[Amended 5-1-2021 ATM; 4-23-2023 ATM by Art. 45; 4-23-2023 ATM by Art. 49; 4-22-2024 ATM by Art. 56; 4-22-2024 ATM by Art. 57]
A.
The purpose of the Groundwater Protection Overlay District is:
(1)
To protect, preserve and maintain the existing and potential groundwater supply and groundwater recharge areas within the known aquifers of the town.
(2)
To preserve and protect present and potential sources of water supply for the public health and safety.
(3)
To conserve the natural resources of the town.
B. AQUIFER AREA OF INFLUENCE CONE-OF-DEPRESSION EXISTING CONDITIONS GLACIOFLUVIAL GLACIOFLUVIAL/LACUSTRINE GLACIOLACUSTRINE GROUNDWATER IMPERVIOUS SURFACE LEACHABLE WASTES MINING OF LAND PRIMARY RECHARGE AREAS PROCESS WASTES RECHARGE RECHARGE AREA SANITARY WASTE SATURATED THICKNESS SATURATED ZONE SOLID WASTES TOXIC OR HAZARDOUS MATERIALS WETLANDS
Definitions. The following definitions apply to specialized words and terms associated with the Groundwater Protection Overlay District:
A geologic formation, group of geologic formations or part of a geologic formation that contains sufficient saturated permeable material to yield significant quantities of water to wells and springs. For purposes of this chapter, only the unconsolidated water-bearing, predominately glacially formed geologic deposits are addressed.
The area which experiences drawdown by a pumping well as plotted on a two dimensional (map) surface.
A three dimensional conical concavity produced in a water table by a pumping well.
Conditions as they occur as of the effective date of this chapter (MGL C. 40A, § 6).
Pertaining to an unconsolidated geologic deposit, which was formed by or in association with glacial meltwater streams, typically resulting in the deposition of sand- and gravel-sized particles.
Pertaining to an unconsolidated geologic deposit which was formed by or in association with the transition zone where glacial meltwater streams flowed into a glacial lake environment, typically resulting in the deposition of sand-, silt- and clay-sized particles in a fining downward sequence. References to such deposits within this chapter refer to the more coarse-grained sediments such as would be associated with a delta.
Pertaining to an unconsolidated geologic deposit which was formed by or in association with a glacial lake environment, typically resulting in the deposition of sand-, silt- and clay-sized particles. References to such deposits within this chapter refer to the fine-grained sediments such as would be associated with lake bottom deposits.
The subsurface water present in aquifers and recharge areas.
Material on the ground that prevents surface water from infiltrating into the soil and underlying groundwater system; impermeable.
Waste materials, including solid wastes, sludge and agricultural wastes, that are capable of releasing waterborne contaminants to the surrounding environment.
The removal of geologic materials, such as topsoil, sand and gravel, metallic ores or bedrock.
Areas that collect precipitation or surface water and directly transmit it to aquifers or areas of pumping influence.
Nondomestic, nontoxic, nonhazardous liquid or solid waste byproducts associated with the manufacture or preparation of a product, including but not limited to hardware, dry goods, foodstuffs and printed material.
The processes involved in the absorption and addition of water to the zone of saturation; also, the amount of water added.
An area in which water is absorbed that eventually reaches the zone of saturation in one or more aquifers.
Wastewaters arising from ordinary domestic water use, as from toilets, sinks and bathing facilities, and containing such concentrations and types of pollutants as to be considered normal wastes. For purposes of this chapter, all references to disposable volume(s) of “sanitary wastes” refer to design standards as outlined in Title V of the State Environmental Code (310 CMR 15.00).
The depth of the saturated zone.
The subsurface zone occurring below the water table where the soil pores are filled with water and the moisture content equals the porosity.
Any discarded solid material, putrescible or nonputrescible, consisting of all combustible and noncombustible solid material, including but not limited to garbage and rubbish.
Any substance or mixture of such physical, chemical or infectious characteristics as to pose an actual or potential hazard to water supplies or other hazard to human health if such substance or mixture were discharged to land or waters of this town. “Toxic or hazardous materials” include, without limitation, organic chemicals, petroleum, heavy metals, radioactive or infectious wastes, acids and alkalines, and include products such as pesticides, herbicides, solvents and thinners. Partial listings of hazardous substances include: MGL C. 21C, the Massachusetts Hazardous Waste Regulations (310 CMR 30.00) and 314 CMR 3.16.
As defined by MGL C. 131, § 40.
C.
Establishment and delineation.
(1)
For the purpose of these districts, there are hereby established within the Town certain aquifer protection areas consisting of aquifers, areas of influence and recharge areas. These areas are determined by standard geologic and hydrologic investigations, which may include drilling observation wells, utilizing existing boring data and stratigraphic profiles, conducting seismic surveys or other geophysical techniques, performing pumping tests, water sampling, geologic mapping and computer modeling.
(2)
The boundaries of these districts are delineated on a map at a scale of one inch equals 1,000 feet, entitled "Zoning Map - Town of Northborough, Massachusetts," on file in the office of the Town Clerk. These boundaries reflect the best hydrogeologic information available as of the date of this map. In the event of a discrepancy between the map and the criteria of Areas 1, 2 and 3 in Subsection C(6) of this section, the map shall control.
(3)
Where a Groundwater Protection District boundary line divides a lot in single or common ownership at the time such district is established, a use authorized on the less restricted portion of such lot may be extended into the more restricted portion but in no case for more than 50 feet over the established line; a special permit from the special permit granting authority for said extension shall be required in accordance with Subsection D(4) of this section.
(a)
Where a lot is located partially in one groundwater protection area and partially in one or more other groundwater protection area(s), the minimum lot size requirement shall conform to the minimum lot size requirement of the groundwater protection area within which the building is located. If the building will be located partially in one groundwater protection area and partially within one or more other groundwater protection area(s), the minimum lot size requirement shall conform to the minimum lot size for the most restrictive groundwater protection area. No land area that lies within a more restrictive groundwater protection area shall be used to satisfy the land area requirement of a less restrictive groundwater protection area.
(4)
Where the bounds as delineated are in dispute, the Town or landowner(s) may engage a professional geologist, hydrogeologist or engineer trained and experienced in hydrogeology to determine more accurately the location and extent of the aquifer or recharge protection areas. Amendments to the district boundaries shall only occur per the requirements of MGL C. 40A, § 5.
(5)
The special permit granting authority shall be the Zoning Board of Appeals, except that for wireless communication facilities applications, two-family dwelling unit applications, or any applications in the Industrial District, the special permit granting authority shall be the Planning Board. The special permit granting authority shall hear and act upon all cases of appeal and petitions for special permits which are brought under this chapter.
(6)
The Groundwater Protection Overlay Districts include the aquifer's significant areas of recharge consisting of:
(a)
Area 1. Area of influence of all existing municipal wells within the town, confirmed by long-term pump test or by stabilized water levels after maximum duration pumping/primary recharge area.
[1]
The cones-of-depression and respective areas of influence and recharge generated by the municipal wells after at least 90 days of continuous pumping at their respective rated capacities or after long-term pumping at their currently utilized capacities (may be based upon computer modeling).
D.
Use regulations. The Groundwater Protection Overlay Districts shall be considered as overlying other zoning districts. Any uses permitted in the portions of the underlying districts shall be permitted, subject to all the provisions of this district. Uses not specifically permitted in this chapter [Subsection D(1) or (3) of this section] shall be prohibited. Where all uses allowed in the underlying district would not be allowed by the overlying Groundwater Protection District, those uses allowed in the Groundwater Protection District shall prevail. Within the Groundwater Protection Overlay Districts, these regulations shall apply:
(1)
The following uses are permitted within the Groundwater Protection Overlay Districts; provided, that all necessary permits, orders or approvals required by local, state or federal law shall have been obtained, and when permitted by the underlying zoning district:
(a)
Area 1.
[1]
Conservation of soil, water, plants and wildlife.
[2]
Outdoor recreation, nature study, boating, fishing and hunting where otherwise legally permitted.
[3]
Landings; foot-, bicycle and/or horse paths; and bridges.
[4]
Proper operation and maintenance of existing dams, splashboards and other water control, supply and conservation devices.
[5]
Agricultural uses: pasture, grazing, hay, gardening, nursery, conservation, forestry and harvesting of crops; provided, that fertilizers, herbicides, pesticides and other leachable materials are not stored outdoors or in any manner which would permit leakage thereof. The appropriateness of the management practices shall be governed by the United States Department of Agriculture or Soil Conservation Service, the Cooperative Extension Service or Massachusetts Department of Food and Agricultural guidelines use regulations.
[6]
Necessary public utilities/facilities designed so as to prevent contamination of groundwater.
[7]
Residential development of single-family dwellings on lots of at least 80,000 square feet in area, such that the increase in post-development net runoff volume shall not exceed existing conditions by more than 15% or such that the impervious cover of the building lot is increased over existing conditions by no more than 15%, such determination to be made by the Building Department in conjunction with the Town Engineer.
[8]
Agricultural, religious, educational and public services as exempted by MGL C. 40A, § 3.
(b)
Area 2.
[1]
All uses permitted in Area 1 and the following uses to the extent permitted in the underlying district.
[2]
Residential development of single-family dwellings on lots of at least 40,000 square feet in area, such that the increase in post-development net runoff volume shall not exceed existing conditions by more than 15% or such that the impervious cover of the building lot is increased over existing conditions by no more than 15%, such determination to be made by the Building Department in conjunction with the Town Engineer.
(c)
Area 3.
[1]
All uses permitted in Areas 1 and 2 above and the following uses to the extent permitted in the underlying district.
[2]
Residential development of single-family, two-family and multifamily dwellings as allowed in the underlying district on lots of at least 20,000 square feet in area where sewage disposal is on-site, such that the increase in post-development net runoff volume shall not exceed existing conditions by more than 15% or such that the impervious cover of the building lot is increased over existing conditions by no more than 15% and any on-site sewage disposal is less than or equal to 220 gallons per day per 10,000 square feet of lot area, such determination to be made by the Building Inspector in conjunction with a staff/consulting civil engineer and other relevant Town staff.
[3]
Commercial development as allowed per underlying zoning that does not involve as accessory uses the manufacture, storage, application, transportation and/or disposal of toxic or hazardous materials, on lots of at least 20,000 square feet in area where sewage disposal is on-site, such that: a) the impervious cover of the building lot is increased over existing conditions by no more than 40% or, where lot coverage will comply with underlying zoning, the proponent can demonstrate and certify that runoff waters leaving the site via surface flow will not violate Class B water quality standards (314 CMR 4.00) and that runoff waters leaving the site via groundwater recharge will not violate Class I groundwater quality standards (314 CMR 6.00); b) the increase in post-development net runoff volume shall not exceed existing conditions by more than 15%; and c) any on-site sewage disposal is less than or equal to 110 gallons per day per 10,000 square feet of lot area, such determination to be made by the Building Inspector in conjunction with a staff/consulting civil engineer and other relevant Town staff.
(2)
The following uses are prohibited:
(a)
Area 1.
[1]
Land uses resulting in the disposal of any waste material, solid or liquid, other than domestic sanitary wastes.
[2]
Any use (except agricultural, religious, educational and public services as exempted by MGL C. 40A, § 3) involving the sale, storage or transportation of fuel, oil or gasoline, other than a maximum of 300 gallons of domestic home heating oil.
[3]
Uses (except agricultural, religious, educational and public services as exempted by MGL C. 40A, § 3) which, as part of normal operating or maintenance procedures, would involve the application, transfer, storage or use of toxic or hazardous materials in quantities greater than normal household use.
[4]
The commercial mining of land.
[5]
Dumping of snow brought in from outside Area 1.
[6]
Storage of road salt or deicing chemicals in quantities greater than normal residential use.
[7]
Automotive and boat service and repair shops, junk and salvage yards.
[8]
Anything prohibited in Areas 2 and 3.
(b)
Areas 2 and 3.
[1]
Disposal of solid wastes, other than brush and stumps.
[2]
The on-site disposal of liquid or leachable wastes other than sanitary domestic wastes or innocuous process wastes.
[3]
Uncovered storage of road salt or deicing chemicals.
[4]
The commercial mining of land to an elevation of less than 10 feet above the maximum high-water table as established by a monitoring program of groundwater levels in observation wells installed at the owner’s expense by a professional geologist, hydrogeologist or engineer in the proposed location of mining.
[5]
Any activity (except agricultural, religious, educational and public services as exempted by MGL C. 40A, § 3) which involves as a principal or accessory use the manufacture, storage, application, transportation and/or disposal of toxic or hazardous materials where such activity would involve outside storage, on-site waste disposal or uncontrolled drainage facilities which would allow discharge to surface or ground waters.
(3)
The following uses are permitted only under the terms of a special permit issued by the special permit granting authority, are subject to Subsection D(1) and (2) of this section and must conform to provisions of the underlying zoning district:
(a)
Area 1.
[1]
Expansion of existing nonconforming uses to the extent allowed by the underlying district. The special permit granting authority shall not grant such approval unless it shall find that such expansion shall not be substantially more detrimental to the water supply than the existing use. In no case shall such permit be issued for a prohibited use.
[2]
Two-family and multifamily residential development on lots of at least 80,000 square feet in area, such that the increase in post-development net runoff volume shall not exceed existing conditions by more than 15% or such that the impervious cover of the building lot is increased over existing conditions by no more than 15% and any on-site sewage disposal is less than or equal to 55 gallons per day per 10,000 square feet of lot area.
[3]
Cluster development, such that developed density over the entire parcel does not exceed one dwelling unit per 80,000 square feet of area, increase in post-development net runoff volume shall not exceed existing conditions by more than 15% or such that the impervious cover of the building lot is increased over existing conditions by no more than 15%.
[4]
In industrial zones, a change in the use of the building shall require a special permit unless a determination is made by the Inspector of Buildings/Zoning Enforcement Officer, Town Engineer and Town Planner finding that such change in use of the building is not more detrimental to the water supply. In the event a special permit is required, the special permit granting authority shall not grant such approval unless it shall find that such change in use shall not be detrimental to the water supply.
(b)
Area 2.
[1]
Expansion of existing nonconforming uses to the extent allowed by the underlying district. The special permit granting authority shall not grant such approval unless it shall find that such expansion shall not be substantially more detrimental to the water supply than the existing use. In no case shall such permit be issued for a prohibited use.
[2]
Two-family and multifamily residential development on lots of at least 40,000 square feet in area, such that the increase in post-development net runoff volume shall not exceed existing conditions by more than 15% or such that the impervious cover of the building lot is increased over existing conditions by no more than 15% and any on-site sewage disposal is less than or equal to 110 gallons per day per 10,000 square feet of lot area.
[3]
Cluster development, such that developed density over the entire parcel does not exceed one dwelling unit per 40,000 square feet of area, increase in post-development net runoff volume shall not exceed existing conditions by more than 15% or such that the impervious cover of the building lot is increased over existing conditions by no more than 15%.
[4]
Commercial development limited to retail shopping, business or professional office on lots of at least 40,000 square feet in area where sewage disposal is on-site and lots of at least 20,000 square feet where sewage disposal is via municipal sewerage, such that the increase in post-development net runoff volume shall not exceed existing conditions by more than 15%, the impervious cover of the building lot is increased over existing conditions by no more than 40% or there is no restriction of lot coverage beyond that provided by underlying zoning where proponent can demonstrate and certify that runoff waters leaving the developed site via surface flow will not violate Class B water quality standards (314 CMR 4.00) and runoff waters leaving the site via groundwater recharge will not violate Class I groundwater quality standards (314 CMR 6.00), and any on-site sewage disposal is less than or equal to 110 gallons per day per 10,000 square feet of lot area.
[5]
Industrial development on lots of at least 60,000 square feet in area, such that the increase in post-development net runoff volume shall not exceed existing conditions by more than 15%, the impervious cover of the building lot is increased over existing conditions by no more than 40% or the lot coverage does not exceed that amount of lot coverage permitted by underlying zoning where proponent can demonstrate and certify, except to the extent of naturally occurring pH and temperature components of surface water quality and groundwater quality standards, that runoff waters leaving the developed site via surface flow will not cause a violation of Class B water quality standards (314 CMR 4.00) and runoff waters leaving the site via groundwater recharge will not cause a violation of Class I groundwater quality standards (314 CMR 6.00), and any on-site sewage disposal is less than or equal to 110 gallons per day per 10,000 square feet of lot area and any water supply developed on site shall not diminish the total safe yield of any Town of Northborough water supply.
[6]
Commercial or industrial activities which involve as accessory uses the manufacture, storage, application, transportation and/or disposal of toxic or hazardous materials; provided, that there shall be no on-site disposal of any waste or process materials, no outside storage of toxic or hazardous materials, contained drainage facilities in areas of potential spillage or release, adequate contingency plans in case of spillage or release and approved routing of suppliers and haulers of any toxic or hazardous materials to or from the state. The proponent for a building or occupancy permit must demonstrate and certify on an annual basis to the Building Department and Board of Health that all applicable federal, state and Town of Northborough licenses, permits and standards for the handling, use, storage and disposal of any regulated materials have been obtained or met.
[7]
In industrial zones, a change in the use of the building shall require a special permit unless a determination is made by the Inspector of Buildings/Zoning Enforcement Officer, Town Engineer and Town Planner finding that such change in use of the building is not more detrimental to the water supply. In the event a special permit is required, the special permit granting authority shall not grant such approval unless it shall find that such change in use shall not be detrimental to the water supply.
(c)
Area 3.
[1]
Expansion of existing nonconforming uses to the extent allowed by the underlying district. The special permit granting authority shall not grant such approval unless it shall find that such expansion shall not be substantially more detrimental to the water supply than the existing use. In no case shall such permit be issued for a prohibited use.
[2]
Any use involving on-site disposal of process wastes.
[3]
Industrial development on lots of at least 60,000 square feet in area, such that the increase in post-development net runoff volume shall not exceed existing conditions by more than 15%, the impervious cover of the building lot is increased over existing conditions by no more than 40% or the lot coverage does not exceed that amount of lot coverage permitted by underlying zoning where proponent can demonstrate and certify, except to the extent of naturally occurring pH and temperature components of surface water quality and groundwater quality standards, that runoff waters leaving the developed site via surface flow will not cause a violation of Class B water quality standards (314 CMR 4.00) and runoff waters leaving the site via groundwater recharge will not cause a violation of Class I groundwater quality standards (314 CMR 6.00), and on-site sewage disposal is less than or equal to 220 gallons per day per 10,000 square feet of lot area and any water supply developed on site shall not diminish total safe yield of any Town of Northborough water supply.
[4]
Commercial or industrial activities which involve as accessory uses the manufacture, storage, application, transportation and/or disposal of toxic or hazardous materials; provided, that there shall be no on-site disposal of any waste or process materials, no outside storage of toxic or hazardous materials, controlled/contained drainage facilities in areas of potential spillage or release, adequate contingency plans in case of spillage or release and approved routing of suppliers and haulers of any toxic or hazardous materials to or from the site. The proponent for a building or occupancy permit must demonstrate on an annual basis to the Building Department and Board of Health that all applicable federal, state and Town of Northborough licenses, permits and standards for the handling, use, storage and disposal of any regulated materials have been obtained or met.
[5]
In industrial zones, a change in the use of the building shall require a special permit unless a determination is made by the Inspector of Buildings/Zoning Enforcement Officer, Town Engineer and Town Planner finding that such change in use of the building is not more detrimental to the water supply. In the event a special permit is required, the special permit granting authority shall not grant such approval unless it shall find that such change in use shall not be detrimental to the water supply.
(4)
Procedures for issuance of special permit.
(a)
Each application for a special permit shall include:
[1]
A complete list of all chemicals, pesticides, fuels and other potentially toxic or hazardous materials to be used or stored on the premises in quantities greater than those associated with normal household use, accompanied by a description of measures proposed to protect all storage containers/facilities from vandalism, corrosion and leakage and to provide for control of spills.
[2]
A description of potentially toxic or hazardous wastes to be generated, indicating storage and disposal methods.
[3]
Evidence of approval by the Massachusetts Department of Environmental Protection (DEP) of any industrial waste treatment or disposal system or any wastewater treatment system over 15,000 gallons per day capacity.
[4]
For underground storage of toxic or hazardous materials, evidence of qualified professional supervision of system design and installation.
[5]
Analysis by a technically qualified expert certifying that the quality and supply of the underlying groundwater resources will not be degraded to the point whereby a hazard to public health or ecological damage results.
(b)
Each application for a special permit shall be filed with the Town Clerk for transmittal to the special permit granting authority and shall be accompanied by nine copies of the plan (minimum scale of one inch equal to 100 feet). Such special permit shall be granted if the special permit granting authority determines that the intent of this chapter as well as its specific criteria are met. In making such determination, special permit granting authority shall give consideration to the simplicity, reliability and feasibility of the control measures proposed and the degree of threat to water quality which would result if the control measures failed.
(c)
Upon receipt of the special permit application, the Town Clerk shall transmit one copy each to the Board of Selectmen, Conservation Commission, Planning Board, Board of Health and Water and Sewer Commissioners for their written recommendations. Failure to respond in writing to the clerk of the special permit granting authority within 21 days following receipt of the application by the applicable board or commission shall indicate no objection by said board or commission.
(d)
The special permit granting authority shall hold a hearing, in conformity with the provisions of MGL C. 40A, § 9, within 65 days after the filing of the application with the special permit granting authority and after the review of the aforementioned town bodies. Notice of the public hearing shall be given by publication and posting and by first-class mailings to parties in interest, as defined in MGL C. 40A, § 11. The decision of the special permit granting authority and any modification or renewal thereof shall be filed with the Town Clerk within 90 days following the close of the public hearing. Failure of the special permit granting authority to act within 90 days shall be deemed as a granting of the permit. However, no work shall commence until a certification is recorded as required by MGL C. 40A, § 11.
(e)
After notice and public hearing and after coordinating, clarifying and weighing the comments received, the special permit granting authority may grant such a special permit; provided, that it finds that the proposed use:
[1]
Meets the purpose and intent of this chapter and will not derogate from the purpose of the Groundwater Protection Overlay Districts.
[2]
Will not, during construction or thereafter, impair ambient groundwater quality or reduce existing recharge capacity beyond that allowed per this chapter.
[3]
Will not adversely affect the quality or the yield of an existing or potential water supply.