Appleton Addendum 1.pdf

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January 26, 2023

CITY OF APPLETON

Valley Transit Facility Renovation

ADDENDUM #1

BIDS DUE: WEDNESDAY, February 1, 2023 AT 1:45 For this solicitation, bids will ONLY be received and accepted via the online electronic bid service through QuestCDN.com. Quest will charge a $30.00 fee for this service. Download the bid documents and click the online bidding button at the top of the advertisement to access the electronic bid qualifications and bid worksheet. Bids must be entered and submitted by 1:45 p.m. (C.S.T) February 1, 2023. Bids will be read at 2:00 p.m.

at City Center Building, Sixth Floor, 100 N Appleton Street, Appleton, WI 54911.

This Addendum is issued to modify, explain or correct the original Drawings and Specifications as noted below, and is hereby made a part of the Contract documents. Please attach this Addendum to the Specifications in your possession. Acknowledge receipt of this Addendum in the space provided on the Bid Form. Failure to do so may subject Bidder to disqualification.

This Addendum consists of (8) written pages and (35) Attachments (5) Sign in sheet

GENERAL NOTES

1. Contractors need to make sure they get proof of responsibility turned in to the city. This is required only for the general contractors

2. Per pre-bid the project superintendent must have a minimum of 10 years experience of similar type projects. The project superintendent is required to be present at the site when any work activities being done.

3. Geothermal Sheets G001, G100, G101 and G102 are 30 x 42 size.

4. All hazardous material abatement will be by owner disregard reference for this work to be within the general contractors bid. The general contractor will assume any downtime that’s required for abatement within their bid.

5. The new south parking lot will be part of the phase 1 construction. As noted at the pre bid the project scope consist of a 2-phase project per the phasing plan.

6. As noted in the advertisement for bids, bids are to be submitted electronically and will be read aloud shortly after 2 PM February 1.

7. The wash bay steel column replacement per detail 17/S500 should indicate 8 foot AFF not 4 foot. The entire column(s) to be sandblasted and repainted.

8. Temporary office will be required to be part of this project. The offices will be constructed at the down town transfer hub 100 E Washington Ave. See attached sheet for scope of work.

9. New W12x22, approximately 21'-8" in length, needed above room Drivers 144. Beam is needed to reinforce the existing roof structure. New beam to span between grid lines 8 and 9, located 5'-9" north of grid line H, adjacent to existing roof joist."

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10. Alternates:

Alternate I – Paratransit – Work scope starts on sheet A208 Alternate 2 - Cooling Shop – Work scope starts on sheet M105 Alternate 3 - Geothermal office – Work scope starts on sheet M106 Alternate 4 - Geothermal shop – Work scope starts on sheet M106 Alternate 5 - Roofing of existing - due to solar – Work scope starts on sheet A203 Alternate 6 - Increase roof insulation R value – Work scope starts on sheet A203 Alternate 7 - Security (Faith) – Work scope starts on sheet IT202/27 00 00 Alternate 8 - HVAC Controls (ECD) – Plans and Specifications.

Alternate 9 - Cameras (Lappen) – Work scope starts on sheet IT202/27 00 00 Alternate 10- Office Furniture/appliances – A206.1 and A206.2 and Specifications.

APPROVED MANUFACTURERS

All the following Acceptable Manufacturer's products below must meet or exceed written specifications:

1. SECTION – 07 53 00 – Single Ply Elastomeric Sheet Roofing ─ Mule Hide - Not approved does meet or exceed written specifications

2. SECTION – 08 41 13 - Storefront and Entrance Door

─ YKK AP America

3. SECTION – 23 82 39 - Propeller unit heater ─ VE Systems - Not approved.

4. SECTION – 07 60 00 - Metal Composite Material Wall Panel System

─ Castle Metal Products RS-200 MCM Wall Panel System ─ Muza - MZ-1000

5. SECTION – 07 27 26 – Fluid-Applied Membrane Air Barriers, Vapor Permeable

─ W.R. MEADOWS - AIR-SHIELD™ LMP

QUESTIONS AND ANSWERS

1. Missing Section 08 36 44 Industrial Specialty Screen Door - The Bug Blocker is on the table of Content confirm it is missing, or error on the Table of Content.

a. The Bug Blocker specification is not needed on the project and should be disregarded.

2. Is there a bus wash in this phase or future phases?

a. No, bus wash in this phase of the project – it will be a future phase.

3. Page S202 shows light gauge steel trusses for the office and mezzanine framing. Some details, 2/A408 & 2/A407 for example, show these to be steel bar joist. Both 052100 Steel Joists and 054400 Pre-Fabricated Light Gauge Steel Trusses are listed in the specifications. Please confirm what material these are to be?

a. The office roof framing is light gauge steel trusses, Section 05 44 00. In some of the wall sections, we incorrectly label the framing members as bar joists.

4. Please confirm if material testing is to be by the contractor. Specification section 42000 1.1 D states the hiring of the testing agency is by owner?

a. As noted above all material testing will be the responsibility of the general contractor.

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5. Detail 1/A701 states the vending/ice machine and fridges are by GC. Drawing A204 marks these as specification 108000.08 but no pertinent information is provided in this specification. Please confirm these items are to be provided by the GC and the specification?

a. The ice machine and refrigerators as noted below;

Ice Machine (1) Required

• Manitowoc Ice Model # IDT0500A/D570 (520 lbs)

• Scotsman Model # C0530MA-1/B503P

Refrigerators (2) Required

• LG Model # LRSXS2706V (Stainless Steel – 27.2 Cu. Ft.)

• SAMSUNG Model # RS27T5201SR (Stainless Steel –

27.4 Cu. Ft.)

6. I’m working with some electrical distributors up north on this project. Are fixture alternates subject to approval by chance? We represent the Cooper line here at Mlazgar, and would like to cross the fixtures we don’t represent to complete a package. Fixtures would meet aesthetic and performance if allowed. Just wanted to check with you or whom completed this project. Thank you in advance for your time and consideration.

a. The 2 x 2 office fixtures need to stay as specified other fitures may be substituted as long as they meet or exceed the specified fiture. -Alternate fixtures will need to go through the approval process to confirm they are equal, but Cooper is an approved manufacturer.

7. After looking over the detail drawings for this project I see that it says there was a thermal conductivity test completed in 2021 for this site. If I could get the report and other information from that test that would help a lot with my bid?

a. See attached Geothermal Resource report.

8. Allowance shows up several spots throughout the specifications and references

$125,000 at a couple of locations. I assume the $250,000 referenced on the bid form is correct. See the attached PDF, please clarify?

a. Allowance is $250,000 as referenced on the bid form.

9. Should specification section 40 05 97 Piping and Equipment Identification page 5 be in the bid documents twice?

a. No, page 5 should only follow page 4 disregard page 5 before page 1.

10. After looking at this I see that this test bore was at the Appleton Airport. We would require a test bore at this specific project location before I can provide an accurate price. Also, I would assume the geothermal field was designed based on the conductivity and diffusivity of the test bore at the airport which could be drastically different than a test bore at the Valley Transit site. Please let me know how you would like to proceed, and I can provide a price for the test bore. The test bore would be reused as part of the final geo field.?

a. The reason there is no test bore is the small nature of this project. The project used a very conservative TC and Diffusivity value so the sizing of the field will be good. Contractor to bid and install per specifications and drawings.

11. Can Modernfold be used as a basis of our bid, it meets the basis of design intent.?

a. Yes Modernfold can be used as the basis of design and for bidding for the folding partition.

Disregard reference to Hufcor.

12. The operable partition: Regarding pocket size and moving the beam and track up so the track is flush with the ceiling. Is this acceptable?

a. It is acceptable to move the beam and track flush with the ceiling for ease of installation.

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13. The operable partition: Standard vinyl and trim/hinge color cards. Your spec has both vinyl and carpet listed from another project. The new spec only has vinyl as that would be the normal material used for a room like this.?

a. The partition should be vinyl selected from standard colors.

14. The operable partition: The items that need to be addressed in the addenda are the pocket width, finishes, the new spec and moving the beam higher with the track at ceiling level?

a. The pocket door width should be based on the standard unit that meets the floor plan requirements and installed per shop drawings.

15. What is the insulation depth behind the composite panels. Details say both 1-1/2” and 2”. Is it 1-1/2” or 2”?

a. Both are needed; 1-1/2” rigid insulation is required at 8” metal stud walls, and 2” rigid insulation is required at 6” metal stud walls.

16. What is the insulation depth behind the corrugated panels. Details say both 3” and 4”.

Is it 3” or 4”?

a. 4” rigid insulation required at new mechanical room 207.

17. Do you have 7/8” hat under the soffit panels. Details say both 7/8” hat and direct to the stud framing. Do you need additional framing or not?

a. Soffit panels to be oriented as indicated in the reflected ceiling plan. Soffit panels may be installed directly to stud framing. 7/8” hat channels required where stud framing runs parallel to soffit panels.

18. Existing Corrugated panels are embossed and you have smooth in the specification.

Are the panels Smooth or Embossed?

a. Smooth panels should be used on the addition.

19. You drew your route and return system like an Insulated panel. This is just a composite rainscreen system correct?

a. Yes, wall assembly to be route and return metal panels (basis of design: CEI Materials

W5000) over rigid insulation.

20. Soffit panels to be McElroy Marquee-Lok Panel, but specification defines panels as .032 Aluminum. Mcelroy doesn’t make aluminum panels.?

a. Metal panels can be used in lieu of aluminum.

21. Is it acceptable for the metal panel and soffit to be Steel instead of Aluminum?

a. Yes, the metal panel and soffit should be steel.

22. Why did you call out your framing spans for the corrugated panels at 16” o.c. Zee furring per the load tables can span 48”. Can I space zee framing at 48” behind the corrugated panels?

a. If the metal panel system allows 48 inches then it can be moved to 48 inches on center.

23. Why do you have Insulation shown on sheet A404 detail 1 behind the composite? The canopy is not part of the building envelope and therefor does not need insulation, correct?

a. Outside the building envelope the insulation can be removed.

24. Will a mockup be necessary? This is a straightforward install with no custom or odd details.

a. No on-site mockups required, just shop drawings of the materials and profile.

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25. The spec section 31 66 00 Special Foundations references rammed aggregate piers or stone columns, but I don’t see any reference to these deep foundations on the plans.

Please clarify?

a. Not required disregard reference.

26. The spec section 33 16 20 Rainwater Harvesting calls for a turnkey rainwater collection system by Watertronics, but again, I don’t see any reference to this system on the plans. Please clarify?

a. Not required on this project disregard reference.

27. Plumber is shown to provide 2 hand dryers. Nothing is shown on electrical for hookup of these hand dryers. Please clarify?

a. Electrical contractor to provide a circuit for each hand dryer to the nearest panel.

28. Note on E200: "Typ Exterior outlets on relays line voltage to low voltage - on/off". What is the intent of this note? No other mention of relays or control found on plan or specifications. Please clarify what is required.?

a. The project does not have a sheet E200?

29. Just looking for a clarification on bid eligibility for sub-contractors on the Valley

Transit project. Was the pre-bid meeting mandatory for all sub-contractors?

a. The pre-bid was only mandatory for the General Contractors and not the subcontractors..

30. In the Federal Clauses section of the spec it mentions a Buy American Certificate needing to be sent in with the bid. In the Bid Submission part of the spec it does not refer to that form being needed. Can some clarify what is needed or not needed?

a. Form is part of section 00 61 00.

31. I am contacting you this morning regarding a project you are listed as the Engineer on.

The project is Valley Transit in Appleton Wisconsin, the reason for this email is I am wondering if you would be willing to share the takeoff quantities with me on the sitework?

a. Material takeoffs are not available for this project and I have the responsibility of the building contractor to do all material take off.

32. On page DM101 near the top, the controls air compressor and all associated pneumatic pipe is to be demolished. During the walkthrough we captured photos of some pneumatic damper actuators located in the main bus garage storage area. This area is outside the scope of work for this project.

1. Has it been confirmed if the compressor is demolished these actuators will remain operable?

a. Actuators to be replaced to allow louvers to remain operable.

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2. Will these damper actuators need to be included within this scope?

a. Yes, include actuators in scope. Contractor to replace existing pneumatic actuators in kind with electric actuators. Connect actuators complete, rework existing controls to allow louvers to open with exhaust fans as existing.

33. Can you please provide an elevation for the interior pads? Also what is the slab elevation?

a. Wall interior pad footings down at -4'-0" top of footing, with piers up to -0'-8". FFE is

802.73 per civil drawings.

34. There is a spec for resinous flooring for this project, but there is nothing in the finish legends and no alternates address this Please clarify

a. 09 65 00 - Resinous Flooring Specification is not needed, disregard section and all reference.

35. The project is Valley Transit in Appleton Wisconsin, the reason for this email is I am wondering if you would be willing to share the takeoff quantities with me on the sitework. Any information that could be made available as far as the Soils for the Biofilters will beneficial also?

a. Takeoff quantities for the site is the bidding contractor’s responsibility.

The soils report is part of the specification. The Biofilters soil requirements see attached specifications on page 3 of the attached WDNR Technical Standard, Paragraph 6d. the on-site material would need to be improved.

36. I am inquiring about the security and cameras for Valley Transit. Are we to provide a bid for Alternates 7 and 9? I called Matt at Lappen Security (Alternate 9) and they submitted their bids for the cameras direct to the City on 1/13 to a Steve Schrage. He doesn’t plan to give his bids out to anyone else. I left a message for Faith listed on alternate 7 for the security asking for their bid but I haven’t heard back yet. Please advise?

a. Yes these items need to be part of the bid, the city has made contact to inform the suppliers.

37. We are trying to figure out what is carrying the tube steel lintel? Specifically look at detail 3/A501?

a. That tube steel lintel was included for use by light gauge steel contractor / designer to use in their design of the system. This is typically used as a header lintel.

38. Can you please provide an elevation for the interior pads? Also what is the slab elevation?

a. All interior pad footings are at -4'-0" top of footing, with piers up to -0'-8". This is to achieve the required soil bearing per the soils report.

39. Specification 23 09 93 – 9 (1.15) Sequence of Operations, Terminal VAV Units (B) Controls devices for each unit (6) Interlock with room occupancy sensor. The model of the occupancy sensors provided and installed by the EC are not equipped with an auxiliary relay contact point.

─ Is the design intent for the temperature controls contractor to install addition occupancy sensors/relays in each room to gain this control point?

a. Occupancy sensors are not required for Terminal VAV Units.

40. Page M201 Hydronic Heating Panel Schedule lists LRP-1, and LRP-2.

─ Is LRP-2 part of the current scope of work? It is not shown anywhere other than the schedule.

─ If yes, please specify the location for LRP-2.?

a. LRP-2 was removed from the scope of work.

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41. Page M202 BAS Control Diagram and Notes- Under the Air-Cooled Chiller, displayed are wired points chilled water supply and return temperature. Also shown here is a “supply flow sensor”. This flow sensor is not described in the sequence of operation.

─ Is this sensor intended to be a switch, differential pressure, or GPM type?

─ What sensor characteristics will meet the design intent of this flow sensor?

a. A flow switch is acceptable for this sensor.

42. Same as above # 3 -Page M203 BAS Control Diagram and Notes- Under the WF-1 Factory Integral Water-Cooled Geo Chiller Boiler Controller. Also shown here is a “supply flow sensor”. This flow sensor is not described in the sequence of operation.

─ Is this sensor intended to be a switch, differential pressure, or GPM type?

─ What sensor characteristics will meet the design intent of this flow sensor?

a. A flow switch is acceptable for this sensor.

43. Page G102 Geothermal Control Diagrams. Geothermal Loop Input/output Summary Table lists Geo Loop Flow Rate and Building Loop Flow Rate as analog inputs with notes to include BTU totalization.

─ Please specify approved BTU meter for this application?

a. Should be sent to Silas O’Brian

44. Page M200 Special Unit Heaters lists WOUH-5.

─ Please specify location of WOUH-5.

a. WOUH-5 was removed from the scope of work.

45. Page M200 Exhaust Fan Schedule lists EF-2.

─ Please specify location of EF-2?

a. EF-2 was removed from the scope of work.

46. Specification 23 09 93 – 4 (1.16) Sequence of Operations AH-3.

─ Please specify location of AH-3 Unit.

a. AH-3 was removed from the scope of work.

47. Specification 23 09 93 – 3 (1.5) Sequence of Operations AH-2. Stats Air Handler 2 to be with Alternate 4, but on page M107 (2) has AU-2 included in Alternate 2.

─ What Alternate is AH-2 intended to be part of?

a. AH-2 is part of alternate A2.

48. Need clarification that the utility gas and electric service fee from the utility company will be paid for by the owner?

a. Correct the gas and electric service utility fees will be paid by the owner. All coordination required for the service installation will be the responsibility of the general contractor and their subcontractors.

49. Room schedule a 602 has numbers that are not on the drying sheets.

a. All rooms listed on the phasing plan A201.1 and A202 mezzanine sheets should be finished per the schedules.

50. In the vehicle repair bay where do we start and stop at the finish painting?

a. The new ceiling painting in the repair bay will be just over the mezzanine areas. No paint work in the 2 story space.

51. Who is responsible for doing the roof demo?

a. The roofing contractor is responsible for all roof demo.

52. Who is required to do concrete floor screening for any in floor electrical?

a. The electrical contractors is required to do all required floor screening and is in charge of means and methods of their work.

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53. Can you clarify if all exposed piping needs to be color coated painted?

a. Yes, all new gas, water, storm, sanitary, fire, hvac piping to be painted a separate color and labeled.

54. Are there any ARM trees (‘Armstrong’ Red Maple) in the project? They are indicated in the Landscape Schedule but can’t find them in the plan. Also, what is the scale of the Landscape Plan?

a. There are no ARM trees being used in the project. Disregard this note. In relation to the scale, the scale of the Landscape Plan in A103 of the bid set was 3/64” = 1’-0”. See attached sheet A103 Landscape Plan with the plan in 1/16” = 1’-0” scale.

55. For the hot water and chilled water systems, are we able to use copper pro press for piping 2” & < and welded carbon steel for piping 2 ½” and >?

I see the piping spec says we cannot use copper on any sizes > 1 ¼” Typically copper is used up to 2”?

a. Copper pro press may be used up to 2” for hot and chilled water systems. Sizes above to be welded and or soldered.

56. M107 – mezzanine base bid – The chiller supply and return are still labeled 3” and need to be changes to 4” to match sheet M105.

a. M107 - Main Chiller Supply and Return shall be 4”, see attached for updated M107.

REVISED SPECIFICATION

1. (00 21 13) Instructions to bidders –

a. 6.1 – Deleted item C

b. 7.7 – Disregard items 2 and 5. They are alternates #9 & #10

2. (09 51 00) The ceiling tile should be ARMSTRONG Ceiling Tile: 1774, Dune, 24 in x 24 in, ATTACHED ADDENDUM DRAWING SHEETS

1. B101 - Temporary Offices Layout and items specifications.

2. A103 - Landscape Plan

3. Bioretention For Infiltration

4. Geothermal Resource report.

5. Furniture plan sheets A206.1 and A206.2 – Alternate #10

6. Furniture Specifications

7. M107 - Mezzanine Mechanical Plans – VAV

8. M401-M404 - Hydronic Schematics waiting concourse concourse concourse super infor.

drivers 1007men women elec mech janitor women chase women open office offices storage toilet storage

NEW CARPET TILES

PAINT WALLS

NEW CEILING TILE AND DIFFUSERS

DEMO DOOR

AND INFILL WITH

DRYWALL WALL TYPE

'A1'

INFILL OPENING

NEW DOOR SAME DOOR AND FRAME TYPE AS DOOR 118A-C W/

CARD ACCESS

NEW SHADES (12 21 00)

DEMO COUNTER/

DESK

NEW CARPET TILES

PAINT WALLS

NEW CEILING TILE

AND DIFFUSERS

NEW VENDING MACHINES

PROVIDE POWER (6) 110v 20 AMP

COFFEE DISPENSER;

ADD WATER CONNECTION

1/2" WATER TO MENS 1015

CEILING - TAP EXISTING 3/4"

COPPER

NEW CUBICLE - (7)

TOTAL

PROVIDE (4) 110v

OUTLETS TO THE

NEAREST CURCUIT

POWER AND (4) cat 6

LINES DATA

NEW SHADES (12 21 00)

NFILL WITH DRYWALL

WALL TYPE 'A2'

NEW SHADES (12 21 00)

kuenyarch.com ©2022 Kueny Architects L.L.C. - All Rights Reserved

PLAN NORTH

KEYNOTE LEGEND

SCALE: 3/16" = 1'-0"

B101City of Appleton - Valley Transit Facility Renovation Phase 1

12/09/2022

Temporary Offices Layout 801 S. Whitman Avenue, Appleton, WI 54914

(A) Addendum #01 January 25, 2023

3/16" = 1'-0"1 LEVEL 1 - Temporary Offices

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SCALE: As indicated

A103City of Appleton - Valley Transit Facility Renovation Phase 1

12/09/2022

�a�dscape P a�

801 S. Whitman Avenue, Appleton, WI 54914

1/16" = 1'-0"1 Site - Landscape - New

Landscape - Schedule

(A) Addendum #01 January 25, 2023

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FORMATION THERMAL CONDUCTIVITY TEST

AND DATA ANALYSIS

Analysis for: G.O. Loop

W11366 Blanecae Road Randolph, WI 53956 Phone: (920) 326-2050 Fax: (920) 326-2051

Test location: Outagamie County Regional Airport

Appleton, WI

Report Date: December 16, 2011

Test Performed by: G.O. Loop

MAIN OFFICE: REGIONAL OFFICES: WEB SITE:

P.O. Box 150 ELKTON, SD ASHEVILLE, NC www.GRTI.com

BOWIE, TX 76230 (605) 692-9069 (828) 225-9166

(940) 872-2222 Fax: (605) 692-2604 Fax: (828) 281-4139 Fax: (940) 872-3678

GRTI

December 16, 2011 FTC Test and Data Analysis

Executive Summary

A formation thermal conductivity test was performed at the Outagamie County Regional Airport site in Appleton, Wisconsin at a GPS location of N 44° 14.953' (latitude), W 88° 31.1466'

(longitude). The vertical bore was completed on December 7, 2011 by G.O. Loop. GRTI’s test unit was attached to the vertical bore on the morning of December 12, 2011. Geothermal

Resource Technologies, Inc. analyzed the collected data using the “line source” method.

This report provides a general overview of the test and procedures that were used to perform the thermal conductivity test along with a plot of the data in real time and in a form used to calculate the formation thermal conductivity. The following average formation thermal conductivity was found from the data analysis.

⇒ Formation Thermal Conductivity = 2.17 Btu/hr-ft-°F

Due to the necessity of a thermal diffusivity value in the design calculation process, an estimate of the average thermal diffusivity was made for the encountered formation.

⇒ Formation Thermal Diffusivity ≈ 1.42 ft2/day

An estimate of the undisturbed formation temperature was determined from the initial temperature data at startup.

⇒ Undisturbed Formation Temperature ≈ 49.3°F

A copy of the original collected data is available either in a hard copy or an electronic format upon request.

Test Procedures

The American Society of Heating, Refrigeration, and Air-Conditioning Engineers (ASHRAE) has published a set of recommended procedures for performing formation thermal conductivity tests for geothermal applications. GRTI is committed to adhering to ASHRAE recommendations.

Some of these recommended procedures are listed below:

(1) Required Test Duration – A minimum test duration of 36 hours is recommended, with a preference toward 48 hours.

(2) Power Quality – The standard deviation of the power should be less than or equal to 1.5% of the average power, with maximum power variation of less than or equal to 10% of the average power. The heat flux rate should be 51 Btu/hr (15 W) to 85 Btu/hr (25 W) per foot of borehole depth to best simulate the expected peak loads on the u-bend.

(3) Undisturbed Formation Temperature Measurement – The undisturbed formation temperature should be determined by recording the minimum loop temperature as the water returns from the u-bend at test startup.

(4) Installation Procedures for Test Loops – The bore diameter is to be no larger than 6 inches, with 4.5 inches being the target diameter. To ensure against bridging and voids, the bore annulus is to be uniformly grouted from the bottom to the top using a tremie pipe.

(5) Time Between Loop Installation and Testing – A minimum delay of five days between loop installation and test startup is recommended if the formation is expected to have a low thermal conductivity or if low conductivity grouts (< 0.75 Btu/hr·ft·ºF) are used. A minimum delay of three days is recommended for all other conditions.

GRTI’s testing procedures deviate slightly from those above with regard to item (5). While item

(5) bases the delay between installation and testing on the expected formation conductivity, GRTI bases its delay on the type of drilling used in the installation. When air drilling is required, a five-day delay is recommended to allow the bore to return to its undisturbed temperature. For mud rotary drilling, a minimum waiting period of two days is sufficient.

For a complete list of recommended procedures, refer to the ASHRAE 2007 HVAC Applications handbook, pages 32.12-32.13.

Data Analysis

Geothermal Resource Technologies, Inc. uses the "line source" method of data analysis. The line source equation used is not valid for early test times. Also, the line source method assumes an infinitely thin line source of heat in a continuous medium. If a u-bend grouted in a borehole is used to inject heat into the ground at a constant rate in order to determine the average formation thermal conductivity, the test must be run long enough to allow the finite dimensions of the u-bend pipes and the grout to become insignificant. Experience has shown that the amount of time required to allow early test time error and finite borehole dimension effects to become insignificant is approximately ten hours.

In order to analyze real data from a formation thermal conductivity test, the average temperature of the water entering and exiting the u-bend heat exchanger is plotted versus the natural log of time. Using the Method of Least Squares, the linear equation coefficients are then calculated that produce a line that fits the data. This procedure is normally repeated for various time intervals to ensure that variations in the power or other effects are not producing erroneous results.

Through the analysis process, the collected raw data is converted to spreadsheet format

(Microsoft Excel®) for final analysis. A copy of this data can be obtained either in a hard copy or electronic copy format at any time. If desired, please contact Geothermal Resource

Technologies, Inc. and provide a ship-to address or e-mail address at one of the following:

Contact: Galen Streich

Phone: (605) 692-9069

Fax: (605) 692-2604

E-mail: gstreich@grti.com

Formation Thermal Conductivity Test Report

Date ...……………………………………………………………. December 12-14, 2011 Location ..………………………………………………………… Appleton, WI Undisturbed Formation Temperature ...……….……………... Approx. 49.3°F

Borehole Data – As Provided by G.O. Loop

Borehole Diameter ...…………………………………………… 6 inches

Drill Log .................... Clay 0'-38' Gravel, cobbles, boulders 38'-50' Limestone/dolomite 50'-64' Sandstone 64'-157' Shale 157'-162' Cavernous limestone/dolomite 162'-175' Red shale with sandstone 175'-230' Limestone/dolomite with sandstone 230'-260' Note: Major fluid loss occurred from 163 ft to 190 ft (50+ gpm) requiring a large volume of water.

U-bend Size …………………………………………………….. 1 inch SDR11 HDPE U-Bend Length ..……………………………………………….. 260 ft Grout Type ...……………………………………………….…… GeoPro Thermal Grout Lite Grout Solids …………………………………………………..… 250 lb sand per 50 lb bentonite Grouted Portion ………..……………………………………..… 0-59 ft, 175-260 ft Note: Bore grouted with sand-cement grout from 59-175 ft.

Test Data for Analysis Time Period

Test Duration ...……………….………………………………… 47.3 hrs.

Average Voltage …………………………………………..…… 243.9 V Average Heat Input Rate ………………………………....…… 21,434 Btu/hr Calculated Circulator Flow Rate …...…………………….…… 7.4 gpm Standard Deviation of Power …………………………………. 0.04% Maximum Variation in Power …………………………………. 0.12%

0 6 12 18 24 30 36 42 48

Time (hours)

Te m pe ra tu re

(F

(T ho us an ds

H ea tin g

R at e (B tu /h r)

Outagamie County Regional Airport December 12-14, 2011

Loop In Temp

10-30 hr Average

Loop Out Temp

Heat Rate

Figure 1: Temperature versus Time Data

Line Source Data Analysis

-1 0 1 2 3 4 ln(Time)

Te m pe ra tu re

(F

(T ho us an ds

H ea tin g

R at e (B tu /h r)

Outagamie County Regional Airport December 12-14, 2011

Loop In Temp

10-30 hr Average

Loop Out Temp

Heat Rate

Figure 2: Temperature versus Natural Log of Time

Thermal Time Period Slope Average Heat Input Conductivity

(Btu/hr-ft) (W/ft) (Btu/hr-ft-°F)

10 – 30.0 hrs 3.02 82.4 24.2 2.17

The temperature versus time data was analyzed using the line source analysis for the time period shown above. An average linear curve fit was applied to the data between 10 and 30.0 hours.

The slope of the curve was found to be 3.02. The resulting thermal conductivity was found to be

2.17 Btu/hr-ft-°F.

Estimated Thermal Diffusivity

The reported drilling log for this test borehole indicated that the formation consisted of clay, gravel, limestone, dolomite, sandstone and shale. Heat capacity values for limestone, dolomite, sandstone and shale were calculated from specific heat and density values listed by Kavanaugh and Rafferty (Ground-Source Heat Pumps - Design of Geothermal Systems for Commercial and

Institutional Buildings, ASHRAE, 1997). A weighted average of heat capacity values based on the indicated formation was used to develop an average heat capacity for the formation. A diffusivity value was then found using the calculated formation thermal conductivity and the estimated heat capacity. The thermal diffusivity for this formation was estimated to be 1.42 ft2/day.

Est. Average Heat Capacity

(Btu/ft3-°F)

Thermal Conductivity (Btu/hr-ft-°F)

Est. Thermal Diffusivity (ft2/day)

36.7 2.17 1.42

Frequently Asked Questions (FAQ’s) Regarding FTC Testing

Q: Thermally-enhanced grout is specified for the final loop field design. The test bore was grouted with a low conductivity, 20% solids, bentonite grout. How do I adjust the thermal conductivity value to account for this?

A: While the conductivity of the grout is important for the loop field design, it is not important for determining formation thermal conductivity. We use the “line source” method to analyze data, which assumes an infinitely thin line rejecting heat at a constant rate into an infinite medium. The initial ten hours, which is influenced by the bore dimensions and grout conductivity, is ignored in the analysis. However, once the heat has penetrated into the formation, the temperature rise of the formation approaches steady-state. It is the slope of the temperature rise that is used in the analysis. Hence, no adjustment to the reported formation thermal conductivity is required.

Q: The software I use to design the loop field requires that I input a value for “soil conductivity”. Is this the same as formation thermal conductivity?

A: Absolutely. Formation, soil, and ground are all used interchangeably to describe the conditions in which the u-bends will be installed. The use of the word “formation” simply implies that the installation conditions may be soil, rock, or some combination of the two.

Q: I’ve just received your report. I have a formation conductivity of 1.54 Btu/hr⋅ft⋅°F. How do

I translate that into a loop length requirement, in terms of bore depth (in feet) per ton?

A: The formation thermal conductivity test provides values for three key parameters required for the ground loop design. These are the “Undisturbed Formation Temperature, Formation Thermal Conductivity, and Formation Thermal Diffusivity.“ These parameters, along with many others, are inputs to commercially available loop design software (e.g.

GchpCalc, available at GeoKiss.com/software). The software uses all of the inputs to determine the required loop length in bore depth per ton.

Q: Is the “Undisturbed Formation Temperature” listed in the report the temperature that I enter into my loop design software where it calls for the “Deep-Earth Temperature”?

A: Generally, yes. The “Undisturbed Formation Temperature” is the constant temperature of the formation. We attempt to determine this value by measuring the temperature of the water entering the test unit at the beginning of the test. However, the value we measure and report may be inaccurate if the test is initiated too quickly after the installation of the test bore, or if the testing operator failed to activate the data acquisition unit prior to energizing the heating elements. If you suspect the temperature we are reporting to be too high or too low, we recommend that you investigate further through other sources.

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Furniture ISO's - Alternate #10 801 S. Whitman Avenue, Appleton, WI 54914

Figure 1 - Haworth X Series Combo Unit

ALTERNATE BID #10

Furniture Bid Guidelines

1. Bidder is responsible to quote the required furniture quantities, per provided Kueny/Nordon furniture plan dated 1/25/23.

2. Furniture must be bid, per the specified Haworth models and colors included within this document.

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a. Nordon Business Environments (Appleton)

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b. M&M Office Interiors (Madison)

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Training Room

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#145 - Driver’s Quiet Area

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Grade 2

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202b open mezzanine storage new mechanical room

DSS-1

DSS-1

8.287

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L1

L2

3 4 5 5.1 6 6.8

18ø

TPB-1

14/18

EXISTING 18" DUCT FOR

TAILPIPE SYSTEM TO

REMAIN.

H-1

A

A.5

A.9

B1

B2

C

C.9

D

E1

E.8

F.3

UH-14

UH-13

electrical

202a

AH-1

MDF closet

M304

M302

M302

3/4" HHWS

3/4" HHWR

46/28

44/30

24/36

44/30

UH-15

HWB

B-1

B-2

P-1

P-2

3" HHWS

4" HHWR

P-4

P-5

M303

M303

GMU-30

GMU-30

ON ROOF

12/12 12/12

T-EF3

T-EF7

48/16

N

N

3/4" HHWR

3/4" HHWS

2 1/2" HHWR

2 1/2" HHWS

4" CHS

4" CHR

3/4" HHWR

3/4" HHWS

4" HHWR

4" HHWS

3/4" HHWS

3/4" HHWR

4" HHWR

4" HHWS

4" CHR

4" CHS

MUA-1

M303

XTH

ASXTCh

AS

2 1/2" HHWS

2 1/2" HHWR

4.1 4.6 5.2 6.7 8.8

H

J.6

B2.5

F0

F

20ø

4" HHWR

4" HHWS

1 1/2" HHWR

1 1/4" CHR

4" HHWR

4" HHWS

2 1/2" HHWS

2 1/2" HHWR

4" HHWR

4" HHWS

3/4" HHWR

3/4" HHWS

MUA-1

CONTROL

PANEL

TU-13

TU-14

TU-15

EXISTING TO REMAIN

J

8.287

K

L1

L2

3 4 5 5.1 6 6.8

A

A.5

A.9

B1

B2

C

C.9

D

E1

E.8

F.3

M304

M302

M302 compressor open mezzanine storage electrical

202b open mezzanine storage new mechanical room

DSS-1

DSS-1

PPE- 17,19

EXISTING TO REMAIN

18ø

TPB-1

14/18

EXISTING 18" DUCT FOR

TAILPIPE SYSTEM TO

REMAIN.

H-1

UH-14

UH-13

electrical

202a

AH-1

MDF closet

ON ROOF

mechanical room

UH-15

HWB

B-1

B-2

P-1

P-2

P-4

P-5

AH-2

M303

M303

3" HHWS

3" HHWRAS

AS

GMU-30

GMU-30

12/12

T-EF3

T-EF7

12/12

48/16

N

N

MUA-4

3/4" HHWR

3/4" HHWS

2 1/2" CHS

2 1/2" CHR

4" HHWR

4" HHWS

3/4" HHWR

3/4" HHWS

4" HHWR

4" HHWS

3/4" HHWS

3/4" HHWR

M303

XTCh

XTH

2 1/2" HHWS

2 1/2" HHWR

3" CHS

3" CHR

4" CHS

4" CHR

4" HHWR

4" HHWS

2 1/2" CHR

2 1/2" CHS

4.1 4.6 5.2 6.7 8.8

H

J.6

B2.5

F0

F

3/4" HHWR

3/4" HHWS

4" CHS

4" CHR

4" CHR

4" CHS

4" HHWR

4" HHWS

3/4" HHWS

3/4" HHWR

2 1/2" HHWR

2 1/2" HHWS

MUA-4

CONTROL

PANEL

TU-13

TU-14

TU-15

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