MASSACHUSETTS GENERAL LAW CHAPTER 21E …034F9CAE-5196-4551-90C2...350 Old Enfield Road Belchertown,...

COLD SPRING ENVIRONMENTAL CONSULTANTS INC.

• 21E Site Investigations • Subsurface Investigations • Pollution Remediation • LSP on Staff • Forensic Septic Investigations

• Percolation Tests • Septic Designs • Regulatory Compliance • Recycling and Solid Waste • Second Opinions

MASSACHUSETTS GENERAL LAW CHAPTER 21E AND ASTM E1527-13 PHASE I

ENVIRONMENTAL SITE ASSESSMENT

Prepared by:

Cold Spring Environmental Consultants, Inc. 350 Old Enfield Road

Belchertown, MA 01007

Prepared for:

Quaboag Valley Community Development Corporation & Quaboag Valley Business Assistance Corporation

23 West Main Street: Suite 1 Ware, MA 01082

Project Number: 115-4687-0905

Site: 2032 Main Street Three Rivers, MA

Date: September 10 th , 2015

350 Old Enfield Road ■ Belchertown, MA. 01007 ■ Phone: 413.323.5957 Fax 413.323.4916 email: [email protected] www.coldspringenvironmental.com




September 10 th , 2015

Ms. Sheila Cuddy Quaboag Valley CDC & BAC 23 West Main Street: Suite 1 Ware, MA 01082

RE: ASTM and MGL c21E Phase I Environmental Site Assessment 2032 Main Street: Three Rivers, MA CSEC Reference File #115-4687-0905

Dear Ms. Cuddy,

This report presents the findings of an Environmental Site Assessment conducted at the above referenced property. The Environmental Site Assessment is intended to characterize surficial environmental conditions and site usage as well as historical records to determine the likelihood of pollution liability subject to the Massachusetts Contingency Plan and M.G.L. Chapter 21E. This report meets the requirements of an Environmental Site Assessment or Level I Assessment as referenced by lending institutions and real estate professionals, and is in compliance with ASTM Standard E1527-13: Standard Practice for Phase I Environmental Site Assessments: Phase I Site Assessment Process.

Site visits and record reviews were conducted between August 20 th, 2015 and September 10", 2015. Therefore, this report contains data observed in the field and on record during this period of investigation. Municipal, State and Federal records were researched for the site and abutters with regard to the use, handling, storage and disposal of hazardous materials and petroleum. The interrelationship of the site with surrounding properties was also assessed.

This report should be considered confidential information, and access to this report should be limited to those individuals involved with the property transaction.

Sincerely,

Cold Spring Environmental Consultants, Inc.

www.coldspringenvironmental.com

350 Old Enfield Road ■ Bekhertown, MA. 01007 ■ Phone: 413.323.5957 Fax 413.323.4916 email: [email protected] www.coldspringenvironmental.com



• Percolation Tests • Septic Designs

• Regulatory Compliance • Recycling and Solid Waste • Second Opinions

CSEC Project #115-4687-0905

Table of Contents

PAGE

SECTION

SECTION

1.0

2.0

INTRODUCTION, SITE LOCATION AND OWNERSHIP

SITE DESCRIPTION & SETTING

1

3

SECTION 3.0 HISTORICAL RECORDS SEARCH AND INTERVIEWS . . . . 7

SECTION 4.0 ENVIRONMENTAL RECORDS REVIEW 9

SECTION 5.0 FIELD INVESTIGATIONS AND SITE INSPECTIONS 10

SECTION 6.0 CONCLUSIONS 12

SECTION 7.0 SUMMARY, CONCLUSIONS AND RECOMMENDATIONS 14

Attachment I: Attachment II: Attachment III: Attachment IV: Attachment V: Attachment VI:

Attachment VII: Attachment VIII: Attachment IX:

Figures I through III Sanborn Atlas Map Report Street Directory Image Report Historical Topographic Maps EDR Aerial Photo Decade Package EDR Radius Report Including Environmental Lien and AUL Search User Questionnaire Vapor Encroachment Screening Form Site Photographs

350 Old Enfield Road ■ Bekhertown, MA. 01007 • Phone: 413.323.5957 Fax 413.323.4916 email: [email protected] www.coldspringenvironmental.com

1.0 INTRODUCTION, SITE LOCATION AND OWNERSHIP

1.1 Introduction

This MGL c21E Site Assessment has been undertaken on behalf of

the Quaboag Valley Community Development Corporation located in

Ware, Massachusetts by Cold Spring Environmental Consultants, Inc.

The Site Assessment has been performed in accordance with ASTM

Standard E1527-13: Standard Practice for Environmental Site

Assessments: Phase I Environmental Site Assessment Process, and is

intended to identify Recognized Environmental Conditions and

Historical Recognized Environmental Conditions at the subject site

located at 2032 Main Street in Three Rivers, Massachusetts. This

ESA also fulfills the requirement to perform all appropriate

inquiries on or before the date of purchase in accordance with the

Landowner Liability Protections of the Comprehensive Environmental

Response, Compensation and Liability Act (40 CFR 312). This

investigation is limited to hazardous materials and petroleum, and

does not cover inspections for Non-Scope Considerations described

in the ASTM standard including asbestos, lead paint, mold and

radon. No soil, groundwater or air sampling was performed as part

of the Phase I Site Assessment. This report was prepared for the

2

sole use of the Quaboag Valley Community Development Corporation and

the Quaboag Valley Business Assistance Corporation, and may not be

relied upon by additional parties without the written permission of

Cold Spring Environmental Consultants. All use and reliance

limitations specified in ASTM E1527-13 are applicable to this Phase I

Environmental Site Assessment.

1.2 Site Location and Ownership

The subject site is located on the north side of Main Street in

Three Rivers, Massachusetts approximately 75 feet west of the

intersection of Main Street with Lariviere Avenue. Figure 1 locates

the site on the Palmer, Massachusetts Quadrangle, (42*10'51" North

Latitude, 72*21'49” West Longitude, UTM Coordinates 4673214mN,

717731mE), published by the U.S.G.S. in 1979.

According to Palmer Assessor’s records, the property (Palmer

Assessor’s Map #70: Block #86: Lot #1) is currently owned by:

Town of Palmer4417 Main StreetPalmer, MA 01069

3

Ownership was taken by the Town of Palmer in 2009 from Lisa

Zundell for nonpayment of taxes. Lisa Zundell purchased the property

in 2000 from David Porcelli, who acquired ownership from Sophie

Swiatlowski in 1999. Frank Swiatlowski purchased the property from

Dennis and Agnes Horgan in 1989. The Horgans acquired ownership from

Cleophas Potvin, Katherine Sugrue and James Casey in 1952, 1944 and

1942, respectively. No additional ownership information was available

in Hampden County Registry of Deeds records (Massachusetts Land

Records). No Environmental Liens were noted in Registry of Deeds

records or in the EDR, Inc. Radius Report included as Attachment VI,

however this does not constitute a search for environmental liens

performed by a title company, title professional or real estate

attorney.

SECTION 2.0 SITE DESCRIPTION & SETTING

2.1 Site Layout

The subject property is a rectangular parcel covering 3,080 square

feet with 35.78 feet of frontage on Main Street at the southern site

boundary as shown on Figure 2: Site Layout included in Attachment I.

According to Assessor’s records, the current building was constructed

4

adjacent to the eastern site boundary in 1900 (Effective Year Built:

1977). The structure is listed as a store and warehouse with wood

frame construction and forced hot air oil heating. Paved driveways

provide access from Main Street to a parking area located to the north

of the building. Developed portions of the property are completely

covered by bituminous pavement and the building. A concrete sidewalk

was noted to the south of the building along Main Street. Fill and

vent pipes associated with a basement fuel oil storage tank (AST) are

located on the east wall of the building.

2.2 Current Surrounding Land Use

Residential properties, retail outlets, an Italian restaurant and

the North Brookfield Savings Bank are located to the east. Paved

parking is located to the north of the building with vacant land

located further to the north. Belanger Hardware, a restaurant, an

accounting office, an empty retail building, a dentist’s office and a

general store are located to the south across Main Street, with

residential properties above street level. A community service

organization and Saporito’s Pizza are located along Main Street to the

west. The former Tambrands factory and Chudy Oil are the only

industrial properties noted in the immediate vicinity.

5

2.3 Environmental Characteristics

The subject site is a level parcel with an elevation of 310 to 312

feet above mean sea level. The entire property is covered by building

and bituminous pavement. No environmental complaints for the subject

property or surrounding sites were noted during interviews with Josh

Matthews, Health Director for the Palmer Health Department. No private

drinking water wells or private septic systems were noted in the

vicinity during site inspections (Figure 2: Site Layout). Surrounding

properties are served by public water and sewer utilities provided by

the Town of Palmer. Surface runoff flows to the northwest towards the

Ware River under a slight gradient.

2.4 Surface Water Bodies, Wetlands, Drinking Water Sources

and Potential Sensitive Environmental Receptors

The confluence of the Ware and Quaboag Rivers, which form the

Chicopee River, is located approximately 160 feet to the west. The

Chicopee River flows to the west and ultimately enters the Connecticut

River in Springfield, Massachusetts. Crystal Lake is located over one

half mile to the north in Hampshire County. NHESP maps indicate no

Rare or Endangered Species Habitats at the site. MADEP GIS overlays

6

and maps indicate that no potable water supply intake structures are

located on surface waters within one-half mile of the site. The

property is in excess of one-half mile from known public water supply

wells. The site is not located within a Published Zone II Aquifer Area

of Influence of a Public Water Supply Well or Community Groundwater

Well. No Zone A Public Water Supply Protection Areas were noted on

MADEP GIS Maps. The site is not located over a Potentially Productive

Aquifer, and the MADEP would consider the site to be situated in a

GW-2/GW-3 groundwater area based on the lack of proximal private

drinking water wells. Protected Open Space was noted to the west along

the banks of the Quaboag and Ware Rivers. The MADEP Priority Resource

Map is included as Figure 3 in Attachment I.

2.5 Groundwater and Soils

According to the Soil Survey of Hampden County, published by the

USDA Soil Conservation Service, soils underlying the majority of the

site are classified as the Hinckley Loamy Sand described as deep,

excessively-drained soils on glacial outwash deposits. The eastern

portion of the site is classified as Urban Land, described as areas

that have been so altered by urban works and structures that no

identification of soils is possible.

7

Depth to groundwater is expected to be within fifteen feet

of surface grade. Regional topography suggests a groundwater flow

direction of west towards the Chicopee River. Surficial geologic maps

show that the majority of the site is underlain by glacial outwash

described as well-sorted sand and gravel deposited by glacial meltwater

streams. The U.S. Geological Survey Bedrock Map of Massachusetts

(Robinson et al, 1984) notes that the site is underlain by the Devonian

Belchertown Formation described as hornblende-quartz gneiss.

3.0 HISTORICAL RECORDS SEARCH & OWNER INTERVIEWS

3.1 Historical Topographic Maps, Aerial Photographs,

Sanborn Atlas Maps & Street Directories

Palmer Assessor’s records indicate that the property was developed

in 1900 for retail and residential use. Topographic maps from 1893,

1908 and 1915 show a small building on the riverbank to the west with

the subject site shown as undeveloped land. Topographic Maps from

1946, 1954, 1969 and 1979 show a building at the subject site with

surrounding development along Main Street and Lariviere Avenue. This

site usage and surrounding land use is confirmed by aerial photographs

taken in 1938, 1952, 1967, 1972, 1975, 1985, 1987, 1991, 1997, 2002,

8

2006, 2008, 2010 and 2012. Historical topographic maps and the EDR

Aerial Photograph Decade Package are included as Attachments IV and V.

Sanborn Atlas Maps available for the property show the current building

referenced as a store and addressed as 32 to 34 Main Street in 1963 and

1958. Surrounding land use is commercial including a hotel, a bakery,

a bank, a post office and a furniture store. The property is addressed

as 296 to 298 Main Street on Sanborn Maps from 1932, 1918, 1911 and

1906, which show the on-site building and similar surrounding land use.

The Certified Sanborn Map Report is included as Attachment II. The EDR

City Directory Report (Attachment III) for Main Street shows

surrounding commercial properties with subject site ownership listed in

2003 as Lisa Zundell and the RMO Company. Tenczars Market reportedly

operated from the subject site circa 2006 according to representatives

of the Quaboag Valley Community Development Corporation.

3.2 User Interviews

A User Questionnaire has been prepared by the Town of Palmer for

the Quaboag Valley Community Development Corporation in accordance with

ASTM E1527-13 Standards (Attachment VII).

9

4.0 ENVIRONMENTAL RECORDS REVIEW

4.1 Petroleum Storage Tank History

No references to former or current, underground hazardous materials

or petroleum storage tanks were noted for the subject site in Three

Rivers Fire Department records during interviews with Fire Chief Scott

Turner. No references to underground storage tanks were noted in the

MADEP UST Database. No evidence of former or current, underground

petroleum or hazardous materials storage tanks was noted during

property inspections. No guarantee of the presence or absence of

underground storage tanks is made or implied herein. One above ground

fuel oil tank was noted in the basement in good condition with no

evidence of spillage on the underlying concrete and dirt floor.

4.2 State, Federal & Tribal Environmental Records Review

A review of records pertaining to the release of oil and hazardous

materials was conducted using digital records of the Western Regional

Office of the Massachusetts Department of Environmental Protection on

September 3rd, 2015. No references to the subject site were noted in

10

MADEP RCRA, Incident Response or Bureau of Waste Site Cleanup files.

All release sites listed in MADEP records and the EDR radius Report

included as Attachment VI were noted as closed cases indicating the

reduction of contaminants below applicable standards specified in the

Massachusetts Contingency Plan (310 CMR 40.0000). No impact to the

subject site from surrounding properties is expected based on distance,

MADEP closure and hydrogeology.

Emergency Response Spill Releases noted for the area in the MADEP

Archived Spill Tracking System Index were noted as closed cases

indicating their complete cleanup or insignificance. No additional

release sites were noted within one quarter mile on Federal, State and

Tribal lists detailed in the EDR, Inc. Radius Report included as

Attachment VI. State and Tribal Registered Storage Tank Lists

referenced former USTs at Chudy Oil (Main & Bridge Streets), Country

Corner Citgo (5 Springfield Street) and Pump Station #3 (2015 Main

Street).

SECTION 5.0 FIELD INVESTIGATIONS AND SITE

5.1 Site Inspection

11

A detailed site inspection was performed on August 24th, 2015.

Inspection of the grounds showed no evidence of the use, storage,

disposal, spillage or handling of petroleum or hazardous materials. No

surficial spillage, ground staining or stressed vegetation indicated a

release to paved areas. Site Photographs taken during the inspection

are included as Attachment IX.

One 275 gallon, aboveground fuel oil tank was noted in the basement

of the building in good condition with no evidence of spillage on the

underlying dirt and concrete floor. No odors were present indicating a

release of fuel oil. Extensive storage of solid waste and household

goods prevented complete inspection of the basement floor.

Metal shelving, household goods and store products (mostly beer

and soft drinks) were noted on the first floor in the former retail

area, with large amounts of household goods noted on the second floor

in the living area. Inspection of the first and second floors showed

no evidence of the use, storage, disposal, spillage or handling of

petroleum or hazardous materials.

12

5.2 Vapor Encroachment Screening

A Vapor Encroachment Screening was performed by CSEC, Inc. in

accordance with ASTM Standard E2600-10 to determine the likelihood of a

Vapor Encroachment Condition (VEC) existing at the subject site.

A VEC is described as the presence or likely presence of contaminant

vapors in the subsurface of a site caused by the release of vapors from

contaminated groundwater at or near the site. All properties

identified in the EDR VEC Application are listed as closed cases with

the MADEP, and no release conditions have been reported for the subject

site or abutting properties. Therefore, a Vapor Encroachment Condition

is not likely. The Vapor Encroachment Screening Questionnaire is

included as Attachment VIII.

SECTION 6.0 CONCLUSIONS

Based on historical information and site inspections, current

surficial site conditions do not constitute a release or pose a threat

of release of petroleum or hazardous materials as defined by

Massachusetts General Law Chapter 21E and 310 C.M.R. 40.0000, The

Massachusetts Contingency Plan. This conclusion is based on the

surficial inspections made herein and on available information from the

13

property owner and Town, State and Federal environmental agency files.

No Recognized Environmental Conditions or Historical Recognized

Environmental Conditions as described in ASTM Standard E1527-13 were

noted for the subject property. No impact from surrounding properties

is expected, and no subsurface investigations are recommended. No data

gaps or limitations were encountered during preparation of the Phase I

ESA.

14

SECTION 7.0 SUMMARY, CONCLUSIONS AND RECOMMENDATIONS

1. The 3,080 square foot subject property currently exists as

paved parking surrounding a wood framed building with a storefront

on the first floor and a residential apartment on the second

floor. The site is located in the center of Three Rivers,

Massachusetts with surrounding commercial and residential

development along Main Street (restaurants, a hardware store,

North Brookfield Savings Bank, a dentist’s office and a general

store). The property has most recently been operated as a market,

with similar site usage since the early 1900s. Specifically, the

subject site consists of one assessed parcel located at 2032 Main

Street and referenced on Palmer Assessor’s Map #70 as Block #86:

Lot #1.

2. The site is a level parcel underlain primarily by glacial

outwash deposits and Hinckley/Urban soils. Groundwater is

interpreted to occur within fifteen feet of surface grade and

flow to the west towards the Ware River. Protected Open Space was

noted to the west along the banks of the Ware River. The site and

the surrounding area are served by the Town of Palmer public water

and sewer systems.

15

3. No references to former or current, underground hazardous

materials or petroleum storage tanks were noted for the subject

site in Three Rivers Fire Department records during interviews

with Fire Chief Scott Turner. No references to underground

storage tanks were noted in the MADEP UST Database. No evidence

of former or current, underground petroleum or hazardous materials

storage tanks was noted during property inspections. No guarantee

of the presence or absence of underground storage tanks is made or

implied herein. One above ground fuel oil tank was noted in the

basement in good condition with no evidence of spillage on the

underlying concrete and dirt floor.

4. A detailed site inspection was performed on August 24th, 2015.

Inspection of the grounds showed no evidence of the use, storage,

disposal, spillage or handling of petroleum or hazardous

materials. No surficial spillage, ground staining or stressed

vegetation indicated a release to paved areas. Site Photographs

taken during the inspection are included as Attachment IX. One

275 gallon, aboveground fuel oil tank was noted in the basement of

the building in good condition with no evidence of spillage on the

16

underlying dirt and concrete floor. No odors were present

indicating a release of fuel oil. Extensive storage of solid

waste and household goods prevented complete inspection of the

basement floor. Metal shelving, household goods and store

products (mostly beer and soft drinks) were noted on the first

floor in the former retail area, with large amounts of household

goods noted on the second floor in the living area. Inspection of

the first and second floors showed no evidence of the use,

storage, disposal, spillage or handling of petroleum or hazardous

materials.

5. A review of records pertaining to the release of oil and

hazardous materials was conducted using digital records of the

Western Regional Office of the Massachusetts Department of

Environmental Protection on September 3rd, 2015. No references to

the subject site were noted in MADEP RCRA, Incident Response or

Bureau of Waste Site Cleanup files. All release sites listed in

MADEP records and the EDR Radius Report included as Attachment VI

were noted as closed cases indicating the reduction of

contaminants below applicable standards specified in the

Massachusetts Contingency Plan (310 CMR 40.0000). No impact to

17

the subject site from surrounding properties is expected based on

distance, MADEP closure and hydrogeology. Emergency Response

Spill Releases noted for the area in the MADEP Archived Spill

Tracking System Index were noted as closed cases indicating their

complete cleanup or insignificance. No additional release sites

were noted within one quarter mile on Federal, State and Tribal

lists detailed in the EDR, Inc. Radius Report included as

Attachment VI. State and Tribal Registered Storage Tank Lists

referenced former USTs at Chudy Oil (Main & Bridge Streets),

Country Corner Citgo (5 Springfield Street) and Pump Station #3

(2015 Main Street).

6. Based on historical information and site inspections, current

surficial site conditions do not constitute a release or pose a

threat of release of petroleum or hazardous materials as defined

by Massachusetts General Law Chapter 21E and 310 C.M.R. 40.0000,

The Massachusetts Contingency Plan. This conclusion is based on

the surficial inspections made herein and on available information

from the property owner and Town, State and Federal environmental

agency files. No Recognized Environmental Conditions or

Historical Recognized Environmental Conditions as described in

ASTM Standard E1527-13 were noted for the subject property. No

18

impact from surrounding properties is expected, and no subsurface

investigations are recommended at this time. A Vapor Encroachment

Condition is not expected at the property based on the reported

site usage and the lack of proximal open release sites. No data

gaps or limitations were encountered during performance of this

Phase I Environmental Site Assessment.



CERTIFICATION STATEMENT


It is hereby certified and attested under the pains and penalties of perjury that I have personally examined and am familiar with the information contained in this submittal including any and all documents accompanying this submittal and that, based on my inquiry of those individuals immediately responsible for obtaining the information, the material information contained in this submittal is, to the best of my knowledge and belief, true, accurate, and complete. I am fully authorized to make this attestation on behalf of the person or entity legally responsible for this submittal. I and the entity on whose behalf this submittal is made are aware that there are significant penalties, including, but not limited to, possible fines and imprisonment, for willfully submitting false, inaccurate or incomplete information.

Cold Spring Environmental Consultants, Inc. 350 Old Enfield Road Belchertown, Ma. 01007

an E. Weiss, M.S. Principal Hydrogeologist President Registered Sanitarian, License #933 Licensed Site Professional #6442

Barbara B. Weiss, B.S. Principal Hydrogeologist Vice President

Date: September 10 th , 2015

C.S.E.C. Reference File #115-4687-0905

Property: 2032 Main Street Three Rivers, MA

350 Old Enfield Road ■ Belchertown, MA. 01007 ■ Phone: 413.323.5957 Fax 413.323.4916 email: [email protected] www.coldspringenvironmental.com

ATTACHMENT I

Figure 1: Site Locus (USGS)Figure 2: Site Layout

Figure 3: MADEP Priority Resource Map

Cold Spring Environmental Consultants, Inc.350 Old Enfield RoadBelchertown, MA. 01007http://www.coldspringenvironmental.com

Ph: 413.323.5957Fax: 413.323.4916email: [email protected]

FROM USGS

SEPTEMBER, 2015FIGURE 1—SITE LOCUS2032 MAIN STPALMER,, MA

PARKING

Cold Spring Environmental Consultants Inc.

DRAWING NUMBER:

REVISED:

-

AWSCALE:

DATE: DRAWN BY:

FIGURE 2: SITE LAYOUT2032 Main Street Three Rivers (Palmer) MA

September 2015FROM: Palmer GIS

115-4687-0905

MAIN STREET

LAR

IVIE

RE

AVE

NU

E

SUBJECT SITE

OIL AST

RETAIL

RETAIL

RETAIL

RESIDENTIAL

RESIDENTIAL

RESIDENTIAL

MassDEP - Bureau of Waste Site CleanupPhase 1 Site Assessment Map: 500 feet & 0.5 Mile Radii

Site Information:

2032 MAIN STREET PALMER, MA

NAD83 UTM Meters:4673214mN , 717733mE (Zone: 18)September 14, 2015

The information shown is the best available at thedate of printing. However, it may be incomplete. Theresponsible party and LSP are ultimatelyresponsible for ascertaining the true conditionssurrounding the site. Metadata for data layersshown on this map can be found at:http://www.mass.gov/mgis/.

MassDEP Phase 1 Site Assessment Map http://maps.massgis.state.ma.us/images/dep/mcp/mcp.htm

1 of 2 9/14/2015 3:35 PM

ATTACHMENT II

Certified Sanborn Map Report

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Historical Topographic Map Report

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ATTACHMENT V

EDR Aerial Photograph Decade Package

ATTACHMENT VI

EDR Radius Map Report

ATTACHMENT VII

User Questionnaire

ATTACHMENT VIII

Vapor Encroachment Screening Form

ATTACHMENT IX

Site Photographs

MASSACHUSETTS GENERAL LAW CHAPTER 21E …034F9CAE-5196-4551-90C2...350 Old Enfield Road Belchertown,...

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Transcript of MASSACHUSETTS GENERAL LAW CHAPTER 21E …034F9CAE-5196-4551-90C2...350 Old Enfield Road Belchertown,...