HomeMy Public PortalAboutWQRC Packet 10-22-21Town of Brewster Water Quality Review Committee
2198 Main St., Brewster, MA 02631
wqrcmeeting@brewster-ma.gov
(508) 896-3701
MEETING AGENDA
Remote Participation Only
October 22, 2021 at 9 a.m.
This meeting will be conducted by remote participation pursuant to Chapter 20 of the Acts of 2021. No in-person meeting attendance
will be permitted. If the Town is unable to live broadcast this meeting, a record of the proceedings will be provided on the Town
website as soon as possible.
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Water Quality
Review
Committee
Cyndi Baran
Chair
Amy von Hone
Vice Chair
Roberta Barrett
Ned Chatelain
Kimberley Crocker
Pearson
Penny Holeman
Chris Miller
Davis Walters
CPC Assistant
Beth Devine
1.Call to Order
2.Declaration of a Quorum
3.Meeting Participation Statement
4.Discuss Proposed Article XI Water Quality Protection District Bylaw Revisions to be
presented at Brewster Town Meeting November 15, 2021
5.Discussion and Vote on American Tower Renewal
6.Approval of Minutes from 3/26/21
7.For Your Information
8.Matters Not Reasonably Anticipated by the Chair
9.Next Meeting: TBD
10.Adjournment
Date Posted:Date Revised:Received by Town Clerk:
Article XI
Water Quality Protection District
[Added 5-9-1994 ATM, Art. 51]
§ 179-53 Purpose.
[Amended 11-17-2008 FYTM, Art. 17]
The purposes of this Water Quality Protection Bylaw are:
A. To promote the health, safety, and general welfare of the community by ensuring an adequate quality
and quantity of drinking water for the residents, institutions, and businesses of the Town of Brewster;
B. To preserve and protect all existing and potential sources of drinking water supplies within Brewster's
borders;
C. To identify uses that should be prohibited or allowed only by special permit and to establish
performance standards that must be met for all uses within a Zone I, Zone II and/or the District
of Critical Planning Concern ("DCPC").
D. To protect groundwater and surface water resources from viral, pathogenic, phosphorus and nitrogen
contamination and pollution from stormwater runoff;
E. To complement the commonwealth's Department of Environmental Protection regulations governing
groundwater protection and the commonwealth's efforts to protect surface and coastal waters;
F. To protect other sensitive water resource areas, including those land areas that contribute recharge to
private drinking water supply wells;
G. To conserve the natural resources of the Town; and
H. To prevent temporary and permanent contamination of the water resources of the Town.
§ 179-54 Scope of authority; overlay district.
[Amended 11-17-2008 FYTM, Art. 17; 10-19-2009 FYTM, Art. 18]
This bylaw establishes regulations governing land uses and structures and their potential impact upon the
Town's water resources. The provisions of Article XI are superimposed over all zoning districts and all land
within the Town of Brewster and shall function as an overlay district. Where this article establishes rules,
regulations, requirements, standards or provisions that are stricter than the underlying zoning districts,
including those uses and structures found in Table 1 of the Zoning Bylaw, the provisions of this article shall
control. In addition, this article establishes specific requirements for land uses and activities within those
portions of the Town of Brewster mapped and identified on the Zoning Map as the District of Critical
Planning Concern , entitled "Brewster Water Protection District," as adopted by the Barnstable County
Assembly of Delegates pursuant to the Cape Cod Commission Act, which includes "Zone I" and "Zone II"
and the "Groundwater Protection District" and the "Pleasant Bay Watershed."
§ 179-55 Definitions.
[Amended 11-17-2008 FYTM, Art. 17]
As used in this article, the following terms shall have the following meanings indicated:
AQUIFER
Geologic formation composed of rock, sand, or gravel that contains significant amounts of potentially
recoverable water.
BEST MANAGEMENT PRACTICES
Means Any structural or nonstructural mechanism designed to minimize the impact of non-point source
pollution on receiving waters or resources, including, but not limited to: detention ponds, construction or
installation of vegetative swales and buffers, street cleaning, reduced road salting, and public education
programs.
BUILDER'S ACRE
A unit of land measure equal to 40,000 square feet, which is considered a building acre in accordance
with standard real estate practices.
COMMERCIAL FERTILIZERS
Any substance containing one or more recognized plant nutrients which is used for its plant nutrient
content and which is designed for use, or claimed by its manufacturer to have value, in promoting plant
growth. Commercial fertilizers do not include unmanipulated animal and vegetable manures, marl, lime,
limestone, wood ashes, and gypsum.
EARTH REMOVAL
The removal or relocation of geologic materials, such as topsoil, sand, gravel, metallic ores, or bedrock.
Mining activities are considered earth removal, whether the disturbed natural materials are removed
from the site or reworked on the site.
DEP
The Massachusetts Department of Environmental Protection.
DEVELOPMENT
The construction, reconstruction, conversion, structural alteration, relocation, or enlargement of any
structure; any mine, excavation, landfill, or land disturbance; and/or any change in use, or alteration or
extension of the use, of land.
DISCHARGE
The accidental or intentional disposal, deposit, injection, dumping, spilling, leaking, incineration, or
placing of toxic or hazardous material or waste upon or into any land or water so that such hazardous
waste or any constituent thereof may enter the land or waters of Brewster. Discharge includes, without
limitation, leakage of such materials from failed or discarded containers or storage systems and disposal
of such materials into any on-site leaching structure or sewage disposal system.
HAZARDOUS OR TOXIC MATERIALS
Any substance or mixture of physical, chemical or any infectious characteristics posing a significant,
actual or potential hazard to water supplies or other hazards to human health if such substance or
mixture were discharged to land or water of the Town of Brewster. Hazardous or toxic materials
include, without limitation, organic chemicals, petroleum products, heavy metals, radioactive or
infectious wastes, acids and alkalis, solvents and thinners and products such as pesticides, herbicides in
quantities greater than normal household use; and all substances defined as hazardous or toxic under
MGL c. 21C and MGL c. 21E, using the Massachusetts Oil and Hazardous Substance List (310 CMR
40.0000), and 310 CMR 30.000.
HAZARDOUS MATERIAL OR WASTE, HOUSEHOLD QUANTITY OF
Any or all of the following:
A. Two hundred seventy-five gallons or less of oil on site at any time to be used for heating of a structure
or to supply an emergency generator; and
B. Twenty-five gallons (or the dry weight equivalent) or less of other hazardous materials on site at any
time, including oil not used for heating or to supply an emergency generator; and
C. A quantity of hazardous waste at the very small quantity generator level as defined in the Massachusetts
Hazardous Waste Regulations, 310 CMR 30.353.
HISTORICAL HIGH GROUNDWATER TABLE ELEVATION
A groundwater elevation determined from monitoring wells and historical water table fluctuation data
compiled by the United States Geological Survey.
IMPERVIOUS SURFACE
Material or structure on, above or below the ground that does not allow precipitation or surface water to
penetrate directly into the soil.
LANDFILL
A facility established in accordance with a valid site assignment for the purposes of disposing of solid
waste into or on the land, pursuant to 310 CMR 19.006.
LOT
As per § 179-2, Definitions.
MINING
The removal or relocation of geologic materials, such as topsoil, sand, gravel, metallic ores or bedrock
whether the disturbed natural materials are removed from the site or reworked on the site.
NITROGEN MANAGEMENT
The process of ensuring that nitrogen generated by land uses does not exceed established capacities of
the resources receiving nitrogen inputs.
NONSANITARY WASTEWATER
Wastewater discharges from industrial and commercial facilities containing wastes from any activity
other than collection of sanitary sewage, including, but not limited to, activities specified in the Standard
Industrial Classification (SIC) Codes set forth in 310 CMR 15.004(6).
OPEN DUMP
A facility which is operated or maintained in violation of the Resource Conservation and Recovery Act
[42 U.S.c. § 4004(a)(b)], or the regulations and criteria for solid waste disposal.
PETROLEUM PRODUCT
Petroleum or petroleum byproduct, including, but not limited to: fuel oil; gasoline; diesel; kerosene;
aviation jet fuel; aviation gasoline; lubricating oils; oily sludge; oil refuse; oil mixed with other wastes;
crude oils; or other liquid hydrocarbons regardless of specific gravity. Petroleum product shall not
include liquefied petroleum gas, including, but not limited to, liquefied natural gas, propane or butane.
POTENTIAL DRINKING WATER SOURCES
Areas that could provide significant potable water in the future.
PROCESS WASTEWATER
All wastewater disposed of onsite other than sanitary wastewater.
RECHARGE AREAS
Areas that collect precipitation or surface water and carry it or have it pumped to aquifers. Recharge
areas may include areas designated as Zone I, Zone II or Zone III.
SEPTAGE
The liquid, solid, and semisolid contents of privies, chemical toilets, cesspools, holding tanks, or other
sewage waste receptacles. Septage does not include any material that is a hazardous waste, pursuant to
310 CMR 30.000.
SLUDGE
The solid, semisolid, and liquid residue that results from a process of wastewater treatment or drinking
water treatment. Sludge does not include grit, screening, or grease and oil which are removed at the
headworks of a facility.
STORMWATER MANAGEMENT
The process of ensuring that the magnitude and frequency of stormwater runoff does not increase the
hazards associated with flooding and that water quality is not compromised by untreated stormwater
flow.
SUBDIVISION
The division or redivision of a lot, tract, or parcel of land into two or more lots, tracts, or parcels in
accordance with MGL c. 41 § 81L.
TIGHT TANK
Any and all containers or devices with regard to or used for wastewater disposal as defined and
regulated by the State Sanitary Code, 310 CMR 15.260.
TREATMENT WORKS
Any and all devices, processes and properties, real or personal, used in the collection, pumping,
transmission, storage, treatment, disposal, recycling, reclamation, or reuse of waterborne pollutants, but
not including any works receiving a hazardous waste from off the site of the works for the purpose of
treatment, storage, or disposal.
VERY SMALL QUANTITY GENERATOR
Any public or private entity, other than residential, which produces less than 27 gallons (100 kilograms)
a month of hazardous waste or waste oil, but not including any acutely hazardous waste as defined in
310 CMR 30.136.
WASTE OIL RETENTION FACILITY
A waste oil collection facility for automobile service stations, retail outlets, and marinas which is
sheltered and has adequate protection to contain a spill, seepage, or discharge of petroleum waste
products in accordance with MGL c. 21, § 52A.
WATER QUALITY REVIEW COMMITTEE (WQRC)
Committee to be appointed by the Select Board to include eight members; one member each from the
Select Board, Board of Health, Planning Board, Conservation Commission, Comprehensive Water
Planning Committee and Water Commissions, the Brewster Building Commissioner and the Brewster
Health Agent. At the initial appointment, to occur no later than three weeks after the effective date of
this bylaw, members other than the Building Commissioner and the Health Agent shall be appointed for
one-, two- and three-year terms and thereafter all members shall be appointed for three-year terms. The
Building Commissioner and Health Agent shall serve as members of the WQRC while they are
employed in their respective positions.
[Amended 11-18-2013 FYTM, Art. 10; 11-13-2017 FYTM, Art. 13]
ZONE I
The immediate land area around a well. It is defined as a four-hundred-foot protective radius for wells
greater than 100,000 gpd and a radius of 100 to 400 feet for wells less than 100,000 gpd, depending
upon the pumping rate. The Zone I must be owned by the water supplier or controlled through a
conservation restriction. Only water supplier activities are allowed in the Zone I.
ZONE II
The DEP-approved area of an aquifer which contributes water to a well under the most severe pumping
and recharge conditions that can be realistically anticipated as defined in 310 CMR 22.00. The Zone II
includes the Zone I.
ZONE III
The land area beyond the area of Zone II from which surface water and groundwater drain into Zone II.
Zone III boundaries are determined by identifying the topographic surface water drainage divides. The
surface water drainage area commonly coincides with the groundwater drainage; however, in areas
where they are not coincident, the Zone III encompasses both the surface and groundwater drainage
area.
§ 179-56 Use regulations.
[Amended 11-17-2008 FYTM, Art. 17]
A. Provided that all necessary permits, orders, or approvals as required by local, county, state, or federal
law are also obtained and notwithstanding any requirement to the contrary found within this article, the
following uses and activities shall not independently trigger the need for a Special Permit and shall
be allowed as long as the uses and activities comply with applicable be exempted from the
requirements of this article and may occur without a special permit Performance Standards
established in Section 179-57.
(1) Continuous transit: the transportation of hazardous wastes or materials, provided that the transporting
motor vehicle is in continuous transit;
(2) Vehicular and lawn maintenance fuel and lubricant use: the use in a vehicle or lawn maintenance
equipment of any hazardous material solely as fuel or lubricant in that vehicle or equipment fuel tank;
(3) Retail/wholesale sales/office/commercial uses with a lot size below 40,000 square feet and building
area less than 5,000 square feet that store or handle hazardous materials or wastes in amounts that do
not exceed household quantities;
(4) Construction activities: The activities of constructing, repairing, or maintaining any building or
structure, provided that all contractors, subcontractors, laborers, and their employees follow all local,
county, state and federal laws when using, handling, storing, or producing any hazardous materials or
wastes;
(5) Household use: the household use of hazardous materials or wastes in amounts that do not exceed
household quantities;
(6) Municipal use: the municipal use of hazardous materials and any materials stored and used for the sole
purpose of water supply treatment or as required by law;
(7) Storage of oil(s): the storage of oil(s) used for heating fuel, provided that the container used for such
storage shall be located within an enclosed structure that is sufficient to preclude leakage of oil to the
external environment and to afford routine access for visual inspection and shall be sheltered to prevent
the intrusion of precipitation;
(8) Conservation of soil, water, plants, and wildlife;
(9) Outdoor recreation, nature study, boating, fishing, and hunting where otherwise legally permitted;
(10) Normal operation and maintenance of existing water bodies and dams, splash boards, and other water
control, supply and conservation devices;
(11) Use and development of single-family residential dwelling units;
(12) Use of land pursuant to an approved definitive subdivision plan, special permit, or variance;
(13) Farming, gardening, nursery, conservation, forestry, harvesting, and grazing;
(14) Construction, maintenance, repair, and enlargement of drinking-water-supply-related facilities such as,
but not limited to, wells, pipelines, aqueducts, and tunnels;
(15) Underground storage tanks related to permitted activities.
B. Prohibited uses within the Town of Brewster. The following uses are prohibited throughout and within
the Town of Brewster:
(1) (Reserved)
(2) Landfills receiving only wastewater and/or septage (wastewater residuals "monofils") as defined in 310
CMR 32.05, approved by the DEP pursuant to MGL c. 21, §§ 26 through 53; MGL c. 111, § 17; MGL
c. 83, §§ 6 and 7, and regulations promulgated thereunder.
(3) Storage of sludge and septage, as defined in 310 CMR 32.05, unless such storage is in compliance with
310 CMR 32.30 and 310 CMR 32.31.
(4) Storage of deicing chemicals, chemically treated abrasives or other chemicals used for the removal of
ice and snow on roads, unless such storage, including loading areas, is within a structure designed to
prevent the generation and escape of contaminated runoff or leachate.
(5) Storage of animal manure, unless such storage is covered or contained within a structure designed to
prevent the generation and escape of contaminated runoff or leachate.
(6) Earth removal not consistent with § 179-39 of the Brewster Zoning Bylaw.
(7) Facilities that generate, treat, store or dispose of hazardous waste subject to MGL c. 21C and 310 CMR
30.000, except for the following:
(a) Very small quantity generators of Class A regulated recyclable material as defined under 310 CMR
30.000.
(b) Household hazardous waste centers and collection events under 310 CMR 30.390.
(c) Waste oil retention facilities required by MGL c. 21, § 52A.
(d) Water remediation treatment works approved by the Department of Environmental Protection (DEP)
designed in accordance with 314 CMR 5.00 for the treatment of contaminated groundwater or surface
waters and operated in compliance with MGL c. 21E and 310 CMR 40.0000.
(8) Automobile graveyards and junkyards, as defined in MGL c. 140B, § 1.
(9) Storage of dry hazardous materials, as defined in MGL c. 21E, unless in a freestanding container within
a building or above ground with adequate secondary containment adequate to contain a spill the size of
the container's total storage capacity.
(10) Storage of fertilizers unless such storage is within a structure designed to prevent the generation and
escape of contaminated runoff or leachate.
(11) Land uses that result in rendering impervious any lot or parcel more than 15% or 2,500 square feet,
whichever is greater, unless a system for artificial recharge of precipitation is provided that will not
result in the degradation of groundwater quality.
(12) Any commercial floor drainage system which discharges to the ground without a DEP permit or
authorization.
C. Prohibited uses within Zones I and Zones II of the Groundwater Protection District. The following uses,
which may be allowed in other areas of the Town of Brewster, are prohibited in Zones I and II of the
Groundwater Protection District. Notwithstanding language to the contrary found within § 179-52 of the
Zoning Bylaw, no variance for a use or activity not otherwise permitted shall be granted by the Board of
Appeals within Zones I or Zones II of the Groundwater Protection District.
(1) Storage of liquid petroleum and/or liquid hazardous products (as defined in MGL c. 21E), except the
following: normal household use, outdoor maintenance and heating of a structure; fuel storage facilities
as licensed by the Town; waste oil retention facilities required by statute, rule or regulation; emergency
generators required by statute, rule or regulation.
(2) Petroleum, fuel oil, and heating oil bulk stations and terminals, including, but not limited to, those listed
under Standard Industrial Classification (SIC) Codes 5983 and 5171, not including liquefied petroleum
gas.
(3) Treatment works that are subject to 314 CMR 5.00 (not Title 5 septic systems), including privately
owned sewage treatment facilities, except for the following:
(a) The replacement or repair of an existing treatment works that will not result in a system capacity greater
than the system capacity of the existing treatment works;
(b) The replacement of existing subsurface sewage disposal system(s) with wastewater treatment works that
will not result in a system capacity greater than the system capacity of the existing system(s);
(c) Treatment works approved by DEP designed for the treatment of contaminated groundwater; and
(d) Sewage treatment facilities in those areas with existing water quality problems when it has been
demonstrated to DEP and the Planning Board's satisfaction that these problems are attributable to
current septic problems and that there will be a net improvement in water quality.
(4) Stockpiling and disposal of snow or ice removed from highways and streets located outside of a Zone II
that contains sodium chloride, chemically treated abrasives or other chemicals used for snow and ice
removal.
(5) Earth removal, consisting of the removal of soil, loam, sand, gravel, or any other earth material within
10 vertical feet of historical high groundwater table elevation, as determined from monitoring wells and
historical water table fluctuation data compiled by the United States Geological Survey.
(6) Industrial and commercial uses which discharge process wastewater on site.
(7) Facilities or works for the treatment or disposal of nonsanitary wastewater that are subject to 314 CMR
5.00, or that discharge to the ground nonsanitary wastewater, including industrial and commercial
process wastewater, except the following:
(a) The replacement or repair of an existing system/treatment works that will not result in a design capacity
greater than the design capacity of the existing system/treatment works;
(b) Treatment works approved by the Department of Environmental Protection designed for the treatment of
contaminated groundwater and operating in compliance with 314 CMR 5.05(3) or 5.05(13); and
(c) Publicly owned treatment works.
(8) Storage of commercial fertilizers, as defined herein and in MGL c. 128, § 64.
(9) Gasoline stations, automotive service stations or car washes or motor vehicle or commercial boat
storage or repair. For the purposes of this chapter, "commercial" is defined as any activity involving the
sale of goods or services carried out with the intent of earning a profit.
(10) Dry-cleaning establishments.
D. Uses/structures allowed by special permit.
(1) Unless otherwise exempted or prohibited elsewhere by this article and as otherwise permitted in the
underlying zoning district, the following uses and activities shall require a special permit from the
Planning Board. Where the use or activity requires a special permit from another special permit granting
authority, the provisions of this article shall nevertheless apply, although the Planning Board and the
other special permit granting authority may hold a combined public hearing pursuant to MGL c. 40A,
§ 9 in lieu of separate public hearings:
(a) (Reserved)
(b) The application for the construction of 10 or more dwelling units, whether on one or more contiguous
lots, tracts, or parcels, or whether contained within one or more structures;
(c) The application for a nonresidential use of 40,000 square feet or greater in lot size or 5,000 square feet
or greater of gross floor area;
(2) Provided that the following uses and/or structures are permitted by the underlying zoning district and
other relevant regulations, a special permit may be issued by the Planning Board for the following uses
and/or structures, provided that the Planning Board may impose conditions upon the use or structure,
consistent with the authority provided in MGL c. 40 § 9, such that the use or structure will not, in the
Planning Board's sole judgment, be inconsistent with the purpose and intent of this bylaw.
Notwithstanding the powers hereby conveyed by this article and MGL c. 40A, § 9 to the Planning Board
and in recognition of the expertise found within the members of the Water Quality Review Committee,
the Planning Board shall, in accordance with the procedures of MGL c. 40A, § 11, cause all applications
for a special permit pursuant to this article to be submitted to the Water Quality Review Committee for
the Committee's comments and recommendations as provided by MGL. c. 40A, § 11. The Planning
Board shall include in its decision an explanation regarding any substantive deviation from the
Committee's recommendation regarding the approval, denial, or conditional approval of the special
permit application.
(a) The application of fertilizers for nondomestic or nonagricultural uses. Such applications shall be made
in a manner so as to minimize adverse impacts on groundwater due to nutrient transport, deposition and
sedimentation and shall conform to Chapter 119 of the Brewster Town Code, Fertilizer Nutrient
Control. [Amended 11-18-2019FYTM, Art. 6]
(b) The construction of dams or other water control devices, ponds, pools or other changes in water bodies
or courses, created for swimming, fishing or other recreational uses, or drainage improvements.
(c) Any use that will render impervious more than 15% or 2,500 square feet of any lot, whichever is greater.
A system for groundwater recharge must be provided which does not degrade groundwater quality. For
nonresidential uses, recharge shall be by stormwater infiltration basins or similar systems covered with
natural vegetation, and dry wells shall be used only where other methods are infeasible. For all
nonresidential uses, all such basins and wells shall be preceded by oil, grease and sediment traps to
facilitate removal of contamination. Any and all recharge areas shall be permanently maintained in full
working order by the owner.
(d) Any use which involves on-site wastewater disposal facilities having over 10,000 gallons per day
capacity or disposal of process waste from operations other than personal hygiene and food for
residents, patrons and employees.
(e) Commercial boat and motor vehicle storage, service or repair. For the purposes of this Chapter,
"commercial" is defined as any activity involving the sale of goods or services carried out with the
intent of earning a profit.
(f) Storage of home heating fuels in approved containers in amounts greater than 275 gallons or in the
aggregate, greater than 275 gallons.
(g) Treatment works that are subject to 314 CMR 5.00, including privately owned sewage treatment
facilities, and:
[1] The replacement or repair of an existing treatment works that will not result in a design capacity greater
than the design capacity of the existing treatment works.
[2] The replacement of existing subsurface sewage disposal system(s) with wastewater treatment works that
will not result in a design capacity greater than the design capacity of the existing system(s).
[3] Treatment works approved by the Massachusetts Department of Environmental Protection designed for
the treatment of contaminated groundwater.
[4] Sewage treatment facilities in those areas with existing water quality problems when it has been
demonstrated to the Department of Environmental Protection's and the special permit granting
authority's satisfaction both that these problems are attributable to current septic problems and that there
will be a net improvement in water quality.
§ 179-57 Performance standards.
[Amended 11-17-2008 FYTM, Art. 17; 10-19-2009 FYTM, Art. 18]
To preserve the natural land surface providing high-quality recharge to the groundwater, to limit sewage flow
and fertilizer application to amounts which will be adequately diluted by natural recharge and to prevent the
discharge or leakage of toxic or hazardous substances into the surface and groundwater resources, all new,
altered or expanded uses within Zone I, Zone II and/or the DCPC area shall meet the following performance
standards, in addition to those requirements imposed by this article or the Planning Board:
(1)A. No new, altered or expanded uses within Zone I, Zone II and/or the DCPC area shall exceed a
five-parts-per-million (ppm) nitrogen loading standard based on the methodology contained in the
Cape Code Commission's Nitrogen Loading Technical Bulletin 91-001in the Brewster Board of
Health Nitrogen Loading Regulation. The overall concentration of nitrate nitrogen resulting from
domestic wastewater disposal, road runoff, and from fertilizer application, and other nitrogen
sources, when diluted by rainwater recharge on the lot, shall not exceed five parts per million (5 ppm).
The policies and procedures in the Brewster Board of Health Nitrogen Loading Regulation will
be used to confirm compliance with the 5 mg/L standard. The regulation requires the use of a
nitrogen loading spreadsheet developed by the Board of Health to calculate the nitrogen
concentration for a subject property based on the proposed land uses. The Board of Health or
the Health Agent, or their designee, will review the proposed project and the nitrogen loading
spreadsheet calculations for compliance with the health regulation and the performance
standards in this Bylaw. is presumed under the following conditions: For the purposes of calculating
nitrogen generation, the following standards shall be used:
(a) Nitrogen from dwelling units that use septic systems (assuming three persons per dwelling): 35 mg/l;
(b) Nitrogen from lawn fertilizers: two pounds per 1,000 square feet (25% leached); [Amended 11-18-
2019FYTM, Art. 6] (c) Nitrogen in background precipitation: 0.05 mg/l;
(d) Runoff from roads and ways: 1.50 mg/l;
(e) Runoff from roofs: 0.75 mg/l.
B. All toxic or hazardous materials shall be stored in product-tight containers, protected from corrosion,
accidental damage or vandalism, and shall be used and handled in such a way as to prevent spillage with
provisions for spill containment and cleanup procedures. In addition, commercial enterprises shall be
required to maintain a product inventory and reconcile said inventory with purchase, use, sales and
disposal records at sufficient intervals to detect product loss. Subsurface fuel and chemical storage
facilities in compliance with local regulations and Massachusetts fire prevention regulations shall be
deemed to be in compliance with this standard.
C. No toxic or hazardous materials shall be present in waste disposed on the site. Waste composed in part
or entirely of toxic or hazardous materials shall be retained in product-tight containers for removal and
disposal by a licensed scavenger service or as directed by the Board of Health.
D. Contaminant levels in groundwater resulting from disposal of any substance from operations, other than
personal hygiene and food for residents, patrons and employees or from wastewater treatment and
disposal systems greater than 10,000 gallons per day capacity, shall not exceed those levels specified in
the Drinking Water Regulations of Massachusetts, 310 CMR 22.00, after allowing for dilution by
natural recharge on the premises. If higher, background levels of individual constituents in the
groundwater shall not be exceeded.
E. All new, altered or expanded uses shall comply with the requirements of the Stormwater
Management Bylaw (Chapter 272) to collect, treat and manage stormwater. All runoff from
impervious surfaces shall be recharged on the site and diverted towards areas covered with vegetation
for surface infiltration to the extent possible. Dry wells shall be used only where other methods are
infeasible and shall be preceded by oil, grease and sediment traps to facilitate removal of contaminated
solids. In the vicinity of chemical or fuel delivery points, provision shall be made for spill control.
F. The Planning Board shall ensure that land uses, structures and related developments conform to the
following performance standards for stormwater management.
(1) No development shall result in a direct discharge of untreated stormwater, either on or off site.
(2) Post development discharge rates shall not be greater than predevelopment discharge rates.
(3) New development shall maximize recharge to groundwater.
(4) New development shall be required to remove, on site, no less than 80% of the annual total suspended
solids generated from development runoff.
(5) Best management practices shall be maintained for appropriate periods of time.
G. Sand and gravel removal operations shall be limited to a plane that is at least 10 feet above the historical
high groundwater level for that location. Land area exposed at any one time shall be limited to no more
than five contiguous acres in surface area and land disturbed by sand and gravel removal operations
shall be returned to a natural vegetative state within one year of completion of operations.
H. Monitoring of regulated substances in groundwater monitoring wells. If required by the Planning Board,
groundwater monitoring well(s) shall be provided at the expense of the applicant in a manner, number,
and location approved by the Planning Board. Except for existing wells found by the Planning Board to
be adequate for this provision, the required well(s) shall be installed by a water well contractor. Samples
shall be analyzed and analytical reports that describe the quantity of any hazardous material or waste
present in each monitoring well shall be prepared by a Massachusetts certified laboratory.
§ 179-58 Prohibited uses within Pleasant Bay Watershed.
[Amended 11-17-2008 FYTM, Art. 17]
(Reserved)
§ 179-58.1 Uses/structures allowed by special permit within the Pleasant Bay Watershed.
[Added 11-17-2008 FYTM, Art. 17]
(Reserved)
§ 179-58.2 Performance standards within Pleasant Bay Watershed.
[Added 11-17-2008 FYTM, Art. 17]
(Reserved)
§ 179-59 Prohibited uses within the watersheds of surface water bodies other than Pleasant Bay.
[Amended 11-17-2008 FYTM, Art. 17]
(Reserved)
§ 179-59.1 Uses/structures allowed by special permit within watersheds of surface water bodies other
than Pleasant Bay.
[Added 11-17-2008 FYTM, Art. 17]
(Reserved)
§ 179-59.2 Performance standards within watersheds of surface water bodies other than Pleasant Bay.
[Added 11-17-2008 FYTM, Art. 17]
(Reserved)
§ 179-60 (Reserved)
[Amended 11-17-2008 FYTM, Art. 17]
§ 179-61 Water quality review.
A. Water Quality Review Committee. There is hereby established a Water Quality Review Committee
(WQRC), comprising one representative each appointed from time to time by and from the Select
Board, Board of Health, Planning Board, Conservation Commission, Water Commission,
Comprehensive Water Planning Committee, Health Director and Building Commissioner. [Amended
11-18-2013 FYTM, Art. 10; 11-13-2017 FYTM, Art. 13]
B. Certificate of water quality compliance.
(1) A certificate of water quality compliance shall be obtained by the owner of the premises from the
WQRC or, for special permit uses, from the SPGA:
(a) For erection of any new principal structure other than a single-family dwelling or for change in
occupancy requiring a certificate of use and occupancy under the State Building Code.
(b) For occupancy of any premises not requiring a Certificate of use and occupancy but involving the
storage, handling or transportation of toxic or hazardous wastes.
(2) No building permit or certificate of use and occupancy shall be issued by the Building Commissioner
unless a certificate of water quality compliance, if required, has been applied for or obtained.
C. Requirements. A certificate of water quality compliance shall be granted only as follows: [Amended
11-18-2019FYTM, Art. 6]
(1) For new construction or additions or new activities not involving structures, only if in full compliance
with all requirements of § 179-57, Performance standards.
(2) For change in occupancy or operation on previously developed premises, only if the requirements of
§ 179-57B, C and D are met, and the requirements of all other subsections of § 179-57 are either met or,
if previously exceeded, there will be no further increase in noncompliance.
D. Submittals. In applying for a certificate of water quality compliance or a special permit, seven two
paper sets and one electronic copy of application materials shall be submitted to the Building
Commissioner, who shall forward one set them to each member of the WQRC. In the case of uses
requiring a special permit under § 179-56D, one set shall also be submitted to the SPGA along with any
other application materials. All information necessary to demonstrate compliance must be submitted,
including but not limited to the following: [Amended 11-18-2019FYTM, Art. 6]
(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 to protect from vandalism, corrosion and leakage and to
provide for control of spills.
(2) A description of potentially toxic or hazardous materials to be generated, indicating storage and disposal
method.
(3) Evidence of approval by the Massachusetts Department of Environmental Protection of any industrial
waste treatment or disposal system or any wastewater treatment system over 15,000 gallons per day
capacity, accompanied by analysis by a professional engineer in sanitary or civil engineering registered
in the Commonwealth of Massachusetts certifying compliance with § 179-57D.
E. Action. For uses not requiring a special permit under § 179-56D, the WQRC shall act within 21 days of
application, approving it by issuing a certificate of compliance if a majority determine that the applicant
has adequately demonstrated compliance with the requirements of the Water Quality Protection District,
and rejecting the application otherwise. For uses requiring a special permit under § 179-56D, the WQRC
shall make recommendations to the SPGA within 35 days of receipt of the application, as provided in
MGL c. 40A, § 11. [Amended 11-18-2019FYTM, Art. 6]
F. Certificate review.
(1) Each three years the WQRC shall review compliance with this article and the certificate of water quality
compliance. Upon request, certificate holders shall submit the following:
(a) Description of any changes from the originally submitted materials.
(b) Certification that the waste disposal system has been inspected by a licensed septic system installer or
treatment plant operator within the preceding 90 days and found to be properly maintained and in proper
operating condition. Description of any maintenance, repair, replacement, or expansion of the existing
sewage disposal system, sewage pumping, or certified inspections completed from the date of the
issuance of the last certificate renewal. The Certificate holder shall self-certify that the sewage
disposal system has been properly maintained and is in proper operating condition.
(c) Results from analysis of leachate or wastewaters as may be required by the Board of Health.
(d) Documentation on the operation and maintenance of stormwater facilities permitted under the
Stormwater Management Bylaw (Chapter 272).
(2) Evidence of noncompliance shall be reported to the Building Commissioner for enforcement action who
shall have the authority to enforce the provisions of this bylaw.
§ 179-62 Enforcement.
A. Inspection. These provisions shall be enforced by the Building Commissioner. The Building
Commissioner or agent of the Board of Health may enter upon the premises at any reasonable time to
inspect for compliance with the provisions of this article. Evidence of compliance with approved waste
disposal plans may be required by the enforcing officers. All records pertaining to waste disposal and
removal shall be retained.
B. Violations.
Written notice of any violations shall be provided to the holder of the certificate of water quality compliance,
specifying a time for compliance, including cleanup of any spilled materials which is reasonable in relation to
the public health hazard involved and the difficulty of compliance, but in no event shall more than 30 days be
allowed for either compliance or finalization of a plan for longer term compliance, approved by the WQRC.
DRAFT REVISIONS – OCTOBER 8, 2021
Article XI
Water Quality Protection District
[Added 5-9-1994 ATM, Art. 51]
§ 179-53 Purpose.
[Amended 11-17-2008 FYTM, Art. 17]
The purposes of this Water Quality Protection Bylaw are:
A. To promote the health, safety and general welfare of the community by ensuring an adequate quality and
quantity of drinking water for the residents, institutions and businesses of the Town of Brewster;
B. To preserve and protect all existing and potential sources of drinking water supplies within Brewster's
borders;
C. To identify uses that should be prohibited or allowed only by special permit and to establish
performance standards that must be met for all uses within a Zone I, Zone II and/or the District of
Critical Planning Concern ("DCPC").
D. To protect groundwater and surface water resources from viral, pathogenic, phosphorus and nitrogen
contamination and pollution from stormwater runoff;
E. To complement the commonwealth's Department of Environmental Protection regulations governing
groundwater protection and the commonwealth's efforts to protect surface and coastal waters;
F. To protect other sensitive water resource areas, including those land areas that contribute recharge to
private drinking water supply wells;
G. To conserve the natural resources of the Town; and
H. To prevent temporary and permanent contamination of the water resources of the Town.
§ 179-54 Scope of authority; overlay district.
[Amended 11-17-2008 FYTM, Art. 17; 10-19-2009 FYTM, Art. 18]
This bylaw establishes regulations governing land uses and structures and their potential impact upon the
Town's water resources. The provisions of Article XI are superimposed over all zoning districts and all land
within the Town of Brewster and shall function as an overlay district. Where this article establishes rules,
regulations, requirements, standards or provisions that are stricter than the underlying zoning districts,
including those uses and structures found in Table 1 of the Zoning Bylaw, the provisions of this article shall
control. In addition, this article establishes specific requirements for land uses and activities within those
portions of the Town of Brewster mapped and identified on the Zoning Map as the District of Critical
Planning Concern , entitled "Brewster Water Protection District," as adopted by the Barnstable County
Assembly of Delegates pursuant to the Cape Cod Commission Act, which includes "Zone I" and "Zone II"
and the "Groundwater Protection District" and the "Pleasant Bay Watershed."
§ 179-55 Definitions.
[Amended 11-17-2008 FYTM, Art. 17]
As used in this article, the following terms shall have the following meanings indicated:
AQUIFER
Geologic formation composed of rock, sand, or gravel that contains significant amounts of potentially
recoverable water.
BEST MANAGEMENT PRACTICES
Any structural or nonstructural mechanism designed to minimize the impact of non-point source
pollution on receiving waters or resources, including, but not limited to: detention ponds, construction or
installation of vegetative swales and buffers, street cleaning, reduced road salting, and public education
programs.
BUILDER'S ACRE
A unit of land measure equal to 40,000 square feet, which is considered a building acre in accordance
with standard real estate practices.
COMMERCIAL FERTILIZERS
Any substance containing one or more recognized plant nutrients which is used for its plant nutrient
content and which is designed for use, or claimed by its manufacturer to have value, in promoting plant
growth. Commercial fertilizers do not include unmanipulated animal and vegetable manures, marl, lime,
limestone, wood ashes, and gypsum.
EARTH REMOVAL
The removal or relocation of geologic materials, such as topsoil, sand, gravel, metallic ores, or bedrock.
Mining activities are considered earth removal, whether the disturbed natural materials are removed
from the site or reworked on the site.
DEP
The Massachusetts Department of Environmental Protection.
DEVELOPMENT
The construction, reconstruction, conversion, structural alteration, relocation, or enlargement of any
structure; any mine, excavation, landfill, or land disturbance; and/or any change in use, or alteration or
extension of the use, of land.
DISCHARGE
The accidental or intentional disposal, deposit, injection, dumping, spilling, leaking, incineration, or
placing of toxic or hazardous material or waste upon or into any land or water so that such hazardous
waste or any constituent thereof may enter the land or waters of Brewster. Discharge includes, without
limitation, leakage of such materials from failed or discarded containers or storage systems and disposal
of such materials into any on-site leaching structure or sewage disposal system.
HAZARDOUS OR TOXIC MATERIALS
Any substance or mixture of physical, chemical or any infectious characteristics posing a significant,
actual or potential hazard to water supplies or other hazards to human health if such substance or
mixture were discharged to land or water of the Town of Brewster. Hazardous or toxic materials
include, without limitation, organic chemicals, petroleum products, heavy metals, radioactive or
infectious wastes, acids and alkalis, solvents and thinners and products such as pesticides, herbicides in
quantities greater than normal household use; and all substances defined as hazardous or toxic under
MGL c. 21C and MGL c. 21E, using the Massachusetts Oil and Hazardous Substance List (310 CMR
40.0000), and 310 CMR 30.000.
HAZARDOUS MATERIAL OR WASTE, HOUSEHOLD QUANTITY OF
Any or all of the following:
A. Two hundred seventy-five gallons or less of oil on site at any time to be used for heating of a structure
or to supply an emergency generator; and
B. Twenty-five gallons (or the dry weight equivalent) or less of other hazardous materials on site at any
time, including oil not used for heating or to supply an emergency generator; and
C. A quantity of hazardous waste at the very small quantity generator level as defined in the Massachusetts
Hazardous Waste Regulations, 310 CMR 30.353.
HISTORICAL HIGH GROUNDWATER TABLE ELEVATION
A groundwater elevation determined from monitoring wells and historical water table fluctuation data
compiled by the United States Geological Survey.
IMPERVIOUS SURFACE
Material or structure on, above or below the ground that does not allow precipitation or surface water to
penetrate directly into the soil.
LANDFILL
A facility established in accordance with a valid site assignment for the purposes of disposing of solid
waste into or on the land, pursuant to 310 CMR 19.006.
LOT
As per § 179-2, Definitions.
MINING
The removal or relocation of geologic materials, such as topsoil, sand, gravel, metallic ores or bedrock
whether the disturbed natural materials are removed from the site or reworked on the site.
NITROGEN MANAGEMENT
The process of ensuring that nitrogen generated by land uses does not exceed established capacities of
the resources receiving nitrogen inputs.
NONSANITARY WASTEWATER
Wastewater discharges from industrial and commercial facilities containing wastes from any activity
other than collection of sanitary sewage, including, but not limited to, activities specified in the Standard
Industrial Classification (SIC) Codes set forth in 310 CMR 15.004(6).
OPEN DUMP
A facility which is operated or maintained in violation of the Resource Conservation and Recovery Act
[42 U.S.c. § 4004(a)(b)], or the regulations and criteria for solid waste disposal.
PETROLEUM PRODUCT
Petroleum or petroleum byproduct, including, but not limited to: fuel oil; gasoline; diesel; kerosene;
aviation jet fuel; aviation gasoline; lubricating oils; oily sludge; oil refuse; oil mixed with other wastes;
crude oils; or other liquid hydrocarbons regardless of specific gravity. Petroleum product shall not
include liquefied petroleum gas, including, but not limited to, liquefied natural gas, propane or butane.
POTENTIAL DRINKING WATER SOURCES
Areas that could provide significant potable water in the future.
PROCESS WASTEWATER
All wastewater disposed of onsite other than sanitary wastewater.
RECHARGE AREAS
Areas that collect precipitation or surface water and carry it or have it pumped to aquifers. Recharge
areas may include areas designated as Zone I, Zone II or Zone III.
SEPTAGE
The liquid, solid, and semisolid contents of privies, chemical toilets, cesspools, holding tanks, or other
sewage waste receptacles. Septage does not include any material that is a hazardous waste, pursuant to
310 CMR 30.000.
SLUDGE
The solid, semisolid, and liquid residue that results from a process of wastewater treatment or drinking
water treatment. Sludge does not include grit, screening, or grease and oil which are removed at the
headworks of a facility.
STORMWATER MANAGEMENT
The process of ensuring that the magnitude and frequency of stormwater runoff does not increase the
hazards associated with flooding and that water quality is not compromised by untreated stormwater
flow.
SUBDIVISION
The division or redivision of a lot, tract, or parcel of land into two or more lots, tracts, or parcels in
accordance with MGL c. 41 § 81L.
TIGHT TANK
Any and all containers or devices with regard to or used for wastewater disposal as defined and
regulated by the State Sanitary Code, 310 CMR 15.260.
TREATMENT WORKS
Any and all devices, processes and properties, real or personal, used in the collection, pumping,
transmission, storage, treatment, disposal, recycling, reclamation, or reuse of waterborne pollutants, but
not including any works receiving a hazardous waste from off the site of the works for the purpose of
treatment, storage, or disposal.
VERY SMALL QUANTITY GENERATOR
Any public or private entity, other than residential, which produces less than 27 gallons (100 kilograms)
a month of hazardous waste or waste oil, but not including any acutely hazardous waste as defined in
310 CMR 30.136.
WASTE OIL RETENTION FACILITY
A waste oil collection facility for automobile service stations, retail outlets, and marinas which is
sheltered and has adequate protection to contain a spill, seepage, or discharge of petroleum waste
products in accordance with MGL c. 21, § 52A.
WATER QUALITY REVIEW COMMITTEE (WQRC)
Committee to be appointed by the Select Board to include eight members; one member each from the
Select Board, Board of Health, Planning Board, Conservation Commission, Comprehensive Water
Planning Committee and Water Commissions, the Brewster Building Commissioner and the Brewster
Health Agent. At the initial appointment, to occur no later than three weeks after the effective date of
this bylaw, members other than the Building Commissioner and the Health Agent shall be appointed for
one-, two- and three-year terms and thereafter all members shall be appointed for three-year terms. The
Building Commissioner and Health Agent shall serve as members of the WQRC while they are
employed in their respective positions.
[Amended 11-18-2013 FYTM, Art. 10; 11-13-2017 FYTM, Art. 13]
ZONE I
The immediate land area around a well. It is defined as a four-hundred-foot protective radius for wells
greater than 100,000 gpd and a radius of 100 to 400 feet for wells less than 100,000 gpd, depending
upon the pumping rate. The Zone I must be owned by the water supplier or controlled through a
conservation restriction. Only water supplier activities are allowed in the Zone I.
ZONE II
The DEP-approved area of an aquifer which contributes water to a well under the most severe pumping
and recharge conditions that can be realistically anticipated as defined in 310 CMR 22.00. The Zone II
includes the Zone I.
ZONE III
The land area beyond the area of Zone II from which surface water and groundwater drain into Zone II.
Zone III boundaries are determined by identifying the topographic surface water drainage divides. The
surface water drainage area commonly coincides with the groundwater drainage; however, in areas
where they are not coincident, the Zone III encompasses both the surface and groundwater drainage
area.
§ 179-56 Use regulations.
[Amended 11-17-2008 FYTM, Art. 17]
A. Provided that all necessary permits, orders, or approvals as required by local, county, state, or federal
law are also obtained the following uses and activities shall not independently trigger the need for a
Special Permit and shall be allowed as long as the uses and activities comply with applicable
Performance Standards established in Section 179-57.
(3) Retail/wholesale sales/office/commercial uses with a lot size below 40,000 square feet and building area
less than 5,000 square feet that store or handle hazardous materials or wastes in amounts that do not
exceed household quantities;
(4) Construction activities: The activities of constructing, repairing, or maintaining any building or
structure, provided that all contractors, subcontractors, laborers, and their employees follow all local,
county, state and federal laws when using, handling, storing, or producing any hazardous materials or
wastes;
(5) Household use: the use of hazardous materials or wastes in amounts that do not exceed household
quantities;
(6) Municipal use: the municipal use of hazardous materials and any materials stored and used for the sole
purpose of water supply treatment or as required by law;
(7) Storage of oil(s): the storage of oil(s) used for heating fuel, provided that the container used for such
storage shall be located within an enclosed structure that is sufficient to preclude leakage of oil to the
external environment and to afford routine access for visual inspection and shall be sheltered to prevent
the intrusion of precipitation;
(8) Conservation of soil, water, plants, and wildlife;
(9) Outdoor recreation, nature study, boating, fishing, and hunting where otherwise legally permitted;
(10) Normal operation and maintenance of existing water bodies and dams, splash boards, and other water
control, supply and conservation devices;
(11) Use and development of single-family residential dwelling units;
(12) Use of land pursuant to an approved definitive subdivision plan, special permit, or variance;
(13) Farming, gardening, nursery, conservation, forestry, harvesting, and grazing;
(14) Construction, maintenance, repair, and enlargement of drinking-water-supply-related facilities such as,
but not limited to, wells, pipelines, aqueducts, and tunnels;
(15) Underground storage tanks related to permitted activities.
B. Prohibited uses within the Town of Brewster. The following uses are prohibited throughout and within
the Town of Brewster:
(1) (Reserved)
(2) Landfills receiving only wastewater and/or septage (wastewater residuals "monofils") as defined in 310
CMR 32.05, approved by the DEP pursuant to MGL c. 21, §§ 26 through 53; MGL c. 111, § 17; MGL
c. 83, §§ 6 and 7, and regulations promulgated thereunder.
(3) Storage of sludge and septage, as defined in 310 CMR 32.05, unless such storage is in compliance with
310 CMR 32.30 and 310 CMR 32.31.
(4) Storage of deicing chemicals, chemically treated abrasives or other chemicals used for the removal of
ice and snow on roads, unless such storage, including loading areas, is within a structure designed to
prevent the generation and escape of contaminated runoff or leachate.
(5) Storage of animal manure, unless such storage is covered or contained within a structure designed to
prevent the generation and escape of contaminated runoff or leachate.
(6) Earth removal not consistent with § 179-39 of the Brewster Zoning Bylaw.
(7) Facilities that generate, treat, store or dispose of hazardous waste subject to MGL c. 21C and 310 CMR
30.000, except for the following:
(a) Very small quantity generators of Class A regulated recyclable material as defined under 310 CMR
30.000.
(b) Household hazardous waste centers and collection events under 310 CMR 30.390.
(c) Waste oil retention facilities required by MGL c. 21, § 52A.
(d) Water remediation treatment works approved by the Department of Environmental Protection (DEP)
designed in accordance with 314 CMR 5.00 for the treatment of contaminated groundwater or surface
waters and operated in compliance with MGL c. 21E and 310 CMR 40.0000.
(8) Automobile graveyards and junkyards, as defined in MGL c. 140B, § 1.
(9) Storage of dry hazardous materials, as defined in MGL c. 21E, unless in a freestanding container within
a building or above ground with adequate secondary containment adequate to contain a spill the size of
the container's total storage capacity.
(10) Storage of fertilizers unless such storage is within a structure designed to prevent the generation and
escape of contaminated runoff or leachate.
(11) Land uses that result in rendering impervious any lot or parcel more than 15% or 2,500 square feet,
whichever is greater, unless a system for artificial recharge of precipitation is provided that will not
result in the degradation of groundwater quality.
(12) Any commercial floor drainage system which discharges to the ground without a DEP permit or
authorization.
C. Prohibited uses within Zones I and Zones II of the Groundwater Protection District. The following uses,
which may be allowed in other areas of the Town of Brewster, are prohibited in Zones I and II of the
Groundwater Protection District. Notwithstanding language to the contrary found within § 179-52 of the
Zoning Bylaw, no variance for a use or activity not otherwise permitted shall be granted by the Board of
Appeals within Zones I or Zones II of the Groundwater Protection District.
(1) Storage of liquid petroleum and/or liquid hazardous products (as defined in MGL c. 21E), except the
following: normal household use, outdoor maintenance and heating of a structure; fuel storage facilities
as licensed by the Town; waste oil retention facilities required by statute, rule or regulation; emergency
generators required by statute, rule or regulation.
(2) Petroleum, fuel oil, and heating oil bulk stations and terminals, including, but not limited to, those listed
under Standard Industrial Classification (SIC) Codes 5983 and 5171, not including liquefied petroleum
gas.
(3) Treatment works that are subject to 314 CMR 5.00 (not Title 5 septic systems), including privately
owned sewage treatment facilities, except for the following:
(a) The replacement or repair of an existing treatment works that will not result in a system capacity greater
than the system capacity of the existing treatment works;
(b) The replacement of existing subsurface sewage disposal system(s) with wastewater treatment works that
will not result in a system capacity greater than the system capacity of the existing system(s);
(c) Treatment works approved by DEP designed for the treatment of contaminated groundwater; and
(d) Sewage treatment facilities in those areas with existing water quality problems when it has been
demonstrated to DEP and the Planning Board's satisfaction that these problems are attributable to
current septic problems and that there will be a net improvement in water quality.
(4) Stockpiling and disposal of snow or ice removed from highways and streets located outside of a Zone II
that contains sodium chloride, chemically treated abrasives or other chemicals used for snow and ice
removal.
(5) Earth removal, consisting of the removal of soil, loam, sand, gravel, or any other earth material within
10 vertical feet of historical high groundwater table elevation, as determined from monitoring wells and
historical water table fluctuation data compiled by the United States Geological Survey.
(6) Industrial and commercial uses which discharge process wastewater on site.
(7) Facilities or works for the treatment or disposal of nonsanitary wastewater that are subject to 314 CMR
5.00, or that discharge to the ground nonsanitary wastewater, including industrial and commercial
process wastewater, except the following:
(a) The replacement or repair of an existing system/treatment works that will not result in a design capacity
greater than the design capacity of the existing system/treatment works;
(b) Treatment works approved by the Department of Environmental Protection designed for the treatment of
contaminated groundwater and operating in compliance with 314 CMR 5.05(3) or 5.05(13); and
(c) Publicly owned treatment works.
(8) Storage of commercial fertilizers, as defined herein and in MGL c. 128, § 64.
(9) Gasoline stations, automotive service stations or car washes or motor vehicle or commercial boat
storage or repair. For the purposes of this chapter, "commercial" is defined as any activity involving the
sale of goods or services carried out with the intent of earning a profit.
(10) Dry-cleaning establishments.
D. Uses/structures allowed by special permit.
(1) Unless otherwise exempted or prohibited elsewhere by this article and as otherwise permitted in the
underlying zoning district, the following uses and activities shall require a special permit from the
Planning Board. Where the use or activity requires a special permit from another special permit granting
authority, the provisions of this article shall nevertheless apply, although the Planning Board and the
other special permit granting authority may hold a combined public hearing pursuant to MGL c. 40A,
§ 9 in lieu of separate public hearings:
(a) (Reserved)
(b) The application for the construction of 10 or more dwelling units, whether on one or more contiguous
lots, tracts, or parcels, or whether contained within one or more structures;
(c) The application for a nonresidential use of 40,000 square feet or greater in lot size or 5,000 square feet
or greater of gross floor area;
(2) Provided that the following uses and/or structures are permitted by the underlying zoning district and
other relevant regulations, a special permit may be issued by the Planning Board for the following uses
and/or structures, provided that the Planning Board may impose conditions upon the use or structure,
consistent with the authority provided in MGL c. 40 § 9, such that the use or structure will not, in the
Planning Board's sole judgment, be inconsistent with the purpose and intent of this bylaw.
Notwithstanding the powers hereby conveyed by this article and MGL c. 40A, § 9 to the Planning Board
and in recognition of the expertise found within the members of the Water Quality Review Committee,
the Planning Board shall, in accordance with the procedures of MGL c. 40A, § 11, cause all applications
for a special permit pursuant to this article to be submitted to the Water Quality Review Committee for
the Committee's comments and recommendations as provided by MGL. c. 40A, § 11. The Planning
Board shall include in its decision an explanation regarding any substantive deviation from the
Committee's recommendation regarding the approval, denial, or conditional approval of the special
permit application.
(a) The application of fertilizers for nondomestic or nonagricultural uses. Such applications shall be made
in a manner so as to minimize adverse impacts on groundwater due to nutrient transport, deposition and
sedimentation and shall conform to Chapter 119 of the Brewster Town Code, Fertilizer Nutrient
Control. [Amended 11-18-2019FYTM, Art. 6]
(b) The construction of dams or other water control devices, ponds, pools or other changes in water bodies
or courses, created for swimming, fishing or other recreational uses, or drainage improvements.
(c)
(d) Any use which involves on-site wastewater disposal facilities having over 10,000 gallons per day
capacity or disposal of process waste from operations other than personal hygiene and food for
residents, patrons and employees.
(e) Commercial boat and motor vehicle storage, service or repair. For the purposes of this Chapter,
"commercial" is defined as any activity involving the sale of goods or services carried out with the
intent of earning a profit.
(f) Storage of home heating fuels in approved containers in amounts greater than 275 gallons or in the
aggregate, greater than 275 gallons.
(g) Treatment works that are subject to 314 CMR 5.00, including privately owned sewage treatment
facilities, and:
[1] The replacement or repair of an existing treatment works that will not result in a design capacity greater
than the design capacity of the existing treatment works.
[2] The replacement of existing subsurface sewage disposal system(s) with wastewater treatment works that
will not result in a design capacity greater than the design capacity of the existing system(s).
[3] Treatment works approved by the Massachusetts Department of Environmental Protection designed for
the treatment of contaminated groundwater.
[4] Sewage treatment facilities in those areas with existing water quality problems when it has been
demonstrated to the Department of Environmental Protection's and the special permit granting
authority's satisfaction both that these problems are attributable to current septic problems and that there
will be a net improvement in water quality.
§ 179-57 Performance standards.
[Amended 11-17-2008 FYTM, Art. 17; 10-19-2009 FYTM, Art. 18]
To preserve the natural land surface providing high-quality recharge to the groundwater, to limit sewage flow
and fertilizer application to amounts which will be adequately diluted by natural recharge and to prevent the
discharge or leakage of toxic or hazardous substances into the surface and groundwater resources, all new,
altered or expanded uses within Zone I, Zone II and/or the DCPC area shall meet the following performance
standards, in addition to those requirements imposed by this article or the Planning Board:
A. No new, altered or expanded uses within Zone I, Zone II and/or the DCPC area shall exceed a five-
parts-per-million (ppm) nitrogen loading standard based on the methodology contained in the Brewster
Board of Health Nitrogen Loading Regulation. The overall concentration of nitrate nitrogen resulting
from domestic wastewater disposal, road runoff,fertilizer application, and other nitrogen sources, when
diluted by rainwater recharge on the lot, shall not exceed five parts per million (5 ppm). The policies and
procedures in the Brewster Board of Health Nitrogen Loading Regulation will be used to confirm
compliance with the 5 mg/L standard. The regulation requires the use of a nitrogen loading spreadsheet
developed by the Board of Health to calculate the nitrogen concentration for a subject property based on
the proposed land uses. The Board of Health or the Health Agent, or their designee, will review the
proposed project and the nitrogen loading spreadsheet calculations for compliance with the health
regulation and the performance standards in this Bylaw.
B. All toxic or hazardous materials shall be stored in product-tight containers, protected from corrosion,
accidental damage or vandalism, and shall be used and handled in such a way as to prevent spillage with
provisions for spill containment and cleanup procedures. In addition, commercial enterprises shall be
required to maintain a product inventory and reconcile said inventory with purchase, use, sales and
disposal records at sufficient intervals to detect product loss. Subsurface fuel and chemical storage
facilities in compliance with local regulations and Massachusetts fire prevention regulations shall be
deemed to be in compliance with this standard.
C. No toxic or hazardous materials shall be present in waste disposed on the site. Waste composed in part
or entirely of toxic or hazardous materials shall be retained in product-tight containers for removal and
disposal by a licensed scavenger service or as directed by the Board of Health.
D. Contaminant levels in groundwater resulting from disposal of any substance from operations, other than
personal hygiene and food for residents, patrons and employees or from wastewater treatment and
disposal systems greater than 10,000 gallons per day capacity, shall not exceed those levels specified in
the Drinking Water Regulations of Massachusetts, 310 CMR 22.00, after allowing for dilution by
natural recharge on the premises. If higher, background levels of individual constituents in the
groundwater shall not be exceeded.
E. All new, altered or expanded uses shall comply with the requirements of the Stormwater Management
Bylaw (Chapter 172) to collect, treat and manage stormwater.
G. Sand and gravel removal operations shall be limited to a plane that is at least 10 feet above the historical
high groundwater level for that location. Land area exposed at any one time shall be limited to no more
than five contiguous acres in surface area and land disturbed by sand and gravel removal operations
shall be returned to a natural vegetative state within one year of completion of operations.
H. Monitoring of regulated substances in groundwater monitoring wells. If required by the Planning Board,
groundwater monitoring well(s) shall be provided at the expense of the applicant in a manner, number,
and location approved by the Planning Board. Except for existing wells found by the Planning Board to
be adequate for this provision, the required well(s) shall be installed by a water well contractor. Samples
shall be analyzed and analytical reports that describe the quantity of any hazardous material or waste
present in each monitoring well shall be prepared by a Massachusetts certified laboratory.
§ 179-58 Prohibited uses within Pleasant Bay Watershed.
[Amended 11-17-2008 FYTM, Art. 17]
(Reserved)
§ 179-58.1 Uses/structures allowed by special permit within the Pleasant Bay Watershed.
[Added 11-17-2008 FYTM, Art. 17]
(Reserved)
§ 179-58.2 Performance standards within Pleasant Bay Watershed.
[Added 11-17-2008 FYTM, Art. 17]
(Reserved)
§ 179-59 Prohibited uses within the watersheds of surface water bodies other than Pleasant Bay.
[Amended 11-17-2008 FYTM, Art. 17]
(Reserved)
§ 179-59.1 Uses/structures allowed by special permit within watersheds of surface water bodies other
than Pleasant Bay.
[Added 11-17-2008 FYTM, Art. 17]
(Reserved)
§ 179-59.2 Performance standards within watersheds of surface water bodies other than Pleasant Bay.
[Added 11-17-2008 FYTM, Art. 17]
(Reserved)
§ 179-60 (Reserved)
[Amended 11-17-2008 FYTM, Art. 17]
§ 179-61 Water quality review.
A. Water Quality Review Committee. There is hereby established a Water Quality Review Committee
(WQRC), comprising one representative each appointed from time to time by and from the Select
Board, Board of Health, Planning Board, Conservation Commission, Water Commission,
Comprehensive Water Planning Committee, Health Director and Building Commissioner. [Amended
11-18-2013 FYTM, Art. 10; 11-13-2017 FYTM, Art. 13]
B. Certificate of water quality compliance.
(1) A certificate of water quality compliance shall be obtained by the owner of the premises from the
WQRC or, for special permit uses, from the SPGA:
(a) For erection of any new principal structure other than a single-family dwelling or for change in
occupancy requiring a certificate of use and occupancy under the State Building Code.
(b) For occupancy of any premises not requiring a Certificate of use and occupancy but involving the
storage, handling or transportation of toxic or hazardous wastes.
(2) No building permit or certificate of use and occupancy shall be issued by the Building Commissioner
unless a certificate of water quality compliance, if required, has been applied for or obtained.
C. Requirements. A certificate of water quality compliance shall be granted only as follows: [Amended
11-18-2019FYTM, Art. 6]
(1) For new construction or additions or new activities not involving structures, only if in full compliance
with all requirements of § 179-57, Performance standards.
(2) For change in occupancy or operation on previously developed premises, only if the requirements of
§ 179-57B, C and D are met, and the requirements of all other subsections of § 179-57 are either met or,
if previously exceeded, there will be no further increase in noncompliance.
D. Submittals. In applying for a certificate of water quality compliance or a special permit, two paper sets
and one electronic copy of application materials shall be submitted to the Building Commissioner, who
shall forward them to each member of the WQRC. In the case of uses requiring a special permit under
§ 179-56D, one set shall also be submitted to the SPGA along with any other application materials. All
information necessary to demonstrate compliance must be submitted, including but not limited to the
following: [Amended 11-18-2019FYTM, Art. 6]
(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 to protect from vandalism, corrosion and leakage and to
provide for control of spills.
(2) A description of potentially toxic or hazardous materials to be generated, indicating storage and disposal
method.
(3) Evidence of approval by the Massachusetts Department of Environmental Protection of any industrial
waste treatment or disposal system or any wastewater treatment system over 15,000 gallons per day
capacity, accompanied by analysis by a professional engineer in sanitary or civil engineering registered
in the Commonwealth of Massachusetts certifying compliance with § 179-57D.
E. Action. For uses not requiring a special permit under § 179-56D, the WQRC shall act within 21 days of
application, approving it by issuing a certificate of compliance if a majority determine that the applicant
has adequately demonstrated compliance with the requirements of the Water Quality Protection District,
and rejecting the application otherwise. For uses requiring a special permit under § 179-56D, the WQRC
shall make recommendations to the SPGA within 35 days of receipt of the application, as provided in
MGL c. 40A, § 11. [Amended 11-18-2019FYTM, Art. 6]
F. Certificate review.
(1) Each three years the WQRC shall review compliance with this article and the certificate of water quality
compliance. Upon request, certificate holders shall submit the following:
(a) Description of any changes from the originally submitted materials.
(b) Description of any maintenance, repair, replacement, or expansion of the existing sewage disposal
system, sewage pumping, or certified inspections completed from the date of the issuance of the last
certificate renewal. The Certificate holder shall self-certify that the sewage disposal system has been
properly maintained and is in proper operating condition.
(d) Results from analysis of leachate or wastewaters as may be required by the Board of Health.
(e) Documentation on the operation and maintenance of stormwater facilities permitted under the
Stormwater Management Bylaw (Chapter 172).
(2) Evidence of noncompliance shall be reported to the Building Commissioner for enforcement action who
shall have the authority to enforce the provisions of this bylaw.
§ 179-62 Enforcement.
A. Inspection. These provisions shall be enforced by the Building Commissioner. The Building
Commissioner or agent of the Board of Health may enter upon the premises at any reasonable time to
inspect for compliance with the provisions of this article. Evidence of compliance with approved waste
disposal plans may be required by the enforcing officers. All records pertaining to waste disposal and
removal shall be retained.
B. Violations.
Written notice of any violations shall be provided to the holder of the certificate of water quality compliance,
specifying a time for compliance, including cleanup of any spilled materials which is reasonable in relation to
the public health hazard involved and the difficulty of compliance, but in no event shall more than 30 days be
allowed for either compliance or finalization of a plan for longer term compliance, approved by the WQRC.
WQRC Meeting Minutes
3-26-2021 1
Date Approved:
Vote:
TOWN OF BREWSTER
MINUTES of WATER QUALITY REVIEW COMMITTEE
Friday, March 26, 2021 at 9:00 AM
VIRTUAL MEETING
Attending Committee Members:
Chair Cyndi Baran convened the Water Quality Review Committee meeting at 9AM with members
Vice Chair Amy von Hone, Victor Staley (9:08), Ned Chatelain, and Roberta Barrett
Members Absent: Chris Miller, Penny Holeman
Guests:
Item 1: Discussion and Vote on Brewster Solar Garden Renewal
Amy said their office hasn’t heard or received any information that indicates there are any issues at
this property.
MOTION to approve the application as submitted.
MOVED by Ned Chatelain. Seconded by Roberta Barrett.
Roll Call Vote: Ned Chatelain – yes, Roberta Barrett – yes, Vice Chair Amy von Hone – yes,
Chair Cyndi Baran - yes
VOTE: 4-yes 0-no
Item 2: Discussion and Vote on Harris Custom Builders Renewal
Amy has no issues with this application.
Roberta asked about how septic is responsibility of the landlord, how do we handle this? Amy said
she doesn’t know how far back this goes in our records. Ultimately, we need to change the Bylaw to
better reflect the needs as most appropriate for these properties. As she see it, at this point, if her
office hasn’t received any reports that the septic has an issue, she interprets that as the property not
having any issues. The statement on this application would indicate to her that the landlord is
responsible for any pumping or maintenance that may be needed.
Cyndi asked if that’s something we are looking to address in the future. Amy said she thinks that is a
good discussion going forward, as some rental leases require the occupant be responsible for water
TOWN OF BREWSTER
Water Quality Review Committee
2198 Main Street
Brewster, Massachusetts 02631-1898
(508) 896-3701 x1121
FAX (508) 896-8089
WQRC Meeting Minutes
3-26-2021 2
bills, electric bills, septic repair or work done to the facility, and other leases, the landlord is
responsible for everything. It is worth a discussion on how it ultimately plays out. She said her office
finds out pretty quickly if a septic isn’t working properly, so that is why she isn’t super concerned
about changing the policy or Bylaw. If anything, that will be the first thing that will get tackled if there
is a problem with it, just by the nature of it. They are the first ones called and it happens quickly.
MOTION to approve the Harris Custom Builders Certificate renewal.
MOVED by Roberta Barrett. Seconded by Ned Chatelain.
Roll Call Vote: Ned Chatelain – yes, Roberta Barrett – yes, Vice Chair Amy von Hone – yes,
Chair Cyndi Baran - yes
VOTE: 4-yes 0-no
Item 3: Discussion and Vote on Pleasant Bay Community Boating Renewal
Amy said there were no issues with this property.
MOTION to issue the Certificate of Water Quality Compliance for Pleasant Bay Community
Boating.
MOVED by Victor Staley. Seconded by Roberta Barrett.
Roll Call Vote: Ned Chatelain – yes, Roberta Barrett – yes, Victor Staley – yes, Vice Chair Amy
von Hone – yes, Chair Cyndi Baran - yes
VOTE: 5-yes 0-no
Item 4: Discussion and Vote on Realty Executives Renewal
Amy has no issues through her department.
MOTION to issue the Certificate of Water Quality Compliance for Realty Executives.
MOVED by Victor Staley. Seconded by Ned Chatelain.
Roll Call Vote: Ned Chatelain – yes, Roberta Barrett – yes, Victor Staley – yes, Vice Chair Amy
von Hone – yes, Chair Cyndi Baran - yes
VOTE: 5-yes 0-no
Item 5: Discussion and Vote on Brewster Water Department Renewals
Wells 1, 2, 3, 4, 6 and Lime 1, Lime 2, Green Sand Filtration facility, and the Water Department
building itself.
MOTION to approve the Brewster Water Department applications.
MOVED by Roberta Barrett. Seconded by Victor Staley.
Roll Call Vote: Ned Chatelain – yes, Roberta Barrett – yes, Victor Staley – yes, Vice Chair Amy
von Hone – yes, Chair Cyndi Baran - yes
VOTE: 5-yes 0-no
Item 6: Minutes from January 29, 2021
MOTION to approve the January 29, 2021 meeting Minutes as written.
MOVED by Victor Staley. Seconded by Ned Chatelain.
Roll Call Vote: Roberta Barrett – yes, Ned Chatelain – yes, Victor Staley – yes, Vice Chair Amy
von Hone – yes, Chair Cyndi Baran - yes
WQRC Meeting Minutes
3-26-2021 3
VOTE: 5-yes 0-no
Item 7: Informational Items
Amy mentioned making the correction on the Minutes from December 20, 2020 under Pleasant
Bay Rehab – the new owner’s name is Advinia Care.
MOTION to make a correction to the Minutes of December 20, 2020.
MOVED by Amy von Hone. Seconded by Ned Chatelain.
Roll Call Vote: Roberta Barrett – yes, Ned Chatelain – yes, Victor Staley – yes, Vice Chair Amy
von Hone – yes, Chair Cyndi Baran - yes
VOTE: 5-yes 0-no
Item 8: Matters Not Reasonably Anticipated by the Chair
Victor mentioned he has not released the cease-and-desist order on the Daniel’s property. He will
reach out to Dave Bennett to make sure that happens.
Next Meeting: TBD – right now, it is on the schedule for Friday, April 23, 2021 at 9AM.
Amy said we may cancel this meeting as we already know two members will not be able to attend -
unless there is something more urgent that comes up.
MOTION to adjourn the meeting at 9:17AM.
MOVED by Ned Chatelain. Seconded by Roberta Barrett.
Roll Call Vote: Roberta Barrett – yes, Ned Chatelain – yes, Victor Staley – yes, Vice Chair Amy
von Hone – yes, Chair Cyndi Baran - yes
VOTE: 5-yes 0-no
Respectfully Submitted by: Beth Devine
Action items:
Continue to attempt reaching those certificates past due and currently due who have not yet
responded - Beth.
Packet of additional documents available on the website for review
GROUNDWATER MONITORING AND
THIRD PARTY INSPECTION REPORT
May 2021
Cape Sand & Recycling, LLC
Wood Waste Reclamation Facility
Brewster, Massachusetts
K10740A
JUNE 28, 2021
GROUNDWATER MONITORING AND
THIRD PARTY INSPECTION REPORT
May 2021
Cape Sand & Recycling, LLC
Wood Waste Reclamation Facility
Brewster, Massachusetts
K10740A
JUNE 28, 2021
Prepared for:
MA Department of Environmental Protection
Southeast Regional Office, BAW/Solid Waste Section
20 Riverside Drive – Lakeville, MA 02347
and
Brewster Water Quality Review Committee
Brewster Town Hall
2198 Main Street – Brewster, MA 02631
On Behalf Of:
Cape Sand & Recycling, LLC
1515 Freemans Way
Brewster, MA 02631
Jay Merchant, Owner
Prepared by:
BENNETT ENVIRONMENTAL ASSOCIATES, LLC
1573 Main Street
Brewster, MA 02631
John Tadema-Wielandt, Manager of Environmental Services
2
Document. Total Phosphorus was added as a parameter in November 2015, at the request of the
BWQRC.
The BWQRC has also requested retaining two (2) additional down-gradient monitoring wells (MW-3B
and MW-5B) within the monitoring program, to evaluate groundwater conditions up-gradient of the
Timberlane Drive neighborhood, where private potable wells are currently in-use. These monitoring
wells are sampled for Manganese to evaluate concentrations in these downgradient wells. Monitoring
wells MW-3B and MW-5B are also sampled for nitrogen-related parameters when concentrations of
Nitrate/Total Nitrogen are reported above the MMCL of 10 mg/L, in any of the MW-3A, MW-4A or MW-
5 monitoring wells. During the May 2021 sampling event, wells MW-3B and MW-5B were sampled for
Arsenic, Total Dissolved Solids and Nitrogen parameters due to elevated levels of these analytes
reported in MW-3A in November and May 2020. Each of the groundwater monitoring well locations are
shown on the enclosed Site Plan dated 6/25/21.
2.2 Groundwater Sample Collection
Groundwater samples were collected by BEA personnel on May 27, 2021, from monitoring wells MW-
1R, MW-3A, MW-3B, MW-4A, MW-5, and MW-5B. A Monitoring Well Sampling Log is attached for
reference. Prior to sampling, depth-to-groundwater measurements were taken at each monitoring well
location. The wells were then purged in accordance with MassDEP standard practices and BEA Quality
Assurance & Quality Control (QA/QC) methods. Field parameters measured during sampling activities
included temperature, pH, conductivity, dissolved oxygen (DO) and oxidation-reduction potential (ORP).
The groundwater samples were collected using a variable-speed 2” submersible pump, using low-flow
sampling methodology. Samples were collected for all required parameters including total metals, as
well as dissolved metals, which were field-filtered using an in-line 0.45 Micron filter. The laboratory was
instructed to hold the dissolved metals samples pending results of the total metals samples. Sample
containers were prepared by Alpha Analytical and kept in a cooler or refrigerator pending pick up by a
lab courier and transported following chain of custody procedures.
2.3 Groundwater Gauging Data
Well gauging from the date of sampling reports groundwater elevations ranging from 22.15 to 23.09
feet (NGVD), as measured from the top of the well casings. The May 2021 gauging event shows
groundwater flows to the southeast towards Pleasant Bay, consistent with data from previous
monitoring events. Depth-to-groundwater measurements and corresponding elevations are presented
on the enclosed Monitoring Well Sampling Log. Groundwater contours are represented on the enclosed
Site Plan dated 6/25/21.
3.0 GROUNDWATER ANAYLTICAL RESULTS
Groundwater analytical results were compared to the Massachusetts Drinking Water Standards
(MDWS), published by MassDEP. These standards include Massachusetts Maximum Contaminant Levels
(MMCLs), Secondary Maximum Contaminant Levels (SMCLs) and Office of Research and Standards
Guideline (ORGS) concentrations. In addition, the results were compared to the MCP Method 1 Risk
3
Characterization Standards for the GW-1 (ingestion) and GW-3 (discharge to surface water)
groundwater categories. A tabulation of the laboratory data for the May 2021 sampling event, along
with a comparison to the above standards, is presented in Table 1: Results of Groundwater Analyses
Compared to Various Standards. The results of semi-annual groundwater data over the past three (3)
years are presented in Table 2: Temporal Groundwater Analysis Summary – November 2018 through
May 2021.
3.1 Total Metals
Groundwater samples collected from MW-1R, MW-3A, MW-4A, and MW-5 were analyzed for Total
Arsenic, Barium, Cadmium, Chromium, Copper, Iron, Lead, Manganese, Mercury, Selenium, Silver and
Zinc. Monitoring wells MW-3B and MW-5B were sampled for Total Manganese and Total Arsenic only.
Arsenic was reported in monitoring well MW-1R at 0.0285 mg/L, above the Massachusetts Drinking
Water Standard (0.01 mg/L), as well as the Method 1 GW-1 Risk Characterization Standard, pursuant to
the Massachusetts Contingency Plan (MCP). All other monitoring wells sampled reported Arsenic as
Non-Detect.
Release Notification was made to the DEP for the presence of similar concentrations of Arsenic in
groundwater in 2008. In 2009, the Site was listed as Adequately Regulated under the MCP, wherein
such localized impacts are confined to the property. Therefore, Release Notification to the MA DEP
pursuant to 310 CMR 40.0315, is not required.
Historically, similar concentrations of Arsenic, have been reported in monitoring wells MW-1 (May 2014)
and MW-3A (May/November 2012). Arsenic has consistently been reported above the MA Drinking
Water Standards and Method 1 GW-1 Standard in monitoring well MW-1R since November 2016, with
concentrations ranging from 0.0175 mg/L to 0.058 mg/L. The elevated concentrations of total metals
reported in MW-1R are attributed to naturally occurring metals leaching from native soils in a reducing
environment, as a result of decaying organic matter associated with previously buried wood waste in
contact with groundwater.
Concentrations of Arsenic above the MDWS and GW-1 Standards were reported in MW-3A during the
November 2020 sampling event. Subsequent Arsenic sampling in December 2020 at downgradient
monitoring well MW-3B reported concentrations of Arsenic as Non-Detect. Concentrations of Arsenic,
Iron and Manganese in MW-3A, previously seen increasing over the past few years, decreased
significantly during the May 2021 sampling event with concentrations of Arsenic reported as Non-Detect
and concentrations of Iron and Manganese <1.0. Similarly, concentrations of Arsenic in downgradient
monitoring wells MW-3B and MW-5B were also reported as Non-Detect during the May 2021 sampling
event. The elevated concentrations of these parameters at MW-3A are likely associated with the wood
waste reclamation and processing activities located directly upgradient. Future sampling events will
continue to include MW-3B and MW-5B for Arsenic analysis.
Total Iron was reported at concentrations exceeding Secondary Drinking Water Standards (SMCLs) in
groundwater samples collected from MW-1R, MW-3A, and MW-5. The highest concentration of Total
Iron was reported at MW-1R (37 mg/L). SMCLs are not health-based standards but were established to
preserve the aesthetic qualities (i.e., odor and taste) of drinking water. In October 2013, the MassDEP
adopted an Office of Research and Standards Guideline (ORSG) for manganese based on a modified
4
version of the US EPA Health Advisory for this element. The OSRG considers lifetime exposure (0.3 mg/L)
and acute exposure (1.0 mg/L) for the general population, as well as a precautionary standard for acute
exposure for children <1 year old (0.3 mg/L). Total Manganese was reported at concentrations
exceeding the SMCL and OSRG in groundwater samples collected from all of the wells sampled, with the
exception of MW-5B, where Manganese was reported above the SMCL, but below the OSRGs for chronic
and acute exposures. Iron and Manganese dissolve more readily in low oxygen environments and
where the groundwater is slightly acidic. This is consistent with the field parameters measured during
the May 2021 sampling event, wherein all wells exhibit Dissolved Oxygen concentrations below 1.0
mg/L, with the exception of MW-5B and MW-4A, where the lowest and third lowest concentrations of
Manganese were reported, respectively.
The tracking charts below show concentrations of Iron, Manganese and Arsenic over the past two and a
half years. In general, Iron concentrations appear to be increasing, however, during the May 2021
sampling event concentrations decreased in all wells except for MW-5. Manganese concentrations are
decreasing in MW-5 and appeared to be increasing slightly in the remaining wells. Concentrations of
Manganese decreased in all wells during the May 2021 sampling event, bucking this trend. Higher
concentrations of Arsenic are reported during November sampling at MW-1R and MW-3A and moderate
during sampling in May. The seasonal variations in concentrations may be due to fluctuations in
groundwater levels or increased precipitation events.
0
10
20
30
40
50
60
70
80
90
mg/LSampling Date
Total Iron Concentrations in Selected Wells -
November 2018 through May 2021
MW-1R
MW-4A
MW-3A
MW-5
5
3.2 Volatile Organic Compounds (VOCs)
Groundwater samples collected from monitoring wells MW-1R, MW-3A, MW-4A, and MW-5 were
analyzed for VOCs via EPA Method 8260. There were no VOCs reported in any of the wells tested above
the laboratory detection limits.
3.3 Poly-nuclear Aromatic Hydrocarbons (PAHs)
Groundwater samples collected from monitoring wells MW-1R, MW-3A, MW-4A, and MW-5 were
analyzed for PAHs. Trace concentrations of PAHs were identified in MW-1R and MW-5. The
concentrations reported are below the applicable MCP Method 1 Risk Characterization Standards. PAHs
0
2
4
6
8
10
12
14
16
18
20
mg/LSampling Date
Total Manganese Concentrations in Selected Wells -
November 2018 through May 2021
MW-1R
MW-4A
MW-3A
MW-5
0
0.01
0.02
0.03
0.04
0.05
0.06
0.07
mg/LSampling Date
Total Arsenic Concentrations in Seclected Wells -
November 2018 through May 2021
MW-1R
MW-4A
MW-3A
MW-5
6
have not been identified in sampling events over the past three years; future sampling events will
continue to monitor PAH concentrations at these wells.
3.4 Aggregate Organic Constituents
Groundwater samples collected from monitoring wells MW-1R, MW-3A, MW-4A, and MW-5 were
analyzed for Tannin & Lignin, Chemical Oxygen Demand (COD) and Total Organic Carbon (TOC). Tannin &
Lignin concentrations ranged from 0.3 to 2.8 mg/L, with the highest concentration of Tannin & Lignin
reported in MW-5. COD was reported as Non-Detect in MW-4A. The highest concentration of COD was
reported in MW-3A (70 mg/L) with lower concentrations reported in MW-5 (63 mg/L) and MW-1R (43
mg/L). Concentrations of TOC were reported in all wells, with the highest concentration reported in
MW-3A (25 mg/L). Concentrations of Tannin & Lignin, COD and TOC decreased in MW-1R and MW-3A
compared to the previous sampling event, with concentrations in MW-4A and MW-5 remaining
consistent with previous results. There are no regulatory standards established for these parameters.
Historical data for these parameters are presented in Table 2.
3.5 Formaldehyde
Groundwater samples collected from monitoring wells MW-1R, MW-3A, MW-4A, and MW-5 were
analyzed for formaldehyde. No concentrations of formaldehyde were detected in any monitoring wells
above the method detection limits.
3.6 General Chemistry
Groundwater samples collected from MW-1R, MW-3A, MW-4A, and MW-5 were analyzed for general
chemistry parameters including Alkalinity, Chloride, Total Cyanide, Sulfate, Sulfide and Total Dissolved
Solids (TDS). Monitoring wells MW-3B and MW-5B were sampled for TDS only. Historic data for the
general chemistry parameters is presented in Table 2.
The highest alkalinity value of 155 mg/L was reported at MW-5. There are no regulatory
standards for alkalinity.
Chloride was detected in all wells at concentrations between 7.5 mg/L and 48 mg/L. All of the
wells reported Chloride below the SMCL of 250 mg/L. The highest chloride value was reported at
monitoring well MW-5 (48 mg/L).
Total Cyanide was not detected in any well above the method detection limit of 0.005 mg/L.
Sulfide was also not detected in any of the wells sampled.
Sulfate was reported as Non-Detect in monitoring well MW-4A. Sulfate concentrations were
reported in the remaining wells below the Secondary Maximum Contaminant Levels and
consistent with historic data, as shown in Table 2.
TDS concentrations were reported below the SMCL of 500 mg/L in all wells. TDS concentrations
in monitoring wells MW-1R and MW-3A continue to moderate since the spike in concentrations
observed during the May 2020 sampling event. Future groundwater testing will include TDS in
the down gradient MW-3B and MW-5B locations while TDS concentrations remain elevated at
7
upgradient locations. Typically, increased organic concentrations result in a reducing
environment that would leach naturally occurring metals and increase TDS.
Groundwater samples collected from MW-1R, MW-3A, MW-4A, MW-5 were analyzed for Total Kjeldahl
Nitrogen (TKN), Nitrate, Nitrite, Total Nitrogen and Total Phosphorus. Monitoring wells MW-3B and
MW-5B were analyzed for TKN, Nitrate, and Total Nitrogen only.
Nitrate was not reported in any well above the Drinking Water Standard of 10 mg/L. The
highest concentration of Nitrate (4.16 mg/L) was reported in MW-4A. MW-3A reported
concentrations of Nitrate at 3.21 mg/L, and MW-5B reported concentrations of Nitrate at 1.03
mg/L. All other wells reported concentrations of Nitrate below 1.0 mg/L.
Nitrite was reported as Non-Detect in groundwater samples collected from all wells with the
exception of MW-3A, which reported concentrations of Nitrite at 0.082 mg/L.
TKN was reported as Non-Detect in monitoring wells MW-4A, MW-3B, and MW-5B. All
concentrations of TKN were reported below the Drinking Water Standard of 10 mg/L, with the
highest concentration detected in MW-5 (3.53 mg/L).
Total Nitrogen was reported in all wells except MW-3B. Concentrations of Total Nitrogen ranged
from 0.98 mg/L in MW-1R to 6 mg/L in MW-3A.
Total Phosphorus was detected in each of the monitoring wells sampled, with concentrations
ranging from 0.044 mg/L to 0.727 mg/L. The highest concentration was detected in monitoring
well MW-1R (0.727 mg/L). There is no state or federal groundwater standard for Phosphorus.
3.7 Field Parameters
Field parameters [temperature, pH, specific conductivity, dissolved oxygen (DO) and oxidation-reduction
potential (ORP)] were recorded during the May 2021 groundwater sampling event. The historic data for
the field parameters are presented on Table 2.
Groundwater temperatures varied between wells ranging from 46.5 to 67.3 degrees Fahrenheit.
pH values observed in all monitoring wells were below the Secondary Drinking Water Standard
(<6.5 S.U.), with the exception of MW-1R (6.99 S.U.). These values are typical of the slightly
acidic groundwater conditions of Cape Cod and are consistent with historical data.
Conductivity and DO concentrations varied from well to well with higher conductivity observed
in MW-1R, MW-3A, and MW-5. Low DO was observed in all wells with the exception of MW-5B.
4.0 CONCLUSIONS
The following is a summary of the key findings of the May 2021 groundwater monitoring event:
Total Arsenic was reported in MW-1R at 0.0285 mg/L above the MA Drinking Water Standard
(0.01 mg/L) and Method 1 GW-1 Risk Characterization Standard (0.01 mg/L). Although
concentrations of Arsenic in MW-1R exceed the Method 1 GW-1 Risk Characterization
Standards, the Site is considered Adequately Regulated under the MCP and therefore, no
Notification to the MA DEP is required. Sampling at downgradient wells reported arsenic
PROJECT:SCALE:BY:CHECK:JOB NUMBER:P.O. BOX 1555 - BREWSTER, MA 02631PHONE: (508) 896-1706 FAX: (508) 896-51091573 MAIN STREET - BREWSTER, MA 02631A NATURAL SYSTEMS UTILITIES COMPANYwww.bennett-ea.comGEOLOGISTS, ENGINEERS BENNETT ENVIRONMENTAL ASSOCIATES, LLC.As NotedSRFJTWK10740AA.X.EV.910TITLE:DATE:BEACAPE SAND & RECYCLING, LLCGROUNDWATER MONITORING1515 FREEMAN'S WAY - BREWSTER, MA 02631c/o JAY MERCHANTLEGENDMONITORING WELL0200400SCALE 1"=200'600SKETCH PLANSMALL WOOD WASTE HANDLING FACILITYGROUNDWATER CONTOUR 5/27/21REFERENCE- PLAN TITLED "GROUNDWATER CONTOUR PLAN", PREPAREDBY SITEC ENVIRONMENTAL, DATED FEB 2015- MASSACHUSETTS GIS, 2019 PHOTOGRAPHYNOTE: THIS SITE PLAN WAS NOT PREPARED FROM ANYINSTRUMENT SURVEY AND UNDER NO CIRCUMSTANCESSHOULD THE DISTANCES, BEARING AND/OR OTHER FEATURESSHOWN BE USED TO ESTABLISH PROPERTY LINES. ALLLOCATIONS ARE APPROXIMATE.MW-1RMW-3BMW-1(DESTROYED)MW-3AMW-2AMW-5MW-4AMW-6SITE ASSIGNED LIMITOF WOOD WASTERECLAMATION FACILITYAPPROXIMATE PROPERTYBOUNDARYABCPROCESSINGLEAFCOMPOSTINGWOOD WASTEDIVERSIONLICENSED SITE PROFESSIONALS, ENVIRONMENTAL SCIENTISTS, 12/2/2023.022.822.6MW-5B
Job Name:Cape Sand & Recycling Date(s): Time:AM/PM Tide:NA
Location:1515 Freemans Way, Brewster Job Number:K10740A
Sampler:JTW, RPT Measuring Point: Ground Surface or T.O.C
MW-1R 37.17 20.00 14.08 5.92 23.09 0.95 3.0+ NT 6.99 0.24 299 46.5 -140.6
MW-3A 66.43 49.00 43.97 5.03 22.46 0.80 3.0+ NT 6.11 0.11 554 67.3 110.8
MW-4A 81.97 66.00 59.47 6.53 22.50 1.04 3.5+ NT 5.04 1.45 115 61.3 168.0
MW-5 77.42 64.50 55.27 9.23 22.15 1.48 5.0+ NT 6.01 0.51 546 63.3 32.9
MW-6 84.65 69.00 62.13 6.87 22.52 1.10 NA NT NS NS NS NS NS
MW-5B 68.99 56.00 46.55 9.45 22.44 1.51 5.0+ NT 4.77 4.66 83 51.4 255.5
MW-3B 31.15 17.00 8.65 8.35 22.50 1.34 4.5+ NT 4.79 0.55 83 56.3 225.2
NOTES:
TOC
No odor, No sheen
No odor, No sheen
No odor, No sheen
NA = Not Applicable; NE = Not Established; NT = Not Taken
No odor, No sheen
No odor, No sheen
No odor, No sheen
Gauge only
All wells sampled after parameter stabilization
5/27/21
BENNETT ENVIRONMENTAL ASSOCIATES, LLC
A NATURAL SYSTEMS UTILITIES COMPANY
LICENSED SITE PROFESSIONALS, ENVIRONMENTAL SCIENTISTS, GEOLOGISTS, ENGINEERS
MONITORING WELL SAMPLING LOG
1573 Main Street
Brewster, MA 02631
Well
Number
Elev. of
reference
point
(feet)
Total
Depth
of Well
(feet)
Depth to
Water
(feet)
Standing
Water
Height
(feet)
Water
Table
Elevation
(feet)
Static
Volume
(gallons)
Volume
Purged
(gallons)
HNU
PI-101
(ppm)
pH
Dissolved
Oxygen
(mg/L)
Conductivity Temperature
(F)
Comments:
Phone: 508-896-1706
Fax: 508-896-5109
ORP
0.01 0.01 0.9 0.0285 <0.005 <0.005 <0.005 <0.005 <0.005
2 2 50 <0.01 0.034 <0.01 0.05 NA NA
0.005 0.005 0.004 <0.004 <0.004 <0.004 <0.004 NA NA
0.100 0.100 0.300 <0.01 <0.01 <0.01 <0.01 NA NA
1.3 NS NS <0.01 0.017 <0.01 <0.01 NA NA
0.3 S NS NS 37 0.488 <0.05 35.6 NA NA
0.015 0.015 0.010 <0.01 0.01 <0.01 <0.01 NA NA
0.05 S, 0.3/1.0 G NS NS 2.02 0.534 1.39 11.6 1.88 0.17
0.002 0.002 0.020 <0.0002 <0.0002 <0.0002 <0.0002 NA NA
0.05 0.050 0.100 <0.01 <0.01 <0.01 <0.01 NA NA
0.1 S 0.100 0.007 <0.007 <0.007 <0.007 <0.007 NA NA
5 S 5 0.900 <0.05 <0.05 <0.05 <0.05 NA NA
I I I ND ND ND ND NA NA
NS 0.010 20 <0.0001 <0.0001 <0.0001 <0.0001 NA NA
NS 0.020 6 <0.0001 <0.0001 <0.0001 <0.0001 NA NA
NS 0.030 0.040 <0.0001 <0.0001 <0.0001 <0.0001 NA NA
NS 0.060 0.030 <0.0001 <0.0001 <0.0001 <0.0001 NA NA
NS 0.001 1 <0.0001 <0.0001 <0.0001 <0.0001 NA NA
0.0002 0.0002 0.500 0.00012 <0.0001 <0.0001 <0.0001 NA NA
NS 0.001 0.400 0.00028 <0.0001 <0.0001 <0.0001 NA NA
NS 0.050 0.020 0.00019 <0.0001 <0.0001 <0.0001 NA NA
NS 0.001 0.100 <0.0001 <0.0001 <0.0001 <0.0001 NA NA
NS 0.002 0.070 <0.0001 <0.0001 <0.0001 <0.0001 NA NA
NS 0.0005 0.040 <0.0001 <0.0001 <0.0001 <0.0001 NA NA
NS 0.090 0.200 <0.0001 <0.0001 <0.0001 <0.0001 NA NA
NS 0.030 0.040 <0.0001 <0.0001 <0.0001 <0.0001 NA NA
NS 0.0005 0.100 0.00023 <0.0001 <0.0001 <0.0001 NA NA
NS 0.140 20 <0.0001 <0.0001 <0.0001 0.00027 NA NA
NS 0.040 10 <0.0001 <0.0001 <0.0001 <0.0001 NA NA
NS 0.080 0.020 <0.0001 <0.0001 <0.0001 <0.0001 NA NA
NS NS NS 1.3 1 0.3 2.8 NA NA
NS NS NS 43 70 <20 63 NA NA
NS NS NS 13 25 0.76 15 NA NA
NS NS NS <0.075 <0.75 <0.75 <0.75 NA NA
NS NS NS 127 154 30.6 155 NA NA
250 S NS NS 20 47 7.5 48 NA NA
0.2 0.2 0.030 <0.005 <0.005 <0.005 <0.005 NA NA
10 NS NS 0.978 2.77 <0.3 3.53 <0.3 <0.3
10 NS NS <0.1 3.21 4.16 0.106 <0.1 1.03
1 NS NS <0.05 0.082 <0.05 <0.05 NA NA
NS NS NS 0.98 6 4.2 3.6 <0.3 1
NS NS NS 0.727 0.064 0.044 0.182 NA NA
250 S NS NS 17 37 <10 56 NA NA
NS NS NS <0.1 <0.1 <0.1 <0.1 NA NA
500 S NS NS 210 350 69 330 61 44
NS NS NS 46.5 67.3 61.3 63.3 56.3 51.4
6.5-8.5 S NS NS 6.99 6.11 5.04 6.01 4.79 4.77
NS NS NS 299 554 115 546 83 83
NS NS NS 0.24 0.11 1.45 0.51 0.55 4.66
NS NS NS -140.6 110.8 168.0 32.9 225.2 255.5
MDWS = Massachusetts Drinking Water Standard (MMCL)
GW-1 = Massachusetts MCP Method 1 GW-1 standard
GW-3 = Massachusetts MCP Method 1 GW-3 standard
G = Massachusetts Drinking Water Guideline (ORSG)
S = Secondary Maximum Contaminant Levels (SMCL)
NA = Not Analyzed for Indicated Compound
NS = No Standard
I = VOCs Standards Specific to Individual Compound
U↓ = All VOC Compounds Analyzed but not found, except Compound Specified Below
U = Analyzed but not found; detection limit listed
= Indicates an exceedance of MMCL, ORSG, or Method 1 Standard
= Indicates an exceedance of SMCL
= Analyzed but not found; detection limit above a Standard
Dissloved Oxygen
Oxidation Reduction Potential (mV)
Formaldehyde
Total K Nitrogen (TKN)
Nitrite-N
Nitrogen, Total
Total Phosphorus
Sulfide
Total Dissolved Solids
pH (pH units)
AGGREGATE ORGANIC CONSTITUENTS
VOLATILE ORGANIC COMPOUNDS (VOCs)
POLY-NUCLEAR AROMATIC HYDROCARBONS (PAHs)
Lead
Arsenic
Barium
Cadmium
Chromium
Copper
Iron
MW-3APARAMETERMDWSMW-1RGW-1 GW-3
Selenium
Silver
Zinc
Dibenzo(a,h)anthracene
Benzo(ghi)perylene
Benzo(k)fluoranthene
Chrysene
Total VOCs
Fluoranthene
Fluorene
2-Methylnaphthalene
Acenaphthene
Acenaphthylene
Anthracene
Benzo(a)anthracene
Benzo(a)pyrene
Benzo(b)fluoranthene
Specific Conductivity (uS/cm)
Alkalinity (as CaCO3)
Chloride
Cyanide, Total
Nitrate-N
Temperature (oF)
Chemical Oxygen Demand (COD)
Naphthalene
Phenanthrene
Pyrene
Indeno(1,2,3-cd)Pyrene
Tannin & Lignin
Total Organic Carbon (TOC)
Table 1: Results of Groundwater Analyses Compared to Various Standards
Brewster Sand and Recycling - Samples collected 5/27/21
Manganese
Mercury
STANDARDS (mg/l)
MW-4A
RESULTS (mg/l)
TOTAL METALS
FIELD PARAMETERS
Sulfate
MW-5 MW-3B MW-5B
ALDEHYDES
GENERAL CHEMISTRY
PARAMETER
Nov-18 May-19 Nov-19 May-20 Nov-20 May-21 Nov-18 May-19 Nov-19 May-20 Nov-20 May-21 Nov-18 May-19 Nov-19 May-20 Nov-20 May-21 Nov-18 May-19 Nov-19 May-20 Nov-20 May-21
Arsenic 0.01 0.01 0.9 0.024 0.021 0.058 0.0175 0.0564 0.0285 0.0012 0.0020 0.0060 <0.005 0.0166 <0.005 <0.001 <0.001 <0.0010 <0.005 <0.005 <0.005 0.0019 0.0020 0.002 <0.005 <0.005 <0.005
Barium 2 2 50 <0.050 <0.050 <0.050 0.016 0.017 <0.01 <0.050 <0.050 <0.050 0.059 0.032 0.034 <0.050 <0.050 <0.050 <0.01 <0.01 <0.01 0.059 0.0602 0.066 0.066 0.048 0.05
Cadmium 0.005 0.005 0.004 <0.001 <0.001 <0.0010 <0.004 <0.004 <0.004 <0.001 <0.001 <0.0010 <0.004 <0.004 <0.004 <0.001 <0.001 <0.0010 <0.004 <0.004 <0.004 <0.001 <0.001 <0.0010 <0.004 <0.004 <0.004
Chromium 0.100 0.100 0.300 <0.050 <0.050 <0.050 <0.01 <0.01 <0.01 <0.050 <0.050 <0.050 <0.01 <0.01 <0.01 <0.050 <0.050 <0.050 <0.01 <0.01 <0.01 <0.050 <0.050 <0.050 <0.01 <0.01 <0.01
Copper 1.3 NS NS <0.010 <0.010 <0.010 <0.01 <0.01 <0.01 <0.010 <0.010 <0.010 0.0130 <0.01 0.017 <0.010 <0.010 <0.010 <0.01 <0.01 <0.01 <0.010 <0.010 <0.010 <0.01 <0.01 <0.01
Iron 0.3/1.0 G NS NS 19.1 32.2 52.3 51.6 82.5 37 1.14 2.21 9.61 0.232 23.6 0.488 0.103 <0.100 <0.0500 <0.05 0.084 <0.05 12.1 22.1 30.3 28.8 31.6 35.6
Lead 0.015 0.015 0.010 <0.001 0.0020 <0.0010 <0.01 <0.01 <0.01 <0.001 <0.001 <0.0010 <0.01 0.01 0.01 <0.001 <0.001 <0.0010 <0.01 <0.01 <0.01 <0.001 <0.001 0.001 <0.01 <0.01 <0.01
Manganese 0.3 G NS NS 0.734 1.45 2.890 2.56 5.96 2.02 0.308 0.844 2.76 2.76 4.44 0.534 1.06 1.02 1.14 1.14 1.33 1.39 19 17.7 15.5 13.5 12.2 11.6
Mercury 0.002 0.002 0.020 <0.0005 <0.0005 <0.0005 <0.0002 <0.0002 <0.0002 <0.0005 <0.0005 <0.0005 <0.0002 <0.0002 <0.0002 <0.0005 <0.0005 <0.0005 <0.0002 <0.0002 <0.0002 <0.0005 <0.0005 <0.0005 <0.0002 <0.0002 <0.0002
Selenium 0.05 0.050 0.100 <0.002 <0.002 <0.0020 <0.01 <0.01 <0.01 <0.002 <0.002 <0.0020 <0.01 <0.01 <0.01 <0.002 <0.002 <0.0020 <0.01 <0.01 <0.01 <0.002 <0.002 <0.0020 <0.01 <0.01 <0.01
Silver 0.1 S 0.100 0.007 <0.001 <0.001 <0.0010 <0.007 <0.007 <0.007 <0.001 <0.001 <0.0010 <0.007 <0.007 <0.007 <0.001 <0.001 <0.0010 <0.007 <0.007 <0.007 <0.001 <0.001 <0.0010 <0.007 <0.007 <0.007
Zinc 5 S 5 0.900 <0.10 <0.10 <0.10 <0.05 <0.05 <0.05 <0.10 <0.10 <0.10 <0.05 <0.05 <0.05 <0.10 <0.10 <0.10 <0.05 <0.05 <0.05 <0.10 <0.10 <0.10 <0.05 <0.05 <0.05
Total VOCs I I I ND 0.017 ND 0.7800 ND ND ND ND 0.0031 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND
2-Butanone (MEK)4.0 G 4 50 ND 0.005 ND 0.3600 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND
Acetone 6.3 G 6.3 50 ND 0.012 ND 0.4200 ND ND ND ND 0.0031 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND
2-Methylnaphthalene NS 0.010 20 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001
Acenaphthene NS 0.020 6 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001
Acenaphthylene NS 0.030 0.040 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001
Anthracene NS 0.060 0.030 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001
Benzo(a)anthracene NS 0.001 1 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001
Benzo(a)pyrene 0.0002 0.0002 0.500 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 0.00012 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001
Benzo(b)fluoranthene NS 0.001 0.400 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 0.00028 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001
Benzo(ghi)perylene NS 0.050 0.020 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 0.00019 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001
Benzo(k)fluoranthene NS 0.001 0.100 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001
Chrysene NS 0.002 0.070 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001
Dibenzo(a,h)anthracene NS 0.0005 0.040 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001
Fluoranthene NS 0.090 0.200 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001
Fluorene NS 0.030 0.040 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001
Indeno(1,2,3-cd)Pyrene NS 0.0005 0.100 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 0.00023 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001
Naphthalene NS 0.140 20 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 0.00027
Phenanthrene NS 0.040 10 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001
Pyrene NS 0.080 0.020 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.0001
Tannin & Lignin NS NS NS 1.9 5.3 <0.30 13 1.5 1.3 0.45 0.44 1.7 1.3 2.8 1 0.14 <0.12 <0.12 <0.2 <0.2 0.3 8.0 16.0 7.1 1.9 2.4 2.8
Chemical Oxygen Demand (COD)NS NS NS 19 32 43 500 68 43 <10 <10 26 86 100 70 <10 <10 <10 <20 <20 <20 35 38 44 73 48 63
Total Organic Carbon (TOC)NS NS NS 8.5 12 15.0 170 20 13 7.5 5.7 11 28 33 25 1.6 0.9 0.79 0.79 0.87 0.76 16 15 17 15 15 15
Formaldehyde NS NS NS <0.1 <0.1 <0.1 <0.75 <0.75 <0.75 <0.1 <0.1 <0.1 <0.75 <0.75 <0.75 <0.1 <0.1 <0.1 <0.75 <0.75 <0.75 <0.1 <0.1 <0.1 <0.75 <0.75 <0.75
Alkalinity (as CaCO3)NS NS NS 120 220 220 287 230 127 77 62 130 137 202 154 41 40 39 32.6 30.5 30.6 220 200 190 183 180 155
Chloride 250 S NS NS 6.3 21 25 28 54 20 18 14 26 88 48 47 9.7 7.7 7.8 8.2 7.8 7.5 36 38 38 42 44 48
Cyanide, Total 0.2 0.200 0.030 <0.01 <0.01 <0.01 <0.005 <0.005 <0.005 <0.01 <0.01 <0.01 <0.005 <0.005 <0.005 <0.01 <0.01 <0.01 <0.005 <0.005 <0.005 <0.01 <0.01 <0.01 <0.005 <0.005 <0.005
Total K Nitrogen (TKN)10 NS NS <0.50 <0.50 3.3 2.08 1.75 0.978 0.65 1.20 2.7 3.92 7.67 2.77 <0.50 <0.50 <0.50 <0.300 <0.300 <0.3 5.1 5.5 4.8 3.9 3.84 3.53
Nitrate-N 10 NS NS <0.25 <0.25 <0.25 0.1 0.1 <0.1 0.42 <0.25 <0.25 15.70 0.19 3.21 0.8 0.8 0.52 1.58 3.84 4.16 <0.25 0.27 0.35 0.40 0.247 0.106
Nitrite-N 1 NS NS <0.25 <0.25 0.33 0.073 <0.05 <0.05 <0.25 <0.25 0.26 0.14 <0.05 0.082 <0.25 <0.25 0.32 <0.05 <0.05 <0.05 <0.25 <0.25 0.38 0.07 <0.05 <0.05
Nitrogen, Total NS NS NS <0.25 <0.25 3.63 2.253 2.1 0.98 1.07 1.20 2.96 19.76 7.9 6 0.8 0.8 0.84 1.58 3.8 4.2 5.10 5.77 5.53 4.36 4 3.6
Total Phosphorus 0.05 S, 0.3/1.0 G NS NS 0.16 0.32 0.62 0.694 0.694 0.727 0.06 0.12 0.16 0.138 0.166 0.064 0.08 0.07 0.05 0.073 0.034 0.044 0.15 0.13 0.16 0.174 0.141 0.182
Sulfate 250 S NS NS 10 10 6.6 <10 33 17 110 38 91 49 100 37 <5.0 <5.0 <5.0 <10 <10 <10 73 84 91 78 74 56
Sulfide NS NS NS <0.20 <0.20 <0.20 <0.1 <0.1 <0.1 <0.20 <0.20 <0.20 <0.1 <0.1 <0.1 <0.20 <0.20 <0.20 <0.1 <0.1 <0.1 <0.20 <0.20 <0.20 <0.1 <0.1 <0.1
Total Dissolved Solids 500 S NS NS 120 260 230 600 430 210 240 150 300 520 470 350 56 94 76 75 86 69 310 370 380 380 400 330
Temperature (o F)NS NS NS 60.98 60.26 60.6 46.3 58.6 46.5 63.7 63.1 63.9 65.6 68.2 67.3 62.87 63.32 62.7 62.4 61.5 61.3 58.46 64.04 63.6 63.8 63.3 63.3
pH (pH units)6.5-8.5 S NS NS 7.15 6.17 6.80 6.97 6.85 6.99 6.46 5.86 6.29 6.21 6.64 6.11 5.64 5.19 5.22 5.1 5.22 5.04 5.42 5.62 6.08 6 6.06 6.01
Specific Conductivity (uS/cm)NS NS NS 418.5 270.2 738.0 356 604 299 418.5 183 745 1215 680 554 106 80.4 158 160 110.5 115 71.3 440.8 928 925 555 546
Dissolved Oxygen (mg/L)NS NS NS 0.25 0.67 0.05 0.84 0.12 0.24 0.3 0.28 0.06 0.15 0.11 0.11 0.05 1.03 0.12 0.09 0.12 1.45 3.73 1.19 0.75 0.58 0.72 0.51
MDWS = Massachusetts Drinking Water Standard (MMCL)
GW-1 = Massachusetts MCP Method 1 GW-1 standard
GW-3 = Massachusetts MCP Method 1 GW-3 standard
NA = Not Analyzed for Indicated Compound
G = Massachusetts Drinking Water Guideline (ORSG)
S = Secondary Maximum Contaminant Levels (SMCL)
NA = Not Analyzed for Indicated Compound
NS = No Standard
I = VOCs Standards Specific to Individual Compound
U↓ = All VOC Compounds Analyzed but not found, except Compound Specified Below
U = Analyzed but not found; detection limit listed
= Indicates an exceedance of MMCL, ORSG, or Method 1 Standard
= Indicates an exceedance of SMCL
*Dissolved
FIELD PARAMETERS
POLY-NUCLEAR AROMATIC HYDROCARBONS (PAHs)
VOLATILE ORGANIC COMPOUNDS (VOCs)
METALS
AGGREGATE ORGANIC CONSTITUENTS
Brewster Sand and Recycling
GENERAL CHEMISTRY
MW-3AMW-1R
Brewster, Massachusetts
Table 2: Temporal Groundwater Analysis Summary - November 2018 through May 2021
STANDARDS (mg/l)
GW-1 MW-5
ALDEHYDES
GW-3 MW-4A
1515 Freemans Way
MDWS
L2128729
Bennett Environmental Associates
K10740A
MERCHANT/BS&R
Client:
Project Name:
Project Number:
06/18/21
Eight Walkup Drive, Westborough, MA 01581-1019
Lab Number:
Report Date:
508-898-9220 (Fax) 508-898-9193 800-624-9220 - www.alphalab.com
1573 Main Street
Brewster, MA 02631
John Tadema-WielandtATTN:
ANALYTICAL REPORT
Certifications & Approvals: MA (M-MA086), NH NELAP (2064), CT (PH-0574), IL (200077), ME (MA00086), MD (348), NJ (MA935), NY (11148),
NC (25700/666), PA (68-03671), RI (LAO00065), TX (T104704476), VT (VT-0935), VA (460195), USDA (Permit #P330-17-00196).
(508) 896-1706Phone:
The original project report/data package is held by Alpha Analytical. This report/data package is paginated and should be reproduced only in its
entirety. Alpha Analytical holds no responsibility for results and/or data that are not consistent with the original.
Serial_No:06182119:50
Page 1 of 74
L2128729-01
L2128729-02
L2128729-03
L2128729-04
L2128729-05
L2128729-06
L2128729-07
L2128729-08
L2128729-09
L2128729-10
L2128729-11
L2128729-12
Alpha
Sample ID
MW-1R
MW-1R (FILTERED)
MW-3A
MW-3A (FILTERED)
MW-4A
MW-5
MW-5 (FILTERED)
MW-3B
MW-3B (FILTERED)
MW-5B
MW-5B (FILTERED)
TRIP BLANK
Client ID
1515 FREEMANS WAY, BREWSTER, MA
1515 FREEMANS WAY, BREWSTER, MA
1515 FREEMANS WAY, BREWSTER, MA
1515 FREEMANS WAY, BREWSTER, MA
1515 FREEMANS WAY, BREWSTER, MA
1515 FREEMANS WAY, BREWSTER, MA
1515 FREEMANS WAY, BREWSTER, MA
1515 FREEMANS WAY, BREWSTER, MA
1515 FREEMANS WAY, BREWSTER, MA
1515 FREEMANS WAY, BREWSTER, MA
1515 FREEMANS WAY, BREWSTER, MA
1515 FREEMANS WAY, BREWSTER, MA
Sample
Location
MERCHANT/BS&R
K10740A
Project Name:
Project Number:
Lab Number:
Report Date:
L2128729
06/18/21
05/27/21 15:35
05/27/21 15:35
05/27/21 14:35
05/27/21 14:35
05/27/21 13:45
05/27/21 12:15
05/27/21 12:15
05/27/21 10:30
05/27/21 10:30
05/27/21 11:15
05/27/21 11:15
05/27/21 00:00
Collection
Date/TimeMatrix Receive Date
WATER
WATER
WATER
WATER
WATER
WATER
WATER
WATER
WATER
WATER
WATER
WATER
05/28/21
05/28/21
05/28/21
05/28/21
05/28/21
05/28/21
05/28/21
05/28/21
05/28/21
05/28/21
05/28/21
05/28/21
Serial_No:06182119:50
Page 2 of 74
Project Name:
Project Number:
Lab Number:
Report Date:
Were all samples received in a condition consistent with those described on the Chain-of-
Custody, properly preserved (including temperature) in the field or laboratory, and
prepared/analyzed within method holding times?
Were the analytical method(s) and all associated QC requirements specified in the selected
CAM protocol(s) followed?
Were all required corrective actions and analytical response actions specified in the selected
CAM protocol(s) implemented for all identified performance standard non-conformances?
Does the laboratory report comply with all the reporting requirements specified in CAM VII A,
"Quality Assurance and Quality Control Guidelines for the Acquisition and Reporting of Analytical
Data?"
VPH, EPH, and APH Methods only: Was each method conducted without significant
modification(s)? (Refer to the individual method(s) for a list of significant modifications).
APH and TO-15 Methods only: Was the complete analyte list reported for each method?
Were all applicable CAM protocol QC and performance standard non-conformances identified
and evaluated in a laboratory narrative (including all "No" responses to Questions A through E)?
YES
YES
YES
YES
N/A
N/A
YES
A
B
C
D
E a.
E b.
F
MADEP MCP Response Action Analytical Report Certification
L2128729MERCHANT/BS&R
K10740A
Were the reporting limits at or below all CAM reporting limits specified in the selected CAM
protocol(s)?
Were all QC performance standards specified in the CAM protocol(s) achieved?
Were results reported for the complete analyte list specified in the selected CAM protocol(s)?
YES
NO
NO
G
H
I
A response to questions G, H and I is required for "Presumptive Certainty" status
This form provides certifications for all samples performed by MCP methods. Please refer to
the Sample Results and Container Information sections of this report for specification of
MCP methods used for each analysis. The following questions pertain only to MCP
Analytical Methods.
An affirmative response to questions A through F is required for "Presumptive Certainty" status
For any questions answered "No", please refer to the case narrative section on the following page(s).
06/18/21
Please note that sample matrix information is located in the Sample Results section of this report.
Serial_No:06182119:50
Page 3 of 74
MERCHANT/BS&R
K10740A
Project Name:
Project Number:
Lab Number:
Report Date:
L2128729
06/18/21
Case Narrative
The samples were received in accordance with the Chain of Custody and no significant deviations were encountered during the preparation
or analysis unless otherwise noted. Sample Receipt, Container Information, and the Chain of Custody are located at the back of the report.
Results contained within this report relate only to the samples submitted under this Alpha Lab Number and meet NELAP requirements for all
NELAP accredited parameters unless otherwise noted in the following narrative. The data presented in this report is organized by parameter
(i.e. VOC, SVOC, etc.). Sample specific Quality Control data (i.e. Surrogate Spike Recovery) is reported at the end of the target analyte list
for each individual sample, followed by the Laboratory Batch Quality Control at the end of each parameter. Tentatively Identified
Compounds (TICs), if requested, are reported for compounds identified to be present and are not part of the method/program Target
Compound List, even if only a subset of the TCL are being reported. If a sample was re-analyzed or re-extracted due to a required quality
control corrective action and if both sets of data are reported, the Laboratory ID of the re-analysis or re-extraction is designated with an "R"
or "RE", respectively.
When multiple Batch Quality Control elements are reported (e.g. more than one LCS), the associated samples for each element are noted in
the grey shaded header line of each data table. Any Laboratory Batch, Sample Specific % recovery or RPD value that is outside the listed
Acceptance Criteria is bolded in the report. In reference to questions H (CAM) or 4 (RCP) when "NO" is checked, the performance criteria
for CAM and RCP methods allow for some quality control failures to occur and still be within method compliance. In these instances, the
specific failure is not narrated but noted in the associated QC Outlier Summary Report, located directly after the Case Narrative. QC
information is also incorporated in the Data Usability Assessment table (Format 11) of our Data Merger tool, where it can be reviewed in
conjunction with the sample result, associated regulatory criteria and any associated data usability implications.
Soil/sediments, solids and tissues are reported on a dry weight basis unless otherwise noted. Definitions of all data qualifiers and acronyms
used in this report are provided in the Glossary located at the back of the report.
HOLD POLICY - For samples submitted on hold, Alpha's policy is to hold samples (with the exception of Air canisters) free of charge for 21
calendar days from the date the project is completed. After 21 calendar days, we will dispose of all samples submitted including those put
on hold unless you have contacted your Alpha Project Manager and made arrangements for Alpha to continue to hold the samples. Air
canisters will be disposed after 3 business days from the date the project is completed.
Please contact Project Management at 800-624-9220 with any questions.
Serial_No:06182119:50
Page 4 of 74
Case Narrative (continued)
MERCHANT/BS&R
K10740A
Project Name:
Project Number:
Lab Number:
Report Date:
L2128729
06/18/21
MCP Related Narratives
Volatile Organics
In reference to question H:
L2128729-01, -03, -05, -06, and -12: Initial Calibration did not meet:
Lowest Calibration Standard Minimum Response Factor: 1,4-dioxane (0.0021), 2-butanone (0.0922), 4-
methyl-2-pentanone (0.0915)
Average Response Factor: 1,4-dioxane, 2-butanone, 4-methyl-2-pentanone
L2128729-01, -03, -05, -06, and -12: The associated continuing calibration standard is outside the
acceptance criteria for several compounds; however, it is within overall method allowances. A copy of the
continuing calibration standard is included as an addendum to this report.
PAHs by SIM
In reference to question I:
All samples were analyzed for a subset of MCP analytes per client request.
Total Metals
In reference to question I:
All samples were analyzed for a subset of MCP analytes per client request.
Non-MCP Related Narratives
Sulfide
The WG1506719-4 MS recovery, performed on L2128729-03, is outside the acceptance criteria for sulfide
(60%); however, the associated LCS recovery is within criteria. No further action was taken.
Chemical Oxygen Demand
The WG1506220-4 Laboratory Duplicate RPD for chemical oxygen demand (26%), performed on L2128729-
01, is above the acceptance criteria; however, the sample and duplicate results are less than five times the
Serial_No:06182119:50
Page 5 of 74
Case Narrative (continued)
MERCHANT/BS&R
K10740A
Project Name:
Project Number:
Lab Number:
Report Date:
L2128729
06/18/21
reporting limit. Therefore, the RPD is valid.
Solids, Total Dissolved
The WG1506893-3 Laboratory Duplicate RPD for solids, total dissolved (15%), performed on L2128729-01, is
outside the acceptance criteria. The elevated RPD has been attributed to the non-homogeneous nature of the
native sample.
I, the undersigned, attest under the pains and penalties of perjury that, to the best of my knowledge and
belief and based upon my personal inquiry of those responsible for providing the information contained
in this analytical report, such information is accurate and complete. This certificate of analysis is not
complete unless this page accompanies any and all pages of this report.
Authorized Signature:
Title: Technical Director/Representative Date: 06/18/21
Serial_No:06182119:50
Page 6 of 74
MERCHANT/BS&R
K10740A
Project Name:
Project Number:
L2128729Lab Number:
Report Date:
QC OUTLIER SUMMARY REPORT
06/18/21
Method Client ID (Native ID)Lab ID Parameter QC Type
Recovery/RPD
(%)
QC Limits
(%)
Data Quality
Assessment
Associated
Samples
MCP Volatile Organics - Westborough Lab
MCP Semivolatile Organics by SIM - Westborough Lab
General Chemistry - Westborough Lab
WG1508458-3
WG1507077-2
WG1506893-3
WG1506220-4
WG1506719-4
Batch QC
Batch QC
Batch QC (L2128729-01)
Batch QC (L2128729-01)
Batch QC (L2128729-03)
8260C
8270D-SIM
2540C
410.4
9030B
1,4-Dioxane
Nitrobenzene-d5
Solids, Total Dissolved
Chemical Oxygen Demand
Sulfide
LCS
Surrogate
Duplicate
Duplicate
MS
136
133
15
26
60
70-130
30-130
10
20
70-130
01,03,05-
06,12
-
01,03,05-
06,08,10
01,03,05-06
01,03,05-06
potential high bias
potential high bias
non-directional bias
non-directional bias
potential low bias
Serial_No:06182119:50
Page 7 of 74
ORGANICS
Serial_No:06182119:50
Page 8 of 74
VOLATILES
Serial_No:06182119:50
Page 9 of 74
FF
Methylene chloride
1,1-Dichloroethane
Chloroform
Carbon tetrachloride
1,2-Dichloropropane
Dibromochloromethane
1,1,2-Trichloroethane
Tetrachloroethene
Chlorobenzene
Trichlorofluoromethane
1,2-Dichloroethane
1,1,1-Trichloroethane
Bromodichloromethane
trans-1,3-Dichloropropene
cis-1,3-Dichloropropene
1,3-Dichloropropene, Total
1,1-Dichloropropene
Bromoform
1,1,2,2-Tetrachloroethane
Benzene
Toluene
Ethylbenzene
Chloromethane
Bromomethane
Vinyl chloride
Chloroethane
1,1-Dichloroethene
trans-1,2-Dichloroethene
Parameter Result Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Qualifier Units RL
MCP Volatile Organics - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
2.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
2.0
1.0
1.0
1.0
0.40
0.40
0.40
2.0
2.0
1.0
0.50
1.0
1.0
2.0
2.0
1.0
2.0
1.0
1.0
06/18/21
MW-1RClient ID:
05/27/21 15:35Date Collected:
05/28/21Date Received:
1515 FREEMANS WAY, BREWSTER, MASample Location:
L2128729-01Lab ID:
Field Prep:Not Specified
Matrix:Water
Analytical Method:
Analytical Date:
Analyst:
97,8260C
06/07/21 10:27
MM
MDL
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
Sample Depth:
Serial_No:06182119:50
Page 10 of 74
Trichloroethene
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Methyl tert butyl ether
p/m-Xylene
o-Xylene
Xylenes, Total
cis-1,2-Dichloroethene
1,2-Dichloroethene, Total
Dibromomethane
1,2,3-Trichloropropane
Styrene
Dichlorodifluoromethane
Acetone
Carbon disulfide
Methyl ethyl ketone
Methyl isobutyl ketone
2-Hexanone
Bromochloromethane
Tetrahydrofuran
2,2-Dichloropropane
1,2-Dibromoethane
1,3-Dichloropropane
1,1,1,2-Tetrachloroethane
Bromobenzene
n-Butylbenzene
sec-Butylbenzene
tert-Butylbenzene
o-Chlorotoluene
p-Chlorotoluene
1,2-Dibromo-3-chloropropane
Hexachlorobutadiene
Isopropylbenzene
p-Isopropyltoluene
Naphthalene
n-Propylbenzene
Parameter Result Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Qualifier Units RL
MCP Volatile Organics - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
1.0
1.0
1.0
1.0
2.0
2.0
1.0
1.0
1.0
1.0
2.0
2.0
1.0
2.0
5.0
2.0
5.0
5.0
5.0
2.0
2.0
2.0
2.0
2.0
1.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
0.60
2.0
2.0
2.0
2.0
06/18/21
MW-1RClient ID:
05/27/21 15:35Date Collected:
05/28/21Date Received:
1515 FREEMANS WAY, BREWSTER, MASample Location:
L2128729-01Lab ID:
Field Prep:Not Specified
MDL
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
Sample Depth:
Serial_No:06182119:50
Page 11 of 74
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
1,3,5-Trimethylbenzene
1,2,4-Trimethylbenzene
Diethyl ether
Diisopropyl Ether
Ethyl-Tert-Butyl-Ether
Tertiary-Amyl Methyl Ether
1,4-Dioxane
Parameter Result Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
1
1
1
1
1
1
1
1
1
Qualifier Units RL
MCP Volatile Organics - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
250
1,2-Dichloroethane-d4
Toluene-d8
4-Bromofluorobenzene
Dibromofluoromethane
108
97
95
114
70-130
70-130
70-130
70-130
Acceptance
CriteriaSurrogate % Recovery Qualifier
06/18/21
MW-1RClient ID:
05/27/21 15:35Date Collected:
05/28/21Date Received:
1515 FREEMANS WAY, BREWSTER, MASample Location:
L2128729-01Lab ID:
Field Prep:Not Specified
MDL
--
--
--
--
--
--
--
--
--
Sample Depth:
Serial_No:06182119:50
Page 12 of 74
Methylene chloride
1,1-Dichloroethane
Chloroform
Carbon tetrachloride
1,2-Dichloropropane
Dibromochloromethane
1,1,2-Trichloroethane
Tetrachloroethene
Chlorobenzene
Trichlorofluoromethane
1,2-Dichloroethane
1,1,1-Trichloroethane
Bromodichloromethane
trans-1,3-Dichloropropene
cis-1,3-Dichloropropene
1,3-Dichloropropene, Total
1,1-Dichloropropene
Bromoform
1,1,2,2-Tetrachloroethane
Benzene
Toluene
Ethylbenzene
Chloromethane
Bromomethane
Vinyl chloride
Chloroethane
1,1-Dichloroethene
trans-1,2-Dichloroethene
Parameter Result Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Qualifier Units RL
MCP Volatile Organics - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
2.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
2.0
1.0
1.0
1.0
0.40
0.40
0.40
2.0
2.0
1.0
0.50
1.0
1.0
2.0
2.0
1.0
2.0
1.0
1.0
06/18/21
MW-3AClient ID:
05/27/21 14:35Date Collected:
05/28/21Date Received:
1515 FREEMANS WAY, BREWSTER, MASample Location:
L2128729-03Lab ID:
Field Prep:Not Specified
Matrix:Water
Analytical Method:
Analytical Date:
Analyst:
97,8260C
06/07/21 11:28
MM
MDL
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
Sample Depth:
Serial_No:06182119:50
Page 13 of 74
Trichloroethene
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Methyl tert butyl ether
p/m-Xylene
o-Xylene
Xylenes, Total
cis-1,2-Dichloroethene
1,2-Dichloroethene, Total
Dibromomethane
1,2,3-Trichloropropane
Styrene
Dichlorodifluoromethane
Acetone
Carbon disulfide
Methyl ethyl ketone
Methyl isobutyl ketone
2-Hexanone
Bromochloromethane
Tetrahydrofuran
2,2-Dichloropropane
1,2-Dibromoethane
1,3-Dichloropropane
1,1,1,2-Tetrachloroethane
Bromobenzene
n-Butylbenzene
sec-Butylbenzene
tert-Butylbenzene
o-Chlorotoluene
p-Chlorotoluene
1,2-Dibromo-3-chloropropane
Hexachlorobutadiene
Isopropylbenzene
p-Isopropyltoluene
Naphthalene
n-Propylbenzene
Parameter Result Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Qualifier Units RL
MCP Volatile Organics - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
1.0
1.0
1.0
1.0
2.0
2.0
1.0
1.0
1.0
1.0
2.0
2.0
1.0
2.0
5.0
2.0
5.0
5.0
5.0
2.0
2.0
2.0
2.0
2.0
1.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
0.60
2.0
2.0
2.0
2.0
06/18/21
MW-3AClient ID:
05/27/21 14:35Date Collected:
05/28/21Date Received:
1515 FREEMANS WAY, BREWSTER, MASample Location:
L2128729-03Lab ID:
Field Prep:Not Specified
MDL
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
Sample Depth:
Serial_No:06182119:50
Page 14 of 74
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
1,3,5-Trimethylbenzene
1,2,4-Trimethylbenzene
Diethyl ether
Diisopropyl Ether
Ethyl-Tert-Butyl-Ether
Tertiary-Amyl Methyl Ether
1,4-Dioxane
Parameter Result Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
1
1
1
1
1
1
1
1
1
Qualifier Units RL
MCP Volatile Organics - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
250
1,2-Dichloroethane-d4
Toluene-d8
4-Bromofluorobenzene
Dibromofluoromethane
110
95
99
110
70-130
70-130
70-130
70-130
Acceptance
CriteriaSurrogate % Recovery Qualifier
06/18/21
MW-3AClient ID:
05/27/21 14:35Date Collected:
05/28/21Date Received:
1515 FREEMANS WAY, BREWSTER, MASample Location:
L2128729-03Lab ID:
Field Prep:Not Specified
MDL
--
--
--
--
--
--
--
--
--
Sample Depth:
Serial_No:06182119:50
Page 15 of 74
Methylene chloride
1,1-Dichloroethane
Chloroform
Carbon tetrachloride
1,2-Dichloropropane
Dibromochloromethane
1,1,2-Trichloroethane
Tetrachloroethene
Chlorobenzene
Trichlorofluoromethane
1,2-Dichloroethane
1,1,1-Trichloroethane
Bromodichloromethane
trans-1,3-Dichloropropene
cis-1,3-Dichloropropene
1,3-Dichloropropene, Total
1,1-Dichloropropene
Bromoform
1,1,2,2-Tetrachloroethane
Benzene
Toluene
Ethylbenzene
Chloromethane
Bromomethane
Vinyl chloride
Chloroethane
1,1-Dichloroethene
trans-1,2-Dichloroethene
Parameter Result Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Qualifier Units RL
MCP Volatile Organics - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
2.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
2.0
1.0
1.0
1.0
0.40
0.40
0.40
2.0
2.0
1.0
0.50
1.0
1.0
2.0
2.0
1.0
2.0
1.0
1.0
06/18/21
MW-4AClient ID:
05/27/21 13:45Date Collected:
05/28/21Date Received:
1515 FREEMANS WAY, BREWSTER, MASample Location:
L2128729-05Lab ID:
Field Prep:Not Specified
Matrix:Water
Analytical Method:
Analytical Date:
Analyst:
97,8260C
06/07/21 10:57
MM
MDL
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
Sample Depth:
Serial_No:06182119:50
Page 16 of 74
Trichloroethene
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Methyl tert butyl ether
p/m-Xylene
o-Xylene
Xylenes, Total
cis-1,2-Dichloroethene
1,2-Dichloroethene, Total
Dibromomethane
1,2,3-Trichloropropane
Styrene
Dichlorodifluoromethane
Acetone
Carbon disulfide
Methyl ethyl ketone
Methyl isobutyl ketone
2-Hexanone
Bromochloromethane
Tetrahydrofuran
2,2-Dichloropropane
1,2-Dibromoethane
1,3-Dichloropropane
1,1,1,2-Tetrachloroethane
Bromobenzene
n-Butylbenzene
sec-Butylbenzene
tert-Butylbenzene
o-Chlorotoluene
p-Chlorotoluene
1,2-Dibromo-3-chloropropane
Hexachlorobutadiene
Isopropylbenzene
p-Isopropyltoluene
Naphthalene
n-Propylbenzene
Parameter Result Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Qualifier Units RL
MCP Volatile Organics - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
1.0
1.0
1.0
1.0
2.0
2.0
1.0
1.0
1.0
1.0
2.0
2.0
1.0
2.0
5.0
2.0
5.0
5.0
5.0
2.0
2.0
2.0
2.0
2.0
1.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
0.60
2.0
2.0
2.0
2.0
06/18/21
MW-4AClient ID:
05/27/21 13:45Date Collected:
05/28/21Date Received:
1515 FREEMANS WAY, BREWSTER, MASample Location:
L2128729-05Lab ID:
Field Prep:Not Specified
MDL
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
Sample Depth:
Serial_No:06182119:50
Page 17 of 74
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
1,3,5-Trimethylbenzene
1,2,4-Trimethylbenzene
Diethyl ether
Diisopropyl Ether
Ethyl-Tert-Butyl-Ether
Tertiary-Amyl Methyl Ether
1,4-Dioxane
Parameter Result Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
1
1
1
1
1
1
1
1
1
Qualifier Units RL
MCP Volatile Organics - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
250
1,2-Dichloroethane-d4
Toluene-d8
4-Bromofluorobenzene
Dibromofluoromethane
109
95
96
111
70-130
70-130
70-130
70-130
Acceptance
CriteriaSurrogate % Recovery Qualifier
06/18/21
MW-4AClient ID:
05/27/21 13:45Date Collected:
05/28/21Date Received:
1515 FREEMANS WAY, BREWSTER, MASample Location:
L2128729-05Lab ID:
Field Prep:Not Specified
MDL
--
--
--
--
--
--
--
--
--
Sample Depth:
Serial_No:06182119:50
Page 18 of 74
Methylene chloride
1,1-Dichloroethane
Chloroform
Carbon tetrachloride
1,2-Dichloropropane
Dibromochloromethane
1,1,2-Trichloroethane
Tetrachloroethene
Chlorobenzene
Trichlorofluoromethane
1,2-Dichloroethane
1,1,1-Trichloroethane
Bromodichloromethane
trans-1,3-Dichloropropene
cis-1,3-Dichloropropene
1,3-Dichloropropene, Total
1,1-Dichloropropene
Bromoform
1,1,2,2-Tetrachloroethane
Benzene
Toluene
Ethylbenzene
Chloromethane
Bromomethane
Vinyl chloride
Chloroethane
1,1-Dichloroethene
trans-1,2-Dichloroethene
Parameter Result Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Qualifier Units RL
MCP Volatile Organics - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
2.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
2.0
1.0
1.0
1.0
0.40
0.40
0.40
2.0
2.0
1.0
0.50
1.0
1.0
2.0
2.0
1.0
2.0
1.0
1.0
06/18/21
MW-5Client ID:
05/27/21 12:15Date Collected:
05/28/21Date Received:
1515 FREEMANS WAY, BREWSTER, MASample Location:
L2128729-06Lab ID:
Field Prep:Not Specified
Matrix:Water
Analytical Method:
Analytical Date:
Analyst:
97,8260C
06/07/21 11:59
MM
MDL
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
Sample Depth:
Serial_No:06182119:50
Page 19 of 74
Trichloroethene
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Methyl tert butyl ether
p/m-Xylene
o-Xylene
Xylenes, Total
cis-1,2-Dichloroethene
1,2-Dichloroethene, Total
Dibromomethane
1,2,3-Trichloropropane
Styrene
Dichlorodifluoromethane
Acetone
Carbon disulfide
Methyl ethyl ketone
Methyl isobutyl ketone
2-Hexanone
Bromochloromethane
Tetrahydrofuran
2,2-Dichloropropane
1,2-Dibromoethane
1,3-Dichloropropane
1,1,1,2-Tetrachloroethane
Bromobenzene
n-Butylbenzene
sec-Butylbenzene
tert-Butylbenzene
o-Chlorotoluene
p-Chlorotoluene
1,2-Dibromo-3-chloropropane
Hexachlorobutadiene
Isopropylbenzene
p-Isopropyltoluene
Naphthalene
n-Propylbenzene
Parameter Result Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Qualifier Units RL
MCP Volatile Organics - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
1.0
1.0
1.0
1.0
2.0
2.0
1.0
1.0
1.0
1.0
2.0
2.0
1.0
2.0
5.0
2.0
5.0
5.0
5.0
2.0
2.0
2.0
2.0
2.0
1.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
0.60
2.0
2.0
2.0
2.0
06/18/21
MW-5Client ID:
05/27/21 12:15Date Collected:
05/28/21Date Received:
1515 FREEMANS WAY, BREWSTER, MASample Location:
L2128729-06Lab ID:
Field Prep:Not Specified
MDL
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
Sample Depth:
Serial_No:06182119:50
Page 20 of 74
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
1,3,5-Trimethylbenzene
1,2,4-Trimethylbenzene
Diethyl ether
Diisopropyl Ether
Ethyl-Tert-Butyl-Ether
Tertiary-Amyl Methyl Ether
1,4-Dioxane
Parameter Result Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
1
1
1
1
1
1
1
1
1
Qualifier Units RL
MCP Volatile Organics - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
250
1,2-Dichloroethane-d4
Toluene-d8
4-Bromofluorobenzene
Dibromofluoromethane
116
95
99
119
70-130
70-130
70-130
70-130
Acceptance
CriteriaSurrogate % Recovery Qualifier
06/18/21
MW-5Client ID:
05/27/21 12:15Date Collected:
05/28/21Date Received:
1515 FREEMANS WAY, BREWSTER, MASample Location:
L2128729-06Lab ID:
Field Prep:Not Specified
MDL
--
--
--
--
--
--
--
--
--
Sample Depth:
Serial_No:06182119:50
Page 21 of 74
Methylene chloride
1,1-Dichloroethane
Chloroform
Carbon tetrachloride
1,2-Dichloropropane
Dibromochloromethane
1,1,2-Trichloroethane
Tetrachloroethene
Chlorobenzene
Trichlorofluoromethane
1,2-Dichloroethane
1,1,1-Trichloroethane
Bromodichloromethane
trans-1,3-Dichloropropene
cis-1,3-Dichloropropene
1,3-Dichloropropene, Total
1,1-Dichloropropene
Bromoform
1,1,2,2-Tetrachloroethane
Benzene
Toluene
Ethylbenzene
Chloromethane
Bromomethane
Vinyl chloride
Chloroethane
1,1-Dichloroethene
trans-1,2-Dichloroethene
Parameter Result Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Qualifier Units RL
MCP Volatile Organics - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
2.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
2.0
1.0
1.0
1.0
0.40
0.40
0.40
2.0
2.0
1.0
0.50
1.0
1.0
2.0
2.0
1.0
2.0
1.0
1.0
06/18/21
TRIP BLANKClient ID:
05/27/21 00:00Date Collected:
05/28/21Date Received:
1515 FREEMANS WAY, BREWSTER, MASample Location:
L2128729-12Lab ID:
Field Prep:Not Specified
Matrix:Water
Analytical Method:
Analytical Date:
Analyst:
97,8260C
06/07/21 07:53
MM
MDL
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
Sample Depth:
Serial_No:06182119:50
Page 22 of 74
Trichloroethene
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Methyl tert butyl ether
p/m-Xylene
o-Xylene
Xylenes, Total
cis-1,2-Dichloroethene
1,2-Dichloroethene, Total
Dibromomethane
1,2,3-Trichloropropane
Styrene
Dichlorodifluoromethane
Acetone
Carbon disulfide
Methyl ethyl ketone
Methyl isobutyl ketone
2-Hexanone
Bromochloromethane
Tetrahydrofuran
2,2-Dichloropropane
1,2-Dibromoethane
1,3-Dichloropropane
1,1,1,2-Tetrachloroethane
Bromobenzene
n-Butylbenzene
sec-Butylbenzene
tert-Butylbenzene
o-Chlorotoluene
p-Chlorotoluene
1,2-Dibromo-3-chloropropane
Hexachlorobutadiene
Isopropylbenzene
p-Isopropyltoluene
Naphthalene
n-Propylbenzene
Parameter Result Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Qualifier Units RL
MCP Volatile Organics - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
1.0
1.0
1.0
1.0
2.0
2.0
1.0
1.0
1.0
1.0
2.0
2.0
1.0
2.0
5.0
2.0
5.0
5.0
5.0
2.0
2.0
2.0
2.0
2.0
1.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
0.60
2.0
2.0
2.0
2.0
06/18/21
TRIP BLANKClient ID:
05/27/21 00:00Date Collected:
05/28/21Date Received:
1515 FREEMANS WAY, BREWSTER, MASample Location:
L2128729-12Lab ID:
Field Prep:Not Specified
MDL
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
Sample Depth:
Serial_No:06182119:50
Page 23 of 74
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
1,3,5-Trimethylbenzene
1,2,4-Trimethylbenzene
Diethyl ether
Diisopropyl Ether
Ethyl-Tert-Butyl-Ether
Tertiary-Amyl Methyl Ether
1,4-Dioxane
Parameter Result Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
1
1
1
1
1
1
1
1
1
Qualifier Units RL
MCP Volatile Organics - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
250
1,2-Dichloroethane-d4
Toluene-d8
4-Bromofluorobenzene
Dibromofluoromethane
96
96
99
107
70-130
70-130
70-130
70-130
Acceptance
CriteriaSurrogate % Recovery Qualifier
06/18/21
TRIP BLANKClient ID:
05/27/21 00:00Date Collected:
05/28/21Date Received:
1515 FREEMANS WAY, BREWSTER, MASample Location:
L2128729-12Lab ID:
Field Prep:Not Specified
MDL
--
--
--
--
--
--
--
--
--
Sample Depth:
Serial_No:06182119:50
Page 24 of 74
Method Blank Analysis
Batch Quality Control
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
06/07/21 07:22
97,8260CAnalytical Method:
Analytical Date:
06/18/21
Analyst:MM
Methylene chloride
1,1-Dichloroethane
Chloroform
Carbon tetrachloride
1,2-Dichloropropane
Dibromochloromethane
1,1,2-Trichloroethane
Tetrachloroethene
Chlorobenzene
Trichlorofluoromethane
1,2-Dichloroethane
1,1,1-Trichloroethane
Bromodichloromethane
trans-1,3-Dichloropropene
cis-1,3-Dichloropropene
1,3-Dichloropropene, Total
1,1-Dichloropropene
Bromoform
1,1,2,2-Tetrachloroethane
Benzene
Toluene
Ethylbenzene
Chloromethane
Bromomethane
Vinyl chloride
Chloroethane
1,1-Dichloroethene
trans-1,2-Dichloroethene
Trichloroethene
Parameter Result
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
RL
2.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
2.0
1.0
1.0
1.0
0.40
0.40
0.40
2.0
2.0
1.0
0.50
1.0
1.0
2.0
2.0
1.0
2.0
1.0
1.0
1.0
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
UnitsQualifier
MCP Volatile Organics - Westborough Lab for sample(s): 01,03,05-06,12 Batch: WG1508458-5
MDL
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
Serial_No:06182119:50
Page 25 of 74
Method Blank Analysis
Batch Quality Control
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
06/07/21 07:22
97,8260CAnalytical Method:
Analytical Date:
06/18/21
Analyst:MM
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Methyl tert butyl ether
p/m-Xylene
o-Xylene
Xylenes, Total
cis-1,2-Dichloroethene
1,2-Dichloroethene, Total
Dibromomethane
1,2,3-Trichloropropane
Styrene
Dichlorodifluoromethane
Acetone
Carbon disulfide
Methyl ethyl ketone
Methyl isobutyl ketone
2-Hexanone
Bromochloromethane
Tetrahydrofuran
2,2-Dichloropropane
1,2-Dibromoethane
1,3-Dichloropropane
1,1,1,2-Tetrachloroethane
Bromobenzene
n-Butylbenzene
sec-Butylbenzene
tert-Butylbenzene
o-Chlorotoluene
Parameter Result
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
RL
1.0
1.0
1.0
2.0
2.0
1.0
1.0
1.0
1.0
2.0
2.0
1.0
2.0
5.0
2.0
5.0
5.0
5.0
2.0
2.0
2.0
2.0
2.0
1.0
2.0
2.0
2.0
2.0
2.0
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
UnitsQualifier
MCP Volatile Organics - Westborough Lab for sample(s): 01,03,05-06,12 Batch: WG1508458-5
MDL
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
Serial_No:06182119:50
Page 26 of 74
Method Blank Analysis
Batch Quality Control
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
06/07/21 07:22
97,8260CAnalytical Method:
Analytical Date:
06/18/21
Analyst:MM
p-Chlorotoluene
1,2-Dibromo-3-chloropropane
Hexachlorobutadiene
Isopropylbenzene
p-Isopropyltoluene
Naphthalene
n-Propylbenzene
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
1,3,5-Trimethylbenzene
1,2,4-Trimethylbenzene
Diethyl ether
Diisopropyl Ether
Ethyl-Tert-Butyl-Ether
Tertiary-Amyl Methyl Ether
1,4-Dioxane
Parameter Result
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
RL
2.0
2.0
0.60
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
250
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
UnitsQualifier
MCP Volatile Organics - Westborough Lab for sample(s): 01,03,05-06,12 Batch: WG1508458-5
1,2-Dichloroethane-d4
Toluene-d8
4-Bromofluorobenzene
Dibromofluoromethane
93
98
97
102
70-130
70-130
70-130
70-130
Surrogate %Recovery Qualifier
Acceptance
Criteria
MDL
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
Serial_No:06182119:50
Page 27 of 74
Methylene chloride
1,1-Dichloroethane
Chloroform
Carbon tetrachloride
1,2-Dichloropropane
Dibromochloromethane
1,1,2-Trichloroethane
Tetrachloroethene
Chlorobenzene
Trichlorofluoromethane
1,2-Dichloroethane
1,1,1-Trichloroethane
Bromodichloromethane
trans-1,3-Dichloropropene
cis-1,3-Dichloropropene
1,1-Dichloropropene
Bromoform
1,1,2,2-Tetrachloroethane
Benzene
Toluene
Ethylbenzene
Chloromethane
Bromomethane
98
100
110
100
100
110
110
100
100
110
110
100
110
110
100
96
110
100
100
98
98
87
87
90
95
100
98
100
100
100
91
93
97
110
93
100
100
100
90
110
100
95
88
87
80
81
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
9
5
10
2
0
10
10
9
7
13
0
7
10
10
0
6
0
0
5
11
12
8
7
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
Parameter
LCS
%Recovery
LCSD
%Recovery
%Recovery
Limits RPD
RPD
Limits
MCP Volatile Organics - Westborough Lab Associated sample(s): 01,03,05-06,12 Batch: WG1508458-3 WG1508458-4
Lab Control Sample Analysis
Batch Quality ControlProject Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
06/18/21
Qual Qual Qual
Serial_No:06182119:50
Page 28 of 74
Vinyl chloride
Chloroethane
1,1-Dichloroethene
trans-1,2-Dichloroethene
Trichloroethene
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Methyl tert butyl ether
p/m-Xylene
o-Xylene
cis-1,2-Dichloroethene
Dibromomethane
1,2,3-Trichloropropane
Styrene
Dichlorodifluoromethane
Acetone
Carbon disulfide
Methyl ethyl ketone
Methyl isobutyl ketone
2-Hexanone
Bromochloromethane
Tetrahydrofuran
96
110
99
99
98
99
96
97
110
100
100
100
110
98
105
87
110
95
130
100
100
110
110
88
93
92
94
96
92
92
91
110
90
90
100
110
99
95
79
120
88
130
100
110
100
130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
9
17
7
5
2
7
4
6
0
11
11
0
0
1
10
10
9
8
0
0
10
10
17
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
Parameter
LCS
%Recovery
LCSD
%Recovery
%Recovery
Limits RPD
RPD
Limits
MCP Volatile Organics - Westborough Lab Associated sample(s): 01,03,05-06,12 Batch: WG1508458-3 WG1508458-4
Lab Control Sample Analysis
Batch Quality ControlProject Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
06/18/21
Qual Qual Qual
Serial_No:06182119:50
Page 29 of 74
2,2-Dichloropropane
1,2-Dibromoethane
1,3-Dichloropropane
1,1,1,2-Tetrachloroethane
Bromobenzene
n-Butylbenzene
sec-Butylbenzene
tert-Butylbenzene
o-Chlorotoluene
p-Chlorotoluene
1,2-Dibromo-3-chloropropane
Hexachlorobutadiene
Isopropylbenzene
p-Isopropyltoluene
Naphthalene
n-Propylbenzene
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
1,3,5-Trimethylbenzene
1,2,4-Trimethylbenzene
Diethyl ether
Diisopropyl Ether
Ethyl-Tert-Butyl-Ether
100
110
100
100
98
85
83
84
90
91
89
80
86
84
91
86
100
95
88
89
120
100
100
95
100
100
97
96
79
78
79
85
87
90
73
80
78
88
82
93
89
82
82
120
100
100
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
5
10
0
3
2
7
6
6
6
4
1
9
7
7
3
5
7
7
7
8
0
0
0
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
Parameter
LCS
%Recovery
LCSD
%Recovery
%Recovery
Limits RPD
RPD
Limits
MCP Volatile Organics - Westborough Lab Associated sample(s): 01,03,05-06,12 Batch: WG1508458-3 WG1508458-4
Lab Control Sample Analysis
Batch Quality ControlProject Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
06/18/21
Qual Qual Qual
Serial_No:06182119:50
Page 30 of 74
Tertiary-Amyl Methyl Ether
1,4-Dioxane
110
136
110
124
70-130
70-130
0
9
20
20
Parameter
LCS
%Recovery
LCSD
%Recovery
%Recovery
Limits RPD
RPD
Limits
MCP Volatile Organics - Westborough Lab Associated sample(s): 01,03,05-06,12 Batch: WG1508458-3 WG1508458-4
Lab Control Sample Analysis
Batch Quality ControlProject Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
1,2-Dichloroethane-d4
Toluene-d8
4-Bromofluorobenzene
Dibromofluoromethane
104
94
87
104
70-130
70-130
70-130
70-130
108
96
91
112
Surrogate Qual%Recovery Qual%Recovery
LCS LCSD
06/18/21
Acceptance
Criteria
Qual Qual
Q
Qual
Serial_No:06182119:50
Page 31 of 74
SEMIVOLATILES
Serial_No:06182119:50
Page 32 of 74
FF
Acenaphthene
Fluoranthene
Naphthalene
Benzo(a)anthracene
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(k)fluoranthene
Chrysene
Acenaphthylene
Anthracene
Benzo(ghi)perylene
Fluorene
Phenanthrene
Dibenzo(a,h)anthracene
Indeno(1,2,3-cd)pyrene
Pyrene
2-Methylnaphthalene
Parameter Result Dilution Factor
ND
ND
ND
ND
0.12
0.28
ND
ND
ND
ND
0.19
ND
ND
ND
0.23
ND
ND
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Qualifier Units RL
MCP PAHs by SIM - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
Nitrobenzene-d5
2-Fluorobiphenyl
4-Terphenyl-d14
109
59
65
30-130
30-130
30-130
Acceptance
CriteriaSurrogate % Recovery Qualifier
06/18/21
MW-1RClient ID:
05/27/21 15:35Date Collected:
05/28/21Date Received:
1515 FREEMANS WAY, BREWSTER, MASample Location:
L2128729-01Lab ID:
Field Prep:Not Specified
Matrix:Water Extraction Method:
Analytical Method:
Analytical Date:
Analyst:
97,8270D-SIM
06/05/21 14:19
DV
EPA 3510C
Extraction Date:06/03/21 10:07
MDL
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
Sample Depth:
Serial_No:06182119:50
Page 33 of 74
Acenaphthene
Fluoranthene
Naphthalene
Benzo(a)anthracene
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(k)fluoranthene
Chrysene
Acenaphthylene
Anthracene
Benzo(ghi)perylene
Fluorene
Phenanthrene
Dibenzo(a,h)anthracene
Indeno(1,2,3-cd)pyrene
Pyrene
2-Methylnaphthalene
Parameter Result Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Qualifier Units RL
MCP PAHs by SIM - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
Nitrobenzene-d5
2-Fluorobiphenyl
4-Terphenyl-d14
126
65
68
30-130
30-130
30-130
Acceptance
CriteriaSurrogate % Recovery Qualifier
06/18/21
MW-3AClient ID:
05/27/21 14:35Date Collected:
05/28/21Date Received:
1515 FREEMANS WAY, BREWSTER, MASample Location:
L2128729-03Lab ID:
Field Prep:Not Specified
Matrix:Water Extraction Method:
Analytical Method:
Analytical Date:
Analyst:
97,8270D-SIM
06/05/21 14:36
DV
EPA 3510C
Extraction Date:06/03/21 10:07
MDL
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
Sample Depth:
Serial_No:06182119:50
Page 34 of 74
Acenaphthene
Fluoranthene
Naphthalene
Benzo(a)anthracene
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(k)fluoranthene
Chrysene
Acenaphthylene
Anthracene
Benzo(ghi)perylene
Fluorene
Phenanthrene
Dibenzo(a,h)anthracene
Indeno(1,2,3-cd)pyrene
Pyrene
2-Methylnaphthalene
Parameter Result Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Qualifier Units RL
MCP PAHs by SIM - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
Nitrobenzene-d5
2-Fluorobiphenyl
4-Terphenyl-d14
119
63
69
30-130
30-130
30-130
Acceptance
CriteriaSurrogate % Recovery Qualifier
06/18/21
MW-4AClient ID:
05/27/21 13:45Date Collected:
05/28/21Date Received:
1515 FREEMANS WAY, BREWSTER, MASample Location:
L2128729-05Lab ID:
Field Prep:Not Specified
Matrix:Water Extraction Method:
Analytical Method:
Analytical Date:
Analyst:
97,8270D-SIM
06/05/21 14:52
DV
EPA 3510C
Extraction Date:06/03/21 10:07
MDL
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
Sample Depth:
Serial_No:06182119:50
Page 35 of 74
Acenaphthene
Fluoranthene
Naphthalene
Benzo(a)anthracene
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(k)fluoranthene
Chrysene
Acenaphthylene
Anthracene
Benzo(ghi)perylene
Fluorene
Phenanthrene
Dibenzo(a,h)anthracene
Indeno(1,2,3-cd)pyrene
Pyrene
2-Methylnaphthalene
Parameter Result Dilution Factor
ND
ND
0.27
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Qualifier Units RL
MCP PAHs by SIM - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
Nitrobenzene-d5
2-Fluorobiphenyl
4-Terphenyl-d14
116
61
67
30-130
30-130
30-130
Acceptance
CriteriaSurrogate % Recovery Qualifier
06/18/21
MW-5Client ID:
05/27/21 12:15Date Collected:
05/28/21Date Received:
1515 FREEMANS WAY, BREWSTER, MASample Location:
L2128729-06Lab ID:
Field Prep:Not Specified
Matrix:Water Extraction Method:
Analytical Method:
Analytical Date:
Analyst:
97,8270D-SIM
06/05/21 15:09
DV
EPA 3510C
Extraction Date:06/03/21 10:07
MDL
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
Sample Depth:
Serial_No:06182119:50
Page 36 of 74
Method Blank Analysis
Batch Quality Control
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
06/05/21 13:30
97,8270D-SIMAnalytical Method:
Analytical Date:
Extraction Method:EPA 3510C
Extraction Date:06/03/21 09:59
06/18/21
Analyst:RP
Acenaphthene
Fluoranthene
Naphthalene
Benzo(a)anthracene
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(k)fluoranthene
Chrysene
Acenaphthylene
Anthracene
Benzo(ghi)perylene
Fluorene
Phenanthrene
Dibenzo(a,h)anthracene
Indeno(1,2,3-cd)pyrene
Pyrene
2-Methylnaphthalene
Parameter Result
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
RL
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
UnitsQualifier
MCP Semivolatile Organics by SIM - Westborough Lab for sample(s): 01,03,05-06 Batch: WG1507077-1
Nitrobenzene-d5
2-Fluorobiphenyl
4-Terphenyl-d14
105
56
76
30-130
30-130
30-130
Surrogate %Recovery Qualifier
Acceptance
Criteria
MDL
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
Serial_No:06182119:50
Page 37 of 74
Acenaphthene
Fluoranthene
Naphthalene
Benzo(a)anthracene
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(k)fluoranthene
Chrysene
Acenaphthylene
Anthracene
Benzo(ghi)perylene
Fluorene
Phenanthrene
Dibenzo(a,h)anthracene
Indeno(1,2,3-cd)pyrene
Pyrene
2-Methylnaphthalene
88
97
83
95
96
95
77
80
83
99
90
91
91
96
104
94
90
84
94
78
92
95
96
86
79
79
98
90
88
89
94
101
91
86
40-140
40-140
40-140
40-140
40-140
40-140
40-140
40-140
40-140
40-140
40-140
40-140
40-140
40-140
40-140
40-140
40-140
5
3
6
3
1
1
11
1
5
1
0
3
2
2
3
3
5
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
Parameter
LCS
%Recovery
LCSD
%Recovery
%Recovery
Limits RPD
RPD
Limits
MCP Semivolatile Organics by SIM - Westborough Lab Associated sample(s): 01,03,05-06 Batch: WG1507077-2 WG1507077-3
Lab Control Sample Analysis
Batch Quality ControlProject Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
06/18/21
Qual Qual Qual
Serial_No:06182119:50
Page 38 of 74
Parameter
LCS
%Recovery
LCSD
%Recovery
%Recovery
Limits RPD
RPD
Limits
MCP Semivolatile Organics by SIM - Westborough Lab Associated sample(s): 01,03,05-06 Batch: WG1507077-2 WG1507077-3
Lab Control Sample Analysis
Batch Quality ControlProject Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
Nitrobenzene-d5
2-Fluorobiphenyl
4-Terphenyl-d14
133
69
81
30-130
30-130
30-130
Q 124
66
80
Surrogate Qual%Recovery Qual%Recovery
LCS LCSD
06/18/21
Acceptance
Criteria
Qual Qual Qual
Serial_No:06182119:50
Page 39 of 74
METALS
Serial_No:06182119:50
Page 40 of 74
FF
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
06/18/21
SAMPLE RESULTS
MW-1RClient ID:
05/27/21 15:35Date Collected:
05/28/21Date Received:
Matrix:Water
1515 FREEMANS WAY, BREWSTER, MASample Location:
L2128729-01Lab ID:
Field Prep:Not Specified
Parameter Result
Dilution
FactorQualifierUnitsRL
Date
Analyzed
Analytical
Method Analyst
Date
Prepared
MCP Total Metals - Mansfield Lab
Arsenic, Total
Barium, Total
Cadmium, Total
Calcium, Total
Chromium, Total
Copper, Total
Iron, Total
Lead, Total
Manganese, Total
Mercury, Total
Selenium, Total
Silver, Total
Sodium, Total
Zinc, Total
0.0285
ND
ND
39.2
ND
ND
37.0
ND
2.02
ND
ND
ND
13.8
ND
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
1
1
1
1
1
1
1
1
1
1
1
1
1
1
0.0050
0.010
0.004
0.100
0.010
0.010
0.050
0.010
0.010
0.0002
0.010
0.007
2.00
0.050
06/18/21 16:37
06/18/21 16:37
06/18/21 16:37
06/18/21 16:37
06/18/21 16:37
06/18/21 16:37
06/18/21 16:37
06/18/21 16:37
06/18/21 16:37
06/12/21 19:57
06/18/21 16:37
06/18/21 16:37
06/18/21 16:37
06/18/21 16:37
97,6010D
97,6010D
97,6010D
97,6010D
97,6010D
97,6010D
97,6010D
97,6010D
97,6010D
97,7470A
97,6010D
97,6010D
97,6010D
97,6010D
SV
SV
SV
SV
SV
SV
SV
SV
SV
NB
SV
SV
SV
SV
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 08:00
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
EPA 3005A
EPA 3005A
EPA 3005A
EPA 3005A
EPA 3005A
EPA 3005A
EPA 3005A
EPA 3005A
EPA 3005A
EPA 7470A
EPA 3005A
EPA 3005A
EPA 3005A
EPA 3005A
Prep
MethodMDL
--
--
--
--
--
--
--
--
--
--
--
--
--
--
Sample Depth:
Serial_No:06182119:50
Page 41 of 74
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
06/18/21
SAMPLE RESULTS
MW-3AClient ID:
05/27/21 14:35Date Collected:
05/28/21Date Received:
Matrix:Water
1515 FREEMANS WAY, BREWSTER, MASample Location:
L2128729-03Lab ID:
Field Prep:Not Specified
Parameter Result
Dilution
FactorQualifierUnitsRL
Date
Analyzed
Analytical
Method Analyst
Date
Prepared
MCP Total Metals - Mansfield Lab
Arsenic, Total
Barium, Total
Cadmium, Total
Calcium, Total
Chromium, Total
Copper, Total
Iron, Total
Lead, Total
Manganese, Total
Mercury, Total
Selenium, Total
Silver, Total
Sodium, Total
Zinc, Total
ND
0.034
ND
34.8
ND
0.017
0.488
ND
0.534
ND
ND
ND
29.4
ND
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
1
1
1
1
1
1
1
1
1
1
1
1
1
1
0.0050
0.010
0.004
0.100
0.010
0.010
0.050
0.010
0.010
0.0002
0.010
0.007
2.00
0.050
06/18/21 18:24
06/18/21 18:24
06/18/21 18:24
06/18/21 18:24
06/18/21 18:24
06/18/21 18:24
06/18/21 18:24
06/18/21 18:24
06/18/21 18:24
06/12/21 20:00
06/18/21 18:24
06/18/21 18:24
06/18/21 18:24
06/18/21 18:24
97,6010D
97,6010D
97,6010D
97,6010D
97,6010D
97,6010D
97,6010D
97,6010D
97,6010D
97,7470A
97,6010D
97,6010D
97,6010D
97,6010D
BV
BV
BV
BV
BV
BV
BV
BV
BV
NB
BV
BV
BV
BV
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 08:00
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
EPA 3005A
EPA 3005A
EPA 3005A
EPA 3005A
EPA 3005A
EPA 3005A
EPA 3005A
EPA 3005A
EPA 3005A
EPA 7470A
EPA 3005A
EPA 3005A
EPA 3005A
EPA 3005A
Prep
MethodMDL
--
--
--
--
--
--
--
--
--
--
--
--
--
--
Sample Depth:
Serial_No:06182119:50
Page 42 of 74
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
06/18/21
SAMPLE RESULTS
MW-4AClient ID:
05/27/21 13:45Date Collected:
05/28/21Date Received:
Matrix:Water
1515 FREEMANS WAY, BREWSTER, MASample Location:
L2128729-05Lab ID:
Field Prep:Not Specified
Parameter Result
Dilution
FactorQualifierUnitsRL
Date
Analyzed
Analytical
Method Analyst
Date
Prepared
MCP Total Metals - Mansfield Lab
Arsenic, Total
Barium, Total
Cadmium, Total
Calcium, Total
Chromium, Total
Copper, Total
Iron, Total
Lead, Total
Manganese, Total
Mercury, Total
Selenium, Total
Silver, Total
Sodium, Total
Zinc, Total
ND
ND
ND
5.97
ND
ND
ND
ND
1.39
ND
ND
ND
7.08
ND
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
1
1
1
1
1
1
1
1
1
1
1
1
1
1
0.0050
0.010
0.004
0.100
0.010
0.010
0.050
0.010
0.010
0.0002
0.010
0.007
2.00
0.050
06/18/21 18:29
06/18/21 18:29
06/18/21 18:29
06/18/21 18:29
06/18/21 18:29
06/18/21 18:29
06/18/21 18:29
06/18/21 18:29
06/18/21 18:29
06/12/21 20:03
06/18/21 18:29
06/18/21 18:29
06/18/21 18:29
06/18/21 18:29
97,6010D
97,6010D
97,6010D
97,6010D
97,6010D
97,6010D
97,6010D
97,6010D
97,6010D
97,7470A
97,6010D
97,6010D
97,6010D
97,6010D
BV
BV
BV
BV
BV
BV
BV
BV
BV
NB
BV
BV
BV
BV
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 08:00
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
EPA 3005A
EPA 3005A
EPA 3005A
EPA 3005A
EPA 3005A
EPA 3005A
EPA 3005A
EPA 3005A
EPA 3005A
EPA 7470A
EPA 3005A
EPA 3005A
EPA 3005A
EPA 3005A
Prep
MethodMDL
--
--
--
--
--
--
--
--
--
--
--
--
--
--
Sample Depth:
Serial_No:06182119:50
Page 43 of 74
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
06/18/21
SAMPLE RESULTS
MW-5Client ID:
05/27/21 12:15Date Collected:
05/28/21Date Received:
Matrix:Water
1515 FREEMANS WAY, BREWSTER, MASample Location:
L2128729-06Lab ID:
Field Prep:Not Specified
Parameter Result
Dilution
FactorQualifierUnitsRL
Date
Analyzed
Analytical
Method Analyst
Date
Prepared
MCP Total Metals - Mansfield Lab
Arsenic, Total
Barium, Total
Cadmium, Total
Calcium, Total
Chromium, Total
Copper, Total
Iron, Total
Lead, Total
Manganese, Total
Mercury, Total
Selenium, Total
Silver, Total
Sodium, Total
Zinc, Total
ND
0.050
ND
30.5
ND
ND
35.6
ND
11.6
ND
ND
ND
26.8
ND
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
1
1
1
1
1
1
1
1
1
1
1
1
1
1
0.0050
0.010
0.004
0.100
0.010
0.010
0.050
0.010
0.010
0.0002
0.010
0.007
2.00
0.050
06/18/21 18:33
06/18/21 18:33
06/18/21 18:33
06/18/21 18:33
06/18/21 18:33
06/18/21 18:33
06/18/21 18:33
06/18/21 18:33
06/18/21 18:33
06/12/21 20:07
06/18/21 18:33
06/18/21 18:33
06/18/21 18:33
06/18/21 18:33
97,6010D
97,6010D
97,6010D
97,6010D
97,6010D
97,6010D
97,6010D
97,6010D
97,6010D
97,7470A
97,6010D
97,6010D
97,6010D
97,6010D
BV
BV
BV
BV
BV
BV
BV
BV
BV
NB
BV
BV
BV
BV
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 08:00
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
EPA 3005A
EPA 3005A
EPA 3005A
EPA 3005A
EPA 3005A
EPA 3005A
EPA 3005A
EPA 3005A
EPA 3005A
EPA 7470A
EPA 3005A
EPA 3005A
EPA 3005A
EPA 3005A
Prep
MethodMDL
--
--
--
--
--
--
--
--
--
--
--
--
--
--
Sample Depth:
Serial_No:06182119:50
Page 44 of 74
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
06/18/21
SAMPLE RESULTS
MW-3BClient ID:
05/27/21 10:30Date Collected:
05/28/21Date Received:
Matrix:Water
1515 FREEMANS WAY, BREWSTER, MASample Location:
L2128729-08Lab ID:
Field Prep:Not Specified
Parameter Result
Dilution
FactorQualifierUnitsRL
Date
Analyzed
Analytical
Method Analyst
Date
Prepared
MCP Total Metals - Mansfield Lab
Arsenic, Total
Manganese, Total
ND
1.88
mg/l
mg/l
1
1
0.0050
0.010
06/18/21 18:38
06/18/21 18:38
97,6010D
97,6010D
BV
BV
06/09/21 05:08
06/09/21 05:08
EPA 3005A
EPA 3005A
Prep
MethodMDL
--
--
Sample Depth:
Serial_No:06182119:50
Page 45 of 74
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
06/18/21
SAMPLE RESULTS
MW-5BClient ID:
05/27/21 11:15Date Collected:
05/28/21Date Received:
Matrix:Water
1515 FREEMANS WAY, BREWSTER, MASample Location:
L2128729-10Lab ID:
Field Prep:Not Specified
Parameter Result
Dilution
FactorQualifierUnitsRL
Date
Analyzed
Analytical
Method Analyst
Date
Prepared
MCP Total Metals - Mansfield Lab
Arsenic, Total
Manganese, Total
ND
0.170
mg/l
mg/l
1
1
0.0050
0.010
06/18/21 18:42
06/18/21 18:42
97,6010D
97,6010D
BV
BV
06/09/21 05:08
06/09/21 05:08
EPA 3005A
EPA 3005A
Prep
MethodMDL
--
--
Sample Depth:
Serial_No:06182119:50
Page 46 of 74
FF
Parameter
Parameter
Result
Result
Dilution
Factor
Dilution
Factor
Qualifier
Qualifier
Units
Units
RL
RL
Method Blank Analysis
Batch Quality Control
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
Date
Analyzed
Date
Analyzed
Analytical
Method
Analytical
Method
Analyst
Analyst
Date
Prepared
Date
Prepared
06/18/21
Arsenic, Total
Barium, Total
Cadmium, Total
Calcium, Total
Chromium, Total
Copper, Total
Iron, Total
Lead, Total
Manganese, Total
Selenium, Total
Silver, Total
Sodium, Total
Zinc, Total
Mercury, Total
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
1
1
1
1
1
1
1
1
1
1
1
1
1
1
0.0050
0.010
0.004
0.100
0.010
0.010
0.050
0.010
0.010
0.010
0.007
2.00
0.050
0.0002
06/18/21 18:10
06/18/21 18:10
06/18/21 18:10
06/18/21 18:10
06/18/21 18:10
06/18/21 18:10
06/18/21 18:10
06/18/21 18:10
06/18/21 18:10
06/18/21 18:10
06/18/21 18:10
06/18/21 18:10
06/18/21 18:10
06/12/21 19:47
97,6010D
97,6010D
97,6010D
97,6010D
97,6010D
97,6010D
97,6010D
97,6010D
97,6010D
97,6010D
97,6010D
97,6010D
97,6010D
97,7470A
BV
BV
BV
BV
BV
BV
BV
BV
BV
BV
BV
BV
BV
NB
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 05:08
06/09/21 08:00
MCP Total Metals - Mansfield Lab for sample(s): 01,03,05-06,08,10 Batch: WG1507665-1
MCP Total Metals - Mansfield Lab for sample(s): 01,03,05-06 Batch: WG1507667-1
EPA 3005A
EPA 7470A
Digestion Method:
Digestion Method:
Prep Information
Prep Information
MDL
MDL
--
--
--
--
--
--
--
--
--
--
--
--
--
--
Serial_No:06182119:50
Page 47 of 74
Arsenic, Total
Barium, Total
Cadmium, Total
Calcium, Total
Chromium, Total
Copper, Total
Iron, Total
Lead, Total
Manganese, Total
Selenium, Total
Silver, Total
Sodium, Total
Zinc, Total
Mercury, Total
109
104
109
105
103
104
101
105
99
106
107
107
108
97
111
104
109
104
104
105
102
105
99
106
107
106
108
98
80-120
80-120
80-120
80-120
80-120
80-120
80-120
80-120
80-120
80-120
80-120
80-120
80-120
80-120
2
0
0
1
1
1
1
0
0
0
0
1
0
1
20
20
20
20
20
20
20
20
20
20
20
20
20
20
Parameter
LCS
%Recovery
LCSD
%Recovery
%Recovery
Limits RPD RPD Limits
MCP Total Metals - Mansfield Lab Associated sample(s): 01,03,05-06,08,10 Batch: WG1507665-2 WG1507665-3
MCP Total Metals - Mansfield Lab Associated sample(s): 01,03,05-06 Batch: WG1507667-2 WG1507667-3
Lab Control Sample Analysis
Batch Quality ControlProject Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
06/18/21
Qual Qual Qual
Serial_No:06182119:50
Page 48 of 74
INORGANICS
&
MISCELLANEOUS
Serial_No:06182119:50
Page 49 of 74
FF
MW-1RClient ID:
05/27/21 15:35Date Collected:
05/28/21Date Received:
Parameter Result
Dilution
Factor
Matrix:Water
1515 FREEMANS WAY, BREWSTER, MASample Location:
L2128729-01Lab ID:
Qualifier Units RL
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
Field Prep:
Date
Analyzed
Analytical
Method Analyst
Not Specified
MCP General Chemistry - Westborough Lab
General Chemistry - Westborough Lab
Formaldehyde by EPA 8315A - Westborough Lab
Cyanide, Total
Color, Apparent
Alkalinity, Total
Solids, Total Dissolved
Chloride
Nitrogen, Nitrite
Nitrogen, Nitrate
Nitrogen, Nitrate/Nitrite
Total Nitrogen
Nitrogen, Total Kjeldahl
Phosphorus, Total
Sulfide
Sulfate
Chemical Oxygen Demand
Total Organic Carbon
Tannin & Lignin
Formaldehyde
ND
660
127.
210
20.
ND
ND
ND
0.98
0.978
0.727
ND
17.
43.
13.
1.3
ND
mg/l
A.P.C.U.
mg CaCO3/L
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
1
20
2
1
1
1
1
1
1
1
1
1
1
1
2
2
1
0.005
100
4.00
10
1.0
0.050
0.100
0.10
0.30
0.300
0.010
0.10
10
20
1.0
0.40
0.075
06/09/21 16:27
05/29/21 10:10
06/10/21 12:28
06/03/21 07:00
06/07/21 23:48
05/29/21 04:16
05/29/21 04:16
05/29/21 04:16
06/09/21 15:00
06/08/21 20:20
06/03/21 16:02
06/02/21 21:25
06/08/21 20:21
06/01/21 22:09
05/29/21 04:49
06/07/21 12:37
05/30/21 19:25
97,9014
121,2120B
121,2320B
121,2540C
1,9251
121,4500NO3-F
121,4500NO3-F
121,4500NO3-F
107,-
121,4500NH3-H
121,4500P-E
1,9030B
1,9038
44,410.4
1,9060A
121,5550B
1,8315A
CR
MR
JB
DW
TL
MR
MR
MR
JO
AT
SD
EN
JB
TL
DW
SD
SH
Date
Prepared
06/09/21 12:20
-
-
-
-
-
-
-
-
06/08/21 10:00
06/02/21 12:00
06/02/21 19:20
06/08/21 20:20
06/01/21 19:10
-
-
05/29/21 06:00
06/18/21
MDL
--
--
NA
--
--
--
--
--
--
--
--
--
--
--
--
--
--
Sample Depth:
Serial_No:06182119:50
Page 50 of 74
FF
MW-3AClient ID:
05/27/21 14:35Date Collected:
05/28/21Date Received:
Parameter Result
Dilution
Factor
Matrix:Water
1515 FREEMANS WAY, BREWSTER, MASample Location:
L2128729-03Lab ID:
Qualifier Units RL
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
Field Prep:
Date
Analyzed
Analytical
Method Analyst
Not Specified
MCP General Chemistry - Westborough Lab
General Chemistry - Westborough Lab
Formaldehyde by EPA 8315A - Westborough Lab
Cyanide, Total
Color, Apparent
Alkalinity, Total
Solids, Total Dissolved
Chloride
Nitrogen, Nitrite
Nitrogen, Nitrate
Nitrogen, Nitrate/Nitrite
Total Nitrogen
Nitrogen, Total Kjeldahl
Phosphorus, Total
Sulfide
Sulfate
Chemical Oxygen Demand
Total Organic Carbon
Tannin & Lignin
Formaldehyde
ND
27
154.
350
47.
0.082
3.21
3.2
6.0
2.77
0.064
ND
37.
70.
25.
1.0
ND
mg/l
A.P.C.U.
mg CaCO3/L
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
1
1
1
1
1
1
1
1
1
1
1
1
2
1
4
1
1
0.005
5.0
2.00
10
1.0
0.050
0.100
0.10
0.30
0.300
0.010
0.10
20
20
2.0
0.20
0.075
06/09/21 16:28
05/29/21 10:10
06/10/21 12:28
06/03/21 07:00
06/07/21 23:50
05/29/21 04:18
05/29/21 04:18
05/29/21 04:18
06/09/21 15:00
06/08/21 20:21
06/03/21 16:03
06/02/21 21:25
06/09/21 15:56
06/01/21 22:09
05/29/21 04:49
06/07/21 12:37
05/30/21 19:45
97,9014
121,2120B
121,2320B
121,2540C
1,9251
121,4500NO3-F
121,4500NO3-F
121,4500NO3-F
107,-
121,4500NH3-H
121,4500P-E
1,9030B
1,9038
44,410.4
1,9060A
121,5550B
1,8315A
CR
MR
JB
DW
TL
MR
MR
MR
JO
AT
SD
EN
JB
TL
DW
SD
SH
Date
Prepared
06/09/21 12:20
-
-
-
-
-
-
-
-
06/08/21 10:00
06/02/21 12:00
06/02/21 19:20
06/09/21 15:56
06/01/21 19:10
-
-
05/29/21 06:00
06/18/21
MDL
--
--
NA
--
--
--
--
--
--
--
--
--
--
--
--
--
--
Sample Depth:
Serial_No:06182119:50
Page 51 of 74
FF
MW-4AClient ID:
05/27/21 13:45Date Collected:
05/28/21Date Received:
Parameter Result
Dilution
Factor
Matrix:Water
1515 FREEMANS WAY, BREWSTER, MASample Location:
L2128729-05Lab ID:
Qualifier Units RL
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
Field Prep:
Date
Analyzed
Analytical
Method Analyst
Not Specified
MCP General Chemistry - Westborough Lab
General Chemistry - Westborough Lab
Formaldehyde by EPA 8315A - Westborough Lab
Cyanide, Total
Color, Apparent
Alkalinity, Total
Solids, Total Dissolved
Chloride
Nitrogen, Nitrite
Nitrogen, Nitrate
Nitrogen, Nitrate/Nitrite
Total Nitrogen
Nitrogen, Total Kjeldahl
Phosphorus, Total
Sulfide
Sulfate
Chemical Oxygen Demand
Total Organic Carbon
Tannin & Lignin
Formaldehyde
ND
ND
30.6
69.
7.5
ND
4.16
4.2
4.2
ND
0.044
ND
ND
ND
0.76
0.30
ND
mg/l
A.P.C.U.
mg CaCO3/L
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
0.005
5.0
2.00
10
1.0
0.050
0.100
0.10
0.30
0.300
0.010
0.10
10
20
0.50
0.20
0.075
06/09/21 16:29
05/29/21 10:10
06/10/21 12:28
06/03/21 07:00
06/07/21 23:51
05/29/21 04:19
05/29/21 04:19
05/29/21 04:19
06/09/21 15:00
06/08/21 20:22
06/03/21 16:04
06/02/21 21:25
06/09/21 15:56
06/01/21 22:09
05/29/21 04:49
06/07/21 12:38
05/30/21 20:06
97,9014
121,2120B
121,2320B
121,2540C
1,9251
121,4500NO3-F
121,4500NO3-F
121,4500NO3-F
107,-
121,4500NH3-H
121,4500P-E
1,9030B
1,9038
44,410.4
1,9060A
121,5550B
1,8315A
CR
MR
JB
DW
TL
MR
MR
MR
JO
AT
SD
EN
JB
TL
DW
SD
SH
Date
Prepared
06/09/21 12:20
-
-
-
-
-
-
-
-
06/08/21 10:00
06/02/21 12:00
06/02/21 19:20
06/09/21 15:56
06/01/21 19:10
-
-
05/29/21 06:00
06/18/21
MDL
--
--
NA
--
--
--
--
--
--
--
--
--
--
--
--
--
--
Sample Depth:
Serial_No:06182119:50
Page 52 of 74
FF
MW-5Client ID:
05/27/21 12:15Date Collected:
05/28/21Date Received:
Parameter Result
Dilution
Factor
Matrix:Water
1515 FREEMANS WAY, BREWSTER, MASample Location:
L2128729-06Lab ID:
Qualifier Units RL
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
Field Prep:
Date
Analyzed
Analytical
Method Analyst
Not Specified
MCP General Chemistry - Westborough Lab
General Chemistry - Westborough Lab
Formaldehyde by EPA 8315A - Westborough Lab
Cyanide, Total
Color, Apparent
Alkalinity, Total
Solids, Total Dissolved
Chloride
Nitrogen, Nitrite
Nitrogen, Nitrate
Nitrogen, Nitrate/Nitrite
Total Nitrogen
Nitrogen, Total Kjeldahl
Phosphorus, Total
Sulfide
Sulfate
Chemical Oxygen Demand
Total Organic Carbon
Tannin & Lignin
Formaldehyde
ND
54
155.
330
48.
ND
0.106
0.10
3.6
3.53
0.182
ND
56.
63.
15.
2.8
ND
mg/l
A.P.C.U.
mg CaCO3/L
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
1
2
2
1
1
1
1
1
1
1
1
1
2.5
1
2
1
1
0.005
10
4.00
10
1.0
0.050
0.100
0.10
0.30
0.300
0.010
0.10
25
20
1.0
0.20
0.075
06/09/21 16:30
05/29/21 10:10
06/10/21 12:28
06/03/21 07:00
06/08/21 00:34
05/29/21 04:21
05/29/21 04:21
05/29/21 04:21
06/09/21 15:00
06/08/21 20:23
06/03/21 16:05
06/02/21 21:26
06/09/21 15:56
06/01/21 22:09
05/29/21 04:49
06/07/21 12:38
05/30/21 20:26
97,9014
121,2120B
121,2320B
121,2540C
1,9251
121,4500NO3-F
121,4500NO3-F
121,4500NO3-F
107,-
121,4500NH3-H
121,4500P-E
1,9030B
1,9038
44,410.4
1,9060A
121,5550B
1,8315A
CR
MR
JB
DW
TL
MR
MR
MR
JO
AT
SD
EN
JB
TL
DW
SD
SH
Date
Prepared
06/09/21 12:20
-
-
-
-
-
-
-
-
06/08/21 10:00
06/02/21 12:00
06/02/21 19:20
06/09/21 15:56
06/01/21 19:10
-
-
05/29/21 06:00
06/18/21
MDL
--
--
NA
--
--
--
--
--
--
--
--
--
--
--
--
--
--
Sample Depth:
Serial_No:06182119:50
Page 53 of 74
FF
MW-3BClient ID:
05/27/21 10:30Date Collected:
05/28/21Date Received:
Parameter Result
Dilution
Factor
Matrix:Water
1515 FREEMANS WAY, BREWSTER, MASample Location:
L2128729-08Lab ID:
Qualifier Units RL
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
Field Prep:
Date
Analyzed
Analytical
Method Analyst
Not Specified
General Chemistry - Westborough Lab
Solids, Total Dissolved
Nitrogen, Nitrate
Nitrogen, Nitrate/Nitrite
Total Nitrogen
Nitrogen, Total Kjeldahl
61.
ND
ND
ND
ND
mg/l
mg/l
mg/l
mg/l
mg/l
1
1
1
1
1
10
0.100
0.10
0.30
0.300
06/03/21 07:00
05/29/21 03:12
05/29/21 03:12
06/09/21 15:00
06/08/21 20:24
121,2540C
121,4500NO3-F
121,4500NO3-F
107,-
121,4500NH3-H
DW
MR
MR
JO
AT
Date
Prepared
-
-
-
-
06/08/21 10:00
06/18/21
MDL
--
--
--
--
--
Sample Depth:
Serial_No:06182119:50
Page 54 of 74
FF
MW-5BClient ID:
05/27/21 11:15Date Collected:
05/28/21Date Received:
Parameter Result
Dilution
Factor
Matrix:Water
1515 FREEMANS WAY, BREWSTER, MASample Location:
L2128729-10Lab ID:
Qualifier Units RL
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
Field Prep:
Date
Analyzed
Analytical
Method Analyst
Not Specified
General Chemistry - Westborough Lab
Solids, Total Dissolved
Nitrogen, Nitrate
Nitrogen, Nitrate/Nitrite
Total Nitrogen
Nitrogen, Total Kjeldahl
44.
1.03
1.0
1.0
ND
mg/l
mg/l
mg/l
mg/l
mg/l
1
1
1
1
1
10
0.100
0.10
0.30
0.300
06/03/21 07:00
05/29/21 03:14
05/29/21 03:14
06/09/21 15:00
06/08/21 20:25
121,2540C
121,4500NO3-F
121,4500NO3-F
107,-
121,4500NH3-H
DW
MR
MR
JO
AT
Date
Prepared
-
-
-
-
06/08/21 10:00
06/18/21
MDL
--
--
--
--
--
Sample Depth:
Serial_No:06182119:50
Page 55 of 74
FF
Parameter Result
Dilution
FactorQualifierUnitsRL
Method Blank Analysis
Batch Quality Control
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
Date
Analyzed
Analytical
Method Analyst
Date
Prepared
06/18/21
Nitrogen, Nitrite
Nitrogen, Nitrate
Nitrogen, Nitrate
Nitrogen, Nitrate/Nitrite
Total Organic Carbon
Formaldehyde
Chemical Oxygen Demand
Phosphorus, Total
Sulfide
Solids, Total Dissolved
Tannin & Lignin
Chloride
Nitrogen, Total Kjeldahl
Sulfate
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
1
1
1
1
1
1
1
1
1
1
1
1
1
1
0.050
0.100
0.100
0.10
0.50
0.075
20
0.010
0.10
10
0.20
1.0
0.300
10
05/29/21 04:43
05/29/21 04:40
05/29/21 04:49
05/29/21 04:40
05/29/21 04:49
05/30/21 13:59
06/01/21 22:03
06/03/21 15:38
06/02/21 21:24
06/03/21 07:00
06/07/21 12:29
06/07/21 22:53
06/08/21 19:57
06/08/21 20:21
121,4500NO3-F
121,4500NO3-F
121,4500NO3-F
121,4500NO3-F
1,9060A
1,8315A
44,410.4
121,4500P-E
1,9030B
121,2540C
121,5550B
1,9251
121,4500NH3-H
1,9038
MR
MR
MR
MR
DW
SH
TL
SD
EN
DW
SD
TL
AT
JB
-
-
-
-
-
05/29/21 06:00
06/01/21 19:10
06/02/21 12:00
06/02/21 19:20
-
-
-
06/08/21 10:00
06/08/21 20:20
General Chemistry - Westborough Lab for sample(s): 01,03,05-06 Batch: WG1505201-1
General Chemistry - Westborough Lab for sample(s): 01,03,05-06 Batch: WG1505202-1
General Chemistry - Westborough Lab for sample(s): 08,10 Batch: WG1505203-1
General Chemistry - Westborough Lab for sample(s): 01,03,05-06,08,10 Batch: WG1505207-1
General Chemistry - Westborough Lab for sample(s): 01,03,05-06 Batch: WG1505235-1
Formaldehyde by EPA 8315A - Westborough Lab for sample(s): 01,03,05-06 Batch: WG1505242-1
General Chemistry - Westborough Lab for sample(s): 01,03,05-06 Batch: WG1506220-1
General Chemistry - Westborough Lab for sample(s): 01,03,05-06 Batch: WG1506587-1
General Chemistry - Westborough Lab for sample(s): 01,03,05-06 Batch: WG1506719-1
General Chemistry - Westborough Lab for sample(s): 01,03,05-06,08,10 Batch: WG1506893-1
General Chemistry - Westborough Lab for sample(s): 01,03,05-06 Batch: WG1508382-1
General Chemistry - Westborough Lab for sample(s): 01,03,05-06 Batch: WG1508709-1
General Chemistry - Westborough Lab for sample(s): 01,03,05-06,08,10 Batch: WG1508907-1
General Chemistry - Westborough Lab for sample(s): 01 Batch: WG1509324-1
MDL
--
--
--
--
--
--
--
--
--
--
--
--
--
--
Serial_No:06182119:50
Page 56 of 74
Parameter Result
Dilution
FactorQualifierUnitsRL
Method Blank Analysis
Batch Quality Control
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
Date
Analyzed
Analytical
Method Analyst
Date
Prepared
06/18/21
Sulfate
Cyanide, Total
Alkalinity, Total
ND
ND
ND
mg/l
mg/l
mg CaCO3/L
1
1
1
10
0.005
2.00
06/09/21 15:56
06/09/21 16:11
06/10/21 12:28
1,9038
97,9014
121,2320B
JB
CR
JB
06/09/21 15:56
06/09/21 12:20
-
General Chemistry - Westborough Lab for sample(s): 03,05-06 Batch: WG1509327-1
MCP General Chemistry - Westborough Lab for sample(s): 01,03,05-06 Batch: WG1509711-1
General Chemistry - Westborough Lab for sample(s): 01,03,05-06 Batch: WG1510292-1
MDL
--
--
NA
Serial_No:06182119:50
Page 57 of 74
Nitrogen, Nitrite
Nitrogen, Nitrate
Nitrogen, Nitrate
Nitrogen, Nitrate/Nitrite
Total Organic Carbon
Formaldehyde
Chemical Oxygen Demand
95
93
93
92
98
100
99
-
-
-
-
-
-
-
90-110
90-110
90-110
90-110
90-110
39-153
90-110
-
-
-
-
-
-
-
20
Parameter
LCS
%Recovery
LCSD
%Recovery
%Recovery
Limits RPD RPD Limits
General Chemistry - Westborough Lab Associated sample(s): 01,03,05-06 Batch: WG1505201-2
General Chemistry - Westborough Lab Associated sample(s): 01,03,05-06 Batch: WG1505202-2
General Chemistry - Westborough Lab Associated sample(s): 08,10 Batch: WG1505203-2
General Chemistry - Westborough Lab Associated sample(s): 01,03,05-06,08,10 Batch: WG1505207-2
General Chemistry - Westborough Lab Associated sample(s): 01,03,05-06 Batch: WG1505235-2
Formaldehyde by EPA 8315A - Westborough Lab Associated sample(s): 01,03,05-06 Batch: WG1505242-2
General Chemistry - Westborough Lab Associated sample(s): 01,03,05-06 Batch: WG1506220-2
Lab Control Sample Analysis
Batch Quality ControlProject Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
06/18/21
Qual Qual Qual
Serial_No:06182119:50
Page 58 of 74
Phosphorus, Total
Sulfide
Solids, Total Dissolved
Tannin & Lignin
Chloride
Nitrogen, Total Kjeldahl
Sulfate
104
85
86
98
100
98
90
-
-
-
-
-
-
-
80-120
75-125
80-120
80-120
90-110
78-122
90-110
-
-
-
-
-
-
-
20
Parameter
LCS
%Recovery
LCSD
%Recovery
%Recovery
Limits RPD RPD Limits
General Chemistry - Westborough Lab Associated sample(s): 01,03,05-06 Batch: WG1506587-2
General Chemistry - Westborough Lab Associated sample(s): 01,03,05-06 Batch: WG1506719-2
General Chemistry - Westborough Lab Associated sample(s): 01,03,05-06,08,10 Batch: WG1506893-2
General Chemistry - Westborough Lab Associated sample(s): 01,03,05-06 Batch: WG1508382-2
General Chemistry - Westborough Lab Associated sample(s): 01,03,05-06 Batch: WG1508709-2
General Chemistry - Westborough Lab Associated sample(s): 01,03,05-06,08,10 Batch: WG1508907-2
General Chemistry - Westborough Lab Associated sample(s): 01 Batch: WG1509324-2
Lab Control Sample Analysis
Batch Quality ControlProject Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
06/18/21
Serial_No:06182119:50
Page 59 of 74
Sulfate
Cyanide, Total
Alkalinity, Total
95
95
103
-
98
-
90-110
80-120
90-110
-
3
-
20
10
Parameter
LCS
%Recovery
LCSD
%Recovery
%Recovery
Limits RPD RPD Limits
General Chemistry - Westborough Lab Associated sample(s): 03,05-06 Batch: WG1509327-2
MCP General Chemistry - Westborough Lab Associated sample(s): 01,03,05-06 Batch: WG1509711-2 WG1509711-3
General Chemistry - Westborough Lab Associated sample(s): 01,03,05-06 Batch: WG1510292-2
Lab Control Sample Analysis
Batch Quality ControlProject Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
06/18/21
Serial_No:06182119:50
Page 60 of 74
Nitrogen, Nitrite
Nitrogen, Nitrate
Nitrogen, Nitrate/Nitrite
Total Organic Carbon
Chemical Oxygen Demand
Sulfide
Chloride
Sulfate
ND
ND
ND
13
43
ND
20
37
3.99
4.60
4.6
30
280
0.24
41
87
97
111
109
104
100
60
105
100
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
80-120
83-113
80-120
80-120
90-110
70-130
58-140
55-147
-
-
-
-
-
-
-
-
20
17
20
20
20
20
7
14
Parameter
Native
Sample
MS
Found
MS
%Recovery
MSD
Found
MSD
%Recovery
Recovery
Limits RPD
RPD
Limits
General Chemistry - Westborough Lab Associated sample(s): 01,03,05-06 QC Batch ID: WG1505201-4 QC Sample: L2128729-01 Client ID: MW-1R
General Chemistry - Westborough Lab Associated sample(s): 01,03,05-06 QC Batch ID: WG1505202-4 QC Sample: L2128729-01 Client ID: MW-1R
General Chemistry - Westborough Lab Associated sample(s): 01,03,05-06,08,10 QC Batch ID: WG1505207-4 QC Sample: L2128729-01 Client ID: MW-
1R
General Chemistry - Westborough Lab Associated sample(s): 01,03,05-06 QC Batch ID: WG1505235-4 QC Sample: L2128729-01 Client ID: MW-1R
General Chemistry - Westborough Lab Associated sample(s): 01,03,05-06 QC Batch ID: WG1506220-3 QC Sample: L2128729-01 Client ID: MW-1R
General Chemistry - Westborough Lab Associated sample(s): 01,03,05-06 QC Batch ID: WG1506719-4 QC Sample: L2128729-03 Client ID: MW-3A
General Chemistry - Westborough Lab Associated sample(s): 01,03,05-06 QC Batch ID: WG1508709-4 QC Sample: L2128729-01 Client ID: MW-1R
General Chemistry - Westborough Lab Associated sample(s): 03,05-06 QC Batch ID: WG1509327-4 QC Sample: L2128729-03 Client ID: MW-3A
4
4
4
16
238
0.4
20
50
MS
Added
Matrix Spike Analysis
Batch Quality Control
Project Name:
Project Number:
Lab Number:
Report Date:
MERCHANT/BS&R
K10740A
L2128729
06/18/21
Qual
Q
Qual Qual
Serial_No:06182119:50
Page 61 of 74
Nitrogen, Nitrite
Nitrogen, Nitrate
Nitrogen, Nitrate/Nitrite
Total Organic Carbon
Color, Apparent
Chemical Oxygen Demand
Sulfide
Solids, Total Dissolved
ND
ND
ND
13
54
43
ND
210
0.090
0.167
0.17
14
54
56
ND
180
mg/l
mg/l
mg/l
mg/l
A.P.C.U.
mg/l
mg/l
mg/l
NC
NC
NC
7
0
26
NC
15
20
17
20
20
20
20
10
Units RPDParameterNative Sample Duplicate Sample RPD Limits
General Chemistry - Westborough Lab Associated sample(s): 01,03,05-06 QC Batch ID: WG1505201-3 QC Sample: L2128729-01 Client ID: MW-1R
General Chemistry - Westborough Lab Associated sample(s): 01,03,05-06 QC Batch ID: WG1505202-3 QC Sample: L2128729-01 Client ID: MW-1R
General Chemistry - Westborough Lab Associated sample(s): 01,03,05-06,08,10 QC Batch ID: WG1505207-3 QC Sample: L2128729-01 Client ID: MW-
1R
General Chemistry - Westborough Lab Associated sample(s): 01,03,05-06 QC Batch ID: WG1505235-3 QC Sample: L2128729-01 Client ID: MW-1R
General Chemistry - Westborough Lab Associated sample(s): 01,03,05-06 QC Batch ID: WG1505281-1 QC Sample: L2128729-06 Client ID: MW-5
General Chemistry - Westborough Lab Associated sample(s): 01,03,05-06 QC Batch ID: WG1506220-4 QC Sample: L2128729-01 Client ID: MW-1R
General Chemistry - Westborough Lab Associated sample(s): 01,03,05-06 QC Batch ID: WG1506719-3 QC Sample: L2128729-01 Client ID: MW-1R
General Chemistry - Westborough Lab Associated sample(s): 01,03,05-06,08,10 QC Batch ID: WG1506893-3 QC Sample: L2128729-01 Client ID: MW-
1R
MERCHANT/BS&R
K10740A
Project Name:
Project Number:
L2128729Lab Number:
Report Date:
Lab Duplicate Analysis
Batch Quality Control
06/18/21
Qual
Q
Q
Serial_No:06182119:50
Page 62 of 74
Chloride
Sulfate
20
37
21
33
mg/l
mg/l
5
11
7
14
Units RPDParameterNative Sample Duplicate Sample RPD Limits
General Chemistry - Westborough Lab Associated sample(s): 01,03,05-06 QC Batch ID: WG1508709-3 QC Sample: L2128729-01 Client ID: MW-1R
General Chemistry - Westborough Lab Associated sample(s): 03,05-06 QC Batch ID: WG1509327-3 QC Sample: L2128729-03 Client ID: MW-3A
MERCHANT/BS&R
K10740A
Project Name:
Project Number:
L2128729Lab Number:
Report Date:
Lab Duplicate Analysis
Batch Quality Control
06/18/21
Serial_No:06182119:50
Page 63 of 74
*Values in parentheses indicate holding time in days
L2128729-01A
L2128729-01B
L2128729-01C
L2128729-01D
L2128729-01E
L2128729-01F
L2128729-01G
L2128729-01H
L2128729-01I
L2128729-01J
L2128729-01K
L2128729-01L
L2128729-01M
L2128729-01N
L2128729-01O
L2128729-02A
L2128729-03A
L2128729-03B
Vial HCl preserved
Vial HCl preserved
Vial HCl preserved
Vial H2SO4 preserved
Vial H2SO4 preserved
Plastic 250ml unpreserved/No Headspace
Plastic 250ml HNO3 preserved
Plastic 250ml NaOH preserved
Plastic 250ml Zn Acetate/NaOH preserved
Plastic 250ml Zn Acetate/NaOH preserved
Plastic 950ml H2SO4 preserved
Plastic 950ml unpreserved
Amber 1000ml unpreserved
Amber 1000ml unpreserved
Amber 1000ml unpreserved
Plastic 250ml HNO3 preserved
Vial HCl preserved
Vial HCl preserved
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
A
A
NA
NA
NA
NA
NA
NA
<2
>12
>9
>9
<2
7
7
7
7
<2
NA
NA
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
3.3
3.3
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
A
B
Absent
Absent
Cooler Custody Seal
Cooler Information
MERCHANT/BS&R
K10740A
MCP-8260-10(14)
MCP-8260-10(14)
MCP-8260-10(14)
TOC-9060(28)
TOC-9060(28)
ALK-T-2320(14)
MCP-CR-6010T-10(180),MCP-FE-6010T-
10(180),MCP-MN-6010T-10(180),MCP-7470T-
10(28),MCP-AS-6010T-10(180),MCP-CA-
6010T-10(180),MCP-CD-6010T-10(180),MCP-
NA-6010T-10(180),MCP-CU-6010T-
10(180),MCP-ZN-6010T-10(180),MCP-AG-
6010T-10(180),MCP-SE-6010T-10(180),MCP-
BA-6010T-10(180),MCP-PB-6010T-10(180)
MCP-TCN9014-10(14)
SULFIDE-9030(7)
SULFIDE-9030(7)
TKN-4500(28),TPHOS-4500(28),COD-
410(28),NO3/NO2-4500(28),TNITROGEN(28)
CL-9251(28),SO4-9038(28),NO3-4500(2),NO2-
4500NO3(2),TDS-2540(7),T&L()
MCP-PAHSIM-10(7)
MCP-PAHSIM-10(7)
COLOR-A-2120(2),FORM-8315(3)
HOLD-METAL-DISSOLVED(180)
MCP-8260-10(14)
MCP-8260-10(14)
Project Name:
Project Number:
L2128729Lab Number:
Report Date:
Sample Receipt and Container Information
Container ID Container Type Cooler
Temp
deg C Pres Seal
Container Information
Analysis(*)
06/18/21
Were project specific reporting limits specified?YES
<2
>12
>9
>9
<2
7
7
7
7
<2
Frozen
Date/Time
Final
pH
Initial
pH
Serial_No:06182119:50
Page 64 of 74
*Values in parentheses indicate holding time in days
L2128729-03C
L2128729-03D
L2128729-03E
L2128729-03F
L2128729-03G
L2128729-03H
L2128729-03I
L2128729-03J
L2128729-03K
L2128729-03L
L2128729-03M
L2128729-03N
L2128729-03O
L2128729-04A
L2128729-05A
L2128729-05B
L2128729-05C
L2128729-05D
L2128729-05E
L2128729-05F
L2128729-05G
Vial HCl preserved
Vial H2SO4 preserved
Vial H2SO4 preserved
Plastic 250ml unpreserved/No Headspace
Plastic 250ml HNO3 preserved
Plastic 250ml NaOH preserved
Plastic 250ml Zn Acetate/NaOH preserved
Plastic 250ml Zn Acetate/NaOH preserved
Plastic 950ml H2SO4 preserved
Plastic 950ml unpreserved
Amber 1000ml unpreserved
Amber 1000ml unpreserved
Amber 1000ml unpreserved
Plastic 250ml HNO3 preserved
Vial HCl preserved
Vial HCl preserved
Vial HCl preserved
Vial H2SO4 preserved
Vial H2SO4 preserved
Plastic 250ml unpreserved/No Headspace
Plastic 250ml HNO3 preserved
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
NA
NA
NA
NA
<2
>12
>9
>9
<2
6
6
6
6
<2
NA
NA
NA
NA
NA
NA
<2
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
MERCHANT/BS&R
K10740A
MCP-8260-10(14)
TOC-9060(28)
TOC-9060(28)
ALK-T-2320(14)
MCP-CR-6010T-10(180),MCP-FE-6010T-
10(180),MCP-MN-6010T-10(180),MCP-AS-
6010T-10(180),MCP-CA-6010T-10(180),MCP-
7470T-10(28),MCP-CD-6010T-10(180),MCP-
NA-6010T-10(180),MCP-AG-6010T-
10(180),MCP-CU-6010T-10(180),MCP-ZN-
6010T-10(180),MCP-SE-6010T-10(180),MCP-
BA-6010T-10(180),MCP-PB-6010T-10(180)
MCP-TCN9014-10(14)
SULFIDE-9030(7)
SULFIDE-9030(7)
TKN-4500(28),COD-410(28),TPHOS-
4500(28),NO3/NO2-4500(28),TNITROGEN(28)
CL-9251(28),SO4-9038(28),NO3-4500(2),NO2-
4500NO3(2),TDS-2540(7),T&L()
MCP-PAHSIM-10(7)
MCP-PAHSIM-10(7)
COLOR-A-2120(2),FORM-8315(3)
HOLD-METAL-DISSOLVED(180)
MCP-8260-10(14)
MCP-8260-10(14)
MCP-8260-10(14)
TOC-9060(28)
TOC-9060(28)
ALK-T-2320(14)
MCP-FE-6010T-10(180),MCP-CR-6010T-
10(180),MCP-MN-6010T-10(180),MCP-AS-
6010T-10(180),MCP-7470T-10(28),MCP-CA-
6010T-10(180),MCP-CD-6010T-10(180),MCP-
NA-6010T-10(180),MCP-ZN-6010T-
10(180),MCP-AG-6010T-10(180),MCP-CU-
6010T-10(180),MCP-SE-6010T-10(180),MCP-
BA-6010T-10(180),MCP-PB-6010T-10(180)
Project Name:
Project Number:
L2128729Lab Number:
Report Date:
Container ID Container Type Cooler
Temp
deg C Pres Seal
Container Information
Analysis(*)
06/18/21
<2
>12
>9
>9
<2
6
6
6
6
<2
<2
Frozen
Date/Time
Final
pH
Initial
pH
Serial_No:06182119:50
Page 65 of 74
*Values in parentheses indicate holding time in days
L2128729-05H
L2128729-05I
L2128729-05J
L2128729-05K
L2128729-05L
L2128729-05M
L2128729-05N
L2128729-05O
L2128729-06A
L2128729-06B
L2128729-06C
L2128729-06D
L2128729-06E
L2128729-06F
L2128729-06G
L2128729-06H
L2128729-06I
L2128729-06J
L2128729-06K
L2128729-06L
L2128729-06M
L2128729-06N
L2128729-06O
Plastic 250ml NaOH preserved
Plastic 250ml Zn Acetate/NaOH preserved
Plastic 250ml Zn Acetate/NaOH preserved
Plastic 950ml H2SO4 preserved
Plastic 950ml unpreserved
Amber 1000ml unpreserved
Amber 1000ml unpreserved
Amber 1000ml unpreserved
Vial HCl preserved
Vial HCl preserved
Vial HCl preserved
Vial H2SO4 preserved
Vial H2SO4 preserved
Plastic 250ml unpreserved/No Headspace
Plastic 250ml HNO3 preserved
Plastic 250ml NaOH preserved
Plastic 250ml Zn Acetate/NaOH preserved
Plastic 250ml Zn Acetate/NaOH preserved
Plastic 950ml H2SO4 preserved
Plastic 950ml unpreserved
Amber 1000ml unpreserved
Amber 1000ml unpreserved
Amber 1000ml unpreserved
A
A
A
A
A
A
A
A
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
>12
>9
>9
<2
5
5
5
5
NA
NA
NA
NA
NA
NA
<2
>12
>9
>9
<2
6
6
6
6
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
MERCHANT/BS&R
K10740A
MCP-TCN9014-10(14)
SULFIDE-9030(7)
SULFIDE-9030(7)
TKN-4500(28),TPHOS-4500(28),COD-
410(28),NO3/NO2-4500(28),TNITROGEN(28)
SO4-9038(28),CL-9251(28),NO3-4500(2),NO2-
4500NO3(2),T&L(),TDS-2540(7)
MCP-PAHSIM-10(7)
MCP-PAHSIM-10(7)
COLOR-A-2120(2),FORM-8315(3)
MCP-8260-10(14)
MCP-8260-10(14)
MCP-8260-10(14)
TOC-9060(28)
TOC-9060(28)
ALK-T-2320(14)
MCP-CR-6010T-10(180),MCP-FE-6010T-
10(180),MCP-MN-6010T-10(180),MCP-CA-
6010T-10(180),MCP-7470T-10(28),MCP-AS-
6010T-10(180),MCP-NA-6010T-10(180),MCP-
CD-6010T-10(180),MCP-ZN-6010T-
10(180),MCP-AG-6010T-10(180),MCP-CU-
6010T-10(180),MCP-SE-6010T-10(180),MCP-
BA-6010T-10(180),MCP-PB-6010T-10(180)
MCP-TCN9014-10(14)
SULFIDE-9030(7)
SULFIDE-9030(7)
TKN-4500(28),COD-410(28),TPHOS-
4500(28),NO3/NO2-4500(28),TNITROGEN(28)
CL-9251(28),SO4-9038(28),NO3-4500(2),NO2-
4500NO3(2),T&L(),TDS-2540(7)
MCP-PAHSIM-10(7)
MCP-PAHSIM-10(7)
COLOR-A-2120(2),FORM-8315(3)
Project Name:
Project Number:
L2128729Lab Number:
Report Date:
Container ID Container Type Cooler
Temp
deg C Pres Seal
Container Information
Analysis(*)
06/18/21
>12
>9
>9
<2
5
5
5
5
<2
>12
>9
>9
<2
6
6
6
6
Frozen
Date/Time
Final
pH
Initial
pH
Serial_No:06182119:50
Page 66 of 74
*Values in parentheses indicate holding time in days
L2128729-07A
L2128729-08A
L2128729-08B
L2128729-08C
L2128729-09A
L2128729-10A
L2128729-10B
L2128729-10C
L2128729-11A
L2128729-12A
L2128729-12B
L2128729-12C
L2128729-12D
Plastic 250ml HNO3 preserved
Plastic 250ml unpreserved
Plastic 250ml HNO3 preserved
Plastic 250ml H2SO4 preserved
Plastic 250ml HNO3 preserved
Plastic 250ml unpreserved
Plastic 250ml HNO3 preserved
Plastic 250ml H2SO4 preserved
Plastic 250ml HNO3 preserved
Vial HCl preserved
Vial HCl preserved
Vial HCl preserved
Vial HCl preserved
B
B
B
B
B
B
B
B
B
B
B
B
B
6
6
<2
<2
<2
5
<2
<2
<2
NA
NA
NA
NA
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
N
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
Absent
MERCHANT/BS&R
K10740A
HOLD-METAL-DISSOLVED(180)
NO3-4500(2),TDS-2540(7)
MCP-MN-6010T-10(180),MCP-AS-6010T-
10(180)
TKN-4500(28),NO3/NO2-
4500(28),TNITROGEN(28)
HOLD-METAL-DISSOLVED(180)
NO3-4500(2),TDS-2540(7)
MCP-MN-6010T-10(180),MCP-AS-6010T-
10(180)
TKN-4500(28),NO3/NO2-
4500(28),TNITROGEN(28)
HOLD-METAL-DISSOLVED(180)
MCP-8260-10(14)
MCP-8260-10(14)
MCP-8260-10(14)
MCP-8260-10(14)
Project Name:
Project Number:
L2128729Lab Number:
Report Date:
Container ID Container Type Cooler
Temp
deg C Pres Seal
Container Information
Analysis(*)
06/18/21
<2
6
<2
<2
<2
5
<2
<2
<2
Frozen
Date/Time
Final
pH
Initial
pH
Serial_No:06182119:50
Page 67 of 74
Report Format:Data Usability Report
GLOSSARY
Project Name:
Project Number:
Lab Number:
Report Date:
L2128729MERCHANT/BS&R
K10740A 06/18/21
Acronyms
DL
EDL
EMPC
EPA
LCS
LCSD
LFB
LOD
LOQ
MDL
MS
MSD
NA
NC
NDPA/DPA
NI
NP
NR
RL
RPD
SRM
STLP
TEF
TEQ
TIC
Detection Limit: This value represents the level to which target analyte concentrations are reported as estimated values, when
those target analyte concentrations are quantified below the limit of quantitation (LOQ). The DL includes any adjustments
from dilutions, concentrations or moisture content, where applicable. (DoD report formats only.)
Estimated Detection Limit: This value represents the level to which target analyte concentrations are reported as estimated
values, when those target analyte concentrations are quantified below the reporting limit (RL). The EDL includes any
adjustments from dilutions, concentrations or moisture content, where applicable. The use of EDLs is specific to the analysis
of PAHs using Solid-Phase Microextraction (SPME).
Estimated Maximum Possible Concentration: The concentration that results from the signal present at the retention time of an
analyte when the ions meet all of the identification criteria except the ion abundance ratio criteria. An EMPC is a worst-case
estimate of the concentration.
Environmental Protection Agency.
Laboratory Control Sample: A sample matrix, free from the analytes of interest, spiked with verified known amounts of
analytes or a material containing known and verified amounts of analytes.
Laboratory Control Sample Duplicate: Refer to LCS.
Laboratory Fortified Blank: A sample matrix, free from the analytes of interest, spiked with verified known amounts of
analytes or a material containing known and verified amounts of analytes.
Limit of Detection: This value represents the level to which a target analyte can reliably be detected for a specific analyte in a
specific matrix by a specific method. The LOD includes any adjustments from dilutions, concentrations or moisture content,
where applicable. (DoD report formats only.)
Limit of Quantitation: The value at which an instrument can accurately measure an analyte at a specific concentration. The
LOQ includes any adjustments from dilutions, concentrations or moisture content, where applicable. (DoD report formats
only.)
Limit of Quantitation: The value at which an instrument can accurately measure an analyte at a specific concentration. The
LOQ includes any adjustments from dilutions, concentrations or moisture content, where applicable. (DoD report formats
only.)
Method Detection Limit: This value represents the level to which target analyte concentrations are reported as estimated
values, when those target analyte concentrations are quantified below the reporting limit (RL). The MDL includes any
adjustments from dilutions, concentrations or moisture content, where applicable.
Matrix Spike Sample: A sample prepared by adding a known mass of target analyte to a specified amount of matrix sample for
which an independent estimate of target analyte concentration is available. For Method 332.0, the spike recovery is calculated
using the native concentration, including estimated values.
Matrix Spike Sample Duplicate: Refer to MS.
Not Applicable.
Not Calculated: Term is utilized when one or more of the results utilized in the calculation are non-detect at the parameter's
reporting unit.
N-Nitrosodiphenylamine/Diphenylamine.
Not Ignitable.
Non-Plastic: Term is utilized for the analysis of Atterberg Limits in soil.
No Results: Term is utilized when 'No Target Compounds Requested' is reported for the analysis of Volatile or Semivolatile
Organic TIC only requests.
Reporting Limit: The value at which an instrument can accurately measure an analyte at a specific concentration. The RL
includes any adjustments from dilutions, concentrations or moisture content, where applicable.
Relative Percent Difference: The results from matrix and/or matrix spike duplicates are primarily designed to assess the
precision of analytical results in a given matrix and are expressed as relative percent difference (RPD). Values which are less
than five times the reporting limit for any individual parameter are evaluated by utilizing the absolute difference between the
values; although the RPD value will be provided in the report.
Standard Reference Material: A reference sample of a known or certified value that is of the same or similar matrix as the
associated field samples.
Semi-dynamic Tank Leaching Procedure per EPA Method 1315.
Toxic Equivalency Factors: The values assigned to each dioxin and furan to evaluate their toxicity relative to 2,3,7,8-TCDD.
Toxic Equivalent: The measure of a sample's toxicity derived by multiplying each dioxin and furan by its corresponding TEF
and then summing the resulting values.
Tentatively Identified Compound: A compound that has been identified to be present and is not part of the target compound
list (TCL) for the method and/or program. All TICs are qualitatively identified and reported as estimated concentrations.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Serial_No:06182119:50
Page 68 of 74
Report Format:Data Usability Report
Project Name:
Project Number:
Lab Number:
Report Date:
L2128729MERCHANT/BS&R
K10740A 06/18/21
Terms
Analytical Method: Both the document from which the method originates and the analytical reference method. (Example: EPA 8260B is
shown as 1,8260B.) The codes for the reference method documents are provided in the References section of the Addendum.
Difference: With respect to Total Oxidizable Precursor (TOP) Assay analysis, the difference is defined as the Post-Treatment value minus the
Pre-Treatment value.
Final pH: As it pertains to Sample Receipt & Container Information section of the report, Final pH reflects pH of container determined after
adjustment at the laboratory, if applicable. If no adjustment required, value reflects Initial pH.
Frozen Date/Time: With respect to Volatile Organics in soil, Frozen Date/Time reflects the date/time at which associated Reagent Water-
preserved vials were initially frozen. Note: If frozen date/time is beyond 48 hours from sample collection, value will be reflected in 'bold'.
Initial pH: As it pertains to Sample Receipt & Container Information section of the report, Initial pH reflects pH of container determined upon
receipt, if applicable.
PAH Total: With respect to Alkylated PAH analyses, the 'PAHs, Total' result is defined as the summation of results for all or a subset of the
following compounds: Naphthalene, C1-C4 Naphthalenes, 2-Methylnaphthalene, 1-Methylnaphthalene, Biphenyl, Acenaphthylene,
Acenaphthene, Fluorene, C1-C3 Fluorenes, Phenanthrene, C1-C4 Phenanthrenes/Anthracenes, Anthracene, Fluoranthene, Pyrene, C1-C4
Fluoranthenes/Pyrenes, Benz(a)anthracene, Chrysene, C1-C4 Chrysenes, Benzo(b)fluoranthene, Benzo(j)+(k)fluoranthene, Benzo(e)pyrene,
Benzo(a)pyrene, Perylene, Indeno(1,2,3-cd)pyrene, Dibenz(ah)+(ac)anthracene, Benzo(g,h,i)perylene. If a 'Total' result is requested, the
results of its individual components will also be reported.
PFAS Total: With respect to PFAS analyses, the 'PFAS, Total (5)' result is defined as the summation of results for: PFHpA, PFHxS, PFOA,
PFNA and PFOS. In addition, the 'PFAS, Total (6)' result is defined as the summation of results at or above the RL for: PFHpA, PFHxS,
PFOA, PFNA, PFDA and PFOS. (Note: 'PFAS, Total (6)' is applicable to MassDEP DW compliance analysis only.). If a 'Total' result is
requested, the results of its individual components will also be reported.
The target compound Chlordane (CAS No. 57-74-9) is reported for GC ECD analyses. Per EPA,this compound "refers to a mixture of
chlordane isomers, other chlorinated hydrocarbons and numerous other components." (Reference: USEPA Toxicological Review of
Chlordane, In Support of Summary Information on the Integrated Risk Information System (IRIS), December 1997.)
Total: With respect to Organic analyses, a 'Total' result is defined as the summation of results for individual isomers or Aroclors. If a 'Total'
result is requested, the results of its individual components will also be reported. This is applicable to 'Total' results for methods 8260, 8081
and 8082.
Data Qualifiers
A
B
C
D
E
F
G
H
I
J
M
ND
NJ
-
-
-
-
-
-
-
-
-
-
-
-
-
Spectra identified as "Aldol Condensates" are byproducts of the extraction/concentration procedures when acetone is introduced in
the process.
The analyte was detected above the reporting limit in the associated method blank. Flag only applies to associated field samples that
have detectable concentrations of the analyte at less than ten times (10x) the concentration found in the blank. For MCP-related
projects, flag only applies to associated field samples that have detectable concentrations of the analyte at less than ten times (10x)
the concentration found in the blank. For DOD-related projects, flag only applies to associated field samples that have detectable
concentrations of the analyte at less than ten times (10x) the concentration found in the blank AND the analyte was detected above
one-half the reporting limit (or above the reporting limit for common lab contaminants) in the associated method blank. For NJ-
Air-related projects, flag only applies to associated field samples that have detectable concentrations of the analyte above the
reporting limit. For NJ-related projects (excluding Air), flag only applies to associated field samples that have detectable
concentrations of the analyte, which was detected above the reporting limit in the associated method blank or above five times the
reporting limit for common lab contaminants (Phthalates, Acetone, Methylene Chloride, 2-Butanone).
Co-elution: The target analyte co-elutes with a known lab standard (i.e. surrogate, internal standards, etc.) for co-extracted
analyses.
Concentration of analyte was quantified from diluted analysis. Flag only applies to field samples that have detectable concentrations
of the analyte.
Concentration of analyte exceeds the range of the calibration curve and/or linear range of the instrument.
The ratio of quantifier ion response to qualifier ion response falls outside of the laboratory criteria. Results are considered to be an
estimated maximum concentration.
The concentration may be biased high due to matrix interferences (i.e, co-elution) with non-target compound(s). The result should
be considered estimated.
The analysis of pH was performed beyond the regulatory-required holding time of 15 minutes from the time of sample collection.
The lower value for the two columns has been reported due to obvious interference.
Estimated value. This represents an estimated concentration for Tentatively Identified Compounds (TICs).
Reporting Limit (RL) exceeds the MCP CAM Reporting Limit for this analyte.
Not detected at the reporting limit (RL) for the sample.
Presumptive evidence of compound. This represents an estimated concentration for Tentatively Identified Compounds (TICs), where
1 The reference for this analyte should be considered modified since this analyte is absent from the target analyte list of the
original method.
-
Footnotes
Serial_No:06182119:50
Page 69 of 74
Report Format:Data Usability Report
Project Name:
Project Number:
Lab Number:
Report Date:
L2128729MERCHANT/BS&R
K10740A 06/18/21
Data Qualifiers
P
Q
R
RE
S
-
-
-
-
-
the identification is based on a mass spectral library search.
The RPD between the results for the two columns exceeds the method-specified criteria.
The quality control sample exceeds the associated acceptance criteria. For DOD-related projects, LCS and/or Continuing Calibration
Standard exceedences are also qualified on all associated sample results. Note: This flag is not applicable for matrix spike recoveries
when the sample concentration is greater than 4x the spike added or for batch duplicate RPD when the sample concentrations are less
than 5x the RL. (Metals only.)
Analytical results are from sample re-analysis.
Analytical results are from sample re-extraction.
Analytical results are from modified screening analysis.
Serial_No:06182119:50
Page 70 of 74
Alpha Analytical performs services with reasonable care and diligence normal to the analytical testing
laboratory industry. In the event of an error, the sole and exclusive responsibility of Alpha Analytical
shall be to re-perform the work at it's own expense. In no event shall Alpha Analytical be held liable
for any incidental, consequential or special damages, including but not limited to, damages in any way
connected with the use of, interpretation of, information or analysis provided by Alpha Analytical.
We strongly urge our clients to comply with EPA protocol regarding sample volume, preservation, cooling,
containers, sampling procedures, holding time and splitting of samples in the field.
LIMITATION OF LIABILITIES
1
44
97
107
121
Test Methods for Evaluating Solid Waste: Physical/Chemical Methods. EPA SW-846.
Third Edition. Updates I - VI, 2018.
Methods for the Determination of Inorganic Substances in Environmental Samples,
EPA/600/R-93/100, August 1993.
EPA Test Methods (SW-846) with QC Requirements & Performance Standards for the
Analysis of EPA SW-846 Methods under the Massachusetts Contingency Plan, WSC-
CAM-IIA, IIB, IIIA, IIIB, IIIC, IIID, VA, VB, VC, VIA, VIB, VIIIA and VIIIB, July 2010.
Alpha Analytical - In-house calculation method.
Standard Methods for the Examination of Water and Wastewater. APHA-AWWA-WEF.
Standard Methods Online.
Project Name:
Project Number:
Lab Number:
Report Date:
L2128729MERCHANT/BS&R
K10740A
REFERENCES
06/18/21
Serial_No:06182119:50
Page 71 of 74
Alpha Analytical, Inc.ID No.:17873
Facility: Company-wide Revision 19
Department: Quality Assurance Published Date: 4/2/2021 1:14:23 PM
Title: Certificate/Approval Program Summary Page 1 of 1
Document Type: Form Pre-Qualtrax Document ID: 08-113
Certification Information
The following analytes are not included in our Primary NELAP Scope of Accreditation:
Westborough Facility
EPA 624/624.1: m/p-xylene, o-xylene, Naphthalene
EPA 625/625.1: alpha-Terpineol
EPA 8260C/8260D: NPW: 1,2,4,5-Tetramethylbenzene; 4-Ethyltoluene, Azobenzene; SCM: Iodomethane (methyl iodide), 1,2,4,5-Tetramethylbenzene;
4-Ethyltoluene.
EPA 8270D/8270E: NPW: Dimethylnaphthalene,1,4-Diphenylhydrazine, alpha-Terpineol; SCM: Dimethylnaphthalene,1,4-Diphenylhydrazine.
SM4500: NPW: Amenable Cyanide; SCM: Total Phosphorus, TKN, NO2, NO3.
Mansfield Facility
SM 2540D: TSS
EPA 8082A: NPW: PCB: 1, 5, 31, 87,101, 110, 141, 151, 153, 180, 183, 187.
EPA TO-15: Halothane, 2,4,4-Trimethyl-2-pentene, 2,4,4-Trimethyl-1-pentene, Thiophene, 2-Methylthiophene,
3-Methylthiophene, 2-Ethylthiophene, 1,2,3-Trimethylbenzene, Indan, Indene, 1,2,4,5-Tetramethylbenzene, Benzothiophene, 1-Methylnaphthalene.
Biological Tissue Matrix: EPA 3050B
The following analytes are included in our Massachusetts DEP Scope of Accreditation
Westborough Facility:
Drinking Water
EPA 300.0: Chloride, Nitrate-N, Fluoride, Sulfate; EPA 353.2: Nitrate-N, Nitrite-N; SM4500NO3-F: Nitrate-N, Nitrite-N; SM4500F-C, SM4500CN-CE,
EPA 180.1, SM2130B, SM4500Cl-D, SM2320B, SM2540C, SM4500H-B, SM4500NO2-B
EPA 332: Perchlorate; EPA 524.2: THMs and VOCs; EPA 504.1: EDB, DBCP.
Microbiology: SM9215B; SM9223-P/A, SM9223B-Colilert-QT,SM9222D.
Non-Potable Water
SM4500H,B, EPA 120.1, SM2510B, SM2540C, SM2320B, SM4500CL-E, SM4500F-BC, SM4500NH3-BH: Ammonia-N and Kjeldahl-N, EPA 350.1:
Ammonia-N, LACHAT 10-107-06-1-B: Ammonia-N, EPA 351.1, SM4500NO3-F, EPA 353.2: Nitrate-N, SM4500P-E, SM4500P-B, E, SM4500SO4-E,
SM5220D, EPA 410.4, SM5210B, SM5310C, SM4500CL-D, EPA 1664, EPA 420.1, SM4500-CN-CE, SM2540D, EPA 300: Chloride, Sulfate, Nitrate.
EPA 624.1: Volatile Halocarbons & Aromatics,
EPA 608.3: Chlordane, Toxaphene, Aldrin, alpha-BHC, beta-BHC, gamma-BHC, delta-BHC, Dieldrin, DDD, DDE, DDT, Endosulfan I, Endosulfan II,
Endosulfan sulfate, Endrin, Endrin Aldehyde, Heptachlor, Heptachlor Epoxide, PCBs
EPA 625.1: SVOC (Acid/Base/Neutral Extractables), EPA 600/4-81-045: PCB-Oil.
Microbiology: SM9223B-Colilert-QT; Enterolert-QT, SM9221E, EPA 1600, EPA 1603, SM9222D.
Mansfield Facility:
Drinking Water
EPA 200.7: Al, Ba, Cd, Cr, Cu, Fe, Mn, Ni, Na, Ag, Ca, Zn. EPA 200.8: Al, Sb, As, Ba, Be, Cd, Cr, Cu, Pb, Mn, Ni, Se, Ag, TL, Zn. EPA 245.1 Hg.
EPA 522, EPA 537.1.
Non-Potable Water
EPA 200.7: Al, Sb, As, Be, Cd, Ca, Cr, Co, Cu, Fe, Pb, Mg, Mn, Mo, Ni, K, Se, Ag, Na, Sr, TL, Ti, V, Zn.
EPA 200.8: Al, Sb, As, Be, Cd, Cr, Cu, Fe, Pb, Mn, Ni, K, Se, Ag, Na, TL, Zn.
EPA 245.1 Hg.
SM2340B
For a complete listing of analytes and methods, please contact your Alpha Project Manager.
Serial_No:06182119:50
Page 72 of 74
Serial_No:06182119:50
Page 73 of 74
Serial_No:06182119:50
Page 74 of 74
Massachusetts Department of Environmental Protection
Bureau of Waste Prevention / Solid Waste Management
Third-Party Inspection Report – 310 CMR 19.018(8)
Operation & Maintenance
Important: When completing
this form on a computer, use
only the Tab key to move your
cursor – not the Return key.
Third-Party Inspection Report (O&M) – Rev. 12/4/14 Page 1 of 18
Instructions
Use this form to record and report the results of a Third-Party Operation and Maintenance
Inspection conducted pursuant to 310 CMR 19.018. Be sure to obtain the most recent version
of this form. All applicable sections of the submitted form must be completed to be accepted by
MassDEP.
Pursuant to 310 CMR 19.018(8)(a), the third-party inspector and facility owner/operator must sign
this Third-Party Inspection Report form and submit the completed report to the appropriate
MassDEP regional office and one copy of each completed report to the board of health of the
municipality in which the facility is located.
In the event that this inspection report contains a recommendation for corrective action(s), the
owner/operator shall also submit the information required by 310 CMR 19.018(8)(c)2.
Forms and instructions are available online:
http://www.mass.gov/eea/agencies/massdep/recycle/approvals/solid-waste-applications-and-forms.html#8
Note: This form does not identify all of the requirements applicable to each solid waste
management facility; other requirements and/or policies may apply to the operation, maintenance
and monitoring for each facility.
MassDEP Use Only
Rec’d Date:
FMF #:
RO #:
Reviewer:
Comments:
I. Facility Information
Facility Type (check one):
Transfer Station/Handling Facility C&D Waste Processor or C&D Waste Transfer Station Municipal Waste Combustor
Active Landfill Closed Landfill Other: Wood Waste Reclamation Facility
Specify
Facility:
Cape Sand and Recycling WWRF
Facility Name
Brewster
City/Town
MA
State
02631
ZIP Code
508-255-1550
Telephone Number
298388
Regulated Object Account Number
FMF Number
Operator:
Cape Sand and Recycling, LLC
Operator Name (Doing Business As/Company Name)
508-294-1010
Telephone Number
info@capesandandrecycling.com
Email Address
PO Box 1555
Mailing Address
Brewster
City/T Cape Sand and Recycling, LLC own
MA
State
02631
ZIP Code
Permittee:
Cape Sand and Recycling, LLC
Permittee Name (Entity Identified on Facility Permit)
PO Box 1555
Mailing Address
Brewster
City/Town
MA
State
02631
ZIP Code
Responsible Official for the Facility:
Jay Merchant
Responsible Official Name (Individual)
theo@capesandandrecycling.com
Responsible Official Email Address
Cape Sand and Recycling, LLC
Responsible Official Company Name
508-294-1010
Responsible Official Telephone Number
Massachusetts Department of Environmental Protection
Bureau of Waste Prevention / Solid Waste Management
Third-Party Inspection Report – 310 CMR 19.018(8)
Operation & Maintenance
Third-Party Inspection Report (O&M) Page 2 of 18
II. Third-Party Inspector
Peter Flood
Third-Party Inspector Name
Green Seal Environmental, Inc.
Company Name
SW48-0000045
MassDEP Third-Party Inspector Identification Number
06/01/2021 (renewal submitted 05/13/2021)
MassDEP Third-Party Inspector Expiration Date (MM/DD/YYYY)
508-888-6034
Telephone Number
peter@gseenv.com
Email Address
114 State Road Building B
Mailing Address
Sagamore Beach
City/Town
MA
State
02562
ZIP Code
Construction and Demolition Waste (C&D Waste) Processing Facility or C&D Waste Transfer Station Only:
Identify the qualified individual that conducted the observation of incoming waste loads and collection of samples of suspect asbestos-
containing materials during the inspection [pursuant to 310 CMR 19.018(6)(f)]. If the entire inspection was conducted by the third-party
inspector listed above, then check the box and enter only the Asbestos Inspector Certification Number.
III. Inspection Details
A. FREQUENCY
Indicate the scheduled inspection frequency for this facility as required by 310 CMR 19.018(6)(b), or a more frequent schedule set forth
in the Facility Permit/Other Approval:
Bi-Monthly Quarterly Semi-Annual Annual Biennial
Other (include permit/approval type and date of issuance):
B. DATE, TIME & PERSONNEL
Inspection Date (MM/DD/YYYY): 05/27/2021
Inspection Start Time: 10:05 AM PM
Facility Representatives in Attendance During Inspection: Theo Mintz and several CSR employees
C. CONDITIONS
Air Temperature: Approximately 76 degrees F. Wind Direction (direction from which the wind is blowing):
Weather: Clear Partly Cloudy Cloudy NW N NE
Dry Rain Snow W Wind E
Wind Speed: Calm Breeze Moderate Strong SW S SE
Same as above. Provide Asbestos Certification Number ► AI-014709
MA Dept. of Labor Standards Asbestos Inspector Certification Number
Asbestos Inspector Name
Company Name
Telephone Number
Email Address
Mailing Address
City/Town
State
ZIP Code
Massachusetts Department of Environmental Protection
Bureau of Waste Prevention / Solid Waste Management
Third-Party Inspection Report – 310 CMR 19.018(8)
Operation & Maintenance
Third-Party Inspection Report (O&M) Page 3 of 18
IV. Pre-Inspection Preparation
A. FACILITY-SPECIFIC O&M REQUIREMENTS
During each third-party inspection, the third-party inspector shall examine and evaluate the facility’s solid waste activities, equipment,
operations, practices, procedures, and records relevant to the type of third-party inspection being conducted in order to determine the
facility’s compliance with all applicable requirements as set forth in 310 CMR 19.018(6)(a)1.
Therefore, pursuant to 310 CMR 19.018(6)(a)1, prior to conducting a third-party facility operation and maintenance
inspection, the third-party inspector shall, without limitation, complete all of the following:
Review and become familiar with the regulations set forth at 310 CMR 19.000 – Massachusetts Solid Waste Regulations.
Identify, review and become familiar with all solid waste permits, plans, approvals, and orders (or other enforcement documents
issued to the facility by the Department), and the solid waste requirements applicable to the operation and maintenance of the
facility.
Relevant requirements may include, without limitation, specific practices and procedures for the operation, maintenance and
monitoring of the facility, waste acceptance/storage limits, and other requirements related to the facility’s solid waste activities.
Without limitation, these facility-specific requirements may be contained in the Facility Permit, Authorization to Construct,
Authorization to Operate, Operation and Maintenance Plan, Closure/Post-Closure Plans and Approvals, Facility Modification
Approvals, Beneficial Use Determinations, Administrative Consent Orders, and other determinations, authorizations or
enforcement actions issued by the Department.
I, Peter Flood, have identified, reviewed and understand all of the aforementioned requirements that are
applicable to this facility and the following are my observations and recommendations related to the
facility-specific requirements.
► PF
Inspector Initials
B. SOLID WASTE PERMITS, PLANS, APPROVALS & ORDERS
List all relevant solid waste permits, plans, approvals, orders or other enforcement actions issued to the facility by the Department that
contain specific practices, procedures and other requirements still in effect for the operation, maintenance and monitoring or
closure/post-closure of the facility. Where applicable, provide the plan or issue date for each item. For enforcement actions, include
the document number, effective date, and status of implementation by the facility.
Discussion: MassDEP (#234209) Sequence Change GW Monitoring (#X234209) – October 19, 2010; MassDEP ATO (#W229293) -
December 29, 2009; MassDEP ATC (#W227916), February 10, 2009.
Massachusetts Department of Environmental Protection
Bureau of Waste Prevention / Solid Waste Management
Third-Party Inspection Report – 310 CMR 19.018(8)
Operation & Maintenance
Third-Party Inspection Report (O&M) Page 4 of 18
V. Performance Standards
Examine and evaluate the facility’s solid waste activities, equipment, operations, practices, procedures and records relevant to the type
of solid waste facility.
Using the tables below, identify all areas evaluated by the inspector during the inspection by checking the box in the first column.
Describe all deviations noted during the inspection in the third column. Provide recommendations for corrective action to return to
compliance with the applicable performance standard in the fourth column.
Facility Type Performance Standards
Transfer Station/Handling Facility
(Including C&D Facility)
Complete Section A.
If C&D Handling/ Processing Facility, then also complete Section B.
Municipal Waste Combustor Complete Section A.
Active Landfill Complete Sections C. and F.
If active ash landfill, then also complete Section D.
Closed Landfill Complete Sections E. and F.
A. TRANSFER STATION, HANDLING FACILITY, OR MUNICIPAL WASTE COMBUSTOR (INCLUDING C&D FACILITY)
Evaluated Performance Standard Deviation(s)
Comments/Observations and
Recommended Corrective
Action(s)
19.205(1)
Storm Water Controls.
19.205(2)
Equipment.
19.205(3)
Weighing Facilities.
19.207(1)
General. Discuss in Section VI. Discuss in Section VI.
19.207(2)
Supervision of Operation.
19.207(3)
Access to Facilities.
19.207(4)
Security.
19.207(5)
Posting of Handling Facility.
19.207(6)
Unloading of Refuse.
19.207(7)
Special Wastes.
19.207(8)
Banned/Restricted Wastes.
19.207(9)
Hazardous Waste.
19.207(10)
Household Hazardous Waste
and Waste Oil Collections.
19.207(11)
Bulky Waste.
19.207(12)
Liquid Wastes.
Massachusetts Department of Environmental Protection
Bureau of Waste Prevention / Solid Waste Management
Third-Party Inspection Report – 310 CMR 19.018(8)
Operation & Maintenance
Third-Party Inspection Report (O&M) Page 5 of 18
Evaluated Performance Standard Deviation(s)
Comments/Observations and
Recommended Corrective
Action(s)
19.207(13)
Bird Hazards.
19.207(14)
Dust Control.
19.207(15)
Vector Control.
19.207(16)
Control of Wind-blown Litter.
19.207(17)
Staffing.
19.207(18)
Employee Facilities.
19.207(19)
Accident Prevention/Safety.
19.207(20)
Fire Protection.
19.207(21)
Recycling Operations.
19.207(22)
Records for Operational and
Plan Execution.
19.207(23)
Screening and/or Fencing.
19.207(24)
Open Burning.
19.207(25)
Inspections.
19.207(26)
End-of-Life Mercury-added
Products.
B. CONSTRUCTION AND DEMOLITION (C&D) WASTE PROCESSING FACILITY OR C&D WASTE TRANSFER STATION
Evaluated Performance Standard Deviation(s)
Comments/Observations and
Recommended Corrective
Action(s)
19.206(1)
Enclosed Operations.
19.206(2)
Storage.
19.206(3)
Contact Water.
Suspect Asbestos-Containing
Material (ACM) Inspection and
Management Protocol.
Sample collection of suspect
ACM from incoming loads. Discuss sample results:
► Attach analytical reports.
Massachusetts Department of Environmental Protection
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Third-Party Inspection Report – 310 CMR 19.018(8)
Operation & Maintenance
Third-Party Inspection Report (O&M) Page 6 of 18
C. ACTIVE LANDFILL
Evaluated Performance Standard Deviation(s) Comments/Observations and
Recommended Corrective Action(s)
19.130(1)
General. Discuss in Section VI. Discuss in Section VI.
19.130(2)
Operator Supervision. None observed Facility care and maintenance under the
supervision of a qualified operator.
19.130(3)
Special Wastes. Not applicable Facility does not accept or manage
Special Wastes
19.130(4)
Banned/Restricted Wastes. None observed Facility accepts stumps and brush for
recycling.
19.130(5)
Hazardous Waste.
Not applicable Facility does not accept Hazardous
Waste
19.130(6)
Bulky Wastes.
Not applicable Facility does not accept Bulky Wastes
19.130(7)
Liquid Wastes.
Not applicable Facility does not accept Liquid
Wastes
19.130(8)
Solid Waste Handling. None observed Yard manager/load inspector directly
supervising waste handling
19.130(9)
Bird Hazards. None observed There was no indication of bird
hazards and/or bird congregation at
the time of the inspection
19.130(10)
Equipment and Shelter. None observed Facility has enough on-site mobile
equipment to properly run the
WWRF. Significant quantities of spare
equipment exist on-site as part of the
construction entity of the facility
19.130(11)
Staffing.
None observed Adequate staff on site to properly run
the facility
19.130(12)
Employee Facilities.
None observed Full facilities are provided to staff in
the office building, scale house and
maintenance building
19.130(13)
Accident Prevention/Safety.
None observed Employees reportedly participate in
regular safety training
19.130(14)
Spreading and Compacting of
Solid Waste.
Not applicable Although permitted to do so, the
facility is not currently landfilling
materials. Stumps and brush are
stockpiled and chipped on the surface
19.130(15)
Cover Material.
None observed Sufficient quantities of cover material
are available on site if needed
19.130(16)
Vector, Dust and Odor Control.
None observed No vector, dust or odor issues noted on
the day of inspection. Dust is controlled
by reducing vehicle speeds through the
WWRF and wetting of access roads.
Massachusetts Department of Environmental Protection
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Operation & Maintenance
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Evaluated Performance Standard Deviation(s) Comments/Observations and
Recommended Corrective Action(s)
19.130(17)
Litter Control.
None observed NO windblown materials were
observed on and/or off-site from the
WWRF operations during inspection.
Facility in excellent condition
19.130(18)
Top Slope and Side Slopes.
None observed Facility not currently landfilling stumps
and brush. Stockpiles of stumps,
brush and tailings noted were neat
and orderly
19.130(19)
Storm Water Drainage.
None observed Controls consist of loose permeable
sands, and directing stormwater to
lower portions of the WWRF
19.130(20)
Erosion Control.
None observed Controls consist of grading to lower
portions of the site.
19.130(21)
Boundary/Elevation Markers.
None observed No landfilling/sloping taking place,
only temporarily stockpiling of
materials
19.130(22)
Access Roads.
None observed Paved surfaces appeared to be in
excellent condition on the day of
inspection. Dirt roads within the
WWRF area were properly graded to
promote safe and easy access
19.130(23)
Security.
None observed Gates, berms and fencing were in
good condition and observed to be
functioning properly to limit
unauthorized access to the facility
19.130(24)
Posting of the Landfill.
None observed Appropriate signage posted at
entrance to WWRF. Signs direct
users to tipping area.
19.130(25)
Open Burning. Not applicable No open burning exists on-site
19.130(26)
Fire Protection and Control. None observed Facility in compliance with
requirements. Extinguishers
mounted strategically around the
facility as well as in mobile
equipment as needed.
19.130(27)
Convenience and Recycling
Drop-off Areas at Landfills.
Not applicable
19.130(28)
Waste Oil Collections at
Landfills.
Not applicable Waste oil is not accepted at this
facility
19.130(29)
Household Hazardous Waste
Collections at Landfills.
Not applicable Household hazardous waste
collection does not occur at this
Massachusetts Department of Environmental Protection
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Third-Party Inspection Report – 310 CMR 19.018(8)
Operation & Maintenance
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Evaluated Performance Standard Deviation(s) Comments/Observations and
Recommended Corrective Action(s)
facility
19.130(30)
Leachate Collection,
Treatment and Disposal.
Not applicable
19.130(31)
Phase Completion of the
Landfill.
Not applicable
19.130(32)
Disruption of Landfilled Areas. None observed Facility is permitted for active stump
recovery and recycling
19.130(33)
Construction of Buildings. Not applicable
19.130(34)
Records for Operational and
Plan Execution.
None observed Maintained and accessible in the
scalehouse.
19.130(35)
Inspections. None observed Inspections performed by a MassDEP
approved 3rd party inspector per 310
CMR 19.018
19.130(36)
Re-circulation of Leachate. Not applicable
19.130(37) End-of-Life
Mercury-added Products. None observed Facility only accepts stumps and brush
D. ASH LANDFILL
Evaluated Performance Standard Deviation(s) Comments/Observations and
Recommended Corrective Action(s)
19.131(1)
General. Discuss in Section VI. Discuss in Section VI.
19.131(2)
Fugitive Emissions.
19.131(3)
Ash Moisture Content.
19.131(4)
Spreading/Compacting of Ash.
19.131(5)
Vehicle Washdown /
Wheelwash / Other Measures.
Massachusetts Department of Environmental Protection
Bureau of Waste Prevention / Solid Waste Management
Third-Party Inspection Report – 310 CMR 19.018(8)
Operation & Maintenance
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E. CLOSED LANDFILL
Evaluated Performance Standard Deviation(s) Comments/Observations and
Recommended Corrective Action(s)
19.016
Post-closure Use.
19.142(1)
General. Discuss in Section VI. Discuss in Section VI.
19.142(2)
Post-closure Period.
19.142(3)
Post-closure Period Waiver.
19.142(4)
Post-closure Period Extension.
19.142(5)
Post-closure Requirements.
19.142(6)
Inspection Requirements.
19.142(7)
Additional Measures.
19.142(8)
Termination of the Post-
Closure Period.
19.143(1)
Applicability.
19.143(2)
Submission of Post-closure
Use Plans.
19.143(3)
Criteria for Approval of Post-
closure Use.
19.143(4)
Post-closure Construction.
Massachusetts Department of Environmental Protection
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Operation & Maintenance
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F. ADDITIONAL LANDFILL REQUIREMENTS
Evaluated Performance Standard Comments/Observations and
Recommended Corrective Action(s)
19.132
Environmental Monitoring Requirements. Groundwater monitoring and reporting conducted by
Bennett Environmental Associates.
Is the monitoring of surface water, ground water, landfill
gas and any other media as determined by the
Department, including without limitation, soil and
sediment, being conducted on the schedule established in
the permit or as otherwise required by the Department?
YES NO
Are the analytical results of the environmental monitoring
submitted to the Department within 60 days after the date
of sample collection or as otherwise specified by the
Department?
YES NO
19.133
Maintenance of Environmental Control and Monitoring
Systems.
Are the facility operations conducted in a manner which
protects all environmental control systems as approved in
the Operation and Maintenance plan and monitoring
systems as approved in the Operation and Maintenance
plan or permit?
YES NO
Is regular maintenance of all landfill environmental control
systems performed as approved in the Operation and
Maintenance plan or permit?
YES NO
Has the Department been notified of the existence and
extent of damaged or destroyed environmental control
systems, monitoring devices, or surface water sampling
location markers in accordance with 310 CMR
19.133(1)(c) and/or 19.133(1)(e)?
N/A (if no damage to report) YES NO
Continue to Next Page ►
Massachusetts Department of Environmental Protection
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Third-Party Inspection Report – 310 CMR 19.018(8)
Operation & Maintenance
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F. ADDITIONAL LANDFILL REQUIREMENTS – Continued
Evaluated Performance Standard Comments/Observations and
Recommended Corrective Action(s)
19.121(4)
Landfill Gas Recovery Operation and Maintenance
Requirements.
N/A
Is condensate generation kept to a minimum and
condensate recirculation, if proposed, performed in
accordance with the permit?
YES NO
Are the sampling and analysis of condensate conducted
on the schedule established in the permit or as otherwise
required by the Department?
YES NO
Are the analytical results of condensate monitoring
reported to the Department as established in the permit or
as otherwise required by the Department?
YES NO
Is an annual report on the operation of the landfill gas
recovery facility submitted to the Department as specified
in the permit?
YES NO
Massachusetts Department of Environmental Protection
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Third-Party Inspection Report – 310 CMR 19.018(8)
Operation & Maintenance
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VI. Inspection Observations
A. FACILITY CONDITION AND OPERATIONS
Examine and evaluate the facility condition and operations as observed during the inspection, including the following:
Describe any evidence of the following conditions observed at the time of the inspection:
• Unpermitted discharges to air, water, land or other natural resources of the Commonwealth; and
• Dust, odors, litter, and/or other nuisance conditions.
Document and discuss all deviations from any specific requirements for the facility that are not addressed in the previous section
(Section V. – Performance Standards), including without limitation, the requirements set forth in the facility’s operation and
maintenance plan, orders or other enforcement documents, and other solid waste permits, approvals, and authorizations issued to
the facility by MassDEP.
List the types and estimated quantities of all waste and materials stored at the facility at the time of the inspection.
Provide a narrative that describes the overall status of the general condition, operation and performance of the facility as
observed at the time of the inspection.
Attach photographs taken during the inspection that depict the general condition and operation of the facility. At a minimum, include
photographs, as applicable, of the waste unloading (tipping) area, waste storage areas, recyclable material storage and, for transfer
stations, the waste reloading activity.
Discussion: No unpermitted discharges to air, water or land were noted on site on the day of inspection. No deviations were noted
from the facility operation and maintenance plan. The facility appeared to be in excellent condition on the day of inspection.
Stockpiles of loam, mulch, wood chips, stumps brush and tailings were noted neat and orderly on the day of inspection.
Several material product stockpiles (loam, mulch and wood chips) were noted across the site from recent processing on the day of
inspection. Wood waste reclamation activities are ongoing in the previous deposition areas. Conditionally exempt ABC stockpile
was well below the permitted volume of 3,000 cubic yards.
B. RECORD REVIEW
Examine and evaluate the facility’s record-keeping. Without limitation, document the status of the facility’s compliance with, and any
deviations from, the record-keeping required by 310 MCR 19.000; the facility’s operation and maintenance plan; orders or other
enforcement documents issued to the facility; and other solid waste permits, approvals, determinations and authorizations issued to the
facility by the Department, including the following:
Discuss the evaluation of the Facility’s “daily log” such as, daily tonnage records.
List and discuss any special incidents that have occurred since the previous inspection such as exceedances of the facility’s
permitted waste acceptance limits, nature and outcome of complaints reported to the facility operator (including the identity of the
complainant, if known), fires, emergencies, or other disruptions to the routine operation of the facility.
Discussion: Inbound and outbound tonnage and volumes are maintained in the scalehouse. The daily log is orderly and up to date.
No special incidents were reported to GSE since the previous inspection of the facility.
Massachusetts Department of Environmental Protection
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Operation & Maintenance
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VII. Summary and Recommendations
Pursuant to 310 CMR 19.018(6)(a)4., where a third-party inspector observes that the operation or maintenance of the facility deviates
from the aforementioned applicable requirements, he or she shall document all such deviations and recommend corrective actions for
the facility to take to return to compliance.
A. INSPECTION RESULTS
Based on the examinations and evaluations conducted in Sections V. and VI., please summarize the inspection results by checking one
of the following determinations:
No deviations from the applicable performance standards or additional requirements listed at 310 CMR 19.018(6)
were identified during this inspection.
If no deviations were identified during the inspection, check this box and proceed to Section VII.B.
Deviations from the applicable performance standards or additional requirements listed at 310 CMR 19.018(6) were
identified during this inspection and are discussed further in this report.
If deviations were identified during the inspection, check this box and ensure that each deviation and the recommended
corrective actions are discussed in the applicable section(s) below.
B. STATUS OF PREVIOUS RECOMMENDATIONS FOR CORRECTIVE ACTION
If a previous inspection report identified deviations with recommendations for corrective action, please describe the action(s) taken
since the last inspection to return the facility to compliance with the applicable requirements.
Discussion: N/A
C. RECOMMENDATIONS FOR CORRECTIVE ACTION
Based on the results of this inspection, please list all deviations noted during the inspection and provide recommendations for corrective
action to return to compliance with the applicable requirement.
Recommendations: None at this time
D. ADDITIONAL COMMENTS
Comments: None at this time.
VIII. Additional Information Checklist
Attach the following additional information, as applicable, to complete the inspection report.*
Attach photographs taken during the inspection that depict the general condition and operation of the facility, as required in
Section VI.A.
For C&D Waste facilities only, attach the analytical results, as required in Section V.B.
*Note: Pursuant to 310 CMR 19.018(8), MassDEP may request additional information.
Continue to Certification Statement on Next Page ►
Massachusetts Department of Environmental Protection
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Third-Party Inspection Report – 310 CMR 19.018(8)
Operation & Maintenance
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Scale and scalehouse near facility entrance
Massachusetts Department of Environmental Protection
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Operation & Maintenance
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Stump and brush stockpile – excavators in operation
Massachusetts Department of Environmental Protection
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Operation & Maintenance
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Stumps and brush materials to be chipped
Massachusetts Department of Environmental Protection
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Finished material stockpiles for retail