident #20031395
FOIA requests may also be requested through the IEPA's Web page www.epa.state.il.us/foia.
If you have any questions or comments, please do not hesitate to contact the undersigned.
Sincerely,
Arcadis U.S., Inc.
DRAFT
James M. Jacobsen, P.G.
Certified Project Manager
Enclosures:
Figures
1 Institutional Control Map
Attachments
1 City of Des Plaines Limited Area Groundwater Ordinance
: iii, : d lii111 ((Z)ii'11
IL 05860 Environmental Notification Des Plaines
Page:
2/2
142
O
=buftt
turl andONS.. assets
Graham Enterprise 157
750 Bunker Court, #100
Vernon Hills, Illinois 60061
(PIN #08-23-201-022-0000)
Subject:
Environmental Notice
Mount Prospect/Former BP Station #5860
1590 South Elmhurst Road
Mount Prospect, Illinois
LPC #0311985078 — Cook County
EMA Incident #20031395
Dear Property Owner:
On behalf of BP Products N.A., Inc. (BP), Arcadis U.S., Inc. (Arcadis) is
submitting this correspondence to inform you that BP is performing an
environmental response action at Former BP Service Station #5860. The
response action is being performed because concentrations of unleaded gasoline
constituents -of -concern in the groundwater exceed the Tier 1 remediation
objectives of 35 III. Adm. Code 742. The response action consists of soil and
groundwater investigation activities and a risk-based closure strategy pursuant to
35 III. Adm. Code 742.
To protect human health, Illinois regulations require that BP either clean up the
concentrations of constituents -of -concern in groundwater to the Tier 1
remediation objectives or demonstrate that the groundwater in the area of the
release will not be used as potable water. Groundwater is the water beneath the
ground stored in the pores of soil and rock; some communities and homeowners
pump this water out of wells to supply potable water. Potable means fit for human
consumption including drinking, bathing, preparing food, washing dishes, and so
forth.
On [INSERT DATE], the City Mayor adopted an ordinance that strictly prohibits
the human and domestic consumption of the groundwater beneath your property
as depicted on Figure 1. Under Illinois regulations, a local ordinance that
effectively prohibits the installation and use of potable water supply wells may be
used as an institutional control to allow contamination above the groundwater
ingestion remediation objectives to remain in the groundwater (35 III. Adm. Code
IL 05860 Environmental Notification Graham
Arcadis U.S., Inc.
101 Creekside Ridge
Court
Suite 200
Roseville
California 95678
Tel 916.786.0320
www.arcadis.com
ENVIRONMENT
Date:
DRAFT
Contact:
James M. Jacobsen, P.G.
Phone:
916.865.3144
Email:
james. jacobsen(ab-arcad is.com
Our ref:
30013305.6A000. C
Page:
1/2
143
Einviiiiroinimeinttification
DIRAIIFT
742.1015). An institutional control is a legal mechanism for imposing a restriction on land use. The Illinois
Environmental Protection Agency (Illinois EPA) has determined that the City of Des Plaines ordinance
meets the regulatory requirements for use as an institutional control. BP has requested and has been
granted approval from the Illinois EPA to use the groundwater ordinance as an institutional control.
This means that you would not be able to install or use a private, potable water well within the ordinance
area. Based on the remediation objectives established in reliance on this proposed ordinance,
groundwater beneath your property may potentially not be suitable for human or domestic consumption.
Illinois regulations require that you be notified of these facts.
A copy of the proposed ordinance is provided as Attachment 1. To learn more about Former BP Service
Station #15875, please contact the Illinois EPA, Bureau of Land project manager, Mr. Steve Putrich,
Illinois EPA, Bureau of Land - #24, Leaking Underground Storage Tank Section, 1021 North Grand
Avenue East, Post Office Box 19276, Springfield, Illinois, 62794-9276. You may also obtain a copy of the
complete Illinois EPA file on Former BP Service Station #5860. To do so, you will need to submit a written
request with your signature to the Freedom of Information Act (FOIA) Officer, Illinois EPA, Bureau of
Land, 1021 North Grand Avenue East, P.O. Box 19276, Springfield, Illinois, 62794-9276. When
requesting a copy of the file, please reference the file heading shown below:
LPC #0311985078 — Cook County
Mount Prospect/Former BP Station #5860
1590 South Elmhurst Road
EMA Incident #20031395
FOIA requests may also be requested through the IEPA's Web page www.epa.state.il.us/foia.
If you have any questions or comments, please do not hesitate to contact the undersigned.
Sincerely,
Arcadis U.S., Inc.
DRAFT
James M. Jacobsen, P.G.
Certified Project Manager
Enclosures:
Figures
1 Institutional Control Map
Attachments
1 City of Des Plaines Limited Area Groundwater Ordinance
: iii, : d lii111 ((Z)ii'11
IL 05860 Environmental Notification Graham
Page:
2/2
144
O
=buftt
turl andONS.. assets
Illinois Department of Transportation
2300 Dirksen Parkway
Springfield, Illinois 62764
(portion of Elmhurst Road [Illinois Route 83])
Subject:
Environmental Notice
Mount Prospect/Former BP Station #5860
1590 South Elmhurst Road
Mount Prospect, Illinois
LPC #0311985078 — Cook County
EMA Incident #20031395
Dear Property Owner:
On behalf of BP Products N.A., Inc. (BP), Arcadis U.S., Inc. (Arcadis) is
submitting this correspondence to inform you that BP is performing an
environmental response action at Former BP Service Station #5860. The
response action is being performed because concentrations of unleaded gasoline
constituents -of -concern in the groundwater exceed the Tier 1 remediation
objectives of 35 III. Adm. Code 742. The response action consists of soil and
groundwater investigation activities and a risk-based closure strategy pursuant to
35 III. Adm. Code 742.
To protect human health, Illinois regulations require that BP either clean up the
concentrations of constituents -of -concern in groundwater to the Tier 1
remediation objectives or demonstrate that the groundwater in the area of the
release will not be used as potable water. Groundwater is the water beneath the
ground stored in the pores of soil and rock; some communities and homeowners
pump this water out of wells to supply potable water. Potable means fit for human
consumption including drinking, bathing, preparing food, washing dishes, and so
forth.
On [INSERT DATE], the City Mayor adopted an ordinance that strictly prohibits
the human and domestic consumption of the groundwater beneath your property
as depicted on Figure 1. Under Illinois regulations, a local ordinance that
effectively prohibits the installation and use of potable water supply wells may be
used as an institutional control to allow contamination above the groundwater
ingestion remediation objectives to remain in the groundwater (35 III. Adm. Code
IL 05860 Environmental Notification IDOT
Arcadis U.S., Inc.
101 Creekside Ridge
Court
Suite 200
Roseville
California 95678
Tel 916.786.0320
www.arcadis.com
ENVIRONMENT
Date:
DRAFT
Contact:
James M. Jacobsen, P.G.
Phone:
916.865.3144
Email:
james. jacobsen(ab-arcad is.com
Our ref:
30013305.6A000. C
Page:
1/2
145
Einviiiiroinimeinttification
DIRAIIFT
742.1015). An institutional control is a legal mechanism for imposing a restriction on land use. The Illinois
Environmental Protection Agency (Illinois EPA) has determined that the City of Des Plaines ordinance
meets the regulatory requirements for use as an institutional control. BP has requested and has been
granted approval from the Illinois EPA to use the groundwater ordinance as an institutional control.
This means that you would not be able to install or use a private, potable water well within the ordinance
area. Based on the remediation objectives established in reliance on this proposed ordinance,
groundwater beneath your property may potentially not be suitable for human or domestic consumption.
Illinois regulations require that you be notified of these facts.
A copy of the proposed ordinance is provided as Attachment 1. To learn more about Former BP Service
Station #15875, please contact the Illinois EPA, Bureau of Land project manager, Mr. Steve Putrich,
Illinois EPA, Bureau of Land - #24, Leaking Underground Storage Tank Section, 1021 North Grand
Avenue East, Post Office Box 19276, Springfield, Illinois, 62794-9276. You may also obtain a copy of the
complete Illinois EPA file on Former BP Service Station #5860. To do so, you will need to submit a written
request with your signature to the Freedom of Information Act (FOIA) Officer, Illinois EPA, Bureau of
Land, 1021 North Grand Avenue East, P.O. Box 19276, Springfield, Illinois, 62794-9276. When
requesting a copy of the file, please reference the file heading shown below:
LPC #0311985078 — Cook County
Mount Prospect/Former BP Station #5860
1590 South Elmhurst Road
EMA Incident #20031395
FOIA requests may also be requested through the IEPA's Web page www.epa.state.il.us/foia.
If you have any questions or comments, please do not hesitate to contact the undersigned.
Sincerely,
Arcadis U.S., Inc.
DRAFT
James M. Jacobsen, P.G.
Certified Project Manager
Enclosures:
Figures
1 Institutional Control Map
Attachments
1 City of Des Plaines Limited Area Groundwater Ordinance
IL 05860 Environmental Notification IDOT
Page:
2/2
146
AACIAMENT 8
Illinois EPA Budget and Cert""I'llification Forms
147
1111111nums, Environmental Protection Agencqy
1021 North Grand Avenue Easit 9 P,O,. Boy ,1 9276 9 Springfield 9 Illinois * 62794-9,276 0 (217) 782-3397"
General I forma I f the Budget andBill'ing Forms
LPC #11:11 0311985,078 County"A Cook
City: Mt. Prospect
I
Date this forrri was prepared: 8/2/202�
List aill IEMA,, Incident numbers associated with this package:
1395
Lilist� a 11 other i1i ricilidents associliated Iwilth this site that are not� associated with this Package:
I�1 ............................. 0
0 B udget Arriend ment, (Bu dget amend ments must incl ude only the costs over the previous budget.)
1 11 11 1111 �� I;1I III I I , I Z11111 III I
Will IIII 11111p r 111111 111111 T
NM=
is
is package is be[nq smltted for the silte actJivitles indicated bellow:
35 111. Adm., Coy de'734:
0� Early, Action
[j Free IIRemova1l after Early Action
OSit,e Investigation µ Stage 1 Stage 2.
"' CorrectiveAction
Early Action
F �iree Pry uct II ,e III a fte r E a rl y Action
Site Classification
Ej Low Priority Corrective Action
0� High Priority Corrective Action
35 111. Adm. Code 73,11 0-0
lSite Investigation
El CorrectiveAction
NEMBION
IL 532 -2825
LPC 6,30 Rev. 6/2018 General Information for Budget and Billing Forms IIPage 1148
addressrill
The following a mailingg,
payment from the .r for this package.
Bead in care f r. Kyle Christie
Address'. Centerpoint,e Drive, Suite 200
City La Palmi State; CA Zip., 90623
The payee is the, miner Operator "Check one or both.
gnature of the owner or, operator of the ST(s) (required)
Pdrited name of the owner or operator of the UST(s) (required)
U,4
-9, must e submitted,
� � errs t � print o ' 'v1° ,,, � Forr .
Number of petroleum USTs in Illinois presently owned or operated by the owner or operator*anysubsidiary,
and any company owned by any parent, subsidiary or;
parent or joint stock company of the owner or operator',
joint stock company
Fewer than 101: Ov,101 or more, 0
Please list all tanks that have ever been
located at the
site aril tanks that
are presently located
at the Site.
Size
Did UST have
Ty,pe of Release
Pruc Stored i USS"
(gallons)
release?
ncident No.
ars L�, /Overfill
Piping Leak
Yes
Used OR
550
20 31395,
Overfill,
No 0
Yes 0
Gasoline
6,000
20 31395,
Overfill
No 0
Yep OV
Gasoline
8,000
20031 395
Overfill;
No, 0
Yes CV -)i
Gasoline
10,000
20031395
Overfill,
No, 0
Yes
No 0
Yes 0
No 0
Yes, 0
No 0
LPC 6,30 Row.
GeneraGeneraf Informationfor Budget and Bifling Forms
149
Yes 0
Na 0
IL 532 -2825
LPC 6,30 Rev. 6/2018 General Information for Budget and Billing Forms ��Page �-1 150
N.0
Chollose tho applicable regulation: 734 732
7 .4
Free ��Product
Stage 1 Site
Stage 2 Site
�Stage 3 Site
Corrective
Investigation
Investigation
Ill n ve stilt ati o n
Action
Proposed
Drillh'ig ,and Moi'iitodI'Ig
MAI Costs Forn'i
Ari allyfical Costs F'orni
9117.92,
Re, n'i ed i,ati o n a n d
Disposal Costs Foriii
UST Ren'iioval in
Abandoru'rient Costs,
Fonrn
Paving, Demolition, and
W(j.111 Abai"'iclonn'writ Costs-
1,36T82
Forr"n
Curls iltitlig Ntrsontu.fl
Gosts Foirm�
20,117,541 b 0 1
COIISLII'Lant" s Matorials
Costs IlF o ri u
127.53
Ha n d I I nig c1hiarg es w I'l I be, d et e rm I n ecl at t he tiea bi I 111 n g pa c kage 11's su bm itted to,
Handling Charges Formai
the Illlllin i IEPA. Theamoun't of alltowable hand iiia Oare s,will be determined iire
acwrdance ° itJhtlh IFllandfing CIre it e IFarm
Tot,al
2,3,1167.28
151
Ls�- 0 if
am
LaboratoryAnalysis
Number of
Cost ($) per
Total ��per
Sampl�es
Analysis
Parameter
Cheml,cal Analysis
BETX Soil with MTRE EPA 8260
X
BETX Waterwith M[TBE EPA 82601 8
X 106.52 $852.16,
COD (Chemical Oxygen Demand)
X
Corrosivity -7
x
Flash Point or Ignitabi I ity Analysis, E PA 10 10
X
Fraction Organib CarbonContent (foc) ASTIVII-D 2974-00
x
Fat Ofl, & Grease (FOG)
x
�LUST Polfutants Soill - analysits, must, inlcludiel'volafile,t basle/
neutral, polynuclear aromatles wd metals, [Ist, In Section
x
73,2.Appendix B and 734.AppendIx B
Dissolved Ox,yge��n (DO)
x
Faint Filter (Frele Liquids)
X RM
PCB / Plesticides, (combination)
x
PCBS
x
Pesticides
x
pH
x
Phenol
x
Pofyn=lear A�romattcs, �PNA,,, or PAH SOIL EJPA 8,2701
X
Polynuclear Aromatics, PNA,, or PAH WATER EPA 8270
x
Reactivity
x
SVOC - Soil (Semi-Vollatille Organic Compounds)
x
SVOC -W-afer (Semiw'volatfle Organic Compounds)
X
TKN (Total Kjeldabll) ��n�itrogen'
x
TRH jotaf Petroleum Hydroicarboins)
x
VOC ("Volatile Organic Compounds) - Soil (Non -Aqueous)
X
VOC (Volatille OrganicCompounds)- Water
�x
x
x
X
xwow
Geo -Technical Analysis
Soil Bulk Density (POASTIVII D2937-94 x
Ex -situ Hydraulic Conductivity I Pie�rirneabillty x
Moisture Content (w) ASTIVI D22,16-92 / D4643-93 x
............................................ ................................. .................................................................... . ........... .................................................
Porosity x
Roc�k Hydraullic Conductivity Ex -situ x .
..................... ..................................................... ........................ ................................................................... . ........... .......................................................... .......... . ......................................... .............. ............................
Sieve / ParUcle Size, Analysis ASTM D,422-63 / D 1140-5,4 x
Soil Classification ASTM D2488-90/ D2487-90 x
SoIl Particfe Dansity (Ips) ASTM D8,54-92, x
X
. ....................................... ................................. .................................................................... . ........... ................................................. ....... .....................................
,x
X
152
��Metals Analysis
.............................................................................................................................. .. .. .. .. .. .. .. ..
Soil preparation fee for Metals Total Soil (one fee p r soil sample)
............... ...................
W'ate r oreioa mlieti, o in feefor V eta I s, Wate r (one fbe;
Arsenic TCLIPSoil
X two
Arsenic TotalSoll
x
Arsenic Water
x two
��Barium TCLP Soil
x wow
Barium Total Solif
x
,x wow
Cadmium TCLP So�ll
—x
Cadmium Total Soil
x
Cadmium Water
x
Chromiam TGLP Soil
x
Chromium Total Soil
x
rom
FC:hh:rom1uni Water
x
C Cy Ide TCLP Soil
yanic
Cyanide Total Soil
x
Gyanide Water,
x
Iron TGLP Soil
X
x
Iron Total,Soll
x
Iron Wate
x wow
X
Lead TCLP Solif
x
Lead Total Soil
x
Lead Water,
x
Mercury T'CLP Soil
x wow
Mercury, Total Sol]
x
Mercury Water,
x wow
Selenium TCLP SoJI
x
Selenlum Total Soil
x wow
Sefeniurn Water
x
,Silver TCLP Soil
x
Silver Total Soil
x
,Silver Water,
x
Metals'XILP Soil(a, combination of all metals), RGRA5,
x
MetalsTotal Soil (a combination ofall metals) RCRA
x
Metals Water (a combinationofall mietals) RCRA,
x
x
x two
x wow
x
Other
EnGore' Sampler, purge -and -trap sampler, or equilivalent
x
sampling device
Ea mple Shipping par sampling event'
1i x 65.,76 $651.76
A sampling event, at a mlni'mum , ��is all samples (sloil and groundwater) oollected i�n a calendar �iday,
Total Analytical Costs: $ 11917.92
153
�gm
Total Concri and Asphalt
Placement/Rieplacernent Cosits.
�� I �ii I ' 1 111 llil
Jill
litern to Be Destroyed, Dismantled, or, Remov,ed U61t Cosit ($) Total Cosit ($) 1
Total Building Destruction or Dismantilling and
Canopy Reimoval Costs:.
...............
154
U1 1 111 �� io M. ''I',,',',,, 1111]�1111 e
Monitoring Well 113 #
Type of Well
Depth of
Cost
'Total Cost
(HSA I PUSH
Well (feet)
per Foot
Recovery)
��MW-8
RSA
'15.00
1341
$201 A 5
MIW-9
HSA
115. 00,
1341
$21,01.15
��m w- 110
HSA
'15.00
13.41
$201.15
MWI-I I
�Fi,SA
11,5.00j
1 ��3 �41
$2,01 115
��M W-1 2,
HSA
15.00
1141
$201 A 5
MW -1 3
�Fi,SA
11,5.00j
1 ��3 41
$2,01 115
��M W-1 5
HSA
12.00
1141
$160�92
-F- -F-
Total Monitoring Well Abanclonment Costs:
Tota 1 ��P avil n g, ��D e m o I i t i o n, a n d We I I Aba nd o n m e n t C osts
............... ...............
155
F— Employee Name Personnel "Title
............... ........... ...............
Remediatt , on Category Task
I ............................................................................................................................................................................................................................................................................................................................................................................................
PEMIS
Senior Acct. Technician
16.00
73.77
$1,180.32
GCAP-Budget
Bludget Preparation (7,11,120-6,130,121)
Arcadis Geologist 111 11,50, 118.04 $ 17 7,06
CCA -Field Bludget Preparation,, ��Review and Certification (7,11,120,-61,130,,121)
Arcads Sen,ior Scientist 1.00 114.02 $114.0,2
11CACR
CACIR Preparation (7/1/20-6/30/2,1)
Arcadis Engineer 1 7,00, 100-60 $�704,20,
11CACR CACIR Preparation (7/1/20-6/30/2,1)
Arcadis
Senior Techni'dian
3,00,
87.18
$261,54
CACR
CACIR Preparation (7/1/20-6/30/2,1)
156
Employee Name Personne! "Titl�e
# -7Remediation Categ�or�
Arcadis Geologist 111 11,00, 115.73 $ 1157 3
CCA -Field ��Rev i�ew P rofess i�o n al S u rvey ��F ��i el d 1\1 otes (7/1 /19-6/3 012 0,) 1
Areadis Geologist 111 1,50, 115.73 $�173,59
CCA -Field
Field Notification (7/l/19-6/30/201)
Arcads Engineer 1 2.60 98.63 $256.44
CCA -Field Coordinate GWM Event (7/1119-6130/201)
Arcads Senior Technliclan 18.00 85.47 $1,538.46
CCA -Field Pick-up Equipment, Travel, Gauging,, Sampling, and F'ield Docurnentation (7/1/19-6/30/20)
Areadis Se-n�ior Admin. A,ssistan�t 0,30, 59-18 $17,75
CCA -Field Prepa re ��H ard co pie s a n d S, h ip R e I d ��N oti I"i cati on (7,11 [119-6/3 012 0,)
Aircadis Sen�ior Scientist 11,50, 109-59 $,164,38,
CCAP
Coordinate Illinois ��EPA Review of Ordinance (711,118-,61,130119)
Arcads Senior Scientist 4,00, 109-59 $438261
CCAP
Illinois EPA, Meeting (7/1/18-6/30/19)
Arcads Senior Admin. Assistant 0.40 58.02 $23.21
CCAP
Illinois EPA, Meeting (7/1/18-6/30/19)
Parsons (Kara Bach), Geologist 1 8.00 $0.00
CCAP Coordinate Village of Mt, Prospect Limited Area Ordinance (7,11,114-61,130,115)
157
Employee Name Personne! TItIe
# -7Remediation Categ�or�
Parsons (Laura Green) Geologist 111 3,00, 106.91 $�320,73
CCAP Coordinate Village of Mt, Prospect Limited Area Ordinance (7,11,114-61,130,115)
Parsons (Flarl Savin), Senior Draftperson/CAD 0,50, 72-88 $36,44
CCAP
Update Basemap and Prepa,r,e GWO Figure (7/11/14-6/30/1151)
Parsons (Jason Price) roj�ect Manager 1.00 111.52 $1111.52
CCAP Coordinate Village of Mt. Prospect Limited Area Ordinance (7/1/115-6/30/16),
Parsons (Laura Green) Geologist 111 7.50 109.04 $817.80
CCAP Coordinate Village of Mt, Prospect Limited Area Ordinance (7,11,115-61,130,116)
Parsons (Flarin Sav"In) Sen�ior Draftperson/C.A,D 0,50, 74-34 $37, 117
CCAP Update Basemap and Prepa��re GWO Figure (7/1/15-6/30/1161)
Parsons (Laura Green) Geologist 111 11,50, 109.04 $ 163,56,
CCAP
Coordinate Village of Mt, Prospect Limited Area Ordinance (711,115-61,130,116)
Parsons (Mike �Hays), Geologist 111 10.25 109.04 $1117,661
CCAP
Coordinate Revisions to, Village of Mt. Prospect Limited Area Ordinanice (7/1115�6130/16)
Arcads Senior Scientist 3.60 106.38 $382.97
CCAP
Coordinate City of Des Pla,ines LimitedArea Ordinance (7/1/16-6/30117),
Arcads Senior Scie�ntist 2.00 106.38 $212.76
CCAP
Coordinate City of ��Des Plaines Limited Area Ordinance (7,11,116-,61,130/17)
158
Employee Name Personne! "Titl�e
# -7Remediation Categ�or�
Arcadis Sen�ior Scientist 2,50, 106-38 $�265,95
CCAP Coordinate Village ��of Mt, Prospect Limited Area Ordinance (7,11,116-6,130,117)
Areadis FSenior Scientist 11,50, 107.44 $161,16
CCAP
Coordinate City of Des Pla,ines UrnitedArea Ordinance (7/1/17-6/30118),
Arcads Senior Scientist 4.50 107.44 $483.48,
CCAP
Coordinate City of Des Pla,ines Indemnity Agreement (7/1117-6130/181)
Enqineer I
Arcads 2.50 94.80 $237.00
CCAP
Coordinate City of ��Des Plaines Limited Area Ordinance (7,11,117-,61,130/18)
Areadis Sen�ior Scientist 11,50, 107.44 $161,1161
CCAP Coordinate Revisions tio City of'Des Pl�ai�nes Limited Area Ordinance (7/1/17-6/30/18)
Aircadis Sen�ior Scientist 0,50, 107.44 $53,72
CCAP
Coordinate Village �lof Mt, Prospect Limited Area Ordinance (711,117-61,130,118)
Enqineer I
Arcads 0,80, 94.80 $75,84
CCAP Coordinate Village of Mt. Prospect Limited Area Ordinance (7/1/117-6/30/18),
Arcads Geologist 111 2.60 113.46 $295.00
CCAP
Coordinate Revisions to, City of Des Plaines Limited Area Ordinance (7/l/18-6/30/191)
Arcads Geologist 111 14.80 113.46 $1,679.21
CCAP Coordinate Revisions tio City of'Des Pl�ai�nes Limited Area Ordinance (7/1/18-6/30/19)
159
Empiloyee Name Personne! Title Total Cost
# -7Remediation Categ�or�
Arcadis Sen�ior Scientist 22.00 109-59 $24,410,98
CCAP Coordinate Revisions t�o City of'Des Pl�ai�nes Limited Area Ordinance (7/1/18-6/30/19)
Areadis FSenior Admin. Assistant 4,00, 60-36 $241,44
CACR,
Reco�rd NFR (7/1120-6/30121),
Arcads Senior Admihn. Assistant 0.50 60.36 $30.18,
CACR,
Project Support (7111,20-6130/21)
PEMIS Account Technician 1V 20.00 67.07 $1,341.40
CCAP Final Clairn ��P,reparation (7/1/20-6/30/21)
PEMS Se-nIior Prof. Engineer 1,00, 174-38 $ 174,3 8
CCAP Final Clairn ��P,reparation (7/1/20-6/30/2,1)
Imp I I I � I I I � I I I � 111 1111 11 1
Total of'Consulting Personnel Costs $2 0,17 54 a 0 1 1
160
.
Materials, Equipmen'tor Field Purchas,e
.................................................................................................. -
me or
Arnount Used
...........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Remediation Category Des�c�r'lpt�i,ontiust�'if'lcat'lo��n
11'ersonal Milleage, 27.00 0.,57 Mile $15-52
CCA-Fleld Personal Mi leage from Arcadis ��Hoffman ��Estates, to,Site (7/1/19-6/30/20)
E',co-Rental Solutions LLC Invoice #R1178342 (Rental) 1.00 22,50 Day $22.5(
CCA -Field Wa te r, L eve I M eter, (7/1 / 1 �19 -6/3,0/20)
E',co-Rental Solutions LLC Invoice #R1178342 (Purchase) 10.00 8,95 Each $89.5(
CCA -Feld I n d ivi d u a I Po I y B a i I e ��rs (7/ 1/19-6/30/20)
"Total of Consuttant Materials Costs
.............................................................................................................................................................................................................
161
p
fte.o. ow my,
W Askroo&- W1169
Owner/Operator and Licensed Professional Engineer/Geologist Budge,
Certification Form i
Owner/Operator- BP Products North America, Inc.
Authorized Representative- Kyle Christie Title- Contracts Manager
.001,0
Signature- 1/0 Date:
Subscribed and sworn to before, me the day of — f
See Attached
California Not@a,Certificate Seal:
(Notary Public)
162
CALIFORNIA JU:RAT
(CALIFORNIA GOVERNMENT CODE § 8202)
A notary public or other officer completing this certificate verifies only the identity of the
individual who signed the document to wh,ich this certificate is attached, and not the truthfulness,
accuracv. or validitv of that document.
STATE OF CALIFORNIA
COU NTY OF Orange
Subscribed and sworn to (or affirmed) before me on this, 1 Oth day of December 20,20
i
by Kyle Andrew Chri�st,iie proved to me on, the basis of
(Name of Signer(s))
satisfactory evidence to be the person(s) who appeared before me.
limADAM,
L EVANS
Notary Public - Ca[Jfou'lia.
Orafige
Comir�nission # "229540 lvt
Signature of Notary Pub�lic (Notary Seal)
ADDITIONAL OPTI�ONAL, INFORMATION
Description of Attached Document
Title or Type of Document: Owwnwakx and Um*W "essiorW Englneer/GeW4st Budget Cer0fication F%m Document Date: 12/10/2020
1 . n it:
Number of Pages:� Signer(s) Other Than Named Above. ;
Additional Information:
revision date 01/01/201S
163
CALIFORNIA JURAT WITH AFFIANT STATEMENT
GOVERNMENT CODE § 8202
0 See Attached Document (Notary to cross out lines 1-6 below)
11 See Statement Below (Lines 1-6 to be completed only by document signer[s], not Notary)
Signature of Document Signer No. 1 Signature of Document Signer No. 2 (if any)
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document
to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
State of California
County of -PlaQe—r
gli 6
S J,
BRITTANI C. JACOB7SEN
or tj �.j
Notary Publlc - Calffornia
< Placer County
C '41 Commission # 2235116
.My Comm, Expires Mar 22, 2022
Place Notary Seal andlor Stamp Above
Subscribed and sworn to (or affirmed) before me
on this - k 5— day of P5tEM 20
by Date Month Year
Te - f —C� �St- -7 �rN'
(and (2) - b
Name(s) of Signer(s)
proved to me on the basis of satisfactory evidence to
be the person(s) who appeared before me.
Signature rature otar�y Pub'lic
n0T1f%K1A1
Completing this information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document
Description of Attached Document
Title or Type of Document:
Document Date: Number of Pages:
Signer(s) Other Than Named Above:
@2017 National Notary Association
164
'm
A,TTACliMENT 9
Eligiby and Deductible Letter
165
1 035 Stevenson Nv • Springfield, Illinois - 62703-4259
Printed an Recycled Paper
166
Office of the Illinois
State Fire martihal
on I offico
•
CERTIFIED D M L RECEIPT REQUESTED #70012510-0002 1298 65622
FAX
217-782-1062
~
ARSON JNVEr>TIGATION
217-782-9116
December 1f, 2003
BOILED and PRV5URE
Yy
VESM
`ey /♦
217-78Z-2696
FIRE PREVENTON
_
17-78&47'14
�
Products North America, Inti LLC a �� o n a axl t:a ,1R# ,
mANAGRM9NT-eFtv1
100 Tbrch Party
217-782.9WO
3rd Floor Suite iit 300
M�i�f
Warrenv , LL 60555
II��
Y1 fy.?$S-WU
ma David PiGtrowski
HUMANRESOURCES
247 -78* -1026
PERSONNELSTANDARDS
In rhe. FacHity No, -023056
and EWCATION
fVU fri i ent No, 3-1395
217-7224642
Amoco 5860 10508
PMOLEUM and
1590 S. Ehhhurst Rd.
CHEMICAL WM
Mount Prospect Cook Co., Ifs
217-785-U78
PUBLIC I ORMATION .
Dear Applicant: '
1 -/aS-1021
VSB SITE
�l+WW'State.i�. r�r
The i � men Efigih�ity and Deductible Application �� � {� n � ,X003 dor
above referenced' o urren has been �v iewed The fbllocigd t nninati n here been sed
upon this review.'S
It has been deterninedg that you are eligible, to seek, payment of costs in excess of $1 %000. The costs
must be in response tcy the occurrence referenced above and associated with the followmg tanks:
Eligible
Tank 1550. gallon Used Oil
Tank 2 6,,000 gallon Gasoline
Tank.3 8,OQOgallon Gasoline ,
Tack 4 10,000 gallon Gas hn .
You must contact the Mmiols Envirormental Protcction Agency to receive ajaekt ofAgency big
forms for subudtfing your request for payment.
An owner r o rator a I able to access the Underground Stora Tank 1 lieligibility the
requirements are s tisf e&
Neither the owner nor the operator is the United States Government,
. ' "the tank does not contain fail which exempt from the motor � f,
.1''The posts -wore incurred as a r snft•o a c. fu= release of any of fli& fol �v �x es:
"Fuel', as defined in Section 1. 19 of the Motor Fuel Tax Law
Aviation fuel
1 035 Stevenson Nv • Springfield, Illinois - 62703-4259
Printed an Recycled Paper
166
4t
j V '
Heating oil
Kerosene
Used oil,. which has been re coed from crude old used in a motor vehicle, as defmed in
Section 1.3 of the Motor Fuel Tax Law.
4. The owner or operator registered the tank and paid all fees in accordance with the statutory and
reguJatory requirements of the Gasoline Storage Act.
. The owner or operator notified the Iffimois Emergency Management Agency of a confinmed'release,
the costs were incurred after the notification and the costs were a result of a rebase of a substance
sted in this Section, Cost's of corrective action or indenmification mn+c rr d before providing that
notification shall not be efiga`blc for ay=nt.
. The costs have not already been paid to the owner or operator under a private mnsurance tae .cy, other'
written agreement, or court order.
7. The costs were associated with "`corrective action'.
This constitutes the final decision as it relates to your eligibility and deductibility. we reserve the night 0
change the deductible determination should additional formation that would charge the detern action -
becorne available. An underground storage tank owner or o forappeal the decision to the - Iffinois
Pollution Control Beard (Board),, pursuant to Section 57.9 c , An owner or operator who seeks to appeal
the decision shall file a petition for a hearing before the Board wig 35 days of the date of mailer of the
final decisi� 3 5 Illinois Administrative Code 105.102(a)
For information regarding the flUng of an appeal, please contact}
Dorothy Gunn, Cleric
Bois Pollution Control Board
State of lois Center
loo Fest RandolpI4 Suite 11-500
Chicago, Illinois 60601
(312) 814-3620
`you have any questions, please contact our Office at (217) 785-1020 or 217785-58780
8.
Sine ly,
Deanne Lock
Administrative Assistant .
Division of Petroleum and Chenical Safety
cc IEPA
aci.ty File
167
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168
10,21 North Grand Avenue East P.O. Box 19,276 o Springfield o Illinois e 62794-9276 o (217) 782-3397
The Agency is authorized to require this information Linder Section 4 and Title XVI the Environmental Protection Act (415 III CS 5/4„ 5/57 - 57.17). Failure to
disclose this, information may result in a civil penalty of not to exceed $50,000.00 for the, violation and an additional civil penaltinot to exceed $10,,000.00 for
each day du6ng which the violation continues (415 II CS 51)42). Any person who k�nowingly makes a false material staternent or representation, orally, or, in writi�rlg,,
in any la,bel, manifest, record, report, permit, or license, or, other document, filed, maintained or used ��for the purpose of compliance, with Tifle XVI commits a Class
4
felony. Any s d o r su bseq iluemit offense after convicti o n here un de r is a C lIass 3 fe l�o n y (415 1 L C S 5/44 a n d 57. 117). This form ha s bee n approved bthe
Forms Management Center.
Leaking Underground Storage Tank Program
Clarrective Action Completion Report
A. Site Identification
1EMA Incident # (6- or 8 -digit): 20031395 1 E P,A II # (I O -d igit)p 03119850718,
IMEM
B. Site Information
1. Has a Corrective Action Plan been ,approved? 0 Yes, 0 IINo
Dateolfapprovalletter- 11/5/2014
i
2. This completion �Ireplort is, Ili ng sItted pursuant to,'.,
ai. 35 111. Adm. Code 731.166 0
b., 35 111. Adm., Code 732.300(b) 0
c. 35 Ill. Adm. Code 732.404 0
d. 35 111. Adm. Code 734.345 0
aisoi! Site -Specific Remediation Objectives/Institutional liControls
111111 1`11111 111111111�;111111ir;� a ��
'111 � F ��111 111 11 1 1 W1111 I
a Soil 0 Yd S. 3
Groundwater 0 gals.
c. Free Product 0 gals.
PAOMM67
b. Thile major components (e.g., treatment, containment, remova,l) ofthe correctivile actJon;
IF
c. The scopd or mitigated by the corrective action; and
d. The anticipated post -corrective action uses of the site and areas immediately adjacent to the site -
11- 5132 2288
LPC 5,14 Rev. 11 /20,116 Corrective Action, Completion, Report Page,i 169
2. A description of the corrective action activities conducted including -
a. A narrative description ofthe field activities conducted as part of'corrective action,
b. A narrative description of the remedial actions implemented at the site and the performance of each remedial
technology utilized;
c. Documentation ofsampling activities:
i. SamIlple collection information;
H. Sample pireservat,ion and shipment information,
Hi. Analytical procedure information;
iv. Analytical results, chain of custody and control, and laboratory certification;
It
v. Field and lab blanks" and
0
vi. Table(s) comparing analytica] results to rernedial:ion objectives approved for the site (include sample
depths, date collected, and detection limits);
3. A narral:ive descriptioditions, relied upon as part, of corrective action including:
a. Engineered barners ut[lized.
.
i - d
Type of barriIran
e
(s),
i i. Map showing location(s) and dimension(s) of'barrier(s);
b. Institutional controls utilized:
qIIIII , � IIIIIIIIiiii
In I Mot IEM=
ii. ffiap showing location(s) of controls;
c. Other conditions, if any, necessary for protection of hurnan health and safety and the environment that, ..
w o
n Letter: and
P
11 HOME! 3
M. I
6. it es containing references and data si,ourcs",
7. The water supply, well survey.
a. Map(s) showing Ill ocations of community, water supply wells and other potable wells and the setback zone for
each well,
b. Map(s) showing regulated recharge areas and wellhead protection areas -
7
c. Map(s) showing the current extent of groundwater contamination exceeding the most stringent Tier 1 remediation
objectives;
d. Map(s) showing the modeled extent of grounidwater contarnination exceeding the most stringent Tier'l
remediation objectives;
e. TaIe(s) lin,ting the setback zones for each community water supply wiell and othiler potable water suppl�y wells;
f. A narrative identifying each entity contacted to identify potable water supply wells, the name and fitle ofeach
person contacted, and any field observations associated with any wells identified-, and
g. A certificalion from a Ucensed Professional Engineer or Licensed Professional Geologist thatthe survey was
conducted in accordance with the requirernents eland that the documentation submitted includes the information
obtained as a sires ult of the survey (certification of this report satisfies this requirement);
IL 5132 2288
LPC 5,14 Rev. 11 /20,116 Corrective Action, Completion, Report Page 2 170
8. Sitie map(s) meeting the requirement of 35 IIL Adm. Code 732.1 10(a) or 734.44,
9. Development of T'ier 2: or 3 remediation objectives, if applicable. I
a. Equations used,
b. Discussions of how input variables are determined;,
Q., Map(s) depicting distances used in equation, and
d. Calculations; and
10. Property Owner Summary Forni
D. Signatures
All plans,, budgets, and reports must be signed by!, the owner or operator and list the owner's or operator"s full name, address,
i
and telephone number,.
Name BP Products North America, Inc.
Contact Kyle Christie
Address 1919 Mariposa Lane
Zip Code 92833
Phone (714) 815-8971
#0
Signature
Date
Company Ar'cadis US, Inc.
Contact, James M. JaGobsen,
Address 101 Creekside Ridge Court, Suite 200
Cily Rosevil[t
State CA
Zip Code 915678
Phone (916) 865-3144
Email James ,ace bsen @arcad is comi
Signature
Date 12-10-2020
1W 0, W
ow
W
Licensed Professional Engineer
Name Jason Cosgrove
Company Arcadis U.S., Inc.
Address 150 W. Market Street, Suite 728
City Indianapolis
State Indiana
Zip Cade 46204
Phone 317-236-2809
Ill, Registration No. 062.061327
license Expirattion. Date 11/30/2021
Signature
Date 12/11/2020
IL 532 22818
LPC 514 Rev. 11/2016
ESSIO
M�
't 1010,
-JASON RICHARD*. rn
rn
COSGROVE
:0 Z
062.061327
oil
00 #4 lcl
4P
OF I
Olt $##11
amz�
171