SECTION 1. Chapter 21B of the General Laws is hereby amended by adding the following section:-
Section 16. Notwithstanding any general or special law to the contrary, an entity seeking a permit to mine or expand a quarry shall, as a condition of obtaining the permit, test the proposed area for the presence of pyrite or pyrrhotite and provide a geological source report prepared by a geologist certified by the American Institute of Professional Geologists, licensed in an adjacent state or with an acceptable equivalent credential or experience to the state geologist. The content and scope of the geological source report are subject to approval by the executive office of energy and environmental affairs in consultation with the state geologist. The report shall include an operations plan, the requirements of which shall be established by the executive office in consultation with the state geologist and a representative nominated by the Massachusetts Concrete and Aggregate Producers Association, Inc., and core samples; provided, however, that an entity seeking a permit for a currently active quarry that has a satisfactory performance history shall not be required to include core samples.
Active quarries with satisfactory performance histories shall have a certified geologist perform an inspection of the face material, prepare a log of the geology and prepare an update to the operations plan annually. Active quarries shall update their geological source report every 4 years.
Aggregate testing shall be performed by a testing laboratory in accordance with appropriate and available American Society for Testing and Materials standards or other suitable procedures to measure total sulfur content and to identify the existence of pyrrhotite. A rapid total sulfur test shall be performed to determine whether a representative aggregate sample is at risk to contain deleterious sulfides with a focus on pyrrhotite. This test may be conducted using an X-ray florescence test or purge and trap gas chromatography analysis. Representative samples weighing 10 pounds shall be collected and managed in accordance with the American Society for Testing and Materials’ D75/D75M-19 Standard Practice for Sampling Aggregates and analyzed. If the total sulfur content in per cent-by-mass is less than 0.1 per cent, the test shall be filed with state geologist and the aggregate approved for 4 years. If the total sulfur content in per cent-by-mass is greater than 1.0 per cent, the aggregate shall not be permitted for use in concrete. If the total sulfur content in per cent-by-mass is less than 1.0 per cent but greater 0.1 per cent, further testing is required as set forth in stage 2 of this aggregate testing protocol. In stage 2 of aggregate testing, additional testing shall include testing for pyrrhotite using X-ray diffraction, magnetic susceptibility or petrographic analysis to determine the presence and relative abundance of pyrrhotite. If no pyrrhotite is present, the test shall be filed with state geologist and the aggregate approved for 1 year. If pyrrhotite is present, petrographic analysis based on the American Society for Testing and Materials’ C295/C295M-19 Standard Guide for Petrographic Examination of Aggregates for Concrete and definitions in the American Society for Testing and Materials’ C294-19 Standard Descriptive Nomenclature for Constituents of Concrete Aggregates shall be used to make determinations that affect the acceptance and use of an aggregate.
During the testing protocol, a deleterious materials determination shall be made from aggregate samples that are examined for the presence of various materials known to cause distress such as sulfide minerals. The aggregate may be rejected based on the analytical results or additional testing may be required as directed by the state geologist prior to approval of aggregate for use in concrete. Additional testing may include a mortar bar expansion test under American Society for Testing and Materials’ C1293-20a Standard Test Method for Determination of Length Change of Concrete Due to Alkali-Silica Reaction. In any case, if pyrrhotite is present, the level of admissibility for total sulfur content in per cent-by- mass shall be less than 0.1%.
If no pyrite or pyrrhotite is detected, the permit may be issued subject to the requirements of the municipality in which it is sought. If pyrite or pyrrhotite is detected, the permit may be issued, subject to the restriction that materials mined from the quarry shall not be used in aggregate product used to make residential or commercial foundations. If material is used in aggregate product used to make residential or commercial foundations, the contractor who used such materials and the entity that owns and operates the quarry shall be liable for property damage resulting from the use of such aggregate product. Producers of aggregate and concrete products shall maintain a record of the aggregate source in concrete batches for not less than 30 years.
The executive office of energy and environmental affairs in consultation with the state geologist shall catalogue and maintain the quarry data under this section.
SECTION 2. Chapter 59 of the General Laws is hereby amended by inserting after section 59A the following section:-
Section 59B. (a) Notwithstanding any general or special law to the contrary, the owner of real property in the commonwealth that is: (i) built on or after January 1, 1983; and (ii) located within a 50-mile radius of in Stafford Springs, Connecticut may apply for a residential property tax abatement with their board of assessors due to the presence of pyrite or pyrrhotite minerals in the foundation.
(b) To qualify for an abatement under subsection (a), the owner shall provide the following to the board of assessors: (i) not less than 2 core samples from the foundation proving the presence of pyrite and pyrrhotite minerals; or (ii) a certified visual inspection conducted by a professional civil engineer.
The owner of the real property shall also provide the board of assessors with a certified estimate of the cost to repair the foundation.
(c) Upon the receipt of the documentation under subsection (b), the board of assessors shall determine a value per square foot of foundation and percentage of functional obsolescence. If an abatement is sought on multiple properties within a municipality the board of assessors shall determine a general value per square foot of foundation and percentage of functional obsolescence to be used for all properties with said municipality. The board of assessors shall use the value and percentage to calculate the reduction in assessment for each affected property. Such reductions shall be effective until the foundation is repaired or replaced.
SECTION 3. Chapter 143 of the General Laws is hereby amended by adding the following section:-
Section 110. Notwithstanding any general or special law to the contrary, fees for building permits for work associated with crumbling concrete foundations replacement shall be waived. In order to qualify for the waiver of fees, the applicant shall provide written documentation showing that pyrite or pyrrhotite minerals are present in the foundation to be replaced. Nothing in this section shall waive any of the permit application requirements, including, but not limited to, holding public hearings, associated with a permit application. A determination to waive fees is not a guarantee of the issuance of a permit.
SECTION 4. Chapter 175 of the General Laws is hereby amended by adding the following section:-
Section 231. A captive insurance company may operate in the commonwealth for the purpose of providing assistance to owners of residential buildings with concrete foundations that have deteriorated due to the presence of pyrrhotite, including overseeing the evaluation, repair, replacement and reimbursement of qualified residential crumbling foundations; provided, however, that any such captive insurer shall comply with the relevant laws and regulations for the offering of homeowner’s insurance coverage; and provided further, that such captive insurer shall register with the state secretary to do business in the commonwealth.
SECTION 5. Chapter 184 of the General Laws is hereby amended by adding the following section:-
Section 36. A person selling or leasing a residential property, shall provide a written residential condition report to a prospective purchaser prior to the prospective purchaser's execution of a binder, contract to purchase or lease or option. The report shall include, but not be limited to, a statement as to whether:
(i) the foundation of the property is made of concrete and, if the foundation is made of concrete, a further statement that the prospective purchaser should have the foundation inspected by a professional structural engineer licensed in the commonwealth for deterioration of the foundation due to the presence of the pyrite or pyrrhotite mineral;
(ii) the seller has knowledge of any testing or inspection done by any licensed professional related to a foundation on the property; provided, however, that if the seller acknowledges testing or inspection then a report of the findings of the testing or inspection shall be provided to the prospective purchaser;
(iii) the seller has knowledge of any repairs related to a foundation on the property; provided, however, that if the seller acknowledges such repairs, any documentation of the nature and scope of the repairs, if available, shall be provided to the prospective purchaser; and
(iv) the seller is aware of any prior or pending litigation, government agency or administrative action, order or lien on the premises related to the presence of pyrite or pyrrhotite mineral in the foundation; provided, however, that if the seller acknowledges such prior or pending legislation, government agency or administrative action, order or lien on the premises, the seller shall provide any documentation, if available, to the prospective purchaser.
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