Exhibit_A1.pdf

305 SECOND AVENUE NW SUITE 105 NEW BRIGHTON, MN 55112-3279 TEL 651.632.2300 FAX 651.632.2397

ERICKSEN ELLISON

a n d A s s o c i a t e s I n c .

Holding Cell Addition Study for

Minnesota Department of

Corrections

Togo, MN

EEA Project No. 6565

RECS Project No. 78TH0029

2017-06-30 wvue Text Box The two new holding cells will be located in a different building than as described in this study.

Most of the design standards and requirements can be assumed to still be applicable, however further investigation for updates and consultation with the owner and facility is still required

CERTIFICATION PAGE

MECHANICAL ENGINEER

I HEREBY CERTIFY THAT THIS SPECIFICATION WAS

PREPARED BY ME OR UNDER MY DIRECT SUPERVISION

AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER

UNDER THE LAWS OF THE STATE OF MINNESOTA.

DATE 2017-06-30 REG. NO. 46694

SIGNATURE

ELECTRICAL ENGINEER

PREPARED BY ME OR UNDER MY DIRECT SUPERVISION

AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER

DATE 2017-06-30 REG. NO. 23427

ARCHITECT

PREPARED BY ME OR UNDER MY DIRECT SUPERVISION

AND THAT I AM A DULY LICENSED PROFESSIONAL ARCHITECT

DATE 2017-06-30 REG. NO. 18720

for MN Dept of Corrections

I. Study Overview

A. The Minnesota Department of Corrections (DOC) in Togo desires to have a study completed to review the feasibility and requirements of adding two holding cells to an existing building. The goal of this project is to analyze the existing building construction, HVAC systems, electrical system, and plumbing systems to determine what changes are necessary to add two holding cells.

1. Creation of two new wet hold cells. Each cell shall be provided with an ADA compliant comby unit, floor drain, and concrete bunk. Cells shall be constructed of fully reinforced concrete. Detention grade doors and associated hardware will be provided.

2. The existing furnace will be demolished and a new slightly larger unit will be provided.

Ventilation of the cells will be accomplished via an energy recovery unit. A separate exhaust system will be provided for chemical irritant removal.

3. The existing domestic water and sanitary sewer systems will be extended to provide service to the new fixtures within the cells.

4. The existing data equipment will be relocated. A new panelboard will be provided to provide power to the new equipment. Detention grade light fixtures will be provided in each cell.

Four new security cameras will be provided for monitoring of the spaces.

B. All costs will be in 2017 dollars and will include Construction Cost, Construction Contingency, and Design fees. Cost estimates will be escalated for future construction through 2021 utilizing MN Department of Management and Budget construction escalation factors.

1. Total project cost for the preferred option is $497,900

2. Total project cost for the reduced cost option is $331,000

II. Study Project Team

FACILITY

Department of Corrections – Togo Gino Anselmo, Superintendent Brad Sandberg, Building Maintenance Leadworker Dale Zuk, Chief of Security

AGENCY

Minnesota Dept of Corrections Jim Aleckson, Capital Resource Administrator

OWNER REPRESENTATIVE

Real Estate and Construction Services Bee Yang, Project Manager

CONSULTANT

Ericksen Ellison & Assoc Todd Peterson, PE Matthew Armstead, PE

HMA Architects Tom Peck, CSI

III. Existing Building Description

The original dormitory building was constructed in 1966. In 1999, a small addition was added to the dormitory building and part of the building was remodel. That project included:

The addition of two offices and a storage space.

Modifications to existing spaces to create staff offices, staff lounge, and a unisex restroom.

Extension of the existing electrical system for power and lighting to the added and remodeled spaces.

Extension of the existing domestic water and sanitary sewer systems to serve the new restroom.

Installation of a new commercial furnace with DX cooling and propane heating to serve the addition and remodeled spaces.

The existing storage room will be the location for the new holding cells.

IV. Proposed Building Modifications

Several preliminary design solutions were reviewed with the facility, with the preferred solution included in this study. The preferred solution includes a central hallway that provides access to two handicap accessible, single occupant holding cells, a new mechanical closet, and a new data closet. A central secure hallway is accessed from the building interior and exterior. Each holding cell will include a built-in concrete bench with integral restraint point, a comby toilet/sink plumbing fixture with accessible grab bars, and a mirror above the sink. The existing furnace will be replaced with a new furnace sized to accommodate the remodeling and existing spaces it conditions. The data closet will include the relocated data rack and a new electrical sub-panel. To coordinate with the preferred solution layout, several existing interior doors will be removed and infilled and new interior and exterior doors added.

Architectural:

Demolition: Removal of the existing mechanical/electrical room, removal of the existing 4-inch thick concrete floor slab, selective demolition of existing interior and exterior walls for new door openings, and removal of existing doors and frames for infilling. A portion of the exterior sidewalk will be removed and subgrades excavated to accommodate a new stoop.

Floors: To support the weight of the fully reinforced concrete walls, a 6-inch thick, 4,000psi concrete floor slab with welded wire reinforcing mesh will be installed on 6 inches of compacted granular fill and a 15-mil vapor retarder. A bond breaker will be installed where the slab abuts existing construction. No control joints will be provided.

Holding Cell Remodeling: Holding cell walls will be constructed of 8-inch concrete masonry units, reinforced with vertical No. 4 deformed reinforcing bars at 8 inches on center, with cores fully grouted. A cast in place concrete bench/bed will be installed on the back wall of each cell and will include a flush mounted restraint bar cast into the bench/bed. Within the holding cells, one layer of 5/8-inch impact resistant gypsum board will be installed over security mesh over the existing gypsum board ceiling. A plumbing chase will be constructed for rear access to the comby plumbing fixtures. Holding cell frames and doors will be 12 ga, CRS detention hollow metal. Doors will be internally steel stiffened and filled with mineral wool batts, with seamless, fully welded edges, and include a 4x12 window with 60-minute attack rated glazing, food pass, edge of door cuff pass, and a port for introduction of chemicals into the cells. Frames and doors will be reinforced for the intended hardware.

Frames will be fully grouted.

Door hardware: Detention door hardware to include wide jamb mounted manually keyed (mogul key) deadlatching detention locks with loop pull on pull side of the door, and full mortise security hinges with security screw fasteners. Cell door openings will include door position and latch position monitoring. Food and cuff passes will include manually keyed (mogul key) deadlatching detention grade locks and security hinges.

Holding cells will include handicap accessible, ligature resistant grab bars and polished stainless steel detention mirrors.

Other Remodeling: Walls in the rest of the remodeled area will include 20-ga galvanized metal framed construction with 5/8-inch gypsum board. In the secure hallway, new walls will include one layer of 5/8-inch impact resistant gypsum board, and existing walls will include one layer of 5/8-inch impact resistant gypsum board over existing wall surfaces. The existing gypsum board ceilings will remain in the rest of the remodeled areas.

Interior and exterior secure hallway frames and doors will be CRS commercial hollow metal (12ga frames, 14ga doors). Exterior doors will be insulated, interior doors will be steel stiffened. Exterior frames and doors will receive a galvanized coating. Secure hallway frames will be Level 3 Extra Heavy Duty. Secure hallway doors will be Level 3 Extra Heavy Duty, Model 2 (seamless). For observation of the secure hallway prior to entering, the doors will include a 4x12 inch laminated glass window. Other frames and doors will be CRS commercial hollow metal (14ga frames, 16ga doors). Frames will be Level 2 Heavy Duty. Doors will be Level 2 Heavy Duty, Model 2 (seamless).

Door hardware:

o Secure hallway exterior door hardware to include manually keyed heavy-duty mortise lever lockset with storeroom function, heavy duty ball bearing butt hinges, push-side surface mounted closer (integral stop), kickplate, threshold, weather-stripping and sweep, and rain cap.

o Secure hallway interior single door hardware to include manually keyed heavy-duty mortise lever lock with storeroom function, heavy duty ball bearing butt hinges, kickplate, wall stop.

o Secure hallway interior double door hardware to include manually keyed heavy-duty mortise lever lock with storeroom function (active leaf), automatic flush bolts (inactive leaf), coordinator, heavy duty ball bearing butt hinges, kickplate, wall stops.

o Other interior door hardware to include manually keyed heavy-duty mortise lever locks with appropriate function (storeroom, classroom, passage), heavy duty ball bearing butt hinges, surface mounted closer, kickplate, wall or overhead stop.

Finishes: All cell floor, wall, and ceiling surfaces, and the bench, will receive an integrally reinforced epoxy coating and include an integral cant-cove base. The floor in the secure hallway and the mechanical and data rooms will be sealed concrete with resilient base. The walls and ceilings in all other rooms will receive a painted finish.

Exterior modifications: A new concrete footing, masonry foundation wall, and concrete stoop slab will be constructed at the new exterior door. Adjacent sidewalks and lawn areas will be patched/restored to match.

Door Hardware Alternate: The cell doors and the secure hallway doors will include an option for remote electric lock release.

o Holding cell doors will include wide jamb mounted solenoid operated deadlatching detention locks (manual mogul key override).

o Secure hallway doors will include heavy-duty mortise locks with electric latch retraction, electric power transfer, and door position and latch monitoring.

Code compliance: The existing barracks is a single story 7,985sf building classified as a Group I-3, Condition 2 (exterior exit doors are manually locked/unlocked overnight) occupancy, and constructed to Type 5B construction. The existing building does not have a fire sprinkler system. The building currently accommodates 80 offenders in the sleeping area.

Remodeling for the holding cells is anticipated to be completed under the State of Minnesota’s Guidelines for the Rehabilitation of Existing Buildings (GREB) which will require the existing building meet the minimum requirements for area, height, and number of stories for new buildings. There appears to be a minimum 30ft of yard surrounding the building resulting in a maximum allowable building area of 8,750sf. The existing building also meets the requirements for height and number of stories of the GREB.

American Correctional Association (ACA) compliance: The holding cells are intended for temporary, short-term disciplinary confinement (less than 48-hours). ACA standards provide for holding cell of a minimum of 80 square feet, with a minimum of 35 square feet of unencumbered space. Offenders are to have access to toilet and handwashing facilities.

Access to natural light and writing surfaces are not required.

Mechanical:

In order to save space within the remodeled area, the existing furnace will be demolished and a single larger unit will be installed. The unit will be installed within the reconfigured furnace room. The existing propane piping will be modified as necessary to serve the new unit. A new flue will be extended through the roof/wall where the existing flue is located. A condensing unit will be installed on a new concrete pad exterior to the building where the current unit is located. The unit will be fully condensing propane fired with an efficiency of 97 AFUE and a capacity of approximately 120,000 BTUH. A condensate neutralization kit will be provided for flue condensate treatment. Cooling of approximately 5 tons will be provided by a DX condensing unit with an efficiency of 17 SEER. The furnace blower motor shall be ECM style capable of variable airflow operation. The equipment will be selected per the requirements of the current MN Energy and Mechanical code.

The existing supply and return air ductwork serving the current furnace will be modified to connect to the new unit. New ductwork will be installed to circulate air through the new holding cells. Maximum security perforated face grilles (Price MSPG or similar) will be used within the holding cells. Ductwork will be insulated per the requirements of the current MN Energy Code.

Due to MN Mechanical Code requirements, air provided into a wet cell cannot be returned and recirculated. It must be exhausted. Each cell requires approximately 120 cfm of airflow for heating so a total of 240 cfm must be exhausted when both cells are occupied. As the furnace cannot treat this level of outside air, an air to air energy recovery unit (Renewaire EV300 or similar) will be necessary. The energy recovery unit will be interlocked with the furnace to run whenever the furnace fan cycles. Additionally, a manual override will be added so that the unit will run continuously whenever a cell is occupied. When not operating, motorized dampers will seal the ductwork. Ductwork will be installed to pull air out of the holding cells through the unit and then discharge outside. Addition ductwork will bring fresh air from the outside into the unit and then into the return ductwork for the furnace. Maximum security perforated face grilles (Price MSPG or similar) will be used within the holding cells. In the event that the security staff needs to deploy a chemical irritant, this unit shall be deactivated first and not be run until the cells have been completely cleaned. Ductwork will be insulated per the requirements of the current MN Energy Code.

In the event that the security staff needs to deploy a chemical irritant, a new roof mounted exhaust fan will be provided to purge the cells of the contaminated air as part of clean up.

This fan will be capable of exhausting approximately 400 cfm. The exhaust fan will be switched manually to operate only when required. When not operating, a motorized damper will seal the ductwork. Ductwork will be extended to the cells separate from any other system to allow for easy cleaning. Maximum security perforated face grilles (Price MSPG or similar) will be used within the holding cells. The exhaust fan will utilize and ECM motor for energy savings and balancing. Ductwork will be insulated per the requirements of the current MN Energy Code.

A new programmable thermostat with 3 remote space temperature sensors will be installed to provide control of the new furnace. The thermostat will provide 7 days of programmable occupied/unoccupied periods. The space temperature sensors will allow the system to average the temperature from several rooms (the new cells, an office, and the staff break room) rather than simply relying on a single temperature measurement location. The space temperature sensors located in the new holding celling will be a flush mounted flat plate style secured with security screws.

All equipment will be selected to meet the requirements of the latest version of the Minnesota Mechanical and Energy codes.

Plumbing:

Each new cell will be provided with a stainless steel security rated ADA compliant comby unit (Acorn 1432 or similar). Each new cell will be provided with a 3” floor drain. The existing domestic hot and cold water systems will be extended to serve these new fixtures. Each cell will have isolation valves within the plumbing chase allowing the water to be independently isolated in each cell. A new hot & cold wall hydrant will be installed within the plumbing chase. This will facilitate wash down of the cells.

A new 4” sanitary line will extend out the north wall of the building before turning west and connecting into an existing sanitary line serving the building. This piping will serve the comby unit and floor drain in each holding cell. New sanitary vent piping will be extended up through the roof.

All fixtures will be selected to meet the requirements of the latest version of the Minnesota Plumbing code. All piping will be insulated as required by the latest version of the Minnesota Energy code.

Electrical:

The existing data equipment rack and wall mounted equipment will be relocated from the existing furnace room to a specific data closet. A new panelboard will also be provided in this room connect to the building electrical service.

Detention grade light fixtures will be provided in each cell as well as the area outside of each cell.

A GFI receptacle with detention grade coverplate will be provided in each cell, there will be a switch in the pluming chase to shut off power to the receptacle when it is not needed.

A smoke detector in tamper proof enclosure will be provide in each cell and the area outside of the cells.

Security:

A new IP camera in tamper proof housing will be provided in each cell along with the area outside of the cells, and outside the new exterior door (4 cameras total).

A detention grade intercom station will be provided in each cell to communicate with the staff station.

Doors will be manually locked with no electric monitoring or control.

VIII. Opinion of Probable Cost

The following cost estimates were created using equipment pricing from manufacturers and the RS Means 2017 pricing guidelines. Costs are setup for midpoint of construction in July 2018.

Construction (DIV 0-34) $250,900

General Conditions $37,600

OH/P $18,200

Design Contingency $25,100

Construction Contingency $30,700

Inflation to July 2018 $26,500

Construction Cost Subtotal $389,000

Design Fees $70,000

Project Contingency (10%) $38,900

Non-Construction Cost Subtotal $108,900

Project Total Cost $497,900

Based on the inflation tables published by the State of MN, inflation to the midpoint of construction for this project are:

July 2019 $574,700 July 2020 $619,500 July 2021 $665,100

IX. Reduced Cost Option

The following changes to the narrative above could be done in an effort to reduce the overall cost of the project. The selected floor plan remains as the preferred solution, but with the intent to initially construct one handicap accessible, single occupant holding cell. The second cell will be constructed at a future time. Construction of the first holding cell will include appropriate preparation for future construction of the second holding cell (eg; plumbing tees and valves for future extensions). These modifications do reduce the longevity and usability of the proposed holding cells. Only one holding cell will be completed and the materials selected are less hard wearing than those described above.

Architectural Modifications:

In lieu of a cast-in-place concrete bunk, the holding cell(s) will include a detention-grade pipe-frame bunk.

The existing concrete floor slab will remain, with selective sawcutting and demolition necessary for plumbing.

Holding cell walls will be constructed of 3-5/8-inch 18ga metal studs spaced 16 inches on center with 5/8-inch impact resistant gypsum board installed over security mesh on the studs. Holding cell frames and doors will be 12 ga, CRS commercial hollow metal. Frames will be Level 3 Extra Heavy Duty and doors will be Level 3 Extra Heavy Duty, Model 2 (seamless). Doors will be internally steel stiffened and filled with mineral wool batts, with seamless, fully welded edges, and include a 4x12 inch laminated glass window, food pass, edge of door cuff pass, and a port for introduction of chemicals into the cells.

Door hardware to include door mounted manually keyed heavy-duty Grade 1 deadlatching deadlocks with loop pull on pull side of the door, and full mortise heavy-duty ball bearing butt hinges with security screw fasteners. Food and cuff passes will include manually keyed heavy duty deadlatching deadlocks and hinges.

Holding cells will include a single, pipe frame bed from MINNCOR (no property lockers will be provided); handicap accessible, ligature resistant grab bars; and polished stainless steel detention mirrors.

Mechanical Modifications:

Only a single holding cell will be finished.

No energy recovery unit will be required.

The exhaust fan for the chemical irritant dispersal will be sized for 120 cfm and will be used for exhaust whenever the cell is occupied. The proposed furnace will be able to treat this level of outside air without the energy recovery unit.

Plumbing Modifications:

Only a single holding cell will be finished. Only one comby unit will be installed in the finished cell. Both cells will still get floor drains.

Electrical Modifications:

Reduce quantity of lights, outlets, and smoke detectors for only one cell.

Security modifications:

Reduce quantity of new cameras from 4 to 1 (in new cell only).

The following cost estimates were created using equipment pricing from manufacturers and the RS Means 2017 pricing guidelines. Costs are setup for midpoint of construction in July 2018.

Construction (DIV 0-34) $161,800

General Conditions $24,300

OH/P $11,700

Design Contingency $16,200

Construction Contingency $19,800

Inflation to July 2018 $17,100

Construction Cost Subtotal $250,900

Design Fees $55,000

Project Contingency (10%) $25,100

Non-Construction Cost Subtotal $80,100

Project Total Cost $331,000

Based on the inflation tables published by the State of MN, inflation to the midpoint of construction for this project are:

July 2019 $382,000 July 2020 $411,900 July 2021 $442,100

X. Preliminary Project Schedule

The construction schedule for a project this large and complex is critical. All of the proposed systems are designed to work together to create a fully functioning building. In addition, as the proposed systems utilize entirely new heating and cooling mediums (heating water and chilled water), once the work begins on one part of the system, very limited portions of the existing system will function.

Preliminary schedule:

RFP, selection of consultant, and contracts 3 Months Design document preparation 2 Months Bidding and award 2 Months Construction 6 Months

XI. Attachments

A. Architectural floor plans

B. Project meeting minutes are included for reference.

EXISTING

OFFICE

EXISTING

OFFICE

HALLWAY

ELECTRICAL MECHANICAL

CELL No. 1CELL No. 2

G0.03

G0.03

18' - 4"

Data Furnace

Bench with Restraint Bar

EX

EX

3'-0" x 7'-0"

3'-0" x 7'-0"3'-0" x 7'-0"

3'-0" x 7'-0"3'-0" x 7'-0"

6'-0" x 7'-0"

2'-0" x 7'-0"

EX

F.F.E.

100' - 0"

T.O. STL

112' - 0"

T.O. FTG

96' - 0"

G0.03

F.F.E.

100' - 0"

T.O. STL

112' - 0"

T.O. FTG

96' - 0"

G0.03

A R C H I T E C T S

Project No:

Project Manager:

Drawn By:

Date:

These drawings and specifications are the sole property of HMA Architects, Ltd.

any reproduction or reuse of these documents is forbidden without written permission from HMA Architects, Ltd.

Tom Peck

18720

Signature:

Printed Name:

License No.:

Date:

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision & that I am a duly Licensed Architect under the laws of the State of Minnesota

700 W. St. Germain Street Suite 200 St. Cloud, MN 56301-3507 www.hma-archs.com

T | 320.251.9155 F | 320.251.4919 hma@hma-archs.com

G0.03

Togo, MN

Project Type:

Holding Cell Study

Checker Author 06/01/17

06/01/17

SCALE: 1/4" = 1'-0"G0.03

MAIN FLOOR PLAN1

# Date Description

SCALE: 1/4" = 1'-0"G0.03

Section 12

SCALE: 1/4" = 1'-0"G0.03

Section 23

SCALE: 1/4" = 1'-0"G0.03

EXTERIOR ELEVATION - SOUTH4

SCALE: 1/4" = 1'-0"G0.03

EXTERIOR ELEVATION - WEST5

CONSULTING

ENGINEERS

ERICKSEN ELLISON

and Associates Inc. CONSTRUCTION MEETING MEMORANDUM

305 SECOND STREET NW SUITE 105 NEW BRIGHTON, MN 55112-3279 TEL 6516322300 FAX

6516322397 E-MAIL mail@eeaengineers.com

DATE: 4/27/2017 TIME: 10:00 AM

PROJECT: Holding Cell Study for MCF Togo PROJECT #: 6565.00

MEMO BY: Matt Armstead, PE CLIENT #: 78

TH

SUBJECT: Design Meeting #1

COPY OF MEMO TO: Listed below

PROJECT DIRECTORY

Present Distribute Name Organization Phone Email

X X Matt Armstead EEA 651.632.2313 marmstead@eeaengineers.com

X X Todd Peterson EEA 651.632.2320 tpeterson@eeaengineers.com

X X Tom Peck HMA 320.251.9155 t.peck@hma-archs.com

X X Bee Yang RECS 6551.201.2393 bee.yang@state.mn.us

X X Jim Aleckson DOC 651.361.7230 James.Aleckson@state.mn.us

X X Gino Anselmo MCF Togo 218.376.4001 gino.anselmo@state.mn.us

X X Brad Sandberg MCF Togo 218.376.4067 brad.sandberg@state.mn.us

X X Dale Zuk MCF Togo 218.376.4055 dale.zuk@state.mn.us

X X Heather Thomton MCF Togo 218.376.4084 heather.thomton@state.mn.us

NEW BUSINESS

Item Description Responsibility

1.0 Scope Review:

Provide a study to add two new wet holding cells to one of the existing dormitory buildings.

We will hold a project kick-off meeting at the project site.

We will survey existing conditions.

We will create 95% complete schematic design report and cost estimate.

These documents will be reviewed with the facility at a meeting at the project site.

We will create 100% schematic design report and a final cost estimate.

These will be delivered to the Owner digitally

Information

2.0 Existing Documents:

Does the facility or RECS have any existing documentation of the construction of the existing building? –EEA took original drawings and has scanned them and will return originals and digital copies at final review meeting.

Does the facility or RECS have any autocad files of the existing building that we can use for illustration purposes in the study? – None available.

Tom Peck has completed enough sketch work that this is no longer

RECS/MCF Togo mailto:marmstead@eeaengineers.com mailto:tpeterson@eeaengineers.com mailto:t.peck@hma-archs.com mailto:bee.yang@state.mn.us mailto:James.Aleckson@state.mn.us mailto:gino.anselmo@state.mn.us mailto:brad.sandberg@state.mn.us mailto:dale.zuk@state.mn.us mailto:heather.thomton@state.mn.us necessary.

3.0 Cell Design Requirements:

Do the cells require ADA compliance? – Only one ADA cell is required, but if there is space both cells should be ADA compliant.

Does the facility want combi units or separate toilets & lavs? – Facility requests combi units.

Holding cell wall construction? – New wall construction will be block walls.

Requirements for security electronics? – Cameras will be required in each cell, in the hallway outside of the cells, and at the exterior access door.

Facility specific requirements? - Holding cell doors require an opening at the bottom for tear gas. Holding cell doors require an opening for a handcuff pass/tray pass. Holding cell doors should have a 4x12 window in them. Floors and walls of cell will be epoxy coated.

Building does not have a sprinkler system.

Architecture: Tom will look at a couple of different layouts for the cells.

Window requirements will be compliant with ACA requirements. Each cell should have restraint point for cuff tie down.

Mechanical: Additional heating, cooling, and ventilation will be needed.

Furnaces will be DX climate control and propane heating. Space temp sensors shall be flat plate with security screws. Each cell requires a floor drain.

Electrical: A switched outlet will be provided in each cell. New LED security lighting will be provided.

EEA/MCF Togo

4.0 Site inspection Information

5.0 Schedule:

50% complete draft of study in 2-3 weeks. This will be reviewed via a phone conference call.

95% complete draft of study 2 weeks after that. This will be reviewed at the site.

Final study completed by 3rd week of June.

Next Meeting: TBD

This is the writer's interpretation of the items discussed, please inform EEA immediately of any discrepancies.

* * * End of Memo * * *

CONSULTING

ENGINEERS

ERICKSEN ELLISON

and Associates Inc. CONSTRUCTION MEETING MEMORANDUM

305 SECOND STREET NW SUITE 105 NEW BRIGHTON, MN 55112-3279 TEL 6516322300 FAX

6516322397 E-MAIL mail@eeaengineers.com

DATE: 06/27/2017 TIME: 11:00 AM

PROJECT: Holding Cell Study for MCF Togo PROJECT #: 6565.00

MEMO BY: Matt Armstead, PE CLIENT #: 78TH0029

SUBJECT: Design Meeting #2

COPY OF MEMO TO: Listed below

PROJECT DIRECTORY

Present Distribute Name Organization Phone Email

X Matt Armstead EEA 651.632.2313 marmstead@eeaengineers.com

X Todd Peterson EEA 651.632.2320 tpeterson@eeaengineers.com

X Tom Peck HMA 320.251.9155 t.peck@hma-archs.com

X Bee Yang RECS 6551.201.2393 bee.yang@state.mn.us

X Jim Aleckson DOC 651.361.7230 James.Aleckson@state.mn.us

X Gino Anselmo MCF Togo 218.376.4001 gino.anselmo@state.mn.us

X Brad Sandberg MCF Togo 218.376.4067 brad.sandberg@state.mn.us

X Dale Zuk MCF Togo 218.376.4055 dale.zuk@state.mn.us

X Heather Thomton MCF Togo 218.376.4084 heather.thomton@state.mn.us

NEW BUSINESS

Item Description Responsibility

1.0 Review Draft of Report:

We have limited the report to a single cell layout as discussed during the conference call.

Owner questions or comments?

5.0 Schedule:

Final study delivered electronically by June 29th.

Next Meeting: None

This is the writer's interpretation of the items discussed, please inform EEA immediately of any discrepancies.

* * * End of Memo * * * mailto:marmstead@eeaengineers.com mailto:tpeterson@eeaengineers.com mailto:t.peck@hma-archs.com mailto:bee.yang@state.mn.us mailto:James.Aleckson@state.mn.us mailto:gino.anselmo@state.mn.us mailto:brad.sandberg@state.mn.us mailto:dale.zuk@state.mn.us mailto:heather.thomton@state.mn.us