Tuesday, June 21, 2022

Can Lot O-32 Escape its Past?

Former Residence at 66 Leverett Rd., aka Lot O-32 (Courtesy of Shutesbury Assessors)

In my previous post, Lot O-32’s past life as an automotive repair shop and unofficial dumping ground came back to haunt the town–albeit, temporarily–when reportable levels of polychlorinated biphenyls (PCBs) were discovered in groundwater samples behind the former three-bay garage. 


Ten years later, the parcel’s role as a former Department of Defense (DoD) site has become an issue, triggering another Release Notification to the Massachusetts Department of Environmental Protection (MA DEP).

Library Grant Application Spurs New Site Assessment


Town officials discussed the need to choose between Lot O-32 and a parcel behind Town Hall as a site for a proposed new library at a July 20, 2021 Select Board meeting. The Library Director noted that “targeted soil sampling” would be necessary to allay any fears regarding the safety of Lot O-32. It was decided that the garage building would be demolished and debris cleaned up on the parcel before soil and water testing was performed.


Environmental firm O’Reilly, Talbot & Okun (OTO) was hired to perform a Limited Subsurface Assessment of Lot O-32. In their report dated October 5, 2021, they describe the 10 soil boring locations detailed below.


B-1

former garage area

no reportable levels of contaminants

B-2

outside storage area behind former garage

no reportable levels of contaminants

B-3

down-gradient of former garage and former garage UST

no reportable levels of contaminants

B-4

proposed footprint of new library building

no reportable levels of contaminants

B-5

proposed footprint of new library building

no reportable levels of contaminants

B-6

proposed area for a new septic system leach field

no reportable levels of contaminants

B-7

area of removed debris

no reportable levels of contaminants

B-8

area of removed debris

no reportable levels of contaminants

B-9

concrete pad for an unknown abandoned utility/feature

100 mg/kg of C5-C8 aliphatic hydrocarbons

B-10

area of removed debris and removed abandoned car

no reportable levels of contaminants


All samples were analyzed for volatile organic compounds (VOCs), polychlorinated biphenyls (PCBs), and volatile and extractable petroleum hydrocarbons (VPH/EPH).


Sample B-9 was found to have the legally reportable limit of 100 mg/kg of C5-C8 aliphatic hydrocarbons, requiring a Release Notification Form filing with MA DEP. The firm recommended notification to MA DEP by January 28, 2022. 


With a debt excluded override vote to fund a new library scheduled for June 28, many questions come to mind:


  1. Will this issue fade away like the PCB discovery 10 years ago? 

  2. How long might remediation take and has the town done any work on this problem since being notified by OTO in October 2021? 

  3. What might it cost to remediate the site–and who must pay?

  4. What does this mean for a possible construction project?

  5. What are the alternatives to constructing a building on Lot O-32? 


I set to work finding answers to these questions. Here’s what I found.

1. Will this issue fade away like the PCB discovery 10 years ago?

Other than being reportable releases of contaminants at the same parcel, the 2012 and 2022 filings with MA DEP have little in common. 


For instance, the 2012 PCB release constituted a 72 Hour Reporting Condition because of a “release to groundwater near water supply”. The release of VOCs discovered in late 2021 and reported in early 2022 was characterized as a “release of oil to soil exceeding reportable concentration(s) and affecting more than 2 cubic yards”, placing it within the 120-day reporting threshold.


MA DEP-imposed Immediate Response Action (IRA) plans differed greatly for these two filings. In 2012, state officials advised additional sampling of the monitoring wells on Lot O-32, sampling of private drinking water wells within 500 feet of where PCBs were found, as well as repeat testing of the soil at that location. As noted in my previous post, all PCB test samples returned values below reportable levels and the Release Notification was retracted.


The VOC release prompted a more complicated IRA. 


The town filed the Release Notification Form on January 28, 2022. In a Notice of Responsibility letter dated February 1, 2022, MA DEP officials identified the forms, one of which the town must submit to the Department on or before January 28, 2023, as a “party with potential liability for response action costs and damages under M.G.L. c. 21E, §5”:


  1. A Tier Classification Submittal;

  2. A Permanent Solution or Temporary Solution Statement; or

  3. A  Downgradient Property Status Submittal.


The letter suggests that liable parties “take prompt action” to reduce cleanup costs and avoid annual compliance fees. The town must employ a state-certified Licensed Site Professional to oversee or perform all IRA work.

2. How long might remediation take and has the town done any work on this problem since being notified by OTO in October 2021? 


The Massachusetts Contingency Plan, the regulations created to administer Chapter 21E, has a maximum timeline of six years from notification of MA DEP to complete site remediation. Full compliance can occur at any point before the six-year deadline.


There is no evidence that Shutesbury has taken any assessment or remedial action since being notified of the VOC release by OTO. A Library Trustees meeting on November 4, 2021 discussed OTO’s findings and two company representatives were present to answer questions. At this meeting, OTO’s representatives stated that gasoline migrates within a 400-foot area. 


An unidentified Trustee stated:  “We are required to report within 120 days, and within those 120 days we would conduct further testing, conduct remediation, or take other steps before reporting to DEP.” 


While the 120-day reporting portion of the statement is correct, the rest is not, since MA DEP did not issue an IRA until after it received the Release Notification submitted by Shutesbury on January 28, 2022. If Shutesbury wanted to get started as early as possible on the IRA, the Notification form should have been filed immediately. 


The town could have used those four months between October 5 and January 28 to determine the status of Lot O-32 and put residents’ minds at ease. Apparently, nothing has been done in the nearly five months since filing, either, as that information surely would have been posted on the library’s website in the interest of transparency.


The Trustees met again on November 8, 2021, and unanimously decided to recommend Lot O-32 as the site for a proposed new library. The Select Board minutes of November 9, 2021, contain this recommendation by the Trustees and the statement, “the lot received a clean bill of health”.

3. What might it cost to remediate the site–and who must pay?

Since there was no further assessment of Lot O-32 following the OTO report last fall, there is no available information regarding remediation or its costs. 


As to who is expected to pay for the cleanup, it is clear that MA DEP considers the town of Shutesbury, as the owner, the “potential” responsible party. The Notice of Responsibility states:


You should be aware that you may have claims against third parties for damages, including claims for contribution or reimbursement for the costs of cleanup. Such claims do not exist indefinitely but are governed by laws which establish the time allowed for bringing litigation. The Department encourages you to take any action necessary to protect any such claims you may have against third parties. 


In this matter, the Shutesbury Town Administrator (TA) stated at a public meeting on May 11, 2022 (1hr. 30 min.) that the Army Corps of Engineers/DoD “will be held responsible” for necessary remediation. 


In an undated letter (available from the Shutesbury Town Clerk) from the TA to MA DEP, reference was made to a January 11, 2022, meeting between unnamed town officials, OTO representatives, and representatives of the Army Corps. The letter states that the Corps did not consider this release “a reportable event”. 


I could find no minutes or notes from the above-referenced meeting, though a representative of the Army Corps was copied on the Notice of Responsibility letter from MA DEP. 


At a Select Board meeting on January 19, 2022, the “TA update” describes a meeting between a DEP representative, an OTO representative, and, assumedly, the TA. The update states that both DEP and OTO consider the Army Corps/DoD the responsible party. There was no mention of an Army Corps representative being present.


It remains to be seen whether the DoD will take responsibility for remediation at Lot O-32. Their seeming dismissal of this release event is understandable since a positive finding infers that their cleanup in the mid-1990s was incomplete.


The town could have saved itself this worry over liability if it had commissioned a "21E Site Assessment" before purchasing the property in 2004–which could have absolved the town of responsibility in regards to legacy contamination cleanup costs. Real estate due diligence often includes a Transaction Screen or Phase 1 Environmental Site Assessment. The Commonwealth of Massachusetts considers such actions relevant because:


  1. Disclosure obligations for any known contaminants under Chapter 93A  can influence a buyer’s decision to purchase, the price offered, and conditions for the sale;

  2. The presence of hazardous waste is considered material information to a buyer and its presence is considered a material defect;

  3. The presence of hazardous waste is a public health issue.

Considering the town’s historical knowledge of Lot O-32, it was negligent toward Shutesbury taxpayers and residents that town officials did not undertake such an assessment.

If Fuss & O’Neill had performed the Transaction Screen in 2004 prior to purchase instead of 2010, been given access to the inside of the garage, and been informed of the former military installation, their report would likely have listed many more environmental conditions and risks. If such a report had been made available to Shutesbury taxpayers before the vote to purchase the land, the outcome may have been different. 

4. What does this mean for a possible construction project?

The town asserts that, because the contaminated B-9 soil bore site is 900 feet from the proposed library location, construction will not be impacted. This may or may not be true; the OTO report states, “Further assessment is warranted to evaluate the source, nature, and extent of the release detected at boring B-9.”


There is also the question of potable water, required for a building permit. According to the OTO report, water from the test well drilled in 2014 will need additional assessment from experts in the field of water potability. Though Trustees said at the November 9 meeting that the water was not potable “because it is a test well”, OTO states that “the town is assessing whether groundwater from this well might be a suitable future source of drinking water.”

5. What are the alternatives to constructing a building on Lot O-32? 

The Massachusetts Contingency Plan, 310 CMR 40.00, allows owners of contaminated properties to apply an Activity and Use Limitation (AUL) to said property. This is often done as part of a Temporary or Permanent Solution to site contamination, one of the three possible submittals required by MA DEP as noted earlier in this post. 


AULs must be recorded with a parcel’s deed to be valid. The purpose of these instruments is fourfold: 


  1. To notify interested parties of possible oil and hazardous material remaining on the site;

  2. To identify allowable activities and uses on the site;

  3. To identify non-allowable activities and uses on the site;

  4. To delineate the owner’s obligations regarding maintenance of the AUL.


In the event of high cleanup costs for Lot O-32, an AUL could limit taxpayer liability by restricting activities that would be allowed on the parcel. The site would need further assessment and be characterized as “No Substantial Hazard” or “No Significant Risk” before applying the AUL.


Whether or not voters decide to borrow funds in excess of the proposition 2-½ limit to build a new library, the contamination issue on Lot O-32 needs to be addressed. The question is not whether the site can someday be developed; waste disposal sites are often rehabilitated and re-used. The concern for Shutesbury taxpayers is that of cost. Transparency dictates that Shutesbury Town Officials should have taken steps to determine the cost of cleaning up Lot O-32 prior to the vote on whether to borrow funds to build a library there. Can we afford a new municipal building as well as cleanup costs for Lot O-32? It is something to consider carefully before casting our ballots on June 28.





Tuesday, June 14, 2022

Digging Deeper into Shutesbury’s Lot O-32

Debris Behind the Former Automotive Repair Garage, Lot O-32

New developments have occurred since I last recounted the storied past of town-owned Lot O-32, located at 66 Leverett Road. The parcel, purchased in 2004 by the Town of Shutesbury from Amherst developer Barry Roberts, has experienced multiple insults over the decades, scarring its landscape.

Before its purchase by Mr. Roberts, Lot O-32 was used as a vehicle repair shop, landscaping and gravel business, and unofficial dumping site. Between 1957 and 1967, it was “used by the Air Force for a terminal very high-frequency omni-directional range (TVOR) facility, a type of short-range radio navigation system for aircraft”, according to a report dated October 25, 2021, by O’Reilly, Talbot & Okun. This company performed a limited subsurface assessment of the site as the town prepared for possible development of the parcel.


Findings by this firm prompted a “Release Notification Form” filing with the Massachusetts Department of Environmental Protection (MA DEP) regarding volatile organic compounds (VOCs) found at one of the soil boring sites. Although soil sample borings B-1 through B-8 and B-10 were not concerning, sample B-9 showed compounds compatible with a release of gasoline.


MA DEP has defined Lot O-32, or portions thereof, as a waste disposal site under MA General Law Chapter 21E, also known as the MA Superfund law, and the MA Contingency Plan, 310 CMR 40. Further assessment by the town is required and a report must be submitted to MA DEP by January 23, 2023.


This is the second time Shutesbury has filed with the MA DEP due to contamination found at this site. Approximately 10 years ago the town was required to notify the Department of a finding of polychlorinated biphenyls (PCBs) from a groundwater sample in a well adjacent to a drum located behind the former garage building on Lot O-32. That notice was retracted five weeks later.


Between 2010 and 2012, Lot O-32 was poked and prodded several times by a handful of environmental assessment companies as the town sought to determine whether the site was contaminated. Here is a timeline of contamination-related activities involving the site and the investigations leading up to the discovery of PCBs behind the dilapidated garage, the reporting of such to MA DEP, and the subsequent retraction.


Note: The late Larry Kelley of Amherst reported at length on these issues 10 years ago on his blog, Only in the Republic of Amherst. The photos presented in this post are from his blog, which I encourage readers to peruse.

1995: The U.S. Military Cleans Up a Messy Legacy

In 1995, contamination from the underground storage tank (UST) installed by the military prompted a Formerly Used Defense Sites Program (FUDS) cleanup of Lot O-32 by the U.S. Army Corps of Engineers on behalf of the Department of Defense. During cleanup, the Corps removed the UST (page 6) and 100 tons of gasoline-contaminated soil from the former TVOR location.

2010: First Looks by Fuss & O’Neill and O’Reilly, Talbot & Okun 

In the summer of 2010, civil and environmental engineering firm Fuss & O’Neill performed an Environmental Transaction Screen for the Town Of Shutesbury. A report dated December 29, 2010 (obtainable through the Shutesbury Town Clerk’s office), updated a July 24, 2010 Transaction Screen with “additional information provided…by the Town of Shutesbury.”


The purpose of the screen was to identify potential environmental conditions (PECs) affecting Lot O-32. A representative from Fuss & O’Neill walked the lot with the Town Administrator (TA), noting a debris pile and two empty drums behind the garage. The representative was denied access to the interior of the garage and was unable to make any judgments by merely peering through a window. Evidence of historical dumping was observed and the TA reported that 13 dumpsters filled with waste were removed from the site before the town purchased the property.


Unseen by Fuss & O'Neill, Inside the Garage: Open Floor Drain

 Cracked Cement Flooring

The TA noted that two underground storage tanks were removed from the site in 2004: one held home heating oil for the former residence and the other stored gasoline and was located near the garage. Shutesbury’s Fire Chief provided information for the fuel oil UST removal, which showed no evidence of leakage. The firm noted that it did not review any documentation for the gasoline UST removal.


The report characterized the presence of dumping, i.e., the empty drums, as the only PEC and “recommended further evaluation”. The ongoing UST gasoline release cleanup activities (enter Release Tracking Number = 1-16996 in the search boxes ) at the nearby Fire Station were identified as an “environmental concern” for Lot O-32, based on the proximity of the two parcels. 


The Fuss & O’Neill report made no reference to the TVOR military facility. 


During the summer of 2010, the town also commissioned a study (page 123) by geotechnical engineering and environmental consultancy firm O’Reilly, Talbot & Okun (OTO). The purpose of the study was to identify geographical conditions that may impact the construction of a new library. 


OTO reported encountering groundwater in three of four soil borings at depths of three, seven, and fifteen feet below the ground surface. Though this was not considered a major issue for the finished building, the firm recommended using water-control methods during construction.


One issue concerned the site's high silt and fine sand levels, which could contribute to building footing instability. They suggested excavating another six inches in depth and providing crushed stone on which to place the footings. Dewatering sumps during construction were also recommended. 

2012: Cold Springs Environmental Consultants Weigh in

In 2012, Shutesbury hired Cold Springs Environmental Consultants (CSEC) for further assessment of the environmental conditions noted in the Fuss & O’Neill report on Lot O-32. The town had previously worked with CSEC during the Fire Station contamination issue. 


During due diligence inspections carried out in December 2011 and January 2012 and described in a report dated April 26, 2012, CSEC noted several Recognized Environmental Conditions (RECs) on the site: 


  • The locations of the removed heating oil and gasoline tanks; 

  • An open floor drain with an unknown terminus exiting a wall in the garage building; 

  • A debris pile behind the garage that included a 55-gallon drum containing debris and petroleum; 

  • A pile of debris southwest of the garage; 

  • Scattered debris such as abandoned vehicles along a dirt road extending south;

  • The site’s proximity to the Shutesbury Department of Public Works and Fire Department.


 Again, there was no mention of the former military installation. 


During the month of December, CSEC supervised the installation of four monitoring wells and obtained groundwater samples from each: 


  • GP-1, placed near the former gas UST;

  • GP-2, near the debris pile behind the garage;

  • GP-3, near the floor drain line terminus; and

  • GP-4, at the site of the former fuel oil UST.


All four samples were tested for Volatile Organic Compounds (VOCs). Sample GP-1 was also tested for Volatile Petroleum Hydrocarbons (VPHs). Samples GP-2, GP-3, and GP-4 were also tested for Extractable Petroleum Hydrocarbons (EPHs). All results were below legally reportable concentrations.


Two soil samples, at depths of 12 to 14 inches, were obtained from a test pit at the garage floor drain terminus (FD-S-1 and FD-S-2). A surface soil sample from beneath the drum in the debris pile behind the garage was also collected (DR-1). No reportable levels for VOCs or EPHs were detected in any of the samples. However, based on the finding of PCBs in the petroleum remaining in the drum, Sample DR-1 was also tested for PCBs. Analysis showed 39.9 ppb PCBs; MA DEP reportable levels are 2,000 ppb.


The lab test finding of PCBs in Sample DR-1 prompted additional soil and groundwater testing on April 10, 2012.


Drum Located Behind Garage Building

Three triangulated soil samples were taken from the area beneath the petroleum-containing drum: 

  • DR-1

  • DR-2

  • DR-3

Another soil sample, FDT-1-20”, was taken near the garage floor drain terminus at a depth of 20 inches.


Levels of PCBs in all four soil samples were below the laboratory detection threshold of <22.6 to <27.9 ppb.


Monitoring wells GP-2 (near the drum)  and GP-3 (near the floor drain terminus) were also retested. Because the test wells were located in an area of residential drinking water wells, a strict standard of no more than .50 ppb was applied. PCB levels in GP-2 were recorded as .544 ppb, above the Reportable Concentration. GP-3 levels were found to be .425 ppb, just under the reportable limit. 


In accordance with 310 CMR 40, CSEC notified MA DEP within 72 hours of notifying the town of the results. A DEP official approved an Immediate Response Action which required sampling of private drinking water wells within 500 feet of the affected well site–including Lot O-32’s monitoring wells. The soil beneath the contaminated drum was to be tested at a depth of two to three feet. 


Additional sampling was carried out under the Immediate Response Action Plan. According to a CSEC report dated May 30, 2012, new samples taken from all four test wells were tested for PCBs and found to be below “the laboratory detection limits of 0.206 to 0.233 parts per billion” and thus well below the reportable limit of .50 ppb. Laboratory filtered and unfiltered samples from each well were tested.


The company’s president attributed this outcome to the prior samples taken from GP-2 and GP-3 containing soil sediment, to which PCBs tend to adhere. In his opinion, this was the cause of the previous high readings, not because of the presence of PCBs in the groundwater. Apparently, town officials questioned this result, to which the contractor replied that “it happens with sediment sometimes.”


The soil from the area beneath the removed drum was retested as well. The new results were less than 30.90 ppb, the laboratory reporting limit, compared with the prior results of 39.90 ppb. The report stipulated that the soil bore sample was retrieved from a depth of 20 inches, rather than the two to three feet stated in the report of April 26. The reason given for this discrepancy was that “PCB levels in soil do not increase with depth based on the laboratory analytical data”.


The May 30 report advises the town that, based on the new data, the prior Release Notification to MA DEP may be retracted by filing the appropriate documents by June 24, 2012. The TA submitted the Release Notification & Notification Retraction Form on May 30, 2012.


In early June, test results from surrounding wells were delivered to the town. The most significant finding involved elevated salt levels in many drinking water wells–particularly the Shutesbury Department of Public Works (DPW).


Next, I’ll take a look at the most recent environmental issue found on Lot O-32 and how it may affect the taxpayers of Shutesbury.
















Thursday, June 2, 2022

The Highs and Lows of Shutesbury's Annual Town Meeting

 Shutesbury’s 2022 Annual Town Meeting (ATM) was remarkable in many ways. Efforts to increase attendance coupled with a vote on a proposed new library enticed more than 500 voters to show up. The Article 5 library vote rocketed past its ⅔ majority requirement, with 422 in favor to 85 against.


Article 46, the Citizens Petition I sponsored, did not pass. This article requested an immediate set aside of $700,000 in Free Cash reserves to replace the asphalt section of the Shutesbury Elementary School roof. At least I was able to advance the Article from its lowly second-to-last position to place it with other Capital Items, immediately after Article 13.


I wasn’t surprised by the Article’s failure. I remember attending Town Meetings 20 to 25 years ago when a packed gymnasium voted to give the school whatever funds it requested. Over time, I noticed an attitude shift whereby many townsfolk considered a new library building to be a priority. By 2010, the town was considering accepting a library building grant. That is also the time frame when discussions of chronic roof leaks began showing up in Select Board and Finance Committee (FinCom) Minutes.

Questionable Commentary from “The Table”

What did surprise me was the quality of the discussion regarding Article 46. Much of the opposition came from town officials who described the project as a priority while they postponed it yet again. Several incorrect statements regarding Free Cash were made authoritatively by one particular FinCom member, something I found distressing–particularly since it was decided at last year’s ATM that minority opinions must be delivered from an audience microphone, not from the FinCom table.


According to the Division of Local Services (DLS), Free Cash is unused funds from the previous fiscal year’s budget plus any leftover money in the Free Cash account from previous years. The excess budgetary funds can be unspent money from the town’s various departments as well as receipts that exceeded estimates. Free Cash can be offset by certain deficits, can be a negative number and should be limited to paying one-time (not recurring) expenses.


Free Cash can accumulate when the town consistently raises more money in taxes than it spends, resulting in budget surpluses.


Here are a few of the misstatements (paraphrased) put forth from “the table”, usually considered a source of reliable information, with their factual corrections.


Statement:  We can’t drain Free Cash. It is the town’s “rainy day fund”.


Fact: According to the DLS, stabilization funds are considered “rainy day funds”. Free Cash can be drained and, as noted above, can be a negative number. 


Statement: If this Article passes, our Free Cash balance will be -$17,000.


Fact: Using FinCom’s numbers, committing $700,000 in Free Cash reserves would have left the town with nearly $33,000 in the account:


Free Cash ending balance $457,772 

Pending amount for school roof not moved at ATM   + $275,000

        $732,772 

Article 46     - $700,000

        $  32,772


Statement: Free Cash is the town's checkbook. The Treasurer uses it to pay bills. We use it to balance the books, pay bills, etc. after the end of the fiscal year.


Fact: Free Cash is NOT the town’s checkbook. I consulted with Shutesbury’s Treasurer and Accountant, each of whom explained how the town pays its bills throughout the fiscal year and beyond. 


Throughout the year, Department Heads submit invoices and/or receipts to the Town Accountant, who adds them to bi-weekly warrants. The warrants are submitted to the Select Board who approves and signs them. The Treasurer then prints checks, signs, and mails them. The Treasurer is responsible for moving money from a general fund into a payables account to cover the checks.


When bills from one fiscal year come due after the next has begun, Town Accountants use an accounts payable system which expends funds from the previous fiscal year to be paid once the new one has begun. This occurs during the month of July. Money for unpaid bills beyond July are encumbered so the DLS does not count these funds when certifying Free Cash for the newly begun fiscal year.


Statement: We can’t tie up Free Cash for such a long time.


Fact: Without another Town Meeting vote, Free Cash funds cannot be moved again before June 30. After that date, remaining funds are unavailable until they are certified by the state; for Shutesbury, this is usually sometime in the fall. 


No doubt that is why town officials said they would address the roof issue in the fall. However, since Free Cash is unusable from after ATM until the fall anyway, it wouldn’t matter if it was set aside in the spring or the fall.  


The Free Cash allocated by ATM to the proposed library will likely be tied up for a much longer length of time. That project still needs approval from voters, after which it will need its own design and engineering study–no doubt a more time-consuming endeavor than the study for the school roof. 

A Double-Standard for Cash Set Asides

A voter came forward to question the process by which the town allocates money to building projects based on whether a design study has been completed. They asked why the town could not appropriate money for the school roof project when Article 5 asked voters to do so for the proposed library. Neither project had a design study completed, after all.


The Town Administrator went to the microphone to explain that the library project had certain parameters outlined by the MA Board of Library Commissioners, one of which was a required vote on the project before the design phase. The process of having a design study completed is followed by the town in all other projects, she noted.


This is not entirely true. At last year’s ATM, voters passed Article 7, which set aside $17,000 for the SES HVAC control system design study and Article 27, which appropriated $200,000 for doing the work. Why then was it impossible for this year’s ATM to vote on both the design study and the estimated cost for the roof replacement? 


This fact was commented upon by another FinCom member, but no explanation from other town officials was offered.


The word “process” is tossed around quite a bit by town officials but it is unclear how it works. Shutesbury’s process can only be one of three things:


  1. The process is adhered to identically in every circumstance.

  2. The process is adhered to most of the time, but is subject to exceptions.

  3. There is no true process; each case is considered and decided individually.


Considering past practices, it appears Shutesbury’s process is either No. 2 or No. 3. 


In case No. 2, the SES roof project could easily have been made an exception to the rule, just as the HVAC system and the proposed library were excepted. Prioritizing the project should have been no problem considering how long the roof has been leaking.


In case No. 3, the same logic applies. The roof is in poor shape and needs immediate attention. Considering this project on its own merits should have put it at the top of the list.


As I’ve noted in previous posts, the Town Buildings Committee has been advocating for the entire SES roof replacement since 2017.


This year, both the Town Buildings Committee and the School Committee voted to bring a funding request to Shutesbury’s Capital Planning Committee to have the issue placed on the ATM warrant. A majority of the Capital Planning members failed to support that request.

Hopeful Signs?

Still, I feel hopeful regarding our neglected school building. Town officials are speaking publicly about the roof project quite often these days. FinCom has announced a fall Special Town Meeting to vote on funding for the replacement project, which it estimates will be done this fiscal year.  


For the past few years, Shutesbury has failed to secure a grant from the MA School Building Authority to help defray the costs of the roof replacement. This year, the Town Administrator announced that the Authority agreed to tour the SES building, a development attributed to the assistance of our State Senator. Though the Authority is completely independent and immune from political influence, it is good to see town and school officials working together on the school’s behalf. When I spoke with the School Committee chair, it was noted that both the SES Principal and Superintendent made eloquent appeals to the MSBA representative, seemingly to good effect.


Soon we will know whether a true majority of townspeople want to build a new library. Come fall, we will find out whether the SES roof replacement will be postponed once again. On the first issue, we were able to vote twice; on the second, not at all. To my mind, this “process” needs improvement. 


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