CC Staff Report 04-28-2014 Contamination Cleanup GrantCITY OF
CHANNAS3EN
7700 Market Boulevard
PO Box 147
Chanhassen, MN 55317
Administration
Phone: 952.2271100
Fax: 952.227.1110
Building Inspections
Phone: 952.227.1180
Fax: 952.227.1190
Engineering
Phone: 952.227.1160
Fax: 952.227.1170
Finance
Phone: 952.227.1140
Fax: 952.227.1110
Park & Recreation
Phone: 952.227.1120
Fax: 952.227.1110
Recreation Center
2310 Coulter Boulevard
Phone: 952.227.1400
Fax: 952.227.1404
Planning &
Natural Resources
Phone: 952.227.1130
Fax: 952.227.1110
Public Works
7901 Park Place
Phone: 952.227.1300
Fax: 952.227.1310
MEMORANDUM
TO: Mayor & City Council
FROM: Todd Gerhardt, City Manager
DATE: April 28, 2014 o
SUBJ: Resolution of Support; Application for a Contamination Cleanup
Grant Submitted to the Department of Employment and
Economic Development (DEED); 7910 Dakota Avenue
PROPOSED MOTION:
"The City Council approves the Resolution of Support for the Contamination
Cleanup Grant Application to DEED for the redevelopment of the Sinclair gas
station site, 7910 Dakota Avenue." (See Attachment #1)
Approval requires a simple majority vote of the City Council.
PURPOSE/BACKGROUND
The Sinclair gas station redevelopment site has contaminated soils from the gas
tanks leaking over the years. Additionally, both the city's property and some of
the Sinclair site have poor soils that are not suitable to support a foundation. In
some areas, over 30 feet of soil needs to be removed and replaced with suitable
fill material or geo -piers (see Attachment #2). Due to these soil conditions, the
applicant is applying for a Contamination Cleanup Grant through the Minnesota
Department of Employment and Economic Development (DEED). The purpose
of these grants is to clean up contaminated sites to allow for redevelopment,
reduce the potential contamination, create jobs, and increase the tax base by
maximizing these unproductive sites.
REDEVELOPMENT SUMMARY
Senior Center
Phone: 952.227.1125 2014 Total Estimated Value
Fax: 952.227.1110 $484,000
Total Estimated Value After Redevelopment $3,600,000
Web Site New Jobs 35 full -time and 18 part-time = 53
www.ci.chanhassen.mn.us Current Taxes $18,164
Proposed New Taxes $47,600
Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow
I
Mayor & l,1ty Council
April 28, 2014
Page 2
The applicant is requesting the City Council approve a Resolution of Support for
this project. By giving the city's support, it increases the chances of receiving a
grant award.
RECOMMENDATION
Staff recommends that the City Council approve the attached Resolution of
Support for the Contamination Cleanup Grant application to DEED for the
redevelopment of the Sinclair gas station site, 7910 Dakota Avenue.
ATTACHMENT
1. Grant Application
2. Soils Report
3. Resolution of Support
gAplan\2014 planning cases\2014 -11 dakota retail (sinclair)\support contamination grant application.docx
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Bepartmant of Employment a1M Economic OavelopmeM
tat National Bank Building 332 Minnesota Street, Suite E200 St. Paul, MN 5 51 01 -13 51
Contamination Cleanup Grant Application and Part 1 of the
Revolving Loan Application
Cover Page
Applicant (Public Entity): City of Chanhassen
Head of Applicant Agency: Tom Furlong
(ex. Mayor)
Applicant Address: 7700 Market Boulevard, P.O. Box 147
City: Chanhassen Zip Code: 55317
Project Contact Person for Public Entity: Todd Gerhardt
Phone: 952.227.1119
E -mail: terhardtna,ci.chanhassen.mn.us
Mailing Address: 7700 Market Boulevard, PO Box 147, Chanhassen, Minnesota, 55317
Project Manager for this project from the Public Entity, in the event of an award
Name Todd Gerhardt Phone 952.227.1119
E -mail tgerhardtnu ci.chanhassen.mn.us
Mailing Address: 7700 Market Boulevard, PO Box 147, Chanhassen, Minnesota, 55317
Application Author: Ben Merriman
Author's Phone and email 612 - 720 -9213 bmerriman(i�eentercomoanies.com
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4#&AWWr #1
LM193
Provide a written executive summary of the project, including the applicant's involvement
in the project to date and how the applicant intends to manage the project should a grant
be awarded.
The project identified as "Dakota Retail' includes the redevelopment of a long standing
brownfield site along the County Road 5 corridor in Chanhassen Minnesota The plans
include the removal of the existing Ivan Gas Station and construction of a new 8,000 square
foot retail center. It is estimated that over 52 new iobs will be created and will nearly triple
the existing tax base. The City of Chanhassen has actively worked with Center Companies
both on this project and other proiects within the city Center Companies has a proven
track record of success and is a valued partner that consistently contributes to the
redevelopment initiatives within the city and our dedicated staff of professionals are
committed to overseeing the grant process from initial application through payment
requests and final reporting. Our attention to detail and close working relationships with
the project team will facilitate timely responses and successful documentation of the
funding process.
I. SITE IDENTIFICATION AND HISTORY
SITE INFORMATION
1. Name of Site: Dakota Retail
Site Address: 7910 Dakota Avenue
City, County or Township: Chanhassen Zip Code: 55317
Acreage of Site: 1_7 Sq. Ft. of Site: 74,052
If City is applicant, what form of government? X Home Rule Charter _ Statutory City
Minnesota Legislative District # A 47 B
(Note: The Minnesota Legislature has a tool to look up legislative district numbers. You
must have a precise address and know the zip code of the site. Go to:
http: / /www.leg.state.mn.us/ and use the "Who represents me ?" tool.
2. Is the site located within a designated Transit Improvement Area (TIA ?) _ *Yes X No
*If yes, please provide Station Area name:
A. Current property owner(s): See Attachment 1
When was the property purchased?
From whom was the property purchased?
Cleanup
For what amount?
FY 13
B. Who will develop the site? Center Companies, LLC
Will the developer own the property at any time? X Yes _ No
When was /will the property be purchased? June 2014 For what amount? $625,000
C. Are eminent domain proceedings necessary to acquire the property on which the cleanup
and redevelopment will occur? No If so, explain any difficulties anticipated in
accomplishing the project.
D. Who will own the project site after development? Center Companies, LLC
When was /will the property be purchased? June 2014 For what amount? $625,000
4. Provide a legal description of the site. Please see Attachment 1.
SITE VALUATION: ASSESSMENT OR APPRAISAL
If you are applying for cleanup grant funds you may submit either assessed value
information or an appraisal. If you are applying for a revolving loan, you must submit an
appraisal and may not submit assessor's information in place of an appraisal.
Attach an appraisal completed by a qualified independent appraiser licensed under chapter
82B using accepted appraisal methodology which shows the current market value (pre -
cleanup) of the property, separately taking into account the effect of the contaminants on the
market value. This value should include both the value of the land and, if applicable, any
buildings on the Site. Along with the appraisal, please include the projected value after
cleanup and development.
Current Appraised Value
M'
Projected Value
Attach documentation showing the assessed value of the property for the latest year, as
determined by the local assessor, shown on the most recent valuation notice used under
Minn. Stat. § 273.121. Along with the assessed value, please include the projected value
after cleanup and development.
Current Assessed Value Projected Value $3,600,000
Assessed values are included in Attachment 1.
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MAPS AND SITE FEATURES
6. Attach an accurate and legible site and location map showing locations of prominent and
relevant site features such as buildings, retaining walls, etc. (NOTE: maps shall include
property boundaries, a north arrow and bar scale). The map(s) should show the following:
• The current condition of the site including labeled structures;
• The proposed development of the site including labeled structures; and
• The location(s) of contamination.
Adding photographs is recommended.
See Attachment 2
CURRENT AND FUTURE SITE USE
Zoning/Land Use:
A. Current: Industrial Commercial X Residential
Mixed -use Other (Specify) and Highway and Business Service
B. After Cleanup: Industrial Commercial X Residential
Mixed -use Other (Specify)
8. If a change in zoning is necessary, please provide a schedule of required approvals. Zoning
Change is not required.
9. Current economic condition:
Vacant lot Developed site X Other
10. How many buildings are currently on site?
Industrial How many are occupied? If vacant, for how long?
Commercial 1 How many are occupied? 1 If vacant, for how long?
Residential How many are occupied? If vacant, for how long?
11. Year building(s) was /were built: Late 1970s
12. Please describe the condition of the buildings on the site. Structurally, the building is in
fair condition, but the exterior facade lacks character and is si nificantly outdated
The visual asneets of the building diminish the value of the intersection.
13. Is demolition required for RAP implementation? No Is demolition addressed in the RAP?
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FY 13
14. Please describe how site redevelopment will spur adjacent development. Several new
developments have already been completed in and around this high traffic intersection
and the Dakota Retail project will continue to be a driver for new developments within
the City of Chanhassen. The proiect is being constructed using attractive and high
quality building materials: and includes substantial landscape upgrades that will bring
new life to the southwest corner of the intersection. The existing businesses in the area
will see immediate benefit and speculative proiects may surface.
SITE HISTORY
15. Please attach a brief synopsis on the history and general background of this site. This
includes but is not limited to former uses of the site, known and/or suspected causes of
contamination, etc. Also describe the current condition of the site and include a description
of existing structures and existing occupants of the site.
Historically, the site consisted of cultivated agricultural land from at least 1937 until
the late -1970s when the site was developed into a gas station. The original gas station
included five underground storage tanks (USTs) that ranged in capacity from 560 -
gallons to 8,000 - gallons and contained gasoline, an alcohol blend, fuel oil, and used or
waste oil. In March 1990, one 1,000 - gallon waste oil UST was removed from the Site.
Petroleum impacts were detected in the UST basin and a release was reported to the
MPCA and assigned Leak ID #2386. Subsequent investigations were completed in
accordance with MPCA requirements and Leak #2386 was closed by the MPCA on
April 29, 1991.
In 1992, the four remaining USTs and associated piping were removed from the Site.
Petroleum impacts were detected and a release was reported to the MPCA and
assigned LEAK ID #4987. After several years of investigation and monitoring, the
MPCA closed Leak ID #4987 on January 17, 1996.
Results of groundwater samples collected as part of a 2004 Phase II environmental site
assessment (ESA) indicated elevated petroleum contamination compared to previous
investigation results from monitoring well sampling. Consequently, the MPCA re-
opened Leak ID #4987 on October 28, 2005 and requested a Limited Site Investigation
(LSI) for a potential new release. Based on the information obtained during the LSI,
a new release was not assigned and the MPCA closed Leak ID #4987 on August 28,
2006.
Currently, the site consists of two parcels totaling approximately 1.70 acres and the
slab -on -grade approximately 1,800- square -foot convenience store and gas station
known as Ivan's Sinclair is present. Three active 8,000 gallon USTs and associated
pump islands are located north /northeast of the convenience store on the eastern
portion of the site. Paved parking and driving areas surround the convenience store
and gas station. The western parcel is landscaped.
Cleanup
FY 13
An environmental investigation was completed in March 2014. Results from the 2014
investigation indicated that fill soils are present across the Site to depths of up to 12
feet below ground surface (bgs) and petroleum impacts to soil and groundwater were
identified within soil borings ST -5 and ST -6. It was determined that the elevated
concentrations petroleum impacts to soil and groundwater on the eastern portion of
the proposed building will restrict off -Site reuse of fill soil and likely require disposal
at a permitted landfill and that if dewatering was required as part of the proiect a
Metropolitan Council Environmental Services (MCES) temporary groundwater
discharge permit would be need to be obtained prior to dewatering Additionally,
benzene was detected at a concentration above its 1OX Industrial ISV and a vapor
mitigation system was recommended to be incorporated into the building design
H. CONTAMINATION
16. Is applicant enrolled in an MPCA Program? Yes
VIC Prog. I.D.
PBP Prog. I.D. PB 4531
LUST Prog. I.D.
Other
VIC Project Manager
PBP Proj. Manager Pam Foster
_ LUST Proj. Manager
17. Name(s) of current environmental consultant
Consultant Company: Braun Intertec
Consultant Name: Tim Lenwav Phone: 952- 995 -2488
Phone:
Phone: 651-757-2778
Phone:
18. What contaminants have been identified at the site? Petroleum based products in soil,
groundwater and soil vapor.
19. What is the likely source of the contamination? Former underground storage tanks,
Pining and puma islands.
20. To qualify for cleanup funding, you must attach a copy of the approved RAP and final
approval of your Response Action Plan from the Minnesota Pollution Control Agency.
See Attachment 3.
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FY 13
21. Summary of Contamination Information:
A. Provide a concise description of the identified contamination and proposed RAP. The
description should include the occurrence of the contamination (i.e., are there distinct
areas of contamination or is contamination widely disseminated across the site? Is the
contamination at the surface or at depth ?).
The detected soil impacts are primarily located on the eastern third of the site and
have been identified both in shallow soil samples and at depth The proposed RAP
includes remediation of soils beneath the building pad from within the proposed
storm water retention pond, in parking and drive areas, and within utility
corridors. Due to the presence of impacted groundwater, storm water infliltration
will not be allowed and the pond will required installation of an HDPE liner to
prevent downward migration of surface water to the underlying aquifer.
Groundwater impacts are also limited to the eastern portion of the site and will
likely be encountered during deeper excavations. Provisions for dischargin
contaminated groundwater are included in the RAP. Elevated Photoionization
detector (PI DI readings and soil vapor concentrations have also been detected and
soil vapor mitigation is required under the building slab. A figure presenting the
extent of impacts is included in Attachment 2 and excerpts from previously
completed reports identifying impacts are included Appendix A of the RAP
B. Complete the following table for soil contamination (be sure to include areas of
contamination that have been identified at the site but will not be treated or removed as
part of the approved RAP):
General contaminant
type (i.e., DRO,
VOCs, metals, etc.)
Total volume of
identified
contaminated soil
c ds
Total volume of
identified contamin-
ated soil to be
remediated c ds
Remedy
RAP Cleanup Goal
(i.e., residential
SRVs, industrial
SRVs, etc.
Petroleum VOCs
9,000 CY
4,000 CY
Excavation and
Industrial
DRO and GRO
Disposal
C. Complete the following table for groundwater contamination. If no or limited
groundwater investigation has been conducted, indicate this. Also indicate if a
groundwater investigation was conducted but no contamination was detected.
General contaminant
type (i.e., DRO, VOCs,
metals, etc.
Affected aquifer (i.e.,
water table, deeper
aquifers)
Approximate dimensions of
contaminant plume on -site.
Specify if the plume extends
off -site.
Remedy
Petroleum VOC,
Water Table
140 feet by 150 feet
Source area removal
DRO and GRO
Cleanup
FY 13
D. List all compounds comprising the identified release in soil and the corresponding
average and maximum concentration for each compound. Also include petroleum in the
table. If distinct areas of contamination are present at the site, please describe separately.
(NOTE: It is acceptable to provide an overview with estimated average and maximum
concentrations if the amount of analytical data is overwhelming.) (Note: for PAHs, please
provide individual compound concentrations or Benzo(a)pyrene equivalent
concentrations for the carcinogenic PAH compounds.) Petroleum is the only
contaminant of concern on this site and several petroleum related compounds have
been detected in soil and groundwater. The data presented below is only for
compounds that have exceeded regulatory criteria for petroleum. Please note that
although there is not a soil reference value (SRV) or helath risk limit (HRL) for
diesel range organics (DRO) and gasoline range organics (GRO) in soil and
groundwater, the MPCA considers DRO and GRO concentration above 100
milligrams per kilogram (mg /kg) in soil as restricted fill and above 200 micrograms
per liter (u2 /1) in groundwater as an action level.
Compound
Tier I
SRV residential
Average
Concentration
Maximum
Concentration
Benzene
14 mg /kg
4.2 mg /kg
16 mg /kg
Xylenes
110 mg /kg
30 mg /kg
190 mg /kg
GRO
NE
576 mg /kg
1,400 mg /kg
DRO
NE
1,845 mg /kg
9,100 mg /kg
1,2,4- trimethvlbenzene
E. Please do the same as in D. for groundwater.
Compound
HRL
Average
Concentration
Maximum
Concentration
Benzene
2 ue /l
1,667 ug /1
9,600 ug /l
Ethylbenzene
50 ug /l
511 ug /l
2,700 ug /I
Toluene
200 ug /1
1,484 112/1
13,000 u2/1
Xylenes
300 ug /1
1,670 ug /1
12,000 112/1
1,2,4- trimethvlbenzene
100 ngn
300 ug /1
870 112/1
GRO
NE
1 6,627 ug /1
59,000 ug /l
DRO
NE
13,117 ug /1
220,000 ug /1
F. If groundwater at the site is contaminated, note the geologic makeup of the affected
Cleanup
FY 13
aquifer (sand/gravel, till, lacustrine clay, etc.), and the estimated average linear velocity
(be sure to indicate how this number was determined). The geologic makeup is clavev
determined using the C.W. Fetter data model.
G. Briefly describe possible exposure scenarios posed by identified contamination at the
site (i.e., ingestion or human contact with contaminated soil, consumption of
contaminated groundwater, ecological impacts, etc.), and nearby receptors that could be
affected by contaminants migrating from site (high value wetland/creeks/ rivers, etc.).
The highest potential for exposure from identified contamination is dermal contact
to construction workers and soil vapor risk associated with building occupants.
Removal of the impacted soil from the source areas and construction of the lined
storm water pond will reduce the potential for continued contaminant migration to
groundwater. Installation of the vapor mitigation system will reduce the potential
for exposure via soil vapor pathway.
H. If you are requesting costs for soil vapor mitigation, you must have supporting data.
Soil vapor impacts have been identified at the site both from PID readings and
from soil vapor sampling conducted during the investigation. Benzene was
detected at lOx the MPCA industrial screening value in one vapor probe advanced
within the proposed building footprint. Results from the soil vapor sampling are
discussed in the RAP that is included in Attachment 3. Elevated PID ranging from
7 parts per million (ppm) to 841ppm have been detected within 100 feet of the
proposed building footprint.
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FY 13
III. COST ANALYSIS: INVESTIGATION, CLEANUP AND PROJECT COST BUDGET
22. What is the total of all eligible investigation, cleanup and project costs for the site?
$287,800
23. How much grant funding are you requesting from DEED (cannot be more than 75% of the
cost listed in the question above)? $215,850
24. Please fill out the following budget table to identify the investigation costs, cleanup costs
and project costs for the site as defined in the instruction section of this application. Attach
additional sheets if necessary. See Attachment 4 for additional budget information.
BUDGET
Eligible Activities for Investigation and
RAP Development
%Complete
Date(s) Completed Total Cost
Phase I and II
Response Action Plan
100
100
Feb /March 2014 $20,000
Feb/March 2014 $5,000
MPCA Fees
100
Feb /March 2014 $2,500
A. Investigation Costs Subtotal $27,500
Eligible Activities for Soil & Groundwater
Cleanup
% Complete
Date(s) Completed Total Cost
Environmental Consulting Fees
0
Summer 2014 $54,800
Installation of Vapor Mitigation System
0
Summer 2014 $40,000
Load Haul Dispose Contaminated Soil
0
Summer 2014 $120,000
Installation of Pond Liner
0
Summer 2014 $27,000
Contaminated Water Dewatering
0
Summer 2014 $15,00
MPCA Fees
0
Summer 2014 $3,500
B. Cleanup Costs Subtotal $260,300
C. Total A & B This is your total cleanu cost* $287,800
Other Project Activities Necessary to
Implement the RAP
% Complete
Dates) Completed Total Cos[
D. Project Cost Subtotal
E. Total A, B & D !1287.800
Cleanup 10
FY 13
25. What is the breakdown of sources for the above budget?
Amount Source Status (Committed, pending decision date)
$215,850 DEED Contamination Cleanup PendinE
$71,950 Private Equity Committed
$287,800 TOTAL (should equal Total in line E above)
*(12% of the above cleanup costs in line C must be paid with unrestricted funds, as defined on page V; Please
indicate which source(s) will contribute to the unrestricted match.)
26. Is all of the project's financing in place? (i.e. cleanup, construction, operations)
Community Bank of Chanhassen is committed to funding this project. A finacina term
sheet is included in Attachment 5.
27. If requesting project costs, please explain why these costs are necessary to remediate the
contamination. We are not requesting project costs.
28. If any of the activities listed above are partially or fully completed, how were those
activities financed? If work has occurred, please submit the invoices for which you will be
seeking reimbursement. Investigation and RAP development costs were funded with private
equity. The completed costs listed above were financed with Private equity. Conies of
invoices are included in Attachment 6
29. If you are requesting acquisition costs and the amount for acquisition is different from the
appraised or assessed value, please explain why there is a difference. We are not
requesting acquisition costs.
ADDITIONAL FUNDING SOURCES
30. Please indicate whether you have applied for or received all funds available to you from
other funding sources. If you applied for or received funds, please list the amount(s) below.
Source
Requested or
received all funds
available or ?
Amount(s) requested
or received?
Date(s)
requested or
received?
Met Council
Yes - Requested
Requested $287,800
5/1/14
County ERF Grant
PetroFund
ACRRA
MPCA Funding
EPA
Other (Specify)
Cleanup 11
FY 13
COST RECOVERY
31. Has the site been identified as a state or federal Superfund site? Yes X No
32. Based on question 19, are there any existing or former businesses or landowners who may
have caused or contributed to the contamination on the site? X Yes No
If yes, who? Sinclair was identified as the responsible party for the two releases
identified at the Site. Sinclair has completed all of the investigation work as requested
by the MPCA and the sites are currently closed.
What is the status of the business (in operation, sold, closed, moved)? Sinclair sold the site
in 2006 to the current owner listed as IC John, LLC. No additional releases have been
reported at the site.
33. What efforts have been made to recover some or all of the cleanup costs from the party(ies)?
The responsible parties have completed the applicable investigation work as required
by the MPCA and the leak site are currently closed. No further work was requested
by the MPCA.
There is a mechanism to recover costs from the responsible party if this grant receives
funding. See Minn. Stat. § 116J.557 for further details. No
FINANCIAL INFORMATION
34. Please submit a copy of the applicant's most current audit, or financial statement if an audit
is not available. If this information is available electronically, you may submit the web
address in lieu of a paper copy. www.ei.chanhassen.mn.us /audit
35. Is there a possibility that the site will be cleaned up without DEED money? Yes X No
Explain your answer to the question above: The environmental cleanup costs for this
represent 9% of the total project cost and the project cannot financially overcome this
hurdle. The proiect will not proceed without public grant funds to off set remediation
costs.
Cleanup 12
FY 13
IV. DEVELOPMENT PLAN AFTER CLEANUP
36. Describe in detail the Development Plan for the site after implementation of the RAP?
(Number of buildings or housing units, square footage, etc.). Please see Attachment 7.
37. Describe how the project advances or promotes the growth of the green economy as defined
in Minn. Stat. § 1167.437. (see https : / /www.revisor.leg.state.mn.us /statutes / ?id =1167 )
All demolition buildine materials will be recycled. To the maximum extent practical
local /high quality and energy efficient building materials and HVAC/Plumbin
systems will be energy efficient.
38. Have all of the required local/city approvals necessary for this project to proceed been
obtained (planning commission, zoning, etc.) If not, what remains to be done and what is
the process for completing the process of obtaining approvals?
The application for a Site Plan Review and Subdivision was approved by the Planning
Commission on April 15, 2014 and by the City Council on April 28, 2014.
39. What is the estimated cost of the Development (construction costs not including the
cleanup costs)? Construction costs are approximately $2,347,200 (excludes cleanup
and land acquisition)
Of these how much is public? $ private? $2,347,200
40. Is all of the financing in place for the final development of the site? If yes, attach evidence
that funds for the project have been secured. If not, what is the process to secure the funds
and the timeline for securing them?
Community Bank of Chanhassen is committed to funding this project. A finacing term
sheet is included in Attachment 5.
41. If the site will be redeveloped for residential use, provide the following data:
RENTAL: Total number of units NA
Monthly rental cost per unit $ NA
Number of affordable units* NA
Level of affordability NA
Construction cost per unit $ NA
Cleanup 13
FY 13
OWNER OCCUPIED: Total number of units NA
Purchase price per unit $ NA
Number of affordable units/homes* NA
Level of affordability NA
Construction cost per unit $ NA
42. If affordable units will not be constructed on -site as part of this development, will the
developer be contributing to off -site affordable units? NA
If so, how many?
Where in the applicant's jurisdiction will they be located?
43. Are you applying for HUD financing? No If yes, have you received an "Invitation to
Apply" from HUD (attach a copy, if so). If not, where are you in the HUD financing
process?
PROPERTY TAXES
44. What are the property taxes on the site for the current year (prior to cleanup)? 1$ 8,206
45. What is the projected property tax on the site after redevelopment? 47,670
A. How were the figures in Questions 44 and 45 determined? The current taxes were
obtained from Carver County tax records and the projected taxes were based on
projects of similar size and scope in Carver County. Tax record are included in
Attachment 1.
B. Who determined them? Carver County and Center Companies
JOB CREATION & RETENTION
46. Project the number of new jobs created after cleanup and development of the site. (Jobs
that did not exist in Minnesota prior to development)
cleanup 14
FY 13
NEW JOBS TABLE
Position Title
Total # of
Total # of Part-
Expected
Full -Time
Time Jobs
Hiring Date
Jobs
Dentist
3
November
2014
12
1
November
Dental Hygienist
2014
1
2
November
Receptionist
2014
2
1
November
Office/Medical Records
2014
Administration
3
November
Food Service - Manager
2014
3
1
November
Food Service - Assistant
2014
Manager
19
11
November
Food Service — Retail
2014
2
November
Janitorial - Cleaning
2014
Total New Jobs: 52 FTEs. This assumes 43 full time at 40 hours per week and
18 Dart time at 20 hours per week.
47. Project the number of retained jobs after cleanup and development of the site. (Jobs that
existed either on -site or elsewhere in Minnesota prior to development)
RETAINED JOBS TABLE
Position Title
Total # of
Full -Time
Jobs
Total # of Part-
Time Jobs
Former
Location of
Retained Jobs
Total Retained Jobs: 0 FTEs
Cleanup 15
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FY I2 -13
THIRD PARTY /COMPANY COMMITMENT INFORMATION
50. If there is a commitment from a third party to develop on the site after cleanup, please
complete the following:
Third Party /Company Name: Center Companies
Contact Person: Ben Merriman
Title: Chief Manager
Phone Number (include area code): 612 - 720 -9213
51. Do you have an executed development agreement? Yes X No
The application for a Site Plan Review and Subdivision was approved by the Planning
Commission on April 15, 2014 and by the City Council on April 28, 2014.
52. Please attach a commitment letter from the developer or other commitment documentation,
such as a development agreement. (If you cannot obtain a commitment letter from the
developer, please explain.) See Attachment 8.
V. PAYMENT INFORMATION
Most grant payments take place through electronic funds transfer (EFT). To ensure proper
payment, a Vendor Number assigned by Minnesota Management & Budget is required. Vendor
information is available at http: / /www.mmb.state.mn.us /vendor- resources
Financial Contact Person: Danielle Washburn
Telephone Number (include area code): 952- 227 -1141
State of Minnesota Vendor Number (if known): 9390134
If a Minnesota Vendor Number is not available, please supply:
Federal Employer Identification Number: 41- 0885331
Cleanup 17
FY 12 -13
VI. RESOLUTIONS
53. Resolutions are required to be adopted prior to submission of the application package. The
two required elements are:
A resolution from the governing body of the city where the project site is
located, which approves the application.
2. A resolution from the applicant committing the local match and authorizing
contract signatures. Note: Pursuant to Minn. Stat. § 412.201, Statutory
Cities must authorize the Mayor and Clerk to execute all contracts.
An applicant may either provide a separate resolution for each of the above, or combine them
into a single resolution, as long as they include the same elements.
Resolutions are included in Attachment 9.
Cleanup 18
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BRAUN'
INTERTEC
LOG OF BORING
Braun Project BL- 12- 06753B
BORING: STA
GEOTECHNICAL EVALUATION
LOCATION: See attached sketch.
Chanhassen Retail (Former Ivan GS)
7910 Dakota Avenue
Carver, Minnesota
DRILLER: K. Keck
METHOD: 31/4" HSA, Autohammer
DATE: 2127114
SCALE: T. =4'
Elev.
Depth
feet
feet
ASTM
Description of Materials
BPF
WL
PID
Tests or Notes
950.6
0.0
Symbol
(ASTM D2488 or D2487)
ppm
FILL
FILL: Lean Clay, black, frozen.
949.6
1.0
(Topsoil Fill)
FILL
FILL: Sandy Lean Clay, trace Gravel, dark brown,
—
brown and black, frozen to moist.
_
16
0.0
10
0.0
943.6
7.0
FILL
FILL: Lean Clay with Sand, trace Gravel, black and
_
gray.
12
0.0
12
0.0
939.6
11.0
FILL
FILL: Sandy Lean Clay, trace Gravel, with
_
td
seams at 15 feet, greenish gray and gr , mo'
1
0.0
16
0.0
=
O
930.6
20.0
12
0.0
Auger sample, no
CL
C AY, trace Gravel, black, moist.
_
(Buried Topsoil)
recovery, possible
928.6
22.
Cobbles encountered.
CL
SANDY LEAN CLAY, trace Gravel, brownish gray,
_
moist, very stiff.
(Glacial Till)
22
0.0
924.6
26.0
END OF BORING.
Water not observed while drilling.
Water not observed to cave -in depth of 22 feet
—
immediately after withdrawal of auger.
Boring immediately grouted.
oo-ia- voroco Braun lien wrporauon ST -1 page 1 of 1
BRAUN'
INTERTEC
� � P
LOG OF BORING
Braun Project BL- 12- 06753B
BORING: ST -2
GEOTECHNICAL EVALUATION
LOCATION: See attached sketch.
Chanhassen Retail (Former Ivan GS)
7910 Dakota Avenue
Carver, Minnesota
DRILLER: K. Keck
METHOD: 31/4" HSA, Autohammer
DATE: 2127/14
SCALE: V = 4'
Elev.
Depth
feet
feet
ASTM
Description of Materials
BPF
WL
PID
Tests or Notes
943.0
0.0
Symbol
(ASTM D2488 or D2487)
ppm
FILL
FILL: Lean Clay, trace roots and Gravel, black, frozen.
942.0
1.0
(Topsoil Fill)
FILL
FILL: Lean Clay with Sand, trace Gravel, black to
-
brown, frozen to moist.
_
12
0.0
939.0
4.0
FILL
FILL: Sandy Lean Clay, trace Gravel, brown and black,
moist.
14
0.0
_
12
0.0
933.0
10.0
15
0.0
FILL
FILL: Sandy Lean Clay, trace Gravel, tan and gray
moist.
931.0
12.0
FILL
FILL: Lean Clay, trace Sand and fibe , bl mo' t.
(Buried Topsoil)
0.0
929.0
14.0
CL
LEAN CLAY, trace fibers, g y O!is soft.
Swamp epos
��
3
0.0
=
O
924.0
19.0
An open triangle in the
OL
—
ORGA I C Y ith layers of Silt, Sand, wood, and
—
ibers ro ghout, black, dark brown, and dark gray,
water level (WL) column
to et, rather soft.
4
0.0
indicates the depth at
-
—
(Swamp Deposit)
which groundwater was
—
observed while drilling.
-
—
Groundwater levels
—
fluctuate.
919.0
24.0
—
Q
*Water observed at 24
OL
—
ORGANIC CLAY and SILT, trace fibers, black and dark
—
_
gray, wet, soft.
feet with 25 feet of
(Swamp Deposit)
3
0.0
hollow -stem auger in the
-
—
ground.
-
—
Water not observed to
—_
cave -in depth of 20 feet
-
_
immediately after
914.0
9.0
_
withdrawal of auger.
CL
SANDY LEAN CLAY, trace Gravel, gray, wet, medium.
(Glacial Till)
Boring immediately
8
0.0
grouted.
912.0
31.0
1
END OF BORING.*
Braun Intertec Corporation ST -2 page 1 of 1
BRAUN'
INTERTEC
,: q�� � V(6rjj L O G
OF BORING
Braun Project BL- 12- 06753B
BORING: ST -3
GEOTECHNICAL EVALUATION
Chanhassen Retail (Former Ivan GS)
LOCATION: See attached sketch.
7910 Dakota Avenue
Carver, Minnesota
DRILLER: K. Keck
METHOD: 31/4" HSA, Autohammer
DATE: 2127114
SCALE: 1" = 4-
Elev.
Depth
feet
feet
ASTM
Description of Materials
BPF
WL
PID
Tests or Notes
938.5
0.0
Symbol
(ASTM D2488 or D2487)
ppm
FILL
FILL: Lean Clay, trace roots and Sand, black, frozen.
937.5
1 0
(Topsoil Fill)
FILL
FILL: Sandy Lean Clay, brown, dark brown and black,
—
frozen to moist.
19
0.0
11
0.0
931.5
7.0
FILL
FILL: Lean Clay, trace fibers and Sand, black, moist.
_
12
0.0
929.5
9.0
OL
—
ORGANIC CLAY, trace fibers, gray below 12 feet,
black and dark gray, wet, soft to rather soft.
SZ
3
0.0
—
0.0
924.5
14.0
OL
—
ORGANIC CLAY, with woo , r@�QQts, d fib s
—
_
throughout, occ ' al Silt nd(S d s ms, la ,
—
dark gray, brown, wet, ft o her s
3
0.0
�S mp epos)
5
0.0
914.5
24.
—
CL
SANDY LEAN CLAY, with Sand layers, gray, wet,
—
rather soft.
(Glacial Till)
5
0.0
912.5
26.0
END OF BORING.
Water observed at 10 feet with 10 feet of hollow -stem
—
auger in the ground.
—
Water observed at 24 feet with 25 feet of hollow -stem
auger in the ground.
Boring immediately grouted.
Braun Intertec Corporation 5T -3 page 1 of 1
0
a
0
0
Z
V
I
ZI
2
6
BRAUN' �\JICLA S LOG OF BORING
INTERTEC
Braun Project BL- 12- 06753B
BORING: ST-4
GEOTECHNICAL EVALUATION
LOCATION: See attached sketch.
Chanhassen Retail (Former Ivan GS)
7910 Dakota Avenue
Carver, Minnesota
DRILLER: J. Chermak
METHOD: 3 1/4" HSA, Autohammer
DATE: 2125114
SCALE: 1" =4'
Elev.
Depth
feet
feet
ASTM
Description of Materials
BPF
WL
PID
Tests or Notes
938.2
0.0
Symbol
(ASTM D2488 or D2487)
ppm
PAV
4 1/2 inches of bituminous over 7 inches of aggregate
937.2
1.0
base.
1.7
FILL
FILL: Sandy Lean Clay, trace Gravel and fibers, dark
-
brownish gray to brownish gray, frozen to moist.
_
0.8
'Frozen soils, blow
counts not reported.
933.2
5.0
12
0.6
FILL
FILL: Sandy Lean Clay, trace Gravel and fibers, olive
_
gray, moist.
930.7
7.5
8
0.7
_
CL
LEAN CLAY, trace fibers and Sand, black, moist.
(Buried Topsoil)
929.2
9.0
CL
SANDY LEAN CLAY, trace Gravel, dark gray, very
—
moist, rather soft.
(Glacial Till)
5
0.7
926.2
12.0
CL
LEAN CLAY, trace Gravel and wood, ca 'onal d
-
and Silt seams, gray, wet, soft.
_
0.6
(Glac'
923.2
15.0
2
0.5
CL
SANDY LE LA , trace ra a ray, t ist,
=
soft to r er s1iff.1
\/) lacia Til
3
0.5
10
912.2
26.0
END OF BORING.
Water observed at 12 1/2 feet with 12 112 feet of
-
hollow -stem auger in the ground.
-
Water observed at 24 feet with 25 feet of hollow -stem
auger in the ground.
Boring immediately grouted.
Braun Intertec Corporation ST4 page 1 of 1
BRAUN`" Jugs LOG OF BORING
INTERTEC
Braun Project BL- 12- 06753B
BORING: ST -5
GEOTECHNICAL EVALUATION
Chanhassen Retail (Former Ivan GS)
LOCATION: See attached sketch.
7910 Dakota Avenue
Carver, Minnesota
DRILLER: M. Takada
METHOD: 31/4" HSA, Autohammer
DATE: 2/26114
SCALE: V. = 4'
Elev.
Depth
feet
feet
ASTM
Description of Materials
BPF
WL
PID
Tests or Notes
938.0
0.0
Symbol
(ASTM D2488 or D2487)
ppm
937.3
0.7
DONC
°:.;`•°
8 inches of Concrete.
345.4
-
FILL
FILL: Sandy Lean Clay, trace Gravel, brown, gray and
light gray, frozen to moist.
-
53.
"Frozen soils, blow
counts not reported.
'
265.7
'Frozen soils, blow
-
counts not reported.
931.0
7.0
CL
LEAN CLAY, trace fibers, Sands and Gravel, black,
moist.
13
4091
929.0
9.0
(Buried Topsoil)
CL
SANDY LEAN CLAY, trace fibers and Gravel, black,
—
moist, rather soft.
(Buried Topsoil)
5
82.3
926.0
12.0
CL
SANDY LEAN CLAY, olive gray to gra , m st, rat r
_
soft to medium.
22.9
(Glac'
D
5
22.7
=
O
7
29.5
Petroleum odor present
917.0
21.0
to termination depth.
E OF BORING.
Water observed at 20 feet with 20 feet of hollow -stem
-
auger in the ground.
-
Boring immediately backfilled.
53B Braun Interteo Corporation STS page 1 of 1
BRAUN'
INTERTEC
0 o'
LOG OF BORING
Braun Project BL- 12- 067538
BORING: ST -6
GEOTECHNICAL EVALUATION
LOCATION: See attached sketch.
Chanhassen Retail (Former Ivan GS)
7910 Dakota Avenue
Carver, Minnesota
DRILLER: J. Chermak
METHOD: 31/4" HSA, Autohammer
DATE: 2126/14
SCALE: 1 " =4'
Elev.
Depth
feet
feet
ASTM
Description of Materials
BPF
WL
PID
Tests or Notes
937.7
0.0
Symbol
(ASTM D2488 or D2487)
ppm
PAV
4 3/4 inches of bituminous over 6 1/2 inches of
936.8
—
0.9
aggregate base.
936.2
1.5
FILL
50.2
FILL: Silty Sand, trace Gravel, dark brown, frozen.
—
FILL
FILL: Clayey Sand, trace Gravel, dark brown and
_
brown, frozen.
12.7
*Frozen soils, no blow
counts reported.
932.7
5.0
13
5.3
FILL
FILL: Sandy Lean Clay, trace Gravel and wood
_
fragments, dark gray and gray, moist.
930.2
7.5
7
2.3
_
CL
LEAN CLAY with SAND, trace fibers, black, moist.
(Buried Topsoil)
928.7
.0
CL
SANDY LEAN CLAY, trace Gravel and fibers, gray,
moist, rather soft.
(Glacial Till)
5
2.6
925.7
12.0
CL
SANDY LEAN CLAY, trace Gravel, oli e, rat
stiff.
2.5
(lilac'
922.7
15.0
15
2.2
CL
SANDY LE LA , trace ra a ark t to
_
—
wet, stiff m���dddmaarrrggq
lacia Till
SZ
8
916.7
21.0
E OF BORING.
Water observed at a depth of 20 feet of hollow -stem
—
auger in the ground after 20 minutes waiting period.
bmun Intenec Corporation ST -6 page 1 of 1
0
a
0
0
w
V
I
1
BRAUN'
INTERTEC
LOG OF BORING
Braun Project BL- 12- 06753B
BORING: ST -9
GEOTECHNICAL EVALUATION
Chanhassen Retail (Former Ivan GS)
LOCATION: See attached sketch.
7910 Dakota Avenue
Carver, Minnesota
DRILLER: J. Chermak
METHOD: 3 114" HSA, Autohammer
DATE: 2126114
SCALE: I.,
Elev.
Depth
feet
feet
ASTM
Description of Materials
BPF
WL
PID
Tests or Notes
938.0
0.0
Symbol
(ASTM D2488 or D2487)
ppm
PAV
4 1/2 inches of bituminous over 6 1/2 inches of
_ 937.1
0.9
aggregate base.
936.0
2.0
FILL
4.5
FILL: Silty Sand, dark brown, frozen.
FILL
FILL: Sandy Lean Clay, trace Gravel, brown, frozen.
—
2
'Frozen soils, no blow
counts reported.
933.0
5.0
10
2.1
FILL
FILL: Sandy Lean Clay, trace Gravel and roots, gray,
_
brown and black, moist.
931.0
7.0
FILL
FILL: Sandy Lean Clay, trace Gravel, blueish gray,
moist.
8
5.0
929.0
9.0
CL
SANDY LEAN CLAY, trace Gravel and roots, brown
and gray, very moist to wet, soft.
(Glacial Till)
3
927.0
11.0
END OF BORING.
O
=
O
Braun Interteo Corporation ST -9 page 1 of 1
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
DATE: April 28, 2014 RESOLUTION NO: 2014-
MOTION BY:
SECONDED BY:
RESOLUTION APPROVING THE CONTAMINATION CLEANUP GRANT APPLICATION
AND AUTHORIZING CONTRACT SIGNATURE FOR DAKOTA RETAIL/SINCLAH2 GAS
STATION SITE ENVIRONMENTAL CLEANUP
BE IT RESOLVED by the City Council of the City of Chanhassen as follows:
1. That the Chanhassen City Council hereby approves the Contamination Cleanup grant application to be
submitted to the Department of Employment and Economic Development (DEED), by the City of Chanhassen
for the Dakota Retail Development/Sinclair Gas Station site.
2. That the City of Chanhassen acts as the legal sponsor for project(s) contained in the Contamination Cleanup
Grant Program and that the Mayor and City Manager are hereby authorized to apply to the Department of
Employment and Economic Development for funding of this project on behalf of the City of Chanhassen.
3. That the City of Chanhassen has the legal authority to apply for financial assistance, and the institutional,
managerial, and financial capability to ensure adequate project administration.
4. That the City of Chanhassen has not violated any Federal, State or local laws pertaining to fraud, bribery, graft,
kickbacks, collusion, conflict of interest or other unlawful or corrupt practice.
5. That upon approval of its application by the state, the City of Chanhassen may enter into an agreement with the
State of Minnesota for the above - referenced project, and that the City of Chanhassen certifies that it will comply
with all applicable laws and regulation as stated in all contract agreements.
6. The Mayor and City Manager of the City of Chanhassen are hereby authorized to execute such agreements as
are necessary to implement the project on behalf of the applicant.
Passed and adopted by the Chanhassen City Council this 28th day of April, 2014.
ATTEST:
Todd Gerhardt, City Manager Thomas A. Furlong, Mayor
YES NO ABSENT
F d r