W911SA-18-B-2004_Amendment_0003.pdf

0011100215

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this amendment is to provide responses to questions; provide an updated Attachment 2 Specifications 2-27-18 w ith attached appendicies A, B, and C; provide an updated Attachment 4 Wage Rate Requirements Updated 8MAR18; and provide Attachment 6 Well 31 WDNR Approval.

POC: Melissa T. Gore, Contract Specialist, 608-388-1251, melissa.t.gore.civ@mail.mil

1. CONTRACT ID CODE PAGE OF PAGES

J 1 9

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 12-Mar-2018

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W911SA-18-B-2004

X 9B. DATED (SEE ITEM 11)

26-Jan-2018

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

12-Mar-2018

CODE

MICC - FT MCCOY

BLDG 1108 SOUTH R ST

FORT MCCOY WI 54656-5153

W911SA 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W911SA-18-B-2004

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00100 - BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

The following have been modified:

SUPPLEMENTAL INFORMATION

Contract Specialist:

Melissa Gore Phone: 608-388-1251 E-mail: melissa.t.gore.civ@mail.mil

Contracting Officer:

Steve Bailey Phone: 608-388-6077 Email: steven.m.bailey2.civ@mail.mil

Include the following within the sealed bid package:

1) Completed SF1442 with acknowledgement of all amendments

2) Completed Attachment 5, SF24

3) Any additional verification documents

4) CD-ROM (CD-R) disk with an electronic copy of all submission requirements listed above.

Contractor POC E-mail

DUNS

TAXPAYER ID #

This solicitation is a 100% HUBZone Small Business Set Aside under NAICS code 237110 with a size standard of $36.5 Million.

This requirement has a completion date of 31 October 2018.

Bids can be submitted in any of the following ways:

Delivered to or by Mail:

Mission & Installation Contracting Command – Fort McCoy Attn: Melissa Gore, Contract Specialist 1108 South R Street Fort McCoy, WI 54656-5153

A site visit is scheduled for February 6, 2018 at 10:00 AM Local time. Interested attendees are asked to meet in the Contracting Office located in Bldg. 1108. South R Street, Fort McCoy, Wisconsin. The POC for the project is Melissa Gore at (608) 388- 1251. See Site Visit in Section 00100. This will be the only site visit conducted, requests for additional site visits will be denied.

For Site Visit information, see Site Visit clause 52.236-27, Alternate 1 in Section 00100. Unless you already have a permanent vehicle pass, you will be required to obtain a one-day vehicle pass. You will be required to present the following information at the Visitor’s Center: (1) vehicle registration, (2) valid driver’s license,

(3) or car rental agreement (if applicable). It is highly recommended that bidders plan to arrive at the Visitor’s Center at least an hour prior to the scheduled time for the site visit. The conference will begin promptly without considerations for late or lost bidders; no subsequent site visits will be considered. Remarks, explanations and answers provided by Government representatives before, during and after the site visit shall not change or qualify any of the terms or conditions of the solicitation. The solicitation can only be changed by a formal written amendment issued by the Fort McCoy Contracting Office.

Any questions concerns, verification or clarification of information of the documents included in the solicitation package shall be submitted in writing and submitted to the Government POC identified herein no later than Noon, local time on February 15, 2018. Include in the subject line of the email the Government’s solicitation number;

failure to do so will lessen the Government’s ability to ensure all questions are considered during the bidding process. Provide your company name, POC and contact information in the body of the email.

The “Equal Employment Opportunity Is the Law” notice (poster) referenced in FAR clause 52.222-26(b) (3), Equal Opportunity, is located at http://www.dol.gov/ofccp/regs/compliance/posters/ofccpost.htm

In accordance with FAR 22.404-10, the contractor must post a copy of the wage determination and Department of Labor Form WH-1321 in a prominent place where employees working on federal construction contracts can easily see it. The applicable wage determination is incorporated into the contract at Section H. The WH-1321 poster is located at http://www.dol.gov/compliance/guide/index.htm

Contractors are referred to EPA’s list of EPA-designated products available at http://www.epa.gov providing products that contain recovered materials.

In accordance with DPAP changes to reporting requirements under FAR 52.223-2, Affirmative Procurement of Bio- based Products under Service and Construction Contracts, contractors are now required to submit annual bio-based reports to the new reporting module in the System for Award Management (SAM). SAM can be accessed at https://www.sam.gov.

SYSTEM for AWARD MANAGEMENT (SAM) REGISTRATION: SAM Registration is required of all Department of Defense contractors. SAM registration enables electronic funds transfer of contract payments. If your company is not already registered, please register in the CCR database at https://www.sam.gov/ www.sam.gov http://www.sam.gov https://www.sam.gov

a. A DUNS number is required for SAM registration. If your company does not have DUNS #, obtain one by calling 800-333-0505.

b. Whether your company is a current or new registrant in the SAM database, your registration must indicate that you are a provider of NAICS 237110 under the Goods – Services section of the registration to be eligible to receive a contract for this solicitation.

c. If the prospective awardee for this request for quotes is not registered in the SAM database by close of solicitation, including NAICS 237110 under the Goods – Services section, depending on mission requirements, the government reserves the right to proceed to award to the next otherwise successful registered offeror.

SAM REQUIREMENT: Prospective contractors who have not completed electronic annual representations and certifications at www.sam.gov in conjunction with required registration in the SYSTEM for AWARD MANAGEMENT (SAM) database, shall complete and submit 52.204-8 ANNUAL REPRESENTATIONS AND CERTIFICATIONS (JAN 2014) and 252.204-7007 ALTERNATE A, ANNUAL REPRESENTATIONS AND CERTIFICATIONS (MAR 2014) in SAM to be eligible to receive an award for this solicitation.

PROJECT MAGNITUDE

The magnitude of this project is between $500,000 and $1,000,000.

EVALUATION FACTORS

The Government will evaluate bids received in response to this solicitation solely on the basis of price and price related factors. Bidders shall submit a price for each item specified in the solicitation. No bid for a quantity less than that specified in the solicitation will be accepted. Bids shall be evaluated using the quantities set forth in the solicitation. All prices bid in response to this solicitation must include all costs associated with work elements, applicable State sales taxes, permits, and licensure. And the overall project management, superintendence and quality control necessary for the planning and execution of multiple work requirements conducted simultaneously throughout the performance period.

BID GUARANTEE

A Bid Bond/Guarantee is required for this contract if it exceeds $150,000. The Bid Bond amount shall be twenty percent (20%) of the bid price or $3 Million, whichever is less.

Bidders must use the Standard Form (SF) 24 if providing a bid bond as the bid guarantee.

ATTACHMENTS

Attachment 1 ATOPSEC Attachment 2 Specifications 2-27-18 Attachment 2.1 Specifications Appendix A- Geotech Well 31 Attachment 2.2 Specifications Appendix B UFC 4-022-03 Attachment 2 .3 Specifications Appendix C Well Construciton Report Attachment 3 Drawings Attachment 4 Wage Rate Requirements Attachment 5 SF24 Attachment 6 Well 31 WDNR Approval 082817

QUESTIONS AND RESPONSES

Question: Sec 02524, part 1.03.D, Method of Drilling - You have listed out that the only approved method is dual rotary? I would like to put in a request for mud drilling the upper enlarged hole. It is a code approved method for drilling. We would only be using it for the upper enlarged (20”) drill hole for setting the 16” finish casing in. The specs say that once the 16” casing is set in place that the annular space is to be flushed with drilling mud before grouting. So I see no problem with mud drilling the upper enlarged hole. There will be no drilling mud in the lower 16” production hole. This is the same method of drilling that was used by our firm when we drilled the new well #26 on base for the housing project. It went flawlessly. I feel with the dual rotary as the only approved method you are cutting out all the small businesses that do high quality work. There are only 3-4 rigs in the whole state that are dual rotary. There are hundreds of rigs that are capable of drilling large holes with the mud drilling method.

Response: Section 02524 has been updated to include Bud Rotary or approved equal.

Question: Sec 02524, part 1.03.E.1.c, Grouting the Well - You have listed out that you would like us to use a grout shoe. These things are very unreliable. Out of the past 5 jobs we have had 4 of them not perform well. The float valves or ball checks stick and you end up with a ton of cement in the 16” casing. Code states that we can place the conductor pipe down the annular space (between the 20” hole and the 16” casing) and pump grout into the annular space keeping the conductor pipe submerged in cement at all times. That is a code approved method. So we are wondering if we can put in a request for a change order for no grout shoe?

Response: No. Grouting of the well will be completed as listed within the Specifications.

Question: Drawing E5.1 - what are these abbreviations? GAW, GAP, GSW Response: Refer to Note 5 on the feeder schedule. Generator Annunciator Wiring, Generator Annunciator Panel, Generator Start Wiring.

Question: Generator - Spec book calls out for LP system, drawings call out for natural gas system? Which is it?

Response: Generator shall be Natural Gas as indicated on the plans. Specifications Sec 16235 have been updated.

Question: Is Excel Energy providing new underground transformer, and if so where is the location on site?

Response: Pad mounted transformer by Xcel Energy. Refer to plan sheet C1.3 for location. Coordinate final location with Fort McCoy and Xcel Energy.

Question: Spec book calls 100 AMP main lug, 10 AIC panel on page E5-1 of drawing calls out for a 150 AMP main breaker 22 AIC panel. Which is it?

Response: Panel 5031 shall have a 150A MCB and 22kAIC rated.

Question: Drawing W1-1 Item 45 Carrier conducts 1” on ceiling, why not put 1 1/2” PVC conduits underfloor and up under 6” water pipe from well, right under injection ports, like other wells are usually done. Drawing 1/W5.1 shows the low approach for chemical tubing. This cleans up appearances and nothing will hang from the ceiling to bump or bang around while doing maintenance.

Response: Complete carrier conducts as listed within the drawings.

Question: Well top A/ W3.1 well head detail, can't figure what your well top is built like? Shouldn't it be like Charlie Cameron of DNR LaCrosse office has had us do with 16” weld slip flange and 5/8 steel plate to bolt to it with red rubber gasket?

Response: This detail is intended to show the contractor an overview of how a submersible well pump and pump base come together. Each contractor has their own means and methods of construction for this water tight seal. As per the drawing the contractor shall complete the water tight seal per WDNR NR 811.32.(1)(b).

Question: Stiller pipe should have 2- SS screws across bottom on 90 degree to each other so transducer can't fall out and down the well. Well 31 profile B/W3.1.

Response: This detail is intended to show the contractor an overview of how the final well can be finished. Each contractor has their own means and methods of construction. The required 1 ½-inch PVC stilling tube shall be large enough to safely house the contractors proposed transducer. The stilling pipe shall be secured within the well and allow water to enter into the stilling tube while not allowing the transducer to exit the bottom of the PVC pipe.

Question: 6” pump discharge column pipe B/W3.1 centralizers are not needed with VFD soft starting in a straight well. No foot valve needed with a submersible.

Response: For the 6-inch discharge column pipe centralizers are not required but are recommended to keep the column pipe centered within the casing. WDNR 811.37.5 ( c ) requires a check valve to be installed for submersible pumps. Provide an in-line 6-inch check valve based on the recommendations of the pump manufacturer and column pipe sizing.

Question: W5.1 drawing A&B show a bolt type union below the isolation ball valves under air/vacuum and air release valves, no union point really needed, especially below isolation valve, why not just SS threaded nipple from D.I. Blind tapped flange up and into isolation valve and 2nd SS nipple valve into release valve. No union at all?

Response: This detail is intended to show the contractor an overview of how the final air release/vacuum valves for the well can be completed. Each contractor has their own means and methods of construction to complete this work.

These changes should be noted during your shop drawing review submittals as discussed in section 01300.

Question: Plan Sheet P1.1 - No main plumbing vent up through roof of pump house?

Response: Not required.

Question: 3” os means what on plumbing Isometrics?

Response: 3” open site drain. Terminate with 3x4” reducer a minimum of 2” above finished floor.

Question: Do you want 2 ball valve shut offs on water heater, if both shut off, it becomes a bomb if safety relief fails? Usually only 1 ball valve used on cold inlet.

Response: Provide both shut-off valves per plan.

Question: Will Sioux Chief Products for floor drain be equal to, called out FD'S?

Response: Sioux Chief is acceptable.

Question: Eye wash a self-contained unit, no water of drain for it. Sec W1.1. Item 47?

Response: Refer to the plumbing drawings per note 47. You will find the fixture on P1.1, EW-1, the water and drain.

Question; Drawing 1 Page P1.1 shows 4” main lean-out and 4” pipe leaving the building, drawing 4 shows 3” for both?

Response: Install sanitary per floor plan. Transition to 4” prior to leaving the building.

Question: For Page P1.1 Drawing 4- The 1” copper water is derived from 6” pump discharge piping and goes to ceiling, why not go down underfloor and come up along wall. Keep cleaner look, nothing hanging down from ceiling to bump or bang around when doing maintenance.

Response: Routing piping below grade is acceptable.

Question: P1.1 item 15 Dia electric union, not usually required for the 1” copper discharge pipes to the air/vacuum or air release valves, do we need here? W5.1 A&B details.

Response: Provide dielectric union at connections on dissimilar metals.

Question: Sec 13420 magnetic flow meters, will Badger Mfg. be an acceptable brand, as we used in well 30?

Response: Other magnetic flow meters will be acceptable if they are approved during the shop drawing review process and if they are considered an approved equal. Please follow the shop drawing submittals as discussed in section 01300.

Question: Labor rates, no listing for plumbers or HVAC and duct work employees?

Reponse: The Buiding Wage Determination is now being used instead of the heavy wage determination. Please see the updated Attachment 4, Wage Rate Requirements Updated 8MAR18.

Question: Acceptable manf. of submersible well pump, can Gould's be added to list? For Centrifugal pump also?

Sec. 11218, 2.01A and 11220, 2.01A?

Response: Other submersible well pumps will be acceptable if they are approved during the shop drawing review process and if they are considered an approved equal. Please follow the shop drawing submittals as discussed in section 01300.

Question: I believe we have a redundant circuit breaker in this drawing, please confirm the emergency line circuit breaker is not needed in the service entrance transfer switch. Thank you.

Response: Provide both circuit breakers as shown on plans.

Question: 02524-1 1.03 D 1a&b Dual rotary, we asked in our 1st set of questions, can mud drilling of the upper enlarged well hole be approved? No answer as of yet.

Response: See reply above.

Question: 02524-2 1.03 E 1b Casing 16” ID should be OD. 15.25 ID Response: OK. These exact dimensions should be noted during your shop drawing review submittal as discussed in section 01300.

Question: 02524-2 1.03 E 1e&f Lower hole 15 1/8” bit in 15.25” casing 16” casing is 15.25” ID with clearance needed, we’re down to a 15 or 15 1/8” bit, not 16” lower hole.

Response: OK. The dimensions listed in the plan set are nominal dimension since each well driller exact method of drilling is not known during design. These exact dimensions should be noted during your shop drawing review submittal as discussed in section 01300

Question: Development 02524-2 1.03 E 1 g and 02524-5 part 3 D 2 e 1 and 4. No time limits are asked for to develop--10 min., 1 hr., 2 hr etc. of air development and how much per hour for a total we need to figure in the event we need additional hours. 02524-7 12 hrs? Then 24 hrs?

Response: This section 02524- Water Production Well requires the well contractor to complete a high capacity well in accordance with NR 811 & 812 with the performance listed. Development hours will be up to each individual well driller and the type of well drilling method chosen. The final outcome of this specification is to have a completed well performing at 400 gpm.

Question: 02524-7 5 b what is exploratory boring, we are just drilling 16" final well? 12 hrs exploratory then 24 hours final well? Do we need two pumps 1 in test well and 1 in final well? To do test pumping? If we are testing the 8" existing test well, we would need a 2nd test pump?

Response: During the design of this well there was an exploratory boring that was is caped on site. The contractor will have access to this exploratory boring during pumping tests to monitor the flow parameters and report them back to the COR.

Question: 02524-2 F 3 Are these 2 samples to be 8 hours apart? F 2 Turbidity .01 NTV ? Or should it be 10 PPM NTU We had a problem with this explanation on well 26 project, as to what the actual requirement was to be.

Response: Yes. Please see the attached WDNR well drilling approval letter dated August 28, 2017. Yes.

Turbidity should be < 10 NTU not .01 NTV.

Question: 02524-3 D 2 Test hole sand samples ? With final well samples? The test well samples should have been sent in by that well driller, when he drilled the test well.

Response: 3.03 C.1c indicates that the well driller shall provide the engineer with a complete set of formation samples with the final well. This was completed during the test boring and during the final well drilling it shall be completed again as to show consistency to where the well will be finished.

Question: 02524-3 1.05 C 1,2,3 Where can we get water, or can we put our own temp. pump in test well for drilling water, with no cost and our own fittings on well head. Can we get the power from well 21 pump house?

Response: It shall be the contractor’s decision for means and methods of construction. Therefore if water is required for your means and methods you will be required complete this on your own at no extra costs to the Government. It may be possible to use water or at Well 21 during construction, but not guaranteed. This will need to be coordinated with the COR when construction starts.

Question: 02524-3 D 1&2 Can we get misc. power out of existing well 21 pump house for minor needs? And question 8 above?

Response: See reply above.

Question: 02524-4 2.01 B Drive shoes are not needed when cement grouting into pre drilled hole, per DNR rules, we shouldn't need one here, and it was asked for a grout shoe, which in previous questions we asked to remove the use of a grout shoe.

Response: Grouting questions were answered in previous question above.

Question: 11281-3 4 b Stainless steel strapping to hold sub. pump cable, is old school, 2" wide elect/tape made for holding the air line and sub. wire to column is what we do today. We tape on every 10 ft or 2 times per length of pipe in the well. Stainless steel is sharp and can cut into wire occasionally.

Response: OK. Means and methods of connecting/securing cables should be shown within the shop drawing review submittal proses as discussed in section 01300

Question: 11218-4 2.02 A foot valve is not what you use with sub. pump, should be a check valve for use with it being a VFD type for this VFD controlled sub. pump.

Response: A check valve is required for submersible pumps. Please see the reply to the previous question above.

Question: 11218-5 D 3 Strap stiller tube to column, can't do and still attach to plate top. Put double tapped bushing in plate through welded coupling port, and hang in well. This is what was accepted in well 26 and we did it, just hanging it into well, works fine.

Response: The stilling pipe shall be secured within the well. Means and methods of connecting/securing stiller tube should be shown within the shop drawing review submittal process as discussed in section 01300

Question: 11218-5 3.01 A Should be check valve not foot valve, and should be at 1st joint above pump connection, which is below static water level, or may be in the nose of the sub. pump on certain brands of pumps.

Response: A check valve is required for submersible pumps. Please see reply from previous question above.

Question: 11220-2 2.02 4 Centrifugal pump 120v 1 phase- why not 240v instead and 3 phase and 240 or 460 V motor, as long as we have 3 phase power in the pump house? Less maintenance on 3 phase motors.

Response: Project shall be bid with 120V pumps as specified.

Question: Drawing pg. W 1.1 Item 30 3" air cushioned swing check valve, where does it go, can't find?

There is a silent 3" check valve. Also item 26 4x4 DIP tee? Don't see where needed?

Also W 3.5 item 17 This must be an extra blind flange, don't see it on plan?

Response: Note 30 can be omitted. Note 38 includes a silent check valve eliminating the need for note 30.

Question: 15116-4 Natural gas piping 1- Underground gas pipe specs ss coated, corrugated style gas pipe, no spec for underground gas line.

2-- Flex conn. to generator? Or solid black threaded pipe and fittings hooked to the generator gas connection.

Response:

1. ASTM D2513 thermoplastic polyethylene gas pressure pipe with butt-weld or socket-type polyethylene fusion joints and fittings.

2. Solid black threaded pipe hooked directly to generator.

Question: No main building vent is shown for DWV system on Pl.1 drawing, no vent, for the plumbing in building?

Response: Correct, not required.

Question: 15233-3 2.04 Process pressure transducer. A says "furnish press. transducer and all associate electrical" isn't this furnished by controls people? "SCADA" and installed by electrician, we just furnish 1/2" NPT tap on back of 6" tee or 6" spool, before water pipe goes into ground? As per item 22 drawing W 3.2 and KW 5.1--Who furnishes transducer, we can pipe dope it and install it on our pipe? Should be furnished by "SCADA" and or electrician for their equipment.

Response: Sheet E5.1 indicates that water level transducers are required for this project. It is up to each individual contractor who among your subcontractors will provide this equipment. It shall be provided per section 11218 and section 16700.

Question: 11247-5 2.05 B Vent piping asks for 2", when chemical co. just requires½" poly tube. Had the same issue in well 26, and 1/2" vent piping was used.

Response: See revised specifications.

Question: Who is the natural gas supplier for Ft McCoy, WE energies or Excell, and how do we get in touch with to get a price for natural gas service to the building and generator?

Response: Xcel Energy.

Question: Who does Ft McCoy use to furnish caustic soda and the sodium hypochlorite chemicals, as we have to purchase the 1st fill for chemical tanks on this project, and feel we should use the same provider the Fort uses.

Response: Fort McCoy currently purchases chemicals from Martelle Water Treatment, Janesville WI.

(End of Summary of Changes)