Addendum #1 16043 Phase 3.pdf

SANDERS & CZAPSKI ASSOCIATES, PLLC

ARCHITECTURE / LANDSCAPE ARCHITECTURE / HISTORIC PRESERVATION

109 South Front Street / Suite 210 / Marquette, MI 49855

Phone: 906 – 273 - 1207

Phase 3 Improvements

F.J. McLain State Park

ADDENDUM #1

April 28, 2022

Project: Phase 3 Improvements – F.J. McLain State Park Department of Natural Resources

18530 M-203 Hancock, Michigan 49930

File No: 751/16043.JBB

Agency: Department of Natural Resources

Issued by: Sanders & Czapski Associates, PLLC 109 S. Front St., Suite 210 Marquette, Michigan 49855

Date: April 28, 2022

Notice to Bidders:

This Addendum serves to clarify, revise, and supersede information in the Project Manual, Drawings, and previously issued Addenda. Portions of the Addendum affecting the Contract Documents will be incorporated into the Contract by enumeration of the Addendum in the Owner/Contractor Agreement.

The Bidder shall acknowledge receipt of this Addendum in the appropriate space on the Bid Form(s)

The date, time and location for receipt of bids is unchanged by this Addendum.

Attachments to this Addendum:

This Addendum includes the following attached Documents.

o Mandatory Pre-Bid Meeting (4/26/2022) attendance log.

o Section 02 41 43 – Well Abandonment o Well logs for existing wells located adjacent to the well house that are scheduled for plugging and abandonment.

o Sketch Ad1-1, Layout Plan Birches Cabin Plaza.

The Specifications:

A. Section 02 41 43 – Well Abandonment

1. Add: Section 02 41 43 – Well Abandonment in its entirety, included as an attachment to this addendum.

The Drawings:

A. Sheet A1 – Floor Plan Birches Cabin

Add: Venting for the new propane stove is intended to be through the existing chimney including by using a manufacturer approved masonry chimney adapter direct vent kit with flexible vent pipe up through the existing chimney to a coaxial vent cap.

Add: Napoleon Knights Bridge GDS60-1NSB, Metallic Black and blower kit and safety barrier is hereby approved as an equal to the Vermont Castings stove originally specified.

B. Sheet A2 – Birches Rustic Cabin Site Plan.

Clarify: See attached sketch Ad1-1 for clarification of sidewalk and plaza dimensions.

C. Sheet E2 – Electrical Plan Mini-Cabins (Bid Alternate #2)

Add: The outlet shown as existing on the east wall of “Oaks” cabin does not exist. Include a new outlet at this location as part of the work circuited as shown.

END OF ADDENDUM #1

MEETING ATTENDANCE RECORD

MICHIGAN DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET

FACILITIES AND BUSINESS ADMINISTRATION- DESIGN AND CONSTRUCTION DIVISION

PROJECT DESCRIPTION/LOCATION :

Phase 3 Improvements – F.J. McLain State Park, 18530 M-203, Hancock, MI 49930

DATE

April 26, 2022, 3:00 pm Virtual Mandatory Pre-Bid Meeting

INDEX NUMBER

51240

FILE NUMBER

751/16043.JBB

CONTRACT NUMBER

PSC Contract No. Y 16103

Construction Contract No. TBD

TIME

3:00 PM (ET)

MEETING PLACE

Via Zoom Meetings

NAME FIRM PHONE/CELL FAX EMAIL

Marty Hammerstrom

Keweenaw Electric

906-370-8020 martyh@kplelectric.com

Jared Rosenlund

Bay Electric Inc.

906-482-8784 jared@bayelectricinc.com

Karen Helppi

Moyle Construction

(906) 482-3000 kjhelppi@moyleusa.com

W. Paul Johnson

Walbec Group

920-843-3507 pjohnson@walbecgroup.com

Derek Wuebben

Northern Heating & Plumbing, Inc.

(906) 482-7580 derek.wuebben@gonhp.com

Randy Oja

MJO Contracting

906-482-8965 roja@mjocontracting.com

Courtney Gary

MKC Group, INC

989-439-1767 courtney@mkcmi.com

Jennifer Miller

Blue Restoration LLC (989) 615-4682 bluerestorationllc@yahoo.com mailto:martyh@kplelectric.com mailto:jared@bayelectricinc.com mailto:kjhelppi@moyleusa.com mailto:pjohnson@walbecgroup.com mailto:derek.wuebben@gonhp.com mailto:roja@mjocontracting.com mailto:courtney@mkcmi.com mailto:bluerestorationllc@yahoo.com

FILE NUMBER

751/16043.JBB

CONTRACT NUMBER

PSC Contract No. Y 16103

Construction Contract No. TBD

NAME FIRM PHONE/CELL FAX EMAIL

Todd Anderson

Erico Electric Inc

(906) 483-4906 todd@ericoelectric.com

Jed Wuebben

Wuebben Construction

906-370-7872 jed@wuebbenconstruction.com

Jeremy Coponen

John Coponen Construction 906-370-4942

Coponenconcrete@gmail.com

Jeff Barsch Michigan Dept. of Technology Management & Budget

906-251-0727 BarschJ@michigan.gov

Danielle Foertsch

Michigan Dept. of Technology

Management & Budget 517-331-5369 FoertschD@michigan.gov

Louise Hunt Michigan Dept. of Natural Resources

906-482-2627 HuntL4@michigan.gov

John Codere Michigan Dept. of Natural Resources

(906) 482-0278

CODEREJ@michigan.gov

Eric Cadeau Michigan Dept. of Natural Resources

906-241-8318 CadeauE@michigan.gov mailto:todd@ericoelectric.com mailto:jed@wuebbenconstruction.com mailto:Coponenconcrete@gmail.com mailto:BarschJ@michigan.gov mailto:FoertschD@michigan.gov mailto:HuntL4@michigan.gov mailto:CODEREJ@michigan.gov mailto:CadeauE@michigan.gov

FILE NUMBER

751/16043.JBB

CONTRACT NUMBER

PSC Contract No. Y 16103

Construction Contract No. TBD

FIRM PHONE/CELL FAX EMAIL

Doug Rich Sanders & Czapski Associates

(PSC)

906-201-4961 RichD@michigan.gov

Karisa Roell Coleman Engineering Co. (PSC) 906.774.3440 kroell@coleman-engineering.com

Bill Sanders Sanders & Czapski Associates

(PSC)

906-273-1207 Bill@Sanders-Czapski.com mailto:RichD@michigan.gov mailto:kroell@coleman-engineering.com mailto:Bill@Sanders-Czapski.com

Phase 3 Improvements - F.J. McLain State Park File No. 751/16043.JBB Index No. 51240

Addendum #1 – April 28, 2022

WELL ABANDONMENT 02 41 43 - 1

SECTION 02 41 43

WELL ABANDONMENT

PART 1 - GENERAL

1.1 DESCRIPTION

A. This section includes all labor and material necessary to remove existing well equipment and sealing of the well watertight in accordance with these specifications and the requirements of the local county health department and Part 127, Act 368 P.A. 1978 and administrative rules, Michigan Water

Well Construction and Pump Installation Code.

B. The Work includes excavating, removing of well system components such as pumps, drop pipe and centralizers, packer jets, check valves, screens and fittings; plugging the well casing, cutting and capping casing; backfilling; and site restoration.

1.2 SUBMITTALS

A. Product Data: Submit product data on material used to plug well.

B. Well Abandonment Form: Upon completion of The Work, submit a copy of the well abandonment form completed for the local county health department. If not required by the local county health department, submit the following information:

1. Plugging method used.

2. Quantities of plugging material used.

3. Description of unusual conditions encountered during plugging, such as excessive volume of grout materials, leakage of exterior casing, etc.

4. Statement that casing was pulled or left in place.

1.3 QUALITY ASSURANCE

A. Well plugging shall be performed by a well drilling contractor registered in the State of Michigan, who shall comply with all applicable rules, regulations and guidelines published by the State of

Michigan, Department of Environmental Quality and local county health departments for well abandonment.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Plugging Materials: Plugging material shall conform to one of the following types:

1. Neat cement slurry – a mixture of one bag (94 pounds) of Type 1 Portland cement to not more than six gallons of clean water. Two to four pounds of CaCl per bag can be added as an accelerator.

2. Concrete slurry – a mixture of one bag (94 pounds) of Type1 Portland cement to an equal amount of dry sand to not more than six gallons of clean water.

Phase 3 Improvements - F.J. McLain State Park File No. 751/16043.JBB Index No. 51240

WELL ABANDONMENT 02 41 43 - 2

3. Granular bentonite/polymer slurry – a mixture of course-ground (8-20 mesh) granular sodium bentonite and slurry composed of a non-toxic, non-fermenting liquid polymer and clean water.

The grout shall be prepared with the following proportions: 1 quart EZ-Mud per 100 gallons of water, or 0.2 pounds of Quick Gel per pound of water, to which Benseal is added at 1.5 pounds per gallon of slurry; or 3.5 pounds of Volclay UHS and 2.1 pounds of Volclay per gallon of water.

4. Coarse grade, bentonite – crushed high swelling sodium bentonite: the minimum particle size shall be ¼ inch in diameter.

B. Other plugging material shall be as approved by the Michigan Department of Environmental Quality prior to use.

PART 3 - EXECUTION

3.1 GENERAL

A. Unless otherwise specified, abandonment of the existing well shall take place after construction of the replacement water supply system to minimize Owner disruption.

B. Prior to plugging the well, make appropriate measurements to verify the well depth.

C. Maintain a complete and accurately written record of the plugging operation. The information to be recorded shall include the type of plugging material used, volume of material used, and method of placing the plugging material into the well. Such written record shall be available for inspection on site at the request of the PSC. Submit the completed well plugging report to the PSC. Payment to the Contractor shall be withheld by the Owner until the plugging report has been submitted and approved by the PSC.

D. Obtain water necessary for preparing the slurries and convey it in a clean, sanitary container.

E. Remove all materials from the well which may hinder its proper abandonment. This shall include pumping equipment, drop pipe, and packer jets. Removal of bremer check valves is not required.

F. Remove casing and screen.

G. Follow guidelines of Act 399, P.A. 1976 for abandoning flowing wells, wells containing gasses and wells in rock formations.

3.2 PLUGGING PROCEDURES

A. Slurry Mixture and Pumping: To avoid segregation or dilution of the sealing materials, place neat cement slurry, concrete slurry, or granular bentonite/polymer slurry into the well by pumping down a

1 inch I.D. minimum tremie pipe which has been placed with the discharge end at the bottom of the well. Use steel tremie for abrasive slurries. Determine the amount of slurry required to plug the well and apply slurry in one continuous operation until well is filled. Slowly raise the tremie pipe while the slurry is applied, keeping the end of the tremie pipe submerged in the slurry are all times.

Equipment used for pumping cement or bentonite slurries shall be of the diaphragm, piston or helical type. The volume of the slurry mixing tank shall be greater than the volume of the slurry required to plug the well in enable single-batch mixing of the slurry.

Phase 3 Improvements - F.J. McLain State Park File No. 751/16043.JBB Index No. 51240

WELL ABANDONMENT 02 41 43 - 3

B. Cement Slurries: Prepare neat cement or concrete slurries by adding cement or sand-and-cement to the calculated required volume of clean water. Recirculate the mixture through the pumping equipment until it is adequately mixed and free of lumps, then immediately pump into the well before initial set of the cement occurs.

C. Bentonite/Polymer Slurry: Mix granular bentonite/polymer slurry by adding the liquid polymer to clean water and circulate the mixture through the pump and back into the mixing tank. After adding enough polymer for proper proportion, stop the circulation pump. Spread granular bentonite evenly over the surface of the mixing tank while a paddle-type mixer, shovel, or hoe is used to mix the bentonite. Continue mixing until the slurry is free of lumps. Immediately pump the slurry through the tremie pipe into the well before the bentonite granules are extended.

D. Coarse Grade of Pelletized Bentonite: Slowly pour coarse grand of pelletized bentonite into the top of the well to avoid bridging of material in the casing of borehole. Place pellets of coarse bentonite into the well either by the handful or by scoop with a volume no larger than one cup, or by pouring at an even rate not to exceed five (5) minutes per fifty (50) pounds of material. Fine bentonite particles which accumulate in the bottom of the shipping container shall not be used. Place a work pipe or weighted drop string in the well and measure the height of the accumulated plugging material after each fifty (50) pounds of bentonite is placed in the well. If the measurement indicates that bridging of the plugging material has occurred, run a work pipe, drillrods, or other weighted device into the casing to break the bridge, and continue plugging operation until the bentonite appears at the surface.

Finally, place water into the casing to promote the expansion of the bentonite above the static water level.

3.3 CASING REMOVAL

A. Remove casing by applying a lifting force to the casing with the drilling rig, jacks, jarring head, or trip casing spear or a combination of the above methods. In overburden, remove the plugging material by applying a similar lifting force to the casing. In overburden, place the plugging material into the well after the screen is removed and prior to the removal of the casing so that the plugging material is in contact with the formation as the casing is being pulled. After 48 hours, return to the plugged hole and refill depression caused by settling grout material.

3.4 RESTORATION AND CLEANUP

A. Site Restoration: Restore the site to a condition that reasonably approaches the original condition of the property prior to the start of The Work. After pits are backfilled, grade the disturbed area to pre-existing ground contours. Provide topsoil, seed and mulch as necessary, to restore damaged areas to their original condition. See Section 32 92 00, Turf and Grasses.

B. Site Cleanup: Upon completion of The Work, remove from the premises all materials, debris, tools and machinery, plugging material, grease, or other materials which have accumulated on structures around the premises.

END OF SECTION 02 41 43

Water Well And Pump Record Completion is required under authority of Part 127 Act 368 PA 1978.

Failure to comply is a misdemeanor.Import ID:

Tax No: Permit No: County: Houghton Township: Hancock

Well ID: 31000000372 Elevation: 604 ft.

Latitude: 47.2393

Longitude: -88.60129

Method of Collection: GPS Std Positioning Svc SA Off

Source ID/Well No:

WSSN:

2005931

Section:

Well Status:

Active

Town/Range:

56N 34W

Distance and Direction from Road Intersection:

WELL 2 - EAST

Well Owner: MCLAIN STATE PARK Well Address:

HANCOCK, MI 49913

Owner Address:

HANCOCK, MI 49913

(Continued on page 2) This well was drilled under my supervision and this report is true to the best of my knowledge and belief.

Signature of Registered Contractor Date

Drilling Method: Cable Tool Well Depth: 55.00 ft. Well Use: Type II public Well Type: Unknown Date Completed: 8/11/1965

Pump Installed: Yes Pump Installation Only: Yes Pump Installation Date: 4/24/2014 HP: 1.50 Manufacturer: Grundfos Pump Type: Submersible Model Number: GR025515-9 Pump Capacity: 25 GPM Drop Pipe Length: 36.00 ft.

Drilling Record ID:Drop Pipe Diameter: 2.00 in.

Pump Voltage: 230

Draw Down Seal Used: No Pressure Tank Installed: Yes Pressure Tank Type: Diaphragm/bladder Manufacturer: Wellflo Model Number: WX-350 3 tanks Pressure Relief Valve Installed: Yes

Tank Capacity: 119.0 Gallons

Casing Joint: Unknown

Diameter: 6.00 in. to 45.00 ft. depth

Borehole:

Casing Type: Steel - black Height:

Casing Fitting: None

SAND MED. [5] [12] [5] SAND MED. [5] [12] [10] SAND MEDIUM TO

COARSE. [10] [12] [20] SAND FINE TO MEDIUM. [5] [11] [25] SAND FINE. [5]

[11] [30] SAND SILTY. [5] [16] [35] SAND SILTY. [5] [16] [40] SAND SILTY. [5]

[16] [45] GRAVEL FINE TO COARSE. [5] [21] [50] SAND SILTY. [5] [16]

Geology Remarks: (Continued On Page 2)

Formation Description Thickness Depth to Bottom

Sand Medium 5.00 5.00 Sand Medium 5.00 10.00 Sand Medium To Coarse 10.00 20.00 Sand Fine To Medium 5.00 25.00 Sand Fine 5.00 30.00 Sand Silty 5.00 35.00 Sand Silty 5.00 40.00 Sand Silty 5.00 45.00 Gravel Fine To Coarse 5.00 50.00 Sand Silty 5.00 55.00

Static Water Level: 11.00 ft. Below Grade Well Yield Test:

Pumping level 33.00 ft. after 8.00 hrs. at 60 GPM

Yield Test Method: Unknown

Well Grouted: Yes Grouting Material Unknown

Bags Additives Depth

0.00 0.00 ft. to 0.10 ft.None

Grouting Method: Unknown

Wellhead Completion: Pitless adapter, 12 inches above grade

Screen Installed: Yes

Slot 20.00

Set Between

45.00 ft. and 55.00 ft.10.00 ft.

Length

Filter Packed: No Blank: 0.00 ft. AboveScreen Diameter: 6.00 in.

Screen Material Type: Unknown Screen Installation Type: Unknown

Fittings: Neoprene packer

Drilling Machine Operator Name: A.E. SLAUGHTER Employment: Unknown Pump Installer: CURT LARSON 07-2521Type

Other

Nearest Source of Possible Contamination:

Distance 75 ft.

Direction North

Abandoned Well Plugged: No

Reason Not Plugged: Unknown

EQP-2017 (4/2010) LHD 2/20/2001 8:39 PMPage 1 of 2

Other Remarks: Contamination Source 1:Type Unknown General Remarks:

Tax No: Permit No: County: Houghton Township: Hancock

Well ID: 31000000372 Elevation: 604 ft.

Latitude: 47.2393

Longitude: -88.60129

Method of Collection: GPS Std Positioning Svc SA Off

Source ID/Well No:

WSSN:

2005931

Section:

Well Status:

Active

Town/Range:

56N 34W

Distance and Direction from Road Intersection:

WELL 2 - EAST

Well Owner: MCLAIN STATE PARK Well Address:

HANCOCK, MI 49913

Owner Address:

HANCOCK, MI 49913

LHD 2/20/2001 8:39 PM

[55]

GEOLOGY REMARKS:

Water Well Contractor's Certification This well was drilled under my supervision and this report is true to the best of my knowledge and belief.

Signature of Registered Contractor Date

Contractor Type: Unknown

Business Address:

Reg No:

Business Name:

Formation Description Thickness Depth to Bottom

(Continued from Page 1)

Water Well And Pump Record Completion is required under authority of Part 127 Act 368 PA 1978.

Failure to comply is a misdemeanor.

Import ID:

EQP-2017 (4/2010) Page 2 of 2

Water Well And Pump Record Completion is required under authority of Part 127 Act 368 PA 1978.

Failure to comply is a misdemeanor.Import ID:

Tax No: Permit No: County: Houghton Township: Hancock

Well ID: 31000000373 Elevation: 604 ft.

Latitude: 47.2394

Longitude: -88.60178

Method of Collection: GPS Std Positioning Svc SA Off

Source ID/Well No:

WSSN:

2005931

Section:

Well Status:

Active

Town/Range:

56N 34W

Distance and Direction from Road Intersection:

WELL 3 - EAST

Well Owner: MCLAIN STATE PARK Well Address:

HANCOCK, MI 49930

Owner Address:

HANCOCK, MI 49930

Contractor Type: Unknown

Business Address:

Reg No: 31-1722 Business Name:

Water Well Contractor's Certification This well was drilled under my supervision and this report is true to the best of my knowledge and belief.

Signature of Registered Contractor Date

Drilling Method: Cable Tool Well Depth: 54.00 ft. Well Use: Type II public Well Type: New Date Completed: 10/4/1990

Pump Installed: Yes Pump Installation Only: Yes Pump Installation Date: 4/24/2014 HP: 3.00 Manufacturer: Grundfos Pump Type: Submersible Model Number: GRU40S30-9 Pump Capacity: 40 GPM Drop Pipe Length: 34.00 ft.

Drilling Record ID:Drop Pipe Diameter: 2.00 in.

Pump Voltage: 230

Draw Down Seal Used: No Pressure Tank Installed: Yes Pressure Tank Type: Diaphragm/bladder Manufacturer: Well-X-Trol Model Number: WX-305 3 tanks Pressure Relief Valve Installed: Yes

Tank Capacity: 119.0 Gallons

Casing Joint: Welded

Diameter: 6.00 in. to 42.50 ft. depth

Borehole:

Casing Type: Steel - black Height: 1.50 ft. above grade

Casing Fitting: Drive shoe

SAND. [5] [34] [5] SAND. [5] [10] [10] SAND AND PEBBLES. [5] [10] [15]

SAND AND GRAVEL. [2] [19] [17] SAND GRAVEL CLAY. [6] [19] [23] SAND

AND GRAVEL. [31] [19] [54] FINE SAND. [2] [11] [56]

Geology Remarks:

Formation Description Thickness Depth to Bottom

Sand 5.00 5.00 Sand 5.00 10.00 Sand & Gravel 5.00 15.00 Sand & Gravel 2.00 17.00 Sand Gravel Clay 6.00 23.00 Sand & Gravel 31.00 54.00 Sand Fine 2.00 56.00

Static Water Level: 11.00 ft. Below Grade Well Yield Test:

Pumping level 35.00 ft. after 4.00 hrs. at 33 GPM

Yield Test Method: Unknown

Well Grouted: Yes Grouting Material Bentonite slurry

Bags Additives Depth

0.00 0.00 ft. to 0.10 ft.None

Grouting Method: Unknown

Wellhead Completion: Pitless adapter, 12 inches above grade

Screen Installed: Yes

Slot 12.00

Set Between

42.50 ft. and 54.00 ft.13.00 ft.

Length

Filter Packed: No Blank: 0.00 ft. AboveScreen Diameter: 6.00 in.

Screen Material Type: Unknown Screen Installation Type: Unknown

Fittings: Neoprene packer

Drilling Machine Operator Name: GEORGE KERANEN Employment: Unknown Pump Installer: CURT LARSON 07-2521Type

Septic tank

Nearest Source of Possible Contamination:

Distance 110 ft.

Direction South

EQP-2017 (4/2010) LHD 2/20/2001 8:39 PMPage 1 of 1

Other Remarks:

General Remarks:

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FROM SHEET A2 OF THE DRAWINGS