64-502 - 14R PEARL STREET - CONSERVATION COMMISSION (�-��_�� 14 R Peazl St. ?
� �le�-Cl Sz„nc�5 5�.,� i
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Massachusetts Department of Environmental Protection gyySC106
Bureau of Waste Site Cleanup
RELEASE ABATEMENT MEASURE (RAM) Release Tracking Number
TRANSMITTAL FORM � - 23213
Pursuant to 310 CMR 40.0444-0446(Subpart D)
A. SITE LOCATION: '
1. Site Name/Location Aid: FMR SALEM SHOE FACTORY
2. Street Address: $ PEARL ST
3. City/Town: SALEM 4. ZIP Code: 01970-0000
5. UTM Coordinates: a. UTM N: 4710309 b. UTM E: 344613
� 6. Check here if a Tier Classification Submittal has been provided to DEP for this disposal site.
� a. TierlA ❑ b. Tier16 � c. TierlC Q✓ d. Tierll
7. If a Tier I Permit has been issued, provide Permit Number:
B.THIS FORM IS BEING USED TO: (check all that apply)
1. List Submittal Date of Initial RAM Plan(if previously submitted): 0 912 5/2 0 0 3
(mm/dd/yyyy)
' � 2. Submit an Initial Release Abatement Measure(RAM)Plan.
a. Check here if the RAM is being conducted as part of the construction of a permanent structure. If checked,you must
� specify what type of permanent structure is to be erected in or in the immediate vicinity of the area where the R4M is to
be conducted.
b. Specify type of permanent structure: (check all that apply) � i. School � ii. Residential � iii. Commercial
� iv. lndustrial � v.Other Specify:
❑ 3. Submit a Modified RAM Plan of a previously submilted RAM Plan.
Q 4. Submit a RAM Status RepoR.
� 5. Submit a Remedial Monitoring RepoR.(This report can only be submitted through eDEP,concurrent wilh a RAM Status
Report.)
a.Type of Report:(check one) � i. Initial Report � ii. Interim Report � iii. Final Report
b. Number of Remedial Systems and/or Monitoring Programs:
A separate BWSC106A, RAM Remedial Monitoring Report, must be filled out for each Remedial System
and/or Monitoring Program addressed by this transmittal form.
❑ 6. Submit a RAM Completion Statement.
� 7. Submit a Revised RAM Completion Statement.
8. Provide Additional RTNs:
� a. Check here if this RAM Submittal covers additional Release Tracking Numbers (RTNs). RTNs that have been
previously linked to a Primary Tier Classified RTN do not need to be listed here. This section is intended to allow a
RAM to cover more than one unclassified RTN and not show permanent linkage to a Primary Tier Classified RTN.
b. Provide the additional Release Tracking Number(s) � _ � � _ �
covered by lhis RAM Submittal.
(All sections of this trensmittal form must be filled out unless otherwise noted above)
Revised: 2/16/2005 Page 1 of 6
� Massachusetts Department of Environmental Protection
I Bureau of Waste Site Cleanup BWSC106
I RELEASE ABATEMENT MEASURE (RAM) Release Tracking Number
TRANSMITTAL FORM 3� - 23213
Pursuant to 310 CMR 40.0444-0446(Subpart D)
C. RELEASE OR THREAT OF RELEASE CONDITIONS THAT WARRANT RAM:
1. Identify Media lmpacted and Receptors Affected: (check all that apply)
� a. Air � b. Basement � c. Critical Exposure Pathway ❑ d. Groundwater � e. Residence
� f. Paved Surface � g. Privale Well � h. Public Water Supply � i. School � j. Sediments
✓Q k. Soil � I. Storm Drain ❑ m. Surface Water � n. Unknown � o. Wetland � p. Zone 2
❑ q. Others SpeciTy:
2. Identify all sources of the Release or Threat of Release, if known: (check all that apply)
� a. Above-ground Storage Tank(AST) � b. BoaWessel ❑ c. Drums � d. Fuel Tank
� e. Pipe/Hose/Line � f. TankerTruck � g. Transformer � h. Under-ground Storage Tank(UST)
❑ i. Vehicle ✓� j. Others Specify: URBAN FILLIASH DUMPING
3. Identify Oils and Hazardous Materials Released: (check all that apply)
� a. Oils � b. Chlorinated Solvents �✓ c. Heavy Metals
� d. Others Specify:
D. DESCRIPTION OF RESPONSE ACTIONS: (check all that apply,for volumes list cumulative amounts)
� 1. Assessment and/or Monitoring Only � 2. Temporary Covers or Caps
� 3. Deployment of Absorbent or Containment Materials � 4. Temporary Water Supplies
� 5. Structure Venting System � 6. Temporary Evacuation or Relocation of Residents
� 7. Product or NAPL Recovery � 8. Fencing and Sign Posting
� 9. Groundwater Treatment Systems � 10. Soil Vapor Extraction
� 11. Bioremediation � 12. Air Sparging
Revised: 2/16/2005 Page 2 of 6
Massachusetts Department of Environmental Protection
Bureau of Waste Site Cleanup BWSC106
RELEASE ABATEMENT MEASURE (RAM) Release Tracking Number
TRANSMITTAL FORM 3� _ 23213
Pursuant to 310 CMR 40.0444-0446(Subpart D)
D. DESCRIPTION OF RESPONSE ACTIONS(cont): (check all that apply,for volumes list cumulative amounts)
�✓ 13. Excavation of Contaminated Soils
❑✓ a. Re-use, Recycling or Treatment ❑ i.On Site Estimated volume in cubic yards
�/ ii. Off Site Estimated volume in cubic yards 500
iia. Receiving Facility: AGGREGATE RECYCLING Town: ELIOT State: ME
iib.Receiving Facility: ENVIRONMENTAL QUALITY Town: DETROIT State: M�
iii. Describe:
❑✓ b. Store O i.On Site Estimated volume in cubic yards 330
� ii.Off Site Estimated volume in cubic yards I
iia. Receiving Facility: Town: State:
iib. Receiving Facility: Town: State:
�✓ c. Landfill
� i.Cover Estimated volume in cubic yards
Receiving Facility: Town: State:
f ii. Disposal Estimated volume in cubic yards 90
Receiving Facility: P�NE TREE LANDFILL Town: HAMPDEN State: ME
� 14. Removal of Drums, Tanks or Container
a. Describe Quantity and Amount:
b. Receiving Facility: Town: State:
c. Receiving Facility: Town: State:
� 15. Removal of Other Contaminate
a. Specify Type and Volume:
b. Receiving Facility: Town: State:
c. Receiving Facility: Town: State:
� 16. Other Response Actions:
Describe:
� 17. Use of Innovative Technologies:
Describe:
Revised: 2/16/2005 Page 3 of 6
Massachusetts Department of Environmental Protection
Bureau of Waste Site Cleanup BWSC106
RELEASE ABATEMENT MEASURE (RAM) Release Tracking Number
TRANSMITTAL FORM 3� - 23213
Pursuant to 310 CMR 40.0444-0446(Subpart D)
E. LSP SIGNATURE AND STAMP:
I attest under the pains and penalties of perjury that I have personally examined and am familiar with this transmittal form,
including any and all documents accompanying this submittal. In my professional opinion and judgment based upon application
of(i)the standard of care in 309 CMR 4.02(1), (ii)the applicable provisions of 309 CMR 4.02(2)and (3),and 309 CMR 4.03(2), and
(iii)the provisions of 309 CMR 4.03(3),to the best of my knowledge, information and belief,
> if Section 8 of this form indicates that a Re/ease Abatement Measure Plan is being submitted,the response action(s)that is
(are)the subject of this submittal (i)has(have)been developed in accordance with the applicable provisions of M.G.L. c.21 E and
310 CMR 40.0000, (ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in
the applicable provisions of M.G.L. c.21 E and 310 CMR 40.0000 and (iii)comply(ies)with the identified provisions of all orders,
permits, and approvals identified in this submittal;
> if Section 8 of this form indicates that a Release Abatement Measure Status Report and/or Remedial Monitoring Report is
being submitted,the response action(s)that is(are)the subject of this submittal (i)is(are)being implemented in accordance
with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000, (ii)is(are)appropriate and reasonable to accomplish the
, purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000 and (iii)
comply(ies)with the identified provisions of all orders, permits,and approvals identified in this submittal;
> if Section 8 of this form indicafes that a Release Abatement Measure Completion Statement is being submitted, the response
action(s)that is(are)the subject of this submittal (i)has(have)been developed and implemented in accordance with the
applicable provisions of M.G.L. c.21 E and 310 CMR 40.0000, (ii)is(are)appropriate and reasonable to accomplish the purposes
of such response aclion(s)as set forth in the applicable provisions of M.G.L. c. 21 E and 310 CMR 40.0000 and (iii)comply(ies)
with the identified provisions of all orders, permits, and approvals identified in this submittal:
I am aware that significant penalties may result, including, but not limited to, possible fines and imprisonment, if I submit
information which I know to be false, inaccurate or materially incomplete.
1. LSP#: 7051
2. First Name: DENNIS 3. Last Name: GIUSTRA
4. Telephone: (978) 749-9929 5. EM.: � 6. FAX:
7. Signature: DENNIS GIUSTRA
6130/2010 aa�th of/yas
8. Date: �) 9. LSP Stamp: �o�� ��,�`�
(mm/dd/
� Electranic N
I �� Seal �
� .o
� .
S@ y`o
�`Srte p[o`e
, Revised: 2/16/2005 Page 4 of 6
, Massachusetts Department of Environmental Protection
Bureau of Waste Site Cleanup BWSC106
�
RELEASE ABATEMENT MEASURE (RAM) Release Tracking Number
TRANSMITTAL FORM 3� - 23213
Pursuant to 310 CMR 40.0444-0446 (Subpart D)
F. PERSON UNDERTAKING RAM:
1. Check all that apply: ❑ a. change in contact name � b. change of address � c. change in the person
undertaking response actions
2. Name of Organization: �G&G TRUST
3. Contact First Name: GEORGE 4. Last Name: FALLON
5. Street: 208 DERBY STREET 6.Title:
7. City/Town: SALEM 8. State: MA 9. ZIP Code: 01970-0000
10. Telephone: �978) 745-2004 �t, Ext.: � �p. FAX:
G. RELATIONSHIP TO RELEASE OR THREAT OF RELEASE OF PERSON UNDERTAKING RAM:
Q 1. RP or PRP Q a. Owner � b. Operator � c. Generator ❑ d. Transporter
� e. Other RP or PRP Specify:
� 2. Fiduciary,Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21 E,s.2)
� 3. Agency or Public Utility on a Right of Way(as defined by M.G.L. c.21 E,s.SQ))
� 4. Any Other Person Undertaking RAM Specify Relationship:
H.REQUIRED ATTACHMENT AND SUBMITTALS:
1. Check here if any Remediation Waste,generated as a result of this RAM,will be stored, treated,managed, recycled or
� reused at the site following submission of the RAM Completion Statement. You must submit a Phase IV Remedy
Implementation Plan along with the appropriate transmittal form(BWSC108).
2. Check here if the Response Action(s)on which this opinion is based, if any, are(were)subject to any order(s), permit(s)
� and/or approval(s)issued by DEP or EPA. If the box is checked,you MUST attach a statement identifying the applicable
provisions thereof.
� 3. Check here to certify that the Chief Municipal Officer and the Local Board of Health have been notified of the
implementation of a Release Abatement Measure.
� 4. Check here if any non-updatable information provided on this form is incorrect, e.g. Release Address/Location Aid. Send
corrections to the DEP Regional Office.
❑ 5. If a RAM Compliance Fee is required for this RAM,check here to cerlify that a RAM Compliance Fee was submitted to
DEP, P. 0. Box 4062, Boston, MA 02211.
�✓ 6. Check here to certify that the LSP Opinion containing the material facts,data,and other information is attached.
Revised: 2/16/2005 Page 5 of 6
Massachusetts Department of Environmental Protection
Bureau of Waste Site Cleanup BWSC106
RELEASE ABATEMENT MEASURE (RAM) Release Tracking Number
TRANSMITTAL FORM � - 23213
Pursuant to 310 CMR 40.0444-0446(Subpart D)
I. CERTIFICATION OF PERSON UNDERTAKING RAM:
1. I,GEORGE FALLON ,attest under the pains and penalties of perjury(i)that I have personally
examined and am familiar with the information contained in this submittal, including any and all documents accompanying this
transmittal form, (ii)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,and(iii)
that I am fully authorized to make this attestation on If of the entity legally responsible for this submittal. I/the person or
entity on whose behalf this submittal is made am/i awa that there are significant penalties, including, but not limited to,
possible fines and imprisonme � for willfully sub tti e, i accurate,or incomplete information.
2. By: GEORGE FALLON
3. Title:
ature
4. For: JGBG TRUST 6130I2010
5. Date:
(Name of person or entity recorded in Section F) (mm/dd/yyyy)
� 6. Check here if the address of the person providing certification is different from address recorded in Section F.
7. Street:
8. City/Town: 9. State: � 10. ZIP Code:
11. Telephone: 12. Ext.: � 13. FAX:
YOU ARE SUBJECT TO AN ANNUAL COMPLIANCE ASSURANCE FEE OF UP TO$10,000 PER
BILLABLE YEAR FOR THIS DISPOSAL SRE. YOU MUST LEGIBLY COMPLETE ALL RELEVANT
SECTIONS OF THIS FORM OR DEP MAY RETURN THE DOCUMENT AS INCOMPLETE. IF YOU
SUBMIT AN INCOMPLETE FORM,YOU MAY BE PENALIZED FOR MISSING A REQUIRED DEADLINE.
Date Stamp(DEP USE ONLY:)
Received by DEP on
�
6/30/2010 4:35:55 PM
Revised: 2/16/2005 Page 6 of 6
� pe��
' PENNONI ASSOCIATES INC.
CONSUL�ING ENGINEENS
, RELEASE ABATEMENT MEASURE STATWS REPORT
, FORMER SALEM SHOE FACTORY
8 PEARL STREET
' SALEM, MA 07970
DEP RTN 3-23213
'
'
Pennoni Project No. SPEG 0805
'
, Prepared For.
__ _ ---- - - - - - - -
' - -- , - _ - — - -- -- -- - —Mr. George Fallon --- —
J.G. & G. Trust
208 Derby Street
�, ' Salem, MA 01970
'
'
�i �
- Prepared By:
I , Pennoni Associates Inc.
100 Burtt Road, Suite 120
�' ' Andover, MA 01810
�
June 29, 2010
i� �
. . 100 Bur[[ Road • Sui[e I20 • Andover, MA 01810 • Tel: 978•749•9929 . Fax: 978J49•9920
'. 93 Stiles Road • Sui[e 201 • Salem, NH 03079 • Tel: 603•226•1950 • Fax: 603•226•3235 �
www.pennoni.com
'
' TABLE OF CONTENTS
' 1.0 INTRODUCTION.............................................................................................................1
2.0 SITE DESCRIPTION AND LOCATION...........................................................................1
, 3.0 BACKGROUND..............................................................................................................2
4.0 RAM ACTIVITIES COMPLETED DURING REPORTING PERIOD.................................4
, , 4.1 SOIL EXCAVATION.........................................................................................................4
4.2 CONFIRMATORY SAMPLING............................................................................................5
5.0 MANAGEMENT OF REMEDIAL WASTE.......................................................................5
�i � 6.0 FUTURE SITE ACTIVITIES............................................................................................5
, 7.0 PUBLIC INVOLVEMENT................................................................................................6
� � 8.0 LSP OPINION.................................................................................................................6
' FIGURES
Figure1 ............................................................................................................... Site Locus Map
' Figure 2......................................................................................................................... Site Plan
Figure3........................................................................................................... Soil Removal Plan
— - —
-- --- - ----- -
- ---- -
, _ . . -- -- - -- -- -
TABLE
Table 1 ...................................................................... Summary of Soil Analytical Results - Lead
'
APPENDICES
' APPendix A..............................................................................Soil Laboratory Analytical Reports
Appendix B..................................................................................Waste Disposal Documentation
' APPendix C.......................................................................................................Public Notification
'
,
t
,
� RAM Status Report i
8 Pearl Street, Salem, RTN 3-23213 June 29,2010
' F:\_PROJECTS\SP Engineering\Salem�8 Pearl Street\Reports\RAMS 06-10\RAMS 06-70.docx
i �
II' I 1.0 INTRODUCTION
� ' n e a o . . . rus , ennorn ssocia es nc. ennoni as prepare e o owing
Release Abatement Measure (RAM) Status Report, in accordance with the Massachusetts
Contingency Plan (MCP), 310 CMR 40.0444, for portions of the former Salem Shoe Factory
, property located at 8 Pearl Street in Salem, Massachusetts (the Site). A Site Locus Map is
provided as Figure 1.
, In September 2003, following the exceedance of quantities allowed under a Limited Removal
Action (LRA), a RAM Plan was submitted to the Massachusetts Department of Environmental
Protection (DEP) for the excavation and removal of additional impacted soils from the Site. The
first phase of remediation was completed in September 2003, but RAM activities ceased when
I, � the Commonwealth initiated the taking of a portion of the Site under eminent domain for the
Bridge Street bypass project. An initial RAM Status Report was submitted to the DEP in
February 2005. The continuation of RAM activities resumed in November 2008. RAM activities
' through January 2010 have been documented in previous RAM status reports.
The Site is identified by the DEP under Release Tracking Number (RTN) 3-23213. RAM
, � Transmittal Form (BWSC-106) has been submitted concurrently with this repoR following DEP
procedures for electronic submittals.
, ' 2.0 SITE DESCRIPTION AND LOCATION
The Site is listed as 8 Pearl Street in Salem, Essex County, Massachusetts, but is actually
' located at-the entl of-Saunders Street-in an area of mixed, multi=family, resitlential properties.
The Site is identified as Lot 87 on Map 36 at the City of Salem Assessor's office. The property,
approximately 1.21 acres in size, is comprised of unoccupied land which previously made up a
' portion of the Former Salem Shoe Factory parcel. That parcel was subdivided into six lots
before the taking by the Commonwealth. Currently, the J.G. & G. Trust portion of the Site
includes Lots 1 and 2, which are the subject of Continued RAM activities. A Site Plan showing
the property layout is provided as Figure 2.
1 The Universal Transverse Mercator (UTM) and latitude and longitude coordinates for the Site,
as derived from the Salem, Massachusetts (1987) United States Geological Survey (USGS), 7.5
� x 15 minute series, topographic quadrangle map (Figure 1), are as follows:
UTM Coordinates Latitude and Longitude Coordinates
' N 4,710,101 42° 31' 46.7"N
E 344,579 70° 53' 32.5"W
' Presently, the Site consists of the two vacant lots, adjacent to the new bypass roadway and
related improvements. Beyond the roadway are the MBTA commuter railroad tracks which run
north-south along the North River, a tidal estuary located at a much lower elevation,
t approximately 100 feet west of the Site. Prior to construction of the new roadway, Pearl Street
and Saunders Street extended down to the railroad tracks. Properties to the north, east and
south of the Site are primarily residential in nature.
,
� RAM Status Report Page 1
8 Pearl Street,Salem, RTN 3-23213 June 29, 2010
tF:\_PROJECTS�.SP Engineering\Salem\8 Pearl StreetlReports\RAMS 06-10\RAMS 06-10.docx
'
' Current human receptors to the Site primarily include trespassers, although future residentiai
development could increase human exposure pathways. There are no known pre-schools,
, aycare aa ities, or ins i utions in e Si e vicini y. e area is service y muniapa wa er an
sewer lines. There are no known private or public drinking water supply wells within one half
mile of the Site. The property is not located in a Current Drinking Water Source Area, Potential
II ' Drinking Water Source Area, Interim Wellhead Protection Area, or Potentially Productive
Aquifer. MCP groundwater categories GW-2 and GW-3 are applicable to the Site. There are no
protected open spaces, areas of critical environmental concern, or wetlands in the Site vicinity;
' however, the western edge of Lot 2 is located within the 200 foot riverfront boundary. The
nearest environmental receptor and closest surface water body is the North River,
approximately 100 feet to the west.
� ' 3.0 BACKGROUND
The former Salem Shoe Factory was built on the property in 1880. The area around the subject
I, ' property had been developed as early as the 1700s with maritime uses and small docks located
along Collins Cove, part of the North River estuary that flows into Beverly Harbor. In the 1860s
the land besides the cove was filled for the construction of the Boston and Maine Railroad. The
I'� � fill cutoff a wetland at the end of Saunders Street and the local residents used the hollow for
disposal of ash from wood, coal, and trash burning. The wetlands were completely filled by
1915.
' The factory building which occupied 80% of the site between Pearl Street and Saunders Street
closed in 1963 and was demolished in 1989. During operations, the boiler for the building was
' coal-fi�ed untii conve�sion to No.--6-fuel oil-in the late Y940s.—After the building was demolished
and the former underground fuel oil tank used by the company removed, the Site was covered
and leveled with sand and over the years became overgrown with vegetation, existing as a
vacant lot. After the property was purchased by J.G. & G. Trust, it was divided into Lots 1
, through 6 for a proposed residential development.
In May 2003, as paR of an environmental assessment of the property, thirteen test pits (S-1 to
, S-10) were excavated at the Site by SP Engineering, Inc. of Salem, Massachusetts. The test
pits allowed characterization of the different fill layers beneath the Site and sampling of
unnatural materials. Several ash landfills were identified and delineated. The ash layers ranged
, from 1 to 4 feet thick and contained lead levels greater than MCP reportabie concentrations.
The major areas of contamination appeared to be along Pearl Street and south of the former
building as evidenced by the elevated levels in Lots 5 and 6, and the grey ash landfill in Lot 4,
' respectively. The southeast (Lot 1) and central_(Lots 2 and 3) part of the property were
reportedly not found to contain elevated constituents or contaminated fili layers.
, Grab samples of groundwater from test pit locations on Lots 4 and 6 were also collected by SP
Engineering in May 2003 and analyzed for lead, cadmium and chromium. The sample from
Lot 6 was also analyzed for EPH due to the former presence of the underground fuel oil storage
' tank at that location. The metals analyses revealed elevated levels of lead at 104 ug/I in the
sample from Lot 4 and 948 ug/I in the sample from Lot 6. Lower levels of cadmium and
chromium were detected in these samples, as well as minor levels of EPH compounds in the
sample from Lot 6. Although groundwater monitoring wells from a previous investigation
' conducted in 1989 by the former owners exist at the Site, no information from that investigation
was ever made available and groundwater sampling from those wells was not part of the
assessment conducted by SP Engineering. Groundwater, however, was encountered at
, RAM Status Report Page 2
8 Pearl Street, Salem, RTN 3-23213 June 29,2010
' F:\_PROJECTSISP Engineering\Salem\8 Pearl Street\Reports\RAMS 06-70\RAMS 06-10.docx
, ,
' approximately 5.5 to 7 feet below grade in the test pits at the Site in 2003. The inferred
groundwater flow direction based on these measurements was determined to be westerly
I ' owar s e o iver.
In June 2003, an LRA was conducted to excavate the visible ash layer on Lot 5. The ash was
' excavated to groundwater and/or an underlying clean sand layer 2 to 6 feet below grade and
stockpiled on-site. After ash removal activities were completed on Lot 5, excavation of a 1 to 2
foot layer of coal ash on Lot 6 was initiated. As the ash layer on Lot 6 extended into the 100
, foot buffer zone of the North River, an Order of Conditions was obtained from the Salem
Conservation Commission to excavate the remaining material. These additional excavation
activities exceeded the volume of material allowed under an LRA and in September 2003, a
' Release Notification Form (RNF) and a RAM Plan prepared by SP Engineering were submitted
to the DEP. Under the RAM, 383 tons of stabilized material from Lots 5 and 6 were transported
to the Aggregate Recycling Corporation (ARC) facility in Eliot, Maine in September 2003. Due
to elevated lead levels and TCLP concentrations, the excavated ash/soil mix had to be
' stabilized before transport. United Retek Co. of Medway, Massachusetts was retained to mix
the ash/soil on-site with dry phosphoric acid and a proprietary minerai ore to immobilize the
lead. Disposal documentation for this material has previously been provided to the DEP.
! Following excavation activities on Lots 5 and 6, confirmatory sidewall and bottom soil sampling
was conducted. Lead levels reportedly ranged from 10.4 to 615 mg/kg on Lot 5, and 237 to 785
' mg/kg on Lot 6 not including north sidewall soils under Pearl Street (2,203 mg/kg) and west
sidewall soils over an adjacent gas easement (2,643 mg/kg). The laboratory analytical data for
these samples have previously been provided to the DEP. To further evaluate conditions,
'--tf�i�t��n�ore test—pits (S='I'I—to S=21)we�e excavate� over the remain��—the Site in
September 2003. The results of these soil analyses revealed three more areas of ash landfill
requiring removal, one within the foot print of the former building (Lot 3), and two at the end of
' Saunders Street on Lots 1 and 2 which are currently stil� owned by J.G. & G. Trust.
The lead levels on Lots 1 and 2 requiring removal ranged from 939 to 6,131 mg/kg. RAM
activities, however, ceased when the Commonwealth initiated the taking of a portion of the Site
, under eminent domain for the Bridge Street bypass. In 2004, following resolution of the legal
dispute over ownership for the taking of private land, the Commonwealth assumed responsibility
for the ash identified on Lots 3 and 4, and existing conditions on Lot 6. The work conducted on
, these three lots, as part of the Bridge Street bypass project, was performed under a separate
RAM under RTN 3-25834, while the remaining work to be performed on Lots 1 and 2 is the
subject of current RAM activities under RTN 3-23213.
' In December 2004, a Notice of Noncompliance (NON) was issued to J.G. & G. Trust by the DEP
for failure to submit a Response Action Outcome (RAO) Statement or Tier Classification
, Submittal to the DEP within one year of release notification; and failure to submit a RAM Status
Report or RAM Completion Report. In February 2005, a RAM Status Report prepared by SP
Engineering was submitted to the DEP, accompanied by a Tier Classification Submittal. The
' Site was classified as a Tier II disposal site.
According to a RAM Status Report dated August 2007 prepared by BATG Environmental, Inc. of
Taunton, Massachusetts for RTN 3-25834, remedial actions on the land taken by the
' Commonwealth included soil removal associated with roadway and utility construction, but the
amounts removed from Lots 3, 4 or 6, if any, remain undetermined. In October 2008, a Class
A-3 RAO Statement prepared by D'Amore Associates, Inc. of Lancaster, Massachusetts and
� RAM Status Report Page 3
8 Pearl Street, Salem, RTN 3-23213 June 29, 2010
' F:\_PROJECTS\SP Engineering\Salem\8 Pearl Street\Reports\RAMS 06-10\RAMS 06-10.docx
, '
' BATG Environmental on behalf of The Middlesex Corporation under contract to the
Massachusetts Highway Department for the Bridge Street Bypass site (RTN 3-25834) was
' su mi e o e .
In July 2008, an NON was issued to J.G. & G. Trust for failure to submit a RAM Status Report or
' RAM Completion Report; as weil as Phase II, Phase III, and Phase IV reports within the
appropriate timeframes established by the MCP. In September 2008, Pennoni was retained by
SP Engineering to provide LSP services for the continuation of response actions at the Site.
, In October 2008, an Administrative Consent Order (ACO) and NON was issued to J.G. & G.
Trust in which deadlines were established for the submittal of required reports under the MCP.
In November 2008, a RAM Status Report which included provisions for the continuation of RAM
' was submitted to the DEP.
During the period of November 18-20, 2008, soil excavation activities at the Site continued on
' the J.G. & G. Trust portion of the property (Lots 1 and 2). Approximately 250 cubic yards of
material from between 1 to 6 feet below grade were excavated from Lot 2 and stockpiled on-
site. Approximately 90 cubic yards of additional material from between 1 to 3 feet below grade
' were excavated from Lot 1 and also stockpiled on-site. Following excavation activities on both
lots, confirmatory soil samples were collected for total lead analyses. The results revealed lead
concentrations at several locations in excess of applicable MCP Method 1 soil standards. As a
, result, additional soil excavation activities were planned for both Lots 1 and 2.
In April 2009, the material stockpiled on Lot 1 was transported off-site for disposal at the Pine
� Tree-Landfillfaoilityin-Wampden,—Main�-andera-DEP-B�I-oftading�isposal-do�umentation fo�
this material has previously been provided to the DEP. In January 2010, the materiai
stockpiled on Lot 2 was loaded and transported to the Environmental Quality (EQ) Detroit, Inc.
facility for disposal.
' The most recent RAM Status Report was submitted in January 2010. In April 2010, a second
ACO and NON were issued to J.G. & G. Trust, establishing new deadiines for required MCP
' submittals, including this status report. RAM activities completed during the current monitoring
period are described below.
' 4.0 RAM ACTIVITIES COMPLETED DURING REPORTING PERIOD
4.1 Soil Excavation
, On April 1 and 2, 2010, soil excavation activities at the Site continued on the J.G. & G. Trust
portion of the property (Lot 2). Previous confirmatory analyses had shown elevated levels of
' lead in soil primarily along the boundary of the area excavated in November 2008. As a result,
approximately 300 cubic yards of soii to the north, east and west of the previous excavation
were removed and stockpiled on-site pending off-site disposal arrangements. The area of soil
excavation is shown on Figure 3. Depth of excavation was based on the presence of ash to
' varying depths followed by a coarse sandy bottom material, typically found throughout the Site.
During soil excavation activities, the top 1 foot of clean sandy cover material overlying the ash
was removed and set aside for backfill. Foliowing the completion of soil excavation activities,
' the stockpile of material was sampled by SP Engineering for waste disposal characterization,
covered with polyethylene sheeting and secured.
' RAM Status Report Page 4
8 Pearl Street, Salem, RTN 3-23213 June 29,2010
' F:\_PROJECTS�SP Engineering\Salem\8 Pearl Street\ReportslRAMS 06-10\RAMS 06-10.docx
'
I�, ' On June 9 and 10, 2001, additional soil excavation activities continued at the Site on both Lofs 1
and 2 to remove elevated levels of lead previously identified in November 2008 and April 2010,
I ' respec ive y. pproxima e y a i iona cu ic yar s o ma ena were genera e unng ese
activities and added to the stockpile of material existing on Lot 2. Based on the results of the
disposal analyses, the stockpiled material was again accepted for disposal at the EQ facility in
' Detroit, Michigan. A figure showing the area of additional soil excavation on both lots was not
available for inclusion in this report.
I ' 4.2 Confirmatory Sampling
In April 2010 following excavation activities, confirmatory soil samples were collected by SP
Engineering. Twenty-three (23) soil samples (SS-1 through SS-23) were collected from Lot 2
I ' and submitted to Spectrum Analytical, Inc. in Agawam, Massachusetts for total lead analyses.
Soil sampling locations are shown on Figure 3. The analytical results are summarized in
Table 1. As shown, lead levels at the Site boundary and other locations exceed applicable MCP
i ' Method 1 soil standards. As a result, additional soil excav8tion activities were conducted on
Lot 2 as discussed above. A complete copy of the laboratory analytical report for these samples
is provided in Appendix A.
' In June 2010 following additional excavation activities, confirmatory soil samples were collected
by SP Engineering for total lead analyses on both Lots 1 and 2. Five (5) soil samples (S-22
'I ' through S-26) were collected from Lot 1 and two (2) additional soil samples (SS-24 and SS-25)
were collected from Lot 2 and submitted to Spectrum Analytical for analyses. The analytical
results are summarized in Table 1. As shown, the lead values for Lot 1 were ail below
aPplieable-MCP�viet#�od 1-soil-standards,—ar�d�nly-one-of-tMe�wo�amples-from-L-ot-��xeeeded
' appiicable standards. A complete copy of the laboratory analytical report for these samples is
provided in Appendix A.
' S.0 MANAGEMENT OF REMEDIAL WASTE
Remediation waste has been managed in accordance with 310 CMR 40.0030. Previous
' remediation waste disposal has involved the removal of 383.33 tons of ash and impacted soil
from Lots 5 and 6 (September 2003) and 63.34 tons from Lot 1 (April 2009).
' On January 15, 2010, a total of 104.97 tons of soil previously excavated from Lot 2 and
stockpiled on site was loaded and transported via rail to the EQ Detroit, Inc. facility for disposal.
A copy of the waste disposal documentation for this material is provided in Appendix C.
' During the current monitoring period, approximately 330 cubic yards of additional ash and
impacted soii were excavated from Lots 1 and 2 and stockpiled at the site, pending final
disposal arrangements. On June 24, 2010, three (3) loads of material were transported off-site
' and taken via rail to the EQ facility in Detroit, Michigan. Copies of disposal documentation for
this material were not available for inclusion in this report.
' 6.0 FUTURE SITE ACTIVITIES
Site work, including additional excavation of ash and on-site soils, as well as the transportation
' and disposal off-site of stockpiled material is expected to occur during the next reporting period.
The quantity of additional ash remaining at the Site that requires removal is approximately 100
cubic yards from Lot 2. Any additional stockpiled soil requiring off-site disposal will be sampied
' RAM Status Report Page 5
8 Pearl Street, Salem, RTN 3-23213 June 29,2010
, F:\_PROJECTSISP Engineering\Salem\8 Pearl Street\Reports\RAMS 06-101RAMS 06-t0.docz
' ,
' and analyzed for waste disposal characteristics. Confirmatory soil sampling and analyses will
continue to be performed at ail excavation locations.
' RAM status reports will also continue to be submitted to the DEP on a semi-annual basis, in
accordance with the requirements of the MCP, until such time as a RAM Completion Report can
' be prepared and submitted. The report(s) will include a discussion of RAM activities including
volume of soil excavated, a summary of any soil analyses, a copy of analytical data, and waste
disposal documentation, as applicable.
' 7.0 PUBLIC INVOLVEMENT
Public involvement activities will be conducted in accordance with 310 CMR 40.0447.
' Specifically, the Mayor and Health Agent for the City of Salem will be notified of the availability
of this RAM Status Report. Copies of the public notification letters are attached in Appendix C.
' 8.0 LSP OPINION
RAM activities have been implemented in accordance with the provisions of the MCP and the RAM
' Plan submitted to the DEP in August 2003. The purpose of the RAM has been to remove ash
and impacted soils with elevated lead concentrations that were deposited in the late 1800s by
residences and in the early 1900s by the former shoe factory (coal ash). Continued RAM
' activities are necessary to properly manage the excavation and disposal of additional impacted
soils at the Site. Material currently stockpiled on-site pending transport off-site for disposal remains
covered and adequately secured. A subsequent RAM Status RepoR or RAM Completion Report is
, s�hedufe��o-be�srabmittea-to�th�DE-P�rrortiefore��cemb�Yj010.
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' RAM Status Report Page 6
8 Pearl Street, Salem, RTN 3-23213 June 29,2010
' F:\_PROJECTS�.SP Engineering\Saleml8 Pearl StreetlReports\RAMS 06-70\R4MS 06-10.docx
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SALEM SHOE SOIL REMOVAL
; ��' SALEM, MA �
� 5ample Stations
PROPERTY L1 NE( P. L.? � 4-I l0 2, 2010 SS-1 fo 23 ■
fl-18fo 19, 2(�5 S-1 to S- 12 •
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TABLE 1
' ummary o oi1 Analy �c-Y-aI Resu�t�l,
Former Salem Shoe Factory
' 8 Pearl 5treet
Salem, MA
RTN 3-23213
' Sample Sample MeWls
ID Date Lead
SS-1 2-A r-10 714
� SS-2 2-A r-10 8.19 �
SS3 2-A r-10 419 •^
�SS� 2-A r-10 - 17.5 -
, SS-5 2-A r-10 3.76
SS-6 2-A r-10 73b
SS-7 2-A r-10 3.72
SS-8 2-A r-10 �1,800
� - SS-9 - 2-A r-10 6 69
SS-10 2-A r-10 627
SS-11 2-A r-10 `''2,670'- '` :
' - SS-12 2-A r-10 �''�. �1,140 � .
SS-13 2-A r-10 �. 1,870 ���
SS-14 2-A r-10 72.8
— - —S5=15 2=A f-10-- ;920 --- ---- —
, SS-16 2-A r-10 59.4
SS-17 2-A r-10 �•."�3,030•. ��
SS-18 2-A r-10 .�<4;930--.� °�--�
' SS-19 2-A r-10 960 '
SS-20 2-A r-10 55.5
SS-21 2-A r-10 '%� '` .613'• "
SS-22 2-A r-10 '�'800-: ' .
' � SS-23 . . . 2-A r-10 - �12.1
5-22 9-Jun-10 3.58
S-23 9-Jun-10 16.0
' - . S-24 � 9-Jun-10 - � � 294 - �
S-25 9-Jun-10 6.84
5-26 9-Jun-10 257
� SS-24 9-Jun-10 � - 74.5
' SS 25 9-Jun 10 .' 365. : ! :
Method 1 Risk Charactenzation Standards
S-71GW-2 300
, S-71GW-3 � � - - 300 �
Notes: All results are in milligrams pe�kilograms(mg/kg).
114 Bolded value indicates detection in the analytical sample.
, �Sample result exceeds Method 1 S-1/GW-2/GW3 soil standard.
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AP-P-END1X�1
' Soil Laboratory Analytical Reports
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' Report Date: _ _ 1� . �' Finai Report
26-Apr-l0I4:52 �" ,,,i.,.
�p .,�,. ❑ Re-Issued Report
'ti. W i`a..`r�
❑ Revised Repon
' 1...r�.��
SPECTRUM ANALYTICAL,INC.
£earuring
. ' HANIBAL TECFIlVOLOGY
Laboratory Report
. SP Engineering Technology
' P.O. Box 848,45 Congress Street Project Salem Shoe Factory,Saunders St-Salem,MA
Salem,MA 01970 Project#: 552
Attn: Bruce Poole
� Laboratory[D Client Samole ID Matrix Date Samoled Da[e Received
SB10463-01 104001 Digestate 02-Aprv1000:00 10-Apr-l01136
�� , SB10463-02 104002 Digestate 02-Aprv1000:00 10-Apr-IOI136
SB10463-03 104003 Digestate 02-Apr-1000:00 10-Apo-1011:36
SB10463-04 104004 Digestate 02-Apr-1000:00 10-Apr-1011:36
� SB10463-OS 104005 Digestate 02-Apr-1000:00 10-Apr-1011:36
�� , SB10463-06 104006 Digestate 02-Apo-1000:00 10-Apr-101136
. SB10463-07 104007 Digestate 02-Apo-1000:00 10-Apr-101136
SB10463-OS 104008 Digestate 02-Aprv1000:00 10-Apr-1011:36
' SB10463-09 104009 _ Digestate 02-Apr-I000:00 10-Apr-1011:36
SB10463-10 104010 Digestate 02-Apr-1000:00 10-Apo-101136
� SBJ-0463-1a 1-040J-1 —�igestate 02-Apr-10-OOeW 10-Apr-19-F1;-36—
; ' SB10463-12 104012 Digestate 02-Apr-]000:00 10-Apr-1011:36
SB10463-13 104013 Digestate 02-Apr-1000:00 10-AprvI01136
SB10463-14 104014 Digestate 02-Apr-1000:00 10-Aprv1011:36
' ' SB10463-IS 104015 Digestate 02-Apr-1000:00 IO-Apr-1011:36
SB10463-16 1040I6 Digestate 02-Apr-1000:00 IO-Aprv1011:36
SB10463-17 1040U Digestate 02-Aprv1000:00 10-Apr-IOIL36
' SB10463-18 104018 Digestate 02-Apr-1000:00 IO-Apo-1011:36
SBI0463-I9 104019 Digestate 02-Apo-1000:00 10-Apr-101136
SB10463-20 104020 Digestate 02-Apr-1000:00 10-Apr-1011:36
' SB10463-21 104021 Digestate 02-Aprv1000:00 10-Apr-101136
SB10463-22 104022 Digestate 02-Apo-1000:00 l0-Apr-l01L:36
SB10463-23 ]04023 Digestate 02-Apr-1000:00 10-Apo-l0Il:36
' SB10463-24 104024 Digestate 02-Apr-1000:00 10-Apo-1011:36
SB10463-25 104025 Digestate 02-Apr-1000:00 10-Apr-101136
SB10463-26 I04026 Digestate 02-Apr-l000:00 10-Apr-1011:36
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Headquartma:11 Almgren Drive&830 Silver Strcet•Agawam,MA 01001 •I-800-789-91IS•413-789-90I6•Fax 4I3-789-0O7fi
' www.speetrumanalytieal.eom Page I of 33
'
I attest that the infonnation contained within the report has been reviewed for accuracy and checked against the qualiry control
' requirements for each method. These resuits relate onty to the sample(s)as received.
All applicable NEGAC requirements have been met.
Massachusetts#M-MAI38/MAl I 10 Authorized by:
, onnectsut - �
Florida#E87600/E87936 �
Maine#MA 138 �W{�p�
New Hampshire#2538 ��4 - �,
� New Jersey#MA011/MA012 . �
New York# 11393/11840 a � `�" i Hanibal C.Tayeh,Ph.D.
Pennsylvania#68-04426/68-02924 President/Labora[ory Director
Rhode Island#98
i , USDA#S-51435 Technical Reviewer's Ini[ial: �
Vermont#VT-I 1393
' Spectrum Analytical hoids certification in the State of Massachusetts for the analytes as indicated with an X in the"Cert."column
within this report. Please note that the Sta[e of Massachusetts does not offer certification for all analytes.
Please note that this report contains 33 pages of analytical data plus Chain of Custody document(s). When the Laboratory Report is
indicated as revised,[his report supersedes any previously dated reports for Ihe laboratory ID(s)referenced above. Where this report
' identifies subcontracted analyses,copies of the subcontractor's test report aze available upon requesL This report may not be
reproduced,except in full,without written approval from Spectrum Analytical,Inc.
' Specnvm Ana(vtiml,/nc.is a NELAC accrediied laboratory organiza�ion and mee�s NELAC les�ing s�andards. Use oJthe NELAC logo however does
nof insure!Im!Speclrum is currendy accredileJfor Ihe epecific melhod ar a�ia(y!e indimled.Plem�e rejer(o our"Qualiry"we6 page af
wwwspecln�m-anplyficaLcom jor p full listing of oar ce�rrent rerlifica(ions ond fieldr of aceredimfion.Smfes in whicl�Specln�m Attply(icol,/nc.
holds NELAC cer(ificafion are New York,New Hampshire,New Jersey and Flarida.Af/anafytica/mork jor Volati/e Organic and Air pnplye'is are
II ' frqnsferred(o and caiduc(ed a!our 830 Silver Stree!lomtion(NY-!/840,FL-E87936 awd NJ-MAORJ.
P(enre conmc!!he Laboratory or Technical Direc(or at 800-789-9(/5 wifh any questions regprdinglhe dafa rontained in tl�is labora(ary repor(.
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���'I , •Reportable Detection Limi[ BRL=Belbw Reponing Limi� Page 2 of 33
l
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CASE NARRATIVE:
' The samples were received 18.1 degrees Celsius,please refer[o the Chain of Custody for details specific to temperaWre upon receipt.
An infrared thermometer with a tolerance of+/-2.0 degrees Celsius was used immediately upon receipt of the samples.
.v.,n,�aki�cSpike,-(*nc�,*��,ike Dup�:^�•^%�r-DupLisatg-(D[iP�avas-notrequested�en tlae�l�ain-ofLustody,me[hod
, criteria may have been fulfilled with a source sample not of this Sample Delivery Group.
There is no relevant protocol-speciflc QC and/or performance standards non-conformances to report.
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�I ' "Reportable Detection Limit BRL=Below Reporting Limit Page 3 of 33
' Samole Identification
104001 Client Proiect# Matrix Collection DateITime Received
, SB10463-01 552 Digesta[e 02-Apr-I000:00 10-Aprv10
CASNo. Analyte(s) Resu!( Flog Unils *RDL Dilu7ion Me(fiodRef. Prepared Ana(}Zed Anolys( Batch Cert
, Total Metals by EPA 200 Series Methods
�a39-92-i Lead 114 �mg/kg dry 0.344 1 EPA 2007 22-Apr40 23-Apr40 TBG 1008513
General Chemistry Parameters
, %Solids 87.3 % 1 SM2540 G Mad. 16-AOr-10 i6-Apr-10 MES 1008072
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, 'Reponable Detection Limi[ BRL=Below Reporting Limit Page 4 of 33
' Samoleldentification
104002 Client Proiect# Mafix Collection DateITime Received
' SB10463-02 552 Digestate 02-Apr-1000:00 10-Apr-10
CASNo. Ana(yte(s) ResuU Flag Uni(s *ROL Dilution MethodRej. Prepared Anolyzed Ana/ysl Balch Cert
' Total Metals by EPA 200 Series Mefhods
7439-92-1 Lead 8.19 mg/kg tlry 0.330 1 EPA 200.7 22-Apr-70 23-Apr-10 TBG 1008513
General Chemistry Parameters -
, %Solitls 90.9 % 1 SM2540GMotl. 16-Apr-10 i6-Apr-10 MES 1008072
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, •Reportable De[ection Limit BRL=Below Reporting Limit Page 5 of 33
, Samole Identification
104003 Client Proiect# Matrix Collection DateITime Received
tSB10463-03 552 Digestate 02-Apr-1000:00 10-Apo-10
CASNo. Anatyte(s) Result Flag Units 'RDL Di(ution Me(hodRef. Prepa�ed Ana/yzed Anolys( Batch Cerf.
' Total Metals by EPA 200 Series Methods
7439-92-1 Lead 419 mg/kg tlry 0.350 1 EPA 200.7 22-Apr-10 23-Apr-10 T8G 1008513
General Chemistry Parameters
, %Salids 85.8 % i SM2540 G Mod. i6-Apr-10 16-Apr-10 MES 1008072
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' "Reportable Detection Limit BRL=Below Reporting Limit Page 6 of 33
, Samole Identification
104004 ClientProiect# Matrix CollectionDa[e/Time Received
, SB10463-04 552 Digestate 02-Apr-I000:00 10-Apr-10
CASNo. Anplyte(s) ResuU Flag Onits *RDL Dilu(ian Me(hodRef. Prepared Analyzed Analys( Batch CerL
' Total Melals by EPA 200 Series Me[hods
�a39-924 Lead 11.5 mg/kg dry 0.342 1 EPA 200.7 22-Apr-10 23-Apr-10 TBG 1008513
General Chemistry Parameters
' %Solids 87.8 % 1 SM2540 G Mod. 16-Apr-70 16-Apr-10 MES 1008072
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' *Reponable Decection Limi[ BRL=Below Reporting Limit Page 7 of 33
'
� Samole Identification
104005 Client Proiec[# Matrix Collection Date/Time Received
II , SB10463-OS 552 Digestate 02-Apr-1000:00 10-Apr-l0
CASNo. Ana/y�e(sJ Result £lag Units *ROL Dilufion MelhodRef. Prepored Analyzed Analyst Batch CerL
II , Total Metals by EPA 200 Series Methods
�a39-92-t Lead 3.76 mg/kg dry 0.348 1 EPA 200.7 22-Apr-10 23-Apr-10 TBG 1008513
General Chemistry Parameters
�! ' %Solids 86.3 % 1 SM2540 G Mod. 16-Apr40 16-Apr-10 MES 1008072
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' •Reportable Detec[ion Limit BRL=Below Reporting Limi[ Page 8 of 33
' Samole Iden[ification
104006 Client Proiect# Matrix Coilection DateITime Received
' S52 Digestate 02-Apr-1000:00 l0-Apr-10
SB10463-06
CASNo. Analy(e(s� Result Flag (Ini(s *ROL Dilution MelhodR¢f. Prepnred Ana(yzed Ano/ys( Balch Cerl.
� To[al Metals by EPA 200 Series Methods
743&92-1 Leatl 731 mg/kgdry 0.337 1 EPA200.7 22-Apr-70 23-Apr-10 TBG 1008513
General Chemistry Paramelers
1 %Solids 89.1 % 1 SM2540 G Motl. 16-Apr-10 16-Apr-10 MES 1008072
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' 'Reportable De[ec[ion Limit BRL=Below Reporting Limi[ Page 9 of 33
, Samole Identification
104007 Clienl Proiect# Matrix Collection DateITime Received
III ' SB10463-07 552 Digestate 02-Apr-1000:00 10-Apr-10
CASNo. Anq(yte(s) R¢sal( F/qg (Jni(s •RDL Di(ution MelhodRef. Prepared Ana/yLed Anqlyst Ba(ch Cer(.
' Total Metals by EPA 200 Series Methods
�439-92-1 Lead 3.72 mg/kg dry 0.347 1 EPA 200.7 22-Apr-10 23-Apr-10 TBG 1008513
General Chemistry Parame[ers
' %Solitls 86.5 % 1 SM2540 G MoO. 16-Apr-10 16-Apr-10 MES 1008072
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' 'Reportable Deteclion Limit BRL=Below Reponing Limit Page 10 of 33
� '
Samole Identifica[ion I
104008 Client Proiect# Ma[rix Collec[ion Da[e/Time Received I
' S52 Digestate 02-Apr-]000:00 10-AprvtO '
SB 10463-OS
CASNo. Analyte(s) Resu/f Flag Unils *ROL Dilutian MethodRej. Prepared Analyzed AnaJysl Batch Cert �
' Total Metals by EPA 200 Series Melhods
�a39-92� Lead 7,800 mg/kg dry 3.50 10 EPA 200.7 22-Apr40 23-Apr-10 LR 1008573 ,
General Chemistry Parameters
' %Solids 85.6 % 1 SM2540 G Mod. i6-Apr-10 16-Apr-10 MES 1008072
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, "Reportable Derection Limi� BRL=Below Reponing Limit Page 11 of 33
'
Samole Identification
104009 Client Proiect# Ma[rix Collection Date/Time Received
' SB10463-09 552 Digestate 02-Apr-1000:00 10-Apr-10
CASNo. Ana/y7e(s) Result Flqg (Ini(s •RDL Dilution Me(hodRef. Prepared AnalyZed Analysf Botch Cert
' Total Metals by EPA 200 Series Me[hods
7439-92-7 Leatl 6.69 mg/kg dry 0.337 1 EPA 200.7 22-Apr-10 23-Apr-10 TBG 1008513
General Chemistry Parnme[ers
, %Solids 88.9 % 1 SM2540 G Motl. 16-ADr-10 i6-Apr-10 MES 1008073
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, ' *Reportable Detec�ion Limit BRL=Below Reporting Limit Page 12 of 33
II� ' Samole Identificalion
]04010 ClientPmiect# Matrix CollectionDate(fime Received
����. ' SB10463-(0 552 Digestate 02-Apr-1000:00 10-Apr-10
CASNa. Analyfe(sJ Resutr F/ag Unils •ROL Dilulion MelhodRef. Pr¢pared Ana/yzed Analysf Ba7ch Cer[
, Total Metals by EPA 200 Series Methods
7a39-92-t Lead 627 mg/kg tlry 0.333 1 EPA 200.7 22-Apr-10 23-Apr-10 TBG 1008513
General Chemisiry Parameters
I�I , %Solids 90.7 h 1 SM2540GMod. 16-Apr-10 16-Apr-10 MES 1008W3
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, 'Reponable Detection Limit BRL=Below Reporting Limit Page I3 of 33
'
Samole Iden[ificalion
1040ll Client Proiect# Matrix Collection DateYCime Received
, SB10463-II 552 Digestate 02-Apr-1000:00 10-Apo-10
CASNo. Ano(yfe(sf Resa!! Flag Unils *RDL Dilulion MethodRej. Prepnred Anqly¢ed Anolys( Bafeh CerG
' To[al Metals by EPA 200 Series Methods
7a39-92-1 Lead 2,670 mg/kgdry 3.41 10 EPA200.7 22-Apr-10 23-Apr-10 LR 1006513
General Chemistry Parameters
' %Solids 87.9 % 1 SM2540GMod. i6-Apr-70 1&Apr-10 MES 1008073
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' •Reponable Detection Limi[ BRL=Below Reporting Limit Page 14 of 33
' Samole Identification
104012 Client Proiecl# Matrix Collection Date/Cime Received
, SB10463-12 552 Digestate 02-Apr-]000:00 10-Apr-10
CASNo. Ana(yte(s) Resulf Flog Unifs *RDL Dilu(ion Me�hoARef. Prepared Anolyzed Anafyst Batch Cer(.
' Total Metals by EPA 200 Series Methods
�439�924 Lead 1,140 mg/kg dry 0.345 1 EPA 200.7 22-Apr-10 23-Apr-10 TBG 1008513
General Chemislry Parameters
, %Solids 87.0 % 1 SM2540 G Mod. 16-Apr-10 16-Apr-70 MES 1008073
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' •Reportable De[ection Limit BRL=Below Reponing Limit Page I S of 33
' Samoleldentifcation
]04013 Clien[Proiect# Matrix Collection Date/Time Received
, 552 Digeslate 02-Apr-1000:00 10-Apo-10
SB10463-13
CAS No. Ana/yte(s) Resu/( F/ag Uni(s *RDL Difution Method Rej Prepared Analyzed Analyst Bo�ch Cee.
, Tolal Metals by EPA 200 Series Methods ,
�a39-92-1 Lead 1,870 mg/kgdry 3.30 10 EPA200.7 22-Apr-10 23-Apr-10 LR 1008513
General ChemisMy Parameters
' %Solids 90.8 h 1 SM2540GMod. 16-Apr-10 i6-Apr-10 MES 1008073
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' 'Reportable Detec[ion Limit BRL=Below Reporting Limit Page l6 of 33
, Samole identification
]04014 Clien[Proiect# Matrix Collection Date/Time Received
, 552 Diges[ate 02-Apr-IO 00:00 IO-Apr-10
SB10463-14
CASNo. Ana/yte(s) Resu(( Flag (Jni7s *RDL Dilufian MelhodR% Prepa�ed Ana/yZed dnqlyst Bolch CerL
, Total Metals by EPA 200 Series Methods
�a3s-sz-t Lead 72.8 mglkg dry 0.365 7 EPA 200.7 22-Apr-70 23-Apr-10 TBG 1008513
General Chemistry Parameters
, �Solids 82.1 °h 1 SM2540 G Mod. 16-Apr-10 i6-Apr-10 MES 1008073
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' •Reponable Detection Limit BRL=Below Reporting Limit Page 17 of 33
��I , Samnle identification
104015 Client Proiect# Matrix Collection Date/Time Received
, SB10463-15 552 Digestate 02-Aprv1000:00 10-AprvlO
CASNo. Analyte(s) Resul( Flag (Inits •RDL Dilution MelhadRef. Prepored Anolyzed Analys( Balch Cert.
, Total Metals by EPA 200 Series Methods
7439-92-t Lead 1,920 mg/kg dry 327 10 EPA 200.7 22-Apr-10 23-Apr-10 LR 1008513
General Chemistry Parameters
' %Solids 917 % 1 SM2540G Mod. 16-Apr-10 i6-Apr40 MES 1008073 'I
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' *Reportable De[ection Limit BRL=Below Reporting Limit Page 18 of 33
� ' Samole Identification
104016 Client Proiect# MaMx Collection Date/Time Received
' SB10463-16 552 Digestate 02-AprvI000:00 10-Apr-10
C.1SNo. Ano(y(e(s) Resul( Flag (Ini(s 'ROL Dilulion MethodRef. Prepared Anplyied Ana/ys! Batch Cert.
' Total Metals by EPA 200 Series Me[hods
�a39-92-7 Lead 59.4 mg/kg dry 0.339 1 EPA 200.7 22-Apr-10 23-Apr-10 TBG 7008513
Ceneral Chemistry Parameters
' %Solids 88.4 % i SM2500 G Mod. 76-Apr-10 i6-Apr-10 MES 1008073
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' •Reportable Detection Limit BRL=Below Reporting Limit Page 19 of 33
� Samole Identification
104017 Clien[Proiec[# Matrix Collection Da[e/Time Received
, SB10463-17 552 Digestate 02-Apr-1000:00 10-Apr-10
CASNo. Analyte(s) Resull F(og (Jni(s *RDL Di/ulion MethodRej. Prepared Anolyzed Analyst BnlcN Cer(.
, Tolal Metals by EPA 200 Series Me[hods
�a39-92-7 Leatl 3,030 mg/kg tlry 3.32 10 EPA 200.7 22-Apr-10 23-Apr-70 LR 1008513
Generol Chemistry Parameters
' %Solids 90.3 % 1 SM2540 G Motl. 76-Apr-10 16-Apr-70 MES 1008073
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' 'Reponable Detection Limit BRL=Below Reporcing Limit Page 20 of 33
'
Samole Identification
104018 Client Proiect# Matrix Collection DateITime Received
' SB10463-18 552 Digestate 02-Aprv(000:00 10-Apr-10
CASNo. Ana/yte(s) Resu/I Flag Unils 'RDL Dilufian MefhodRef. Prepared Ana/yzed Ana/ysJ Bqfch CerL
' To[al Me[als by EPA 200 Series Methods
�439-92-t Lead 4,930 mg/kg dry 7.08 20 EPA 200.7 22-Apr-10 23-Apr-10 LR 1008513
General Chemistry Parameters
, %Solids 84.7 % 1 SM2540 G Mod. 16-Apr-10 i6-Apr-10 MES 1008073
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' *Reportable De[ec[ion Limit BRL=Below Reporcing Limit Page 21 of 33
� I
Samole Identification
104019 Client Proiect# Matrix Collection Date/Time Received
' SB10463-19 552 Digestate 02-Aprv1000:00 10-Apr-10
CASNo. Analyte(s) Resull Flag Unils *ROL Dilu�ion MelhodRef. Prepared Analyzed Ana/ysf Ba(ch CerL
Total Metals by EPA 200 Series Methods �
�a39-92i Lead 960 mg/kgtlry 0.343 1 EPA200] 22-Apr-10 23-Apr40 TBG 1008513
' General Chemistry Parameters
%Soiids 87.4 % 1 SM2540G Mod. 16-AprdO 16-Apr-10 MES 7008073 �i
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' 'Reportable Detection Limit BRL=Below Reporting Limit Page 22 of 33
'
Samole Identification
104020 Client Proiect# Matriz Collection Date/Time Received
' SB10463-20 552 Diges[ate 02-Apr-1000:00 10-Apr-10
CASNo. Analyfe(s) Resuf( F/ng Units •ROL Di/ulion MefhodRef. Prepar¢d Analyzed Ana/ys! Batch Cert.
' To[al Metals by EPA 200 Series Methods
]439-92-1 Lead 55.5 mq/kg dry 0.347 1 EPA 200.7 22-Apr-70 23-Apr-10 TBG 1008513
General Chemistry Parame[ers
' °k Solids 86.5 % 1 SM2540 G Mod. 16-Apr-70 16-Apr-10 MES 1008073
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' •Reponable Detection Limit BRL=Below Reporcing Limit Page 23 of 33
'
Samole Identification
104021 Client Proiect# Matrix Collec�ion Datell'ime Received
, 552 Digestate 02-Apr-10 00:00 IO-Apr-10
SBI0463-21
CASNo. Analyle(s) Resu!( F/ag Unils *RDL Dilu(ian MethodRef. Prepared Analyzcd Analyst Batch Cerl.
' Tolal Me[als by EPA 200 Series Methods
�439-92-1 Lead 613 mg/kg tlry 0.327 1 EPA 2007 22-Apr-10 22-Apr40 TBG 1008575
General Chemistry Parameters
, %Solids 93.5 % 1 SM2540GMo0. ifi-Apr-70 16-Apr-10 MES 1008073
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I�� ' 'Reportable Detection Limit BRL=Below Reporting Limit Page 24 of 33
'
Samole Identifica[ion
]04022 Client Proiect# Matrix Collection Date/Time Received
' SB10463-22 552 Digestate 02-Aprv1000:00 10-Apr-10
CASNo. Analyte(s) Resu(t Flog (Ini(s *RDL Dilu(ion MelhodRef. Prepared Analyzed Anolys( Balch Ce�(.
To[al Metals by EPA 200 Series Methods
7439-92�1 Lead 800 mg/kg dry 0.327 1 EPA 200.7 22-Apt-10 22-Apr-10 TBG 1008575
General Chemis[ry Parameters
� %Solids 97.7 k 1 SM2540 G Mod. 76-Apr-10 16-Apr-10 MES 1008073
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' •Reponable Detection Limit BRL=Below Reporting Limit Page 25 of 33
'
Samole Identification
104023 Client Proiect# Matrix Collection Date/Time Received
' S52 Digestate 02-Apr-1000:00 10-Apr-10
SB10463-23
CASNo. Analyte(s) Resul7 Flag Units *RDL Dilulion Me(hodRef. Prepared Ana(yz¢d Analyst BaMh Cer(.
Total Metals by EPA 200 Series Methods
]439-92�1 Lead 12.1 mg/kg dry 0.342 1 EPA 200.7 22-Apr-10 22-Apr-10 TBG 1008515
' General Chemistry Parameters �
%Solids 87B . % 1 SM2540 G Mod. 16-Apr-10 i6-Apr-70 MES 1008073
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' •Reportable Detection Limit BRL=Below Reporting Limit Page 26 of 33
'
Samole Identification
104024 Client Proiect# Ma[rix Collection DateITime Received
, SB10463-24 552 Digestate 02-Aprv1000:00 10-Aprv10
CAS No. Analy(e(sJ Resu/7 F/ag (Inils tRDL Dilution Melhad Ref. Prepared AnolyZed Analys7 Batch CerL
' To[al Metals by EPA 200 Series Methods
7439-92-7 Leatl 470 mg/kgtlry 0.330 1 EPA200.7 22-Apr-10 23-Apr-10 TBG 1008515
General Chemistry Parameters
t %Solids 90.9 % 1 SM2540 G Mod. 16-Apr-10 16-ADr-10 MES 1006073
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, *Reportable De[ec[ion Limi[ BRL=Below Reporting Limit Page 27 of 33
' Samole Identification
]04025 Client Proiect# Matrix Collection Date/Time Received
' S52 Digestate 02-Apr-1000:00 10-Aprv10
SB10463-25
CASNo. Analyle(s) Resu/! Flag Units *RDL Dilulion Me�hodRef. Prepared Analyzed Ana/ys! Ba(ch Cert.
, To[al Me[als by EPA 6000/7000 Series Methods
7a39-9�-6 Mercury 0.372 mg/kgtlry 0.0325 1 SW8467477A 23-Apr-70 26-Apr-10 KNJ 1008478
Total Metals by EPA 200 Series Methods
' 7a40-22-0 Silver BRL mg/kgdry 0.363 1 EPA200.7 22-AOr-10 23-Apr-10 TBG 1008575
�440-3&2 Arsenic 10.7 mg/kg dry 0.363 1 23-Apr-10
�4a03&3 Barium 790 mg/kgdry 0242 1 ' " 23-Apr-10 " "
' �aa0-4&9 CaGmium 0.574 mg/kg tlry 0.121 1 • : : v ^
]440-0]-3 C�romium 14.0 mg/kg dry 0242 7
�<39-92-1 Lead 12,500 mg/kg dry 363 100 " " 23-Apr40 " "
� na2r9-2 Selenium 1.99 mg/kg dry 0.363 7 " ' 23-Apr-10 ' '
TCLP Me[als by EPA 1311&6000/7000 Series Methods
TCLP Extrection Completetl N/A 1 SW8461311 14-Apr-10 14-Apr-10 EQ 1007901
' 7439-92-1 Lead 71.0 mg/I 0.0150 1 SW846 75-Apr-10 15-Apr-10 TBG 1007967
1311/60108
General Chemistry Parameters
� %Solids 82.7 °h 1 SM2540 G Mod. i6-Apt-10 16-Apr-10 MES 1008073
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' 'Reportable Detection Limit BRL=Below Reporting Limit Page 28 of 33
II '
Samole ldentification
]04026 Clien[Proiect# Matrix Collection DateITime Received
I'� , SB10463-26 552 Digestate 02-Apr-1000:00 10-Apr-10
CAS No. Ana(yJe(s) Resu(( F(ag Units *RDL Dilu(ion Melhod Rej. Prepared Artolyzed Anolys( Batch CerL
I , To[al Metals by EPA 6000/7000 Series Methods
7439-9�-6 Mercury 0.628 mg/kgdry 0.0340 1 SW8467471A 23-Apr-10 26-Apr-10 KNJ 1008478
To[al Metals by EPA 200 Series Me[hods
�� , �aao-22-a Silver BRL mg/kg dry 0.178 7 EPA 2007 22-Apr40 23-Apr-10 TBG 1008515
74403&2 Arsenic 3.46 mykg tlry 0.178 1 23-ADr-10
7440-393 Barium 143 mg/kgdry 0.118 1 • ^ 23-Apa10 ' '
' 7440d&9 Cadmium 0.467 mg/kg dry 0.0592 1 : .' : ^ ±
7440-07-3 Chromium 9.93 mg/kg dry 0.116 1
�a39-92-7 Leatl 10,500 mg/kg dry 8.88 50 • " 23-Apr-10 ' '
� ' 7�82r9-2 Selenium 0.831 mg/kg dry 0.778 1 ' ' 23-Apr-10 " '
TCLP Metals by EPA 1311&6000/7000 Series Me[hods
TCLP Extraction Completed N/A 1 SW8461311 14-Apr-10 14-Apr40 E� 1007901
, ]439-92-1 Leatl 724 mg/I 0.0750 5 SW846 15-Apr-10 76-Apr-70 TBG 1007967
1371/6010B
� General Chemishy Parameters
, ' %Solids 84.5 % 7 SM2540 G Mod. i6-Aprv70 i6-Apr-70 MES 7008073
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' 'Reportable Detec[ion Limit BRL=Below Reporting Limit Page 29 of 33
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Total Metals by EPA 6000/7000 Series Methods-Quality Control
I ' Spike Source %REC RPD
Analyte(s) Result Flag Units 'RDL Level Result %REC Limits RPD Limi[
n,r�n innaa�x_Fve�nn�Sw'fnnn cP��P�
' BlankH008478-BLK71 Preoared:23-Aor40 Analvzed:26-Aor-10
Mercury BRL mg/kg wet 0.0275
Re(erence f1008478SRM11 Preoared:23-Aor-10 Analvzed:26-Aor-10
I ' Mercury 7.64 mg/kg wet 0.300 6.56 717 71.5-128.1
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' 'Reportable Detection Limit BRL=Below Reporting Limit Page 30 of 33
I�'I ' ��.��..
Total Me[als by EPA 200 Series Me[hods-Quality Control '
IIII ' Spike Source %REC RPD
Analy[e(s) Result Flag Units 'RDL Level Resul[ %REC Limi[s RPD Limi[
o....�.in
' Blank(1008513-BLK11 Preoared:22-Aor-10 Analvzed:23-Aor-10
Lead BRL mg/kg wet 0.0300
LCSH008573-BS71 Preoared:22-Aor-10 Analvzetl:23Ao�-10 '
' Lead 0.955 mg/kg wel 0.0300 1.00 96 85-115 II
Duolicate H008513-DUP11 Source:SB10463-02 Preoared:22-Aor-10 Analvzed:23Aor-10 I
Lead 8.12 mg/kg dry 0.330 8.19 0.8 20 '�,.
I ' Ba[ch]008515-EPA 200 Series �II
Blank(1008515-BLK11 preoaretl 8 Analvzed:22-Aor-10
SiNer BRL mg/kg wet 1.50 i
' Selenium BRL mg/kg wet 1.50 'I
Arsenic BRL mg/kg wet 1.50 li
Lead BRL mg/kg wet 1.50 'I
Chramium BRL mg/kg wet 1.00
' Cadmium BRL mg/kg wet 0.500
Barium BRL mg/kg wet 1.00
LCS H008515-BS11 Prenared:22-Aor-10 Analvzed:23-Aor-10
� Selenium 0.926 mg/kg wet 0.0300 1.00 93 85-115
Silver 0.988 mg/kg wet 0.0300 1.00 99 85-115
Catlmium 0.917 mg/kg wet 0.0100 7.00 92 85-115
, Chromium 0.987 mg/kg wet 0.0200 7.00 99 85-115 ,
Lead 0.989 mg/kg wet 0.0300 1.00 99 85-115
Arsenic 1.00 mg/kg wel 0.0300 7.00 100 85-115 ,
Barium 703 mo/kawet 00200 100 103 85-175 �'
' puolicateH008515-DUP11 Soure¢:5810463-26 Preoared:22-Aor-10 Analvzed:23-Aor40 �,
Selenium 0.840 mykg tlry 0.118 0.631 1 20
Silver BRL mg/kg dry 0.178 BRL 20 '.
' Chromium 9.96 mg/kg dry 0.118 9.93 0.2 20 '..
Arsenic 3.45 mg/kg dry 0.178 3.46 0.3 20
Leatl 10800 mg/kg dry 8.86 10500 3 20
Catlmium 0.467 mg/kg tlry 0.0592 0.467 0 20
� Barium 748 mg/kg Ory 0.718 143 3 20 �
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' *Reportable Derec[iort Limi[ BRL=Below Reporting Limit Page 3I of 33
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TCLP Metals by EPA 1311 &6000/7000 Series Methods-Quality Control
' Spike Saur<e %REC RPD
Analyte(s) Result Flag Units •RDL Level Result %REC Limits RPD Limit
'Ratch-l-0OZ967-•�SLY846.1O111A
Blank f1007967-BLK11 preoared 8 Analvzed:15-Aor-10
Lead BRL mg/I 0.0150
LCS 11007967-BS11 Preoared&Analvzetl:15-Aor-10
, Lead 2.31 mg/I 0.0150 2.50 93 85-115
LCS Duo H007967-BS011 Prepared R Analvzed:75-Aor40
Lead 2.35 mg/I 0.0150 2.50 94 85-115 2 20
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' +Reponable Derection Limit BRL=Below Reponing Limi[ Page 32 of 33
1
Notes and Definitions
, BRL Below Reporting Limit-Analyte NOT DETECTED at or above the reporting limit
dry Sample results reported on a dry weight basis
, RPD Relative Percent Difference
A plus sign(+)in the Me[6od Reference wlumn indicates the method is not accredited by NELAC.
' Laboratory Conhol Samole(I.CSI: A known matrix spiked with compound(s)representa[ive of the[arge[analytes,which is used to
document laboratory performance.
, Matrix Duolicate: An intra-laboramry split sample which is used to document the precision of a method in a given sample matrix.
Matrix Soike: An aliquot of a sample spiked wilh a known concentration of target analyte(s). The spiking occurs prior to sample
' preparation and analysis. A matrix spike is used to document[he bias of a method in a given sample matrix.
Method Blank: An analyte-free maVix to which all reagents are added in the same wlumes or proportions as used in sample
processing. The method blank should be carried[hrough the complete sample preparation and analytica(procedure. The method blank
, is used to document contamination resulting from the anatytical process.
Method Detection Limit(MDL): The minimum concentration of a substance that can be measured and reported with 99%confidence
, that the analyte concentration is greater than zero and is detertnined from anatysis of a sample in a given matrix type wn[aining the
analy[e.
Renortable Detection Limit fRDLI: The lowest wncentration thal can be reliably achieved within specified limits of precision and
' accuracy during routine laboratory operating conditions. For many analytes the RDL analyte concentration is selected as the lowes[
non-zero s[andard in[he calibration curve. While the RDL is approximately 5 to IO times the MDL,the RDL for each sample takes
into account the sample volume/weigh[,extracUdigestate volume,cleanup procedures and,if applicable,dry weight wrrection. Sample
, RDLs are highly ma[rix-dependent.
Surzoeate: An organic compound which is similar to the target analyte(s)in chemical wmposition and behavior in the analytical
process,bu[which is not nortnally found in environmental samples. These compounds are spiked into all blanks,standazds,and
, samples prior to analysis. Percent recoveries are calculated for each surtogate.
Continuine Calibration Verification: The calibration relationship established during the initial calibration must be verified at periodic
' Validated by:
Hanibal C.Tayeh,Ph.D.
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This labora(ory repar(is no(valid wilhou(an au(horized signalure an 7he caver page.
, •Reponable Detection Limit BRL=Below Reponing Limit Page 33 of 33
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[�F�ix results when av�iilable in(_) — ` --(_/�_..�_ --_.� ._ ,
�I.I�-IIt.IIIlCSUIIS WI1011:1V:1II1IlI21D_ �� --'�"""'" " �""--^—' � `-�J-..�'��-
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'
��'I ' Report Da[e: � f 6d" Final Report �
24-Jun-1014:15 ,�`t'x�'' � Re-IssuedReport
} �_, �':'.,
�. .�� ❑ Revised Report
�
' - 7�.���.� 1'.:�;
SPECTRUM ANALYTICAL,INC.
Feam.��s
, HANIBAL TECHNOLOGY
Laboratory Report
SP Engineering Technology
, ' P.O.Box 848,45 Congress Street Project: Salem Shoe Factory,Saunders St-Salem,MA
Salem,MA 01970 Project#: 552
� Atm: Bruce Poole
�,I ' Labora[ory ID Client Samole ID at ix Da[e Samoled �a[e Received
SB 13589-01 106026 Soil 09-Jun-10 00:00 1 LJund 0 I5:00
. , SB13589-02 106027 Soil 09-Jun-1000:00 lL7un-1015:00
SB13589-03 106028 Soil 09-Jun-10 00:00 II-1un-10 I5:00
SB13589-04 106029 Soil 09-Jun-10 00:00 l LJun-10 I5:00
i , 5613589-OS 106030 Soil 09-Jum1000:W II-Iun-1015:00
SB 13589-06 106031 Soil 09-Jun-10 00:00 11-Jun-I O I5:00
SB 13589-07 106032 Soil 09-Jun-10 00:00 I I Jun-I O I5:00
� SB13589-08 106033 Soil 09-Jun-1000:00 11-Jun-(OI5:00
SB13589-09 106034 Soil 09-Jun-10 00:00 II-Jun-10 I5:00
I attest that the infortnation contained within the report has been reviewed for accuracy and checked against the quality control
' requirements for each method. These results relate only to the sample(s)as received.
All applicable NELAC requirements have been met.
Massachusetts#M-MA138/MAl 110 Authorized by:
' Connec[icut#PH-0777
Florida#E87600/E87936 �`�,��
Maine#MAI38 ��qyp((p� �
New Hampshire#2538 pC� �
I ' New Jersey#MA01 I/MA012 �� , , �
New York# 11393/I 1840 � x Hanibal C.Tayeh,Ph.D.
Pennsylvania#68-04426/68-02924 PresidenULaboratory Director
' Rhode Island#98 ^
USDA#5-51435 Technical Reviewer's Initiah l �`�
Vermon[#VT-I I393
�I ' Spectrum Analytical holds certification in the State of Massachusetts for the anatytes as indicated with an X in the"Cert."column
within this report. Please note that Ihe State of Massachusetts does no[offer certifica�ion for all analytes.
Please note that this report contains 8 pages of anatytical data plus Chain of Custody document(s). When the Laboratory Report is
indicated as revised,this report supersedes any previously dated reports for the laboratory ID(s)referenced above. Where this report
1 identifies subcontracted analyses,copies of the subwntractor's test report are availab(e upon request This report may not be
reproduced,ezcept in full,without written approval from Spectrum Anatytical,Inc.
� Speclrum Analv�ico(,Inc.is a NELAC accredired labora�ory organimtion and meets NELAC(es�ing slandards (Jse of the NELAGogo However does
�I , no�insure!ha[Spec�rum is currently accredi�ed jor the specific meflrod or ana(yre indimted.P(ease refer to our"Qualiry"web page a�
www.spec(rum-analytical.com far a fiJllisli�ig oJour current cer(ificalions andfie[ds oJaccredimlion.Stafes in which SpecJrum Anafyfiro(,Inc.
, holds NELAC certificatim�are New York,New Hampshire,New Jersey and Florida.All ana(y(ical work for Vola�ile Organic mrd Air ana(ysis are
' transferred�o and candueted at our 830 Silver S�reet lom�ion(N}c(1840,FL-E87936 arcd NJ-MA012).
Please contacllhe Laborolory or Technico!Director af 800J89-91/5 wi(h any questions regarding(he dam conmined in lhis laborp(ory report.
I ,
Headqvarters:11 Almgren Drivc&830$ilvcr Strcct•Agawam.MA 01001•I-800-789-9115•413J89-9018•Fez 413-789-4076
I ' WMM/.5�18C�tl11i1-3n81�iC81.COT Page 1 of 8
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CASE NARRATIVE:
, The samples were received 21.9 degrees Celsius,please refer to the Chain of Cusmdy for details specific ro temperature upon receipt.
An infrared theanomeler with a tolerance of+/-2.0 degrees Celsius was used immediate(y upon receipt of Ihe samples.
' ' ' Sj;A4atrix�pike-0n�li •'u�saet-wgugsEs�-en-the-Ghaix ef�ustedy,mrthAd
criteria may have been fulfilled wi[h a source sample not of this Sample Delivery Group.
MADEP has published a list of anatytical methods(CAM)which provides a series of recommended prorocols for the acquisition,
, anatysis and reporting of analytical data in support of MCP decisions. "Presumptive Certainty"can be established only for those
methods published by[he MADEP in the MCP CAM. The compounds and/or elemenis reported were specifically requested by the
client on the Chain of Custody and in some cases may not incWde the full analyte]ist as defined in Ihe method.
t According to WSGCAM 5/2009 Rev.l,Table 11 A-1,recovery for some VOC analy[es have been deemed potentially difficult.
Although they may still be within the recommended recovery range,a range has been set based on historical conVol limits.
' Some target analytes which are not listed as exceptions in the Summary of CAM Reporling Limits may exceed the recommended RL
based on sample initial volume or weight provided,%moisture content,or responsiveness of a particular analy[e[o purge and[rap
instnunentation.
rSee below for any non-conformances and issues relating to quality control samples and/or sample analysis/matrix.
' SM2540 G Mod.
Samples:
' SBt3589-01 l06026 �
This sample was submitted without an unpreserved sample aliqwt to de[elmine dry weight Per client reques[,[he solid weight
��.�•�F^�^ •^ ==a�^���^•�^�P thr resE�lts an a dry weight Nasis
' %Solids
SB13589-02 106017
' This sample was submitted without an unpreserved sample aliquot to determine dry weight Per clien[request,the solid weight
results from were used to calculate the results on a dry weigh[basis.
%Solids
� SB13589-03 106028
This sample was submitted without an unpreserved sample aliquot to de[ermine dry weight. Per client request,the solid weight
' results fmm were used to calculate the results on a dry weight basis.
%Solids
' SB13589-04 l06029
This sample was submitted without an unpreserved sample aliquot to determine dry weight Per dient request,the solid weight
results from were used to calculate the results on a dry weight basis.
' %Solids
SB13589-OS l06030
' This sample was submitted withou[an unpreserved sample aliquot to determine dry weigh[. Per client request,the solid weight
results from were used lo calculate the results on a dry weight basis.
%Solids
' SB13589-06 106031
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This labora(ory repoe is naf valid wilhou!on aufhorized signamre on!he cover page.
' •Reportable Detection Limit BRL=Below Reporting Limit Page 2 of 8
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SM2540 G Mod.
' Samples: � �
SB13589-06 106031
'�Fs s�e was su mi e w� ou an unpreserve samp e a�quo o e ermme ry weig . er c�en reques, e so i we�g
results from were used to calculate the results on a dry weight basis.
%Solids
' SB13589-07 106032
This sample was submitted without an unpreserved sample aliquot to detertnine dry weight Per client request,the solid weight
, results from were used ro calculate[he results on a dry weight basis.
%Solids
5613589-08 106033 -
' This sample was submifted without an unpreserved sample aliquot to determine dry weighl Per client request,the solid weight
results from were used to calculate[he resul[s on a dry weigh[basis.
%Solids
' SB13589-09 /06034
This sample was submitted without an unpreserved sample aliquot to determine dry weight. Per client request,the solid weight
' results from were used[o calculate the results on a dry weight basis.
%Solids
' SW8466010B
Laboratory Control Samples:
' Lead percen[recoveries(99/I21)are outside individual accep[ance cri[eria,bu[wi[hin overall me[hod allowances. All reported
results of the following samples are considered to have a potentially high bias:
, 106026
106027
106028
106029
' 106030
106031
106032
' 106033
]06034
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This labom(ory repor(is no(valid wi(hou(an oulhorized signature on Ihe cover poge.
' *Reportable De[ection Limi[ BRL=Below Reporting Limi[ Page 3 of 8
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Samole[den[ifica[ion
106026 Client Proiect# Matrix Collection Date/Time Received
, 552 Soil 09-Jun-10 00:00 11-Jun-10
SB I3589-01
CASNo. Ana/yte(s) Resul7 Flag Uni(s *ROL Di/ution MelhodRej. Prepared Analyzed Analyst Ba�ch Ce2
' Tolsl Metals by EPA 6000/7000 Series Methods
7439�924 Lead 3.58 m9/k9dry 1.48 7 SW8466010B 15-Jun40 17-Jun40 JB 1012536
' Ceneral Chemisfry Parameters
%Solids 97.5 SOL % 7 SM2540 G Motl. i6-Jun-'IO 16-Jun-10 VK 1012729
' Samole Iden[ification
106027 Client Proiect# Matrix Collection Date/Time Received
SB13589-02 552 Soil 09-Jun-1000:00 II-]un-10
' CASNa. AnNyte(s) Resu/� Flag Units •RDL Di/u�ion MelhodRef. Prepared Analyud Anolyst Batch Cer�.
Total Metals by EPA 6000/7000 Series Methods
�a39-924 Lead 16.0 m9/kgdry 1.46 1 SW84660108 iSJun40 17-Jun-10 JB 1012536
' General Chemistry Parame[ers �
h Solids 97.0 SOL % 1 SM2540 G Mod. 1EJun-10 i6-Jun-10 VK 7012729
' Samole Identification � �
106028 Client Proiect# Matrix Collection Date/Time Received
552 Soil 09-Jun-10 00:00 11-1un-10
SB13589-03
' CASNo. Analy(e(s) Resutr Flag Units •ROL Dilulion MefhodRef. Prepared Analyz¢d Analyst Ba7ch Cert
Total Metals by EPA 6000/7000 Series Methods
� 743&92�1 Lead 294 mg/kgdry 1.57 1 SW8466010B 1SJun-70 17-Jun-10 JB '1012536
Ceneral CM1emistry Parame[ers
%Salids 92.9 SOL % 1 SM2540 G Motl. iGJun-70 16-Jun-10 VK 1012729
tSamole Identi£cation
Client Proiect# Matrix Collection Date[Time Received
106029 � � � —
552 Soil 09-]un-10 00:00 11-]un-10
, SB13589-04
CASNo. Analyle(s) ResuU Flag Unils *RDL Di(ufion MethodRef. Prepared Analyzed Analys7 Batch CerG
' Total Me[als by EPA 6000/7000 Series Methods .
7439-92-1 Lead 6.84 mg/kgdry 1.58 1 SW84660108 15-Jun-10 17-Jun-10 JB 1012536
Genenl Chemistry Parame[ers
' %Solitls 90.8 SOL % 1 SM2540 G Mod. 1GJun-10 16Jun-10 VK 1012729
Samole Identification
Clien[Proiect# Matrix Collection Da[e/Time Received
' 106030 — � � �
552 Soil 09-Jun-10 00:00 I1-Jun-l0
SB13589-OS
CASNa. Anolyte(s) Resu(t Flag Units `ROL Dilution MelhodRef. Prepored Ano!}zed Analys7 Batch Ce�C
' Total Me[als by EPA 6000/7000 Series Methods
7a39-92-i Lead 257 mg/kgdry 1.54 1 SW8466010B 15-Jun-70 17-Jun40 JB 1012536
' Ceueral Chemis[ry Parameters
h Solids 91.8 SOL % 7 SM2540 G Mod. 16-Jun-10 76-Jun-10 VK 1012729
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This(a6oro(ory repor!is not valid wifhout on ou(/iorized signoJure on 7he cover page.
1 •Reportable Detection Limit BRL=Below Reporting Limit Page 4 of 8
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Samole Identification
106031 Client Proiect# Matrix Collection DateITime Received
' SB13589-06 552 Soil 09-Jun-10 00:00 11-Jun-10
CASNo. Ana/yte(s) Resu!! F/ag Units •ROL Dilufion MethodRef. Prepared Ana(yted Ana/ysf Bnlch Cert.
� Total Metals by EPA 6000/7000 Series Methods
7a39-92-7 Lead 14.5 mg/kgdry 1.58 7 SW84660108 75-Jun-10 17-Jun-10 JB 1012536
' General Chemistry Paramefers
k Solitls 92.0 50� % 1 SM2540 G Mod. 16-Jun-10 1&Jun-10 VK 1012729
Samole Identifica[ion
' 106032 Client Proiect# Matrix Collection DatelCime Received
552 Soil 09-Jun-1000:00 Il-]um10
SB13589-07
� CASNo. AnolyJe(s) Result F(og Uni(s *ROL Dilution MethodRej. Prepared Anolyied Ana/ysf Batch Cerl.
Total Melals by EPA 6000/7000 Series Me[hods
Ia39-92-t LeaO 365 mg/kgtlry 1.53 1 SW8466010B 15-Jun-70 77-Jun-10 J8 1012536
' General Chemistry Parametera
%Solids 94.3 SOL % 1 SM2540 G Motl. 16Jun-10 16-Jun-10 VK 1012729
, Samole Identification
106033 Client Proiect# Matrix Collection Date/Time Received
552 Soil 09-1un-]0 00:00 I1-Jun-10
SB 13589-08
' CASNa. Ana/yle(s) Resu/f Flog Units *ROL DilaJion MethodRej. Prepared Analyted Analys� Batch Cert.
Total Metals by EPA 6000/7000 Series Methods
' 7439-92-1 Lead 25.0 mg/kgdry 7.49 1 SW8466010B 1SJun-10 77-Jun-10 JB 701253fi
General Chemis[ry Parameters
%Solids 94.5 so� % 1 SM2540 G Mod. 16Jun-10 1GJun-10 VK 1012729
tSamole Identification
106034 .Client Proiect# Ma[rix Collection DatefCime Received
552 Soil 09-Jun-10 00:00 11-Jun-10
, SB13589-09
CASNo. Analyfe(s) Resu7! Flag Units *RDL Di/ution MeJhodRej. Prepared Anal�zed Andys! Ba(ch Cerf.
' To[al Me[als by EPA 6000/7000 Series Methods
7a39-92-i Lead 12.8 mg/kg dry 1.50 1 SW846 6010B 16Jun-10 17-Jun-10 JB 1012536
Cenenl Chemis[ry Parameters
, %Solitls 95.9 SOL % 1 SM2540 G Motl. 16-Jun-10 1GJun-10 VK 1012729
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This laDo�alory report is no!vplid wilhouf on oulhorized signa(ure on(he rover page.
' •Reportable Detection Limit BRL=Below Reporting Limit Page 5 of 8
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Total Metals by EPA 6000/7000 Series Methods-Quality Con[rol
' Spike Souree %REC RPD
Malyte(s) Resul[ Flag Uni�s •RDL Level Result %REC Limics RPD Limit
�aGJi1012536—S1Y846.3050B
Blank(1012536-BLK11 Preoaretl:l6Jun-10 Analvzed:l7-Jun-10
Leatl BRL mg/kg wet 1.48
Reterence(101P536SRM11 Prepared:l5-Jun-70 Analvzed:l7-Jun-10
' Lead 54.4 mg/kg wet 1.50 55.2 99 80.3-119.6
ReterencefW725�6-SRMTI Prgoared:l5-Jun-10 Analvzed:V-Jun-10
Lead 65.0 OM9 mg/kg wel 1.50 53.9 121 80.3-119.6
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This laboratory repor!is no!vafid withou(an authari¢edsigna(ure on Jhe cover page.
' •Reportable Detection Limit BRL=Below Reponing Limit Page 6 of 8
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Notes and Definitions
' QM9 The spike recovery for this QC sample is outside the established control limits.The sample results for the QC batch were
accepted based on LCS/LCSD or SRM recoveries within the control limits.
SOL This sam le was submitted without an un reserved sam le ali uot to determine d wei ht. Per client re uest the solid
weight results from were used to calculate the results on a dry weight basis.
BRL Below Reporting Limit-Analyte NOT DETECTED at or above Ihe reporting limit
' dry Sample resul[s reported on a dry weight basis
NR Not Reported
RPD Relative Percent Difference
, A plus sign(+)in the Me[hod Reference column indicates the method is not accredited by NELAC.
Laboramry Control Samole(LCSI: A known matrix spiked with compound(s)representative of the target analytes,which is used to
, document laboratory perFormance.
Matrix Dunlicate: An intra-labontory split sample which is used to document the precision of a me[hod in a given sample matrix.
' Matrix Snike: M aliquot of a sample spiked with a known wncentration of target analyte(s). The spiking occurs prior to sample
preparation and analysis. A matrix spike is used to document[he bias of a method in a given sample mahix.
� � Method Blank: An analyte-free matriz to which all reagents are added in the same wWmes or proportions as used in sample
processing. The me[hod blank should be carried through the complete sample preparation and analy[ical procedure. The method blank
is used[o document contamination resulting from the analy[ical process.
' Method De[ection Limit(MDLI: The minimum concentration of a substance that can be measured and reported with 99%confidence
tha[the analyte concenhation is greater than zero and is determined from analysis of a sample in a given matrix type containing the
analyte.
' Reoortable Detection Limit(RDLI: The lowest concentration tha[can be reliabty achieved within specified limits of precision and
accuracy during routine laboratory operating conditions. For many analytes the RDL analyte concentration is selected as the lowes[
mn-zero standard in[he calibration curve. While the RDL is approximately 5 to 10 times Ihe MDL,the RDL for each sample takes
' into account Ihe sample volume/weight,extracUdigestate volume,cleanup procedures and,if applicable,dry weight coaection. Sample
RDLs are highly matrix-dependent.
' Surtoeate: An organic compound which is similar ro the target anatyte(s)in chemical composition and behavior in the analytical
process,but which is not nortnally found in environmental samples. These compounds are spiked into all blanks,standards,and
samples prior to analysis. Percent recoveries are calcula[ed for each surtogate.
I ' Continuine Calibration Verification: The calibration relationship established during the initial calibration must be verified at periodic
Validated by:
� , Hanibal C.Tayeh,Ph.D.
June O'Connor
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This loboramry seporl is not vnfid without am aufhorized signature on the cover page.
��I, "Reponable De[ec[ion Limit BRL=Below Reporting Limit Page 7 of 8
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MassDEP Analytical Protocol Certification Form
, Laboratory Name: Specwm Analytical,Inc. Project H:552
Prqect Location: Salem Shoe Factory,Saunders Sf-Salem,MA RTN:
�s orm prov� es cer ��ca�o—C ns fo�the foilowmg a a se : �kS-Bi3589-
Matrices: Soil
CAM Pro[ocol
, 8260 VOC 7470/7471 Hg MassDEP VPH 8081 Pesticides 7196 Hex Cr MassDEP APH
CAM II A CAM III B CAM IV A CAM V B CAM VI B CAM IX A
' 8270 SVOC 7010 Metals MassDEP EPH 8151 Herbicides 8330 Explosives TO-15 VOC
CAM II B CAM III C CAM IV B CAM V C CAM VID A CAM IX B
6010 Metals 6020 Metals 8082 PCB 90I4 Total 6860 Pemhlornte
✓ ' C anide/PAC
, CAM III A CAM Ill D CAM V A y CAM VIIi B
CAM Vi A
Affirmalive respanses to ques[ions A(hrough F are required for"Presumpfive Certarnty"s[atus
Were all samples received in a condition consistent with those described on the Chain of Custody,pmperty
� A preserved(including temperature)in the field o�laboratory,and prepared/analyzed within method holding Yes �/ No
times?
Were the analytical method(s)and all associated QC requirements specified in the seiec[ed CAM
, B protocol(s)followed? ✓ Yes No
Were all required corcective actions and analytical response actions specified in the selected CAM
C protocol(s)implemented for all identified perfortnance standard non-confortnances? ✓ Yes No
' Does the labora[ory report comply with all[he reporting requirements specified in CAM VD A,"Quality
� Assurance and Quality Control Guide(ines for Ihe Acquisition and Reporting of Malytical Data"? ✓ Yes No
' a.VPH,EPH,and APH Me[hods only:Was each method conducted without significant modi6cat�on s? es o
E b.APH and TO-IS Methods only:Was the complete analy[e list reported for each method? ves No
Were all applicable CAM protocol QC and perforniance standard non-confonnances identified and
' F evalua[ed in a laboratory narrative(including all"No"responses to questions A through E)? ✓ Yes No
Responses to questions C,H and/below are required jor"PresumpNve Certainty"status
G Were the reponing limits a[or below all CAM reporting limits specified in[he selected CAM protocol(s)? ✓ Yes No
� Da(a User Note:Dam Iho(achieve"Presumpfive Cerfainty"slafus may nof necessasily meet Jhe data uso6iliry and represenmtiveness
requirements Aescribed in 310 CMR 40.1056(2)(kJ and WSC-07d50.
� H Were all QC performance standards specified in the CAM protocol(s)achieved? Yes ✓ No
I Were results reported for Ihe complete analyte list specified in the selected CAM promcol(s)? Yes ✓ xo
' A!!negalive responses are addressed in o case norrofive an Jhe cover poge o/(his repar(.
I,(he undersigned,attes!unde�the poins and penalties of perjury thut,6ased upon my persona!inquiry of ihose responsible for abloininglhe
informotion,the mulerial contained in(his anolyfica!repor!is,to the best of my know/edge ond be(ief,accurate and complete
' ��
IV r
' Hanibal C.Tayeh,Ph.D.
PresidenVLaboratory Director
- Date:6/24/2010
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This labaraJory repor�is no1 valid withou!nn aufhorizedsignolure on fhe cover poge.
' •Reportable Derection Limit BRL=Below Reporting Limit Page 8 of 8
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31'A7IAWANAfYtICdI.IMC. ' All 'I'ATe su6jen In le6ornlary 'npp(oval.
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' Waste Disposal Documentation
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MAR-29-1996 22�51 P.02i06
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Please fint w type.(Form deai �d fw use on eIHB(12• IICh t J fam ved,OMB No.205a0U39
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'
i i-���;�,..
� 108 Derby Street, Solem, MA 0197'0
�
� December 7>2009
�fr.Bruce Poole
' SP Engineering, Inc.
AS Congess Street
Salem,MA 019�0
' Re: Authorization Letter for Former Salem SLoe Factory
8 Pearl Street,Salem,MA
' Aeaz Mr. Poole,
' Please be advised that as of receipt of this letter by facsim�ile, I give my approval
for SPEn�i�t¢erinr.InG to sign"as agent for"on behalf of J.G.&G. Trust with regards
to all manifest/shipping documentation as well as sm profile amendments as nceded to
t complete the agreed upon site remediation at the Fonner Salem Shoc Factory on 8 Pearl .
Street in Salem, MA.
' T ac�owledge and agree that S'P Exgineeru�1'irc assumes.none of the
associated responsibility tbat goes along with this sigaature and that:J.G BcG. Trust still
retains all the associated respoasibility as the generator of the material being shipped.
, Sineerely, '
' (Geaerator Signariue)
, Grrm��_�l��l (Printed Name) .
v�.s _ (Title)
1 i�"�p �q (�)
1
1 ..., .
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11
,
'
'
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APPENDIX C
, Public Involvement Notifications
�
'
t
'
1
1
'
1
,
� pe�� '�
'' 'PENNONI ASSOCIATES INC. I
CONSYLTING ENGINEERS ,
' SPEG 0805
' June 29, 2010
, Mayor Kimberley Driscoll
Salem City Hall
' 93 Washington Street
Salem, MA 01970
' Re: Public Notification
Release Abatement Measure Status Report
Former Salem Shoe Factory
8 Pearl Street
' DEP RTN 3-23213
Dear Mayor Driscoll:
' Pursuant to the .requirements of the Massachusetts Contingency Pian (MCP), 310 CMR
40.1403 (3), this letter is being sent to provide notification that a Release Abatement Measure
' (RAM) tatus eport or t e a ove-re erence oca ion as een su mi e o e
Massachusetts Department of Environmental Protection (DEP).
' A copy of this document is. available for review on the MassDEP Waste Site/Reportable
Releases website (http://db.state.ma.us/dep/cleanup/sites/search.asp) or may be obtained or
reviewed by appointment at the DEP Northeast Regional Office, Bureau of Waste Site Cleanup,
, 205B Lowell Street, Wilmington; MA 01887 by calling (978) 694-3200.
If you have any questions regarding this notification or require additionai information, please
contact the undersigned at (978) 749-9929.
' Sincerely,
' PENNONI ASSOCIATES INC. �
�,p.nr.�� \ . 9��
' Dennis P. Giustra, E., LSP
Senior Engineer
'
1
1
100 Burtt Road � Suite 120 • Andover, MA 01810 • Tel: 978•749•9929 . Fax: 978•749•9920
, 93 Stiles Road • Suite 201 • Salem. NH 03079 • Tel: 603•226•1950 • Fax: 603•226•3235
. www.pennoni.com
� Pe�i
'�' �PENNONI ASSOCIATES INC.
CONSULTING ENGINEERS
ISPEG 0805
' June 29, 2010
'` Ms, Joanne Scott, Health Agent
120 Washington Street
' 4'" Floor
Salem, MA 01970
' Re: Public Notification
Release Abatement Measure Status Report
Former Salem Shoe Factory
8 Pearl Street
' DEP RTN 3-23213
Dear Ms. Scott:
' Pursuant to the requirements of the Massachusetts Contingency Plan (MCP), 310 CMR
40.1403 (3), this letter is being sent to provide notification that a Release Abatement Measure
' (RAM) Status Report for the above-referenced location has been submitted to the
Massachusetts Department of Environmental Protection (DEP).
, A copy of this document is available for review on the MassDEP Waste Site/Reportable
Releases website (http://db.state.ma.us/deo/cleanuo/sites/search.aso) or may be obtained or
reviewed by appointment at the DEP Northeast Regional Office, Bureau of Waste Site Cleanup,
' 2056 Lowell Street, Wilmington; MA 01887 by calling (978) 694-3200.
If you have any questions regarding this notification or requi�e additional information, please
contact the undersigned at (978) 749-9929.
' Sincerely,
' PENNONI ASSOCIATES INC.
�.,�.� P.
� Dennis P. Giustra, .E.,��
Senior Engineer
'
'
'
I00 Bur[t Road • Suite 120 � Andover, MA 01810 • Tel: 978•749.9929 . fax: 978.749.9920
' 93 Stiles Road • Suite 201 • Satem, NH 03079 • Tel: 603•226•1950 • Fax: 603•226�3235
. . www.pennoni.com
. : :
Massachusetts Department of Environmental Protection gWSC106
Bureau of Waste Site Cleanup
Release Tracking Number
RELEASE ABATEMENT MEASURE (RAM)
TRANSMITTAL FORM � - 23213
Pursuant to 310 CMR 40.0444-0446(Subpart D)
A SITE LOCATION:
1. Site Name/Location Aid: FMR SALEM SHOE FACTORY
2. Street Address: $ PEARL ST
3. CitylTown: SALEM 4. ZIP Code: 01970-0000
5. UTM Coordinates: a. UTM N: 4710309 b. UTM E: 344613
Q 6. Check here if a Tier Classification Submittal has been provided to DEP for this disposal site. �
� a. Tier IA ❑ b. Tier IB � c. Tier IC Q✓ d. Tier II
7. If a Tier I Permit has been issued,provide Permit Number:
B.THIS FORM IS BEING USED TO: (check all that apply)
1. List Submittal Date of Initial RAM Plan(if previously submitted): 09/25/2003
(mmldd/yyyy)
� 2. Submit an Initial Release Abatement Measure(RAM)Plan.
a. Check here if the RAM is being conducted as part of the construction of a permanent structure. If checked,you must
� specify what type of permanent structure is to be erected in or in the immediate vicinity of the area where the RAM is to
. be canducted.
b.Specify type of permanent structure: (check all that apply) � i.School � ii. Residential � iii.Commercial
❑ iv. lndustrial � v.Other Specify:
� 3. Submit a Modified RAM Plan of a previously submitted RAM Plan.
� 4. Submit a RAM Status Report.
� 5. Submit a Remedial Monitoring Report. (This repoR can only be submitted through eDEP,concurrent with a RAM Status
ReportJ
a.Type of Report:(check one) � i. Initial Report � ii. Interim Report � iii. Final Report
b. Number of Remedial Systems and/or Monitoring Programs:
A separate BWSC106A, RAM Remedial Monitoring Report,must be filled out for each Remedial System
and/or Monitoring Program addressed by this transmittal form.
Q 6. Submit a RAM Completion Statement.
� 7. Submit a Revised RAM Completion Statement.
8. Provide Additional RTNs:
� a. Check here if this RAM Submittal covers additional Release Tracking Numbers (RTNs). R7Ns that have been
previously linked to a Primary Tier Classified RTN do not need to be listed here. This section is intended to allow a
RAM to cover more than one unclassified RTN and not show permanent linkage to a Primary Tier Classified RTN. -
b. Provide the additional Release Tracking Number(s) ❑ _ � ❑ _ �
covered by this RAM Submittal.
(All sections of this trensmittal form must be filled out unless otherwise noted above)
Revised: 2/16/2005 Page 1 of 6
. . .,
Massachusetts Department of Environmental Protection
Bureau of Waste Site Cleanup BWSC106
RELEASE ABATEMENT MEASURE (RAM) Release Tracking Number
TRANSMITTAL FORM � - 23213
Pursuant to 310 CMR 40.0444-0446(Subpart D) ,
C. RELEASE OR THREAT OF RELEASE CONDITONS THAT WARRANT RAM: '��,
1. Identiy Media lmpacted and Receptors Affected: (check all That apply)
� a. Air � b. Basement � c. Critical Exposure Pathway � d. Groundwater � e. Residence
� f. Paved Surface � g.Private Well � h. Public Water Supply � i. School � j. Sediments
✓� k. Soil � I. Storm Drain � m. Surface Water � n. Unknown � o. Wetland � p. Zone 2
� q. Others Specify:
2. Identify all sources of the Release or Threat of Release,if known: (check all that apply)
� a. Above-ground Storage Tank(AST) � b. BoaWessel ❑ c. Drums � d.Fuel Tank
� e. Pipe/Hose/Line � f. Tanker Truck � g. Transformer � h. Under-ground Storage Tank(UST)
� i. Vehicle ✓� j. Others Speciry: URBAN FILL/ASH DUMPING
3. Identify Oils and Hazardous Materials Released: (check all that apply)
� a. Oils � b. Chlorinated Solvents �✓ c.Heary Metals
� d. Others Speciy:
D. DESCRIPTION OF RESPONSE ACTIONS: (check all that apply,for volumes list cumulative amounts)
�✓ 1. Assessment and/or Monitoring Only � 2. Temporary Covers or Caps
� 3. Deployment of Absorbent or Containment Materials � 4. Temporary Water Supplies
� 5. Structure Venting System � 6. Temporary Evacuation or Relocation of Residents
� 7. Product or NAPL Recovery � 8. Fencing and Sign Posting
❑ 9. Groundwater Treatment Systems � 10. Soil Vapor Extrac[ion
� 11. Bioremediation � 12. Air Sparging
Revised: 2/16/2005 Page 2 of 6
Massachusetts Department of Environmental Protection
Bureau of Waste Site Cleanup BWSC106
RELEASE ABATEMENT MEASURE (RAM) Release Tracking Number
TRANSMITTAL FORM O _ 23213
Pursuant to 310 CMR 40.0444-0446(SubpaA D)
D. DESCRIPTION OF RESPONSE ACTIONS(coM.): (check all that apply,for volumes list cumulative amounts)
Q✓ 13. Excavation of Contaminated Soils
❑✓ a. Re-use,Recycling or Treatment ❑ i.On Site Estimated volume in cubic yards
,/ ii.Off Site Estimated volume in cubic yards 940
iia.Receiving Facility: AGGREGATE RECYCLING ToW�. ELIOT State: ME
iib.Receiving Facility: ENVIRONMENTAL QUALITY To,�,�. DETROIT State: M�
iii.Describe:
� b. Store � i.On Site Estimated volume in cubic yards
� ii.Off Site Estimated volume in cubic yards
iia.Receiving Facility: Town: State:
iib.Receiving Facility: Town: � State:
✓� c. Landfill
� i.Cover Estimated volume in cubic yards
Receiving Facility: Town: State:
�/ ii. Disposal Estimated volume in cubic yards 90
Receiving Faciliry: P�NE TREE LANDFILL Town: HAMPDEN State: ME
� 14. Removal of Drums,Tanks or Containe
a. Describe Quantity and Amount:
b. Receiving Facility: Town: State:
c. Receiving Facility: Town: State:
� 15. Removal of Other Contaminate
a.Specify Type and VOlume:
b.Receiving Facility: Town: State:
c.Receiving Facility: Town: State:
� 16. Other Response Actions:
Describe:
❑ 17. Use of Innovative Technologies:
Describe:
Revised: 2/16/2005 Page 3 of 6
. 4
Massachusetts Department of Environmental Protection
Bureau of Waste Site Cleanup BWSC706
RELEASE ABATEMENT MEASURE (RAM) Release Tracking Number
TRANSMITTAL FORM 3� - 23213
Pursuant to 310 CMR 40.0444-0446(Subpart D)
E. LSP SIGNAiURE AND STAMP:
I attest under the pains and penalties of perjury that I have personally examined and am familiar with this transmittal form,
including any and all documents accompanying this submittal. In my professional opinion and judgment based upon application
of(i)the standard of care in 309 CMR 4.02(1),(ii)the applicable provisionsof 309 CMR 4.02(2)and(3),and 309 CMR 4.03(2),and
(iii)the provisions of 309 CMR 4.03(3),to the best of my knowledge, information and belief,
> if Section B of this form indicates that a Release A6atement Measure Plan is being submitted,the response action(s)that is
(are)the subject of this submittal(i)has(have)been developed in accordance with the applicable provisions of M.G.L.c.21 E and
310 CMR 40.0000, (ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in
the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000 and(iii)comply(ies)with the identified provisions of all orders,
permits,and approvals identified in this submittal;
> if Section 8 of this form indicates that a Re/ease Abatement Measure Status Report and/or Remedial Monitoring Report is
being submitted,the response action(s)that is(are)the subject of this submittal(i)is(are)being implemented in accordance
with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the
purposes of such response action(s)as set foRh in the applicable provisions of M.G.L.c.21E and 310 CMR 40.0000 and(iii)
comply(ies)with the identified provisions of all orders,permits,and approvals identified in this submittal;
� > if Section 8 of this form indicates that a Release Abatement Measure Completion Statement is being su6mitted,the response
action(s)that is(are)the subject of this submittal(i)has(have)been developed and implemented in accordance with the �..
applicable provisions of M.G.L.c.21E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes ��
of such response action(sj as set foRh in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000 and(iii).comply(ies)
with the identified provisions of all orders,permits,and approvals identified in this submittal:
I am aware that significant penalties may result,including,but not limited to, possible fines and imprisonment,if I submit
information which I know to be false,inaccurate or materially incomplete.
t. LSP#: 7051
2. First Name: DENNIS 3. Last Name: GIUSTRA
4. Telephone: (978)749-9929 5. Ext.: � 6. FAX:
7. Signature: DENNIS GIUSTRA
��h of Mag
8. Date: 9128/2010 —� 9. LSP Stamp: at�e �^��
(mMddlyyyy) o �
� Electronic �
� Seal .o
�
's`�dSite P�Ote��`
Revised: 2/16/2005 Page 4 of 6
Massachusetts Department of Environmental Protection
Bureau of Waste Site Cleanup BWSC106
RELEASE ABATEMENT MEASURE (RAM) Release Tracking Number
TRANSMITTAL FORM 3� - 23213
Pursuant to 310 CMR 40.0444-0446(Subpart D)
F. PERSON UNDERTAqNG RAM:
1. Check all that apply: � a.change in contact name � b.change of address � c. change in the person
undertaking response actions
2. Name of Organization: �G&G TRUST
3. Contact First Name: GEORGE 4. Last Name: FALLON
5. Streek 208 DERBY STREET 6.Title:
SALEM MA 01970-0000 II'
7. City/Town: 8. State: 9. ZIP Code: i
10. Telephone: (978)745-2004 ��.6ct.: � g FAX: I
G. RELATIONSHIP TO RELEASE OR THREAT OF RELEASE OF PERSON UNDERTAICING RAM:
Q 1. RP or PRP Q a. Owner � b. Operator � c. Generator � d. Transporter I'I
� e. Other RP or PRP Specify: ��,
� 2. Fiduciary,Secured lender or Municipality with Exempt Status(as defined by M.G.L.c.21 E,s.2) '�.
� 3. Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21 E,s.5Q)) ��
� 4. Any Other Person Undertaking RAM Specify Relationship:
H.REQUIRED ATTACHMENT AND SUBMIITALS:
1.Check here if any Remediation Waste,generated as a result of this RAM,will be stored,treated,managed,recycled or
� reused at the site following submission of the R,4M Completion Statement. You must submit a Phase IV Remedy
Implementation Plan along with the appropriate transmittal form(BWSC108).
2. Check here if the Response Action(s)on which this opinion is based,if any,are(were)subject to any order(s), permit(s) ��
� and/or approval(s)issued by DEP or EPA. If the box is checked,you MUST attach a statement identifying the applicable
provisions thereof.
a3. Check here to certiTy that the Chief Municipal Officer and the Local Board of Health have been notified of the
implementation of a Release Abatement Measure.
� 4. Check here if any non-updatable information provided on this form is incorrect,e.g.Release Address/Location Aid. Send
corrections to the DEP Regional Office.
� 5. If a RAM Compliance Fee is required for this RAM,check here to certify that a RAM Compliance Fee was submitted to
DEP, P.O.Box 4062,Boston,MA 02211.
Q✓ 6. Check here to ceRify that the LSP Opinion containing the material facts,data,and other information is attached.
Revised: 2/16/2005 Page 5 of 6
Massachusetts Department of Environmental Protection I
Bureau of Waste Site Cleanup BWSC106 I
RELEASE ABATEMENT MEASURE (RAM) Release Tracking Number
TRANSMITTAL FORM � - 23213 '
Pursuant to 310 CMR 40.0444-0446(Subpart D)
I. CERTIFlCATION OF PERSON UNDERTAKING RAM:
� 1. I GEORGE FALLON ,attest under the pains and penalties of perjury(i)that I have personally ��
examined and am familiar with the information contained in this submittal, including any and all documents accompanying this
transmittal form,(ii)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,and(iii)
that I am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. I/the person or
entity on whose behalf this submittal is made am/is aware that there are significant penalties,including, but not limited to,
possible fines and imprisonment,for wilifully submitting false,inaccurate,or incomplete information.
2. By: GEORGE FALLON �
3. Title: '�.
Signature
JG&G TRUST 9128/2010
4. For: 5. Date:
(Name of person or entity recorded in Section F) (mm/dd/yyyy)
� 6. Check here if the address of the person providing certification is different from address recorded in Section F. I
7. Street:
8. CitylTown: 9. State: � 10. ZIP Code: �
11. Telephone: 12.Ext.: � 13. FAX: . I
YOU ARE SUBJECT TO AN ANNUAL COMPLIANCE ASSURANCE FEE OF UP TO$70,000 PER
BILLABLE YEAR FOR THIS DISPOSAL SRE. YOU MUST LEGIBLY COMPLEIE ALL RELEVANT
SECTIONS OF THIS FORM OR DEP MAY RERIRN THE DOCUMENT AS INCOMPLEfE. IF YOU
SUBMIT AN INCOMPLETE FORM,YOU MAY BE PENALIZED FOR MISSING A REQUIRED DEADLINE
Date Stamp(DEP USE ONLY:)
Received by DEP on
9/28/2010 7:24:24 PM
Revised: 2/16/2005 Page 6 of 6
� � pe��
, PENNONIA[SOOAiESINC.
CONSIILTINO lNOIN88R5
1
t RELEASE ABATEMENT MEASURE
COMPLETION REPORT
' FORMER SALEM SHOE FACTORY
8 PEARI STREET
� SALEM, MA 01970
DEP RTN 3-23213
�
�
Pennoni Project No. SPEG 0805
'
' Prepared for.
Mr. George Fallon
' J.G. 8 G.Trust
208 Derby Street
� Salem, MA 01970
'
�
Prepared by:
, Pennoni Associates Inc.
100 Burtt Road, Suite 720
, Andover, MA 01810
(978) 749-9929
,
, September 24, 2010
,
100BurctRoad • Suite120 • Andover. MA01810 • Te1: 978•749•9929 • Fax: 978•749•9920
, 93 Stiles Road • Suite 201 • Salem,NH 03079 • iel: 603•226•1950 • Fax:603•226•3235
www.pennoni.com
'
I ' TABLE OF CONTENTS
' 1.0 INTRODUCTION .................................................................................................................1
2.0 SITE DESCRIPTION AND ENVIRONMENTAL CONDITIONS..........................................1
, 3.0 BACKGROUND...................................................................................................................2
4.0 SUMMARY OF RAM ACTIVITIES.......................................................................................4
, 4.1 Excavated Soils Management........................................................................................4
4.3 Confirmatory Soil Sampling &Analyses......................................................................6
� 4.4 Monitoring Well Sampling &Analyses .........................................................................6
5.0 MANAGEMENT OF REMEDIATION WASTE.....................................................................7
� 5.1 Current Status.................................................................................................................7
5.2 Previous Documentation of Waste Disposal...............................................................7
, 6.0 FUTURE SITE ACTIVITIES.................................................................................................7
7.0 SUMMARY OF FINDINGS AND CONCLUSIONS.............................................................7
' 8.0 LSP OPINION......................................................................................................................8
, FIGURES
Figure1 .................................................................................................................... Site Locus Map
, Figure 2.............................................................................................................................. Site Plan
Figure 3................................................................................................... Soil Removai Plan (Lot 1)
Figure 4................................................................................................... Site Removal Plan (Lot 2)
ITABLES
� Table 1 .............................................................. Summary of Soil Analytical Results (Lot 1) - Lead
Table 2............................................................... Summary of Soil Analytical Results (Lot 2) - Lead
' APPENDICES
Appendix A..................................................................................Soil Laboratory Ana�ytical Reports
, APPendix B......................................................................................Waste Disposal Documentation
Appendix B........................................................................................ Public Notification Documents
'
,
' �
RAM Completion Report September 24,2010
8 Pearl SVeet,Salem, RTN&23213
, F:IProjectslSPEG/Saleml8 PeaA StreetIRAM Campletion RepoA.doc
'
, 1.0 INTRODUCTION
' On behalf of J.G.&G.Trust, Pennoni Associates Inc.(Pennoni)has prepared the foilowing Release
Abatement Measure (RAM) Compietion Report for portions of the former Salem Shoe Factory
property located at 8 Pearl Street in Salem, Massachusetts(the Site). A Site Locus Map is provided
' as Figure 1. The Massachusetts Department of Environmental Protection(DEP)identifies the Site
under Release Tracking Number (RTN) 3-23213. A RAM Plan was prepared for the Site in
September 2003 to facilitate, in accordance with the Massachusetts Contingency Plan(MCP),310
, CMR 40.0000, the excavation and off-site disposal of additional ash and impacted soils from the
Site, originated under a Limited Removal Actian (LRA).
' This report has been prepared in accordance with the MCP, 310 CMR 40.0446, to document the
completion of RAM activities at the Site. RAM activities through June 2010 have been documented
in RAM status reports previously submitted to the DEP. RAM Transmittal Form (BWSC-106) has
been submitted concurrently with this report following DEP procedures for electronic submittals.
� 2.0 SITE DESCRIPTION AND ENVIRONMENTAL CONDITIONS
' The Site is listed as 8 Pearl Street in Salem, Essex County,Massachusetts,but is actually located at
the end of Saunders Street in an area of mixed, multi-family, residential properties. The Site is
iden6fied as Lot 87 on Map 36 at the City of Salem Assessors office. The property, approximately
' 1.21 acres in size, is comprised of unoccupied land which previously made up a poRion of the
Fortner Salem Shoe Factory parcel. That parcel was subdivided into six lots before the
Commonwealth initiated the taking of a portion of the Site under eminent domain for the Bridge
' Street Bypass project. Currently,the J.G.&G.Trust portion of the Site includes Lots 1 and 2,which
are the subject of recently completed RAM activities. A Site Plan showing the property layout is
provided as Figure 2.
' The Universal Transverse Mercator(UTM) and latitude and longitude coordinates for the Site, as
derived from the Salem, Massachusetts(1987) United States Geological Survey(USGS), 7.5 x 15
minute series, topographic quadrangle map (Figure 1), are as follows:
' UTM Coordinates Latitude and Longitude Coordinates
N 4,710,101 42° 31'46.7"N
, E 344,579 70°53' 32.5"W
Presently,the Site consists of the two vacant lots,adjacent to the new bypass roadway and related
, improvements. Beyond the roadway are the MBTA commuter raiiroad tracks which run north-south
along the North River,a tidal estuary located at a much lower elevation,approximately 100 feet west
of the Site. Prior to construction of the new roadway, Pearl Street and Saunders Street extended
down to the railroad tracks. PropeRies to the north, east and south of the Site are primarily
' residential in nature.
Current human receptors to the Site primarily include trespassers, although future residential
' development could increase human exposure pathways. There are no known pr�schools,daycare
facilities, or institutions in the Site vicinity. The area is serviced by municipai water and sewer lines.
There are no known private or public drinking water supply wells within one half mile of the Site.
' The property is not located in a Current Drinking Water Source Area, Potential Drinking Water
Source Area, Interim Wellhead Protection Area, or Potentially Productive Aquifer. MCP
groundwater categories GW-2 and GW-3 are applicable to the Site. There are no protected open
' �
RAM Completion Report September 20,2010
8 Pearl Street,Salem, RTN 3-23213
' F:/ProjectslSPEG/Salem/8 Pearl Sheet/RAM Completion Report.doc
'
, spaces, areas of critical environmental concern, or wetlands in the Site vicinity; however, the
westem edge of Lot 2 is located within the 200 foot rivertront boundary. The nearest environmental
' receptor and closest surface water body is the North River, approximately 100 feet to the west.
3.0 BACKGROUND
, The former Salem Shoe Factory was built on the property in 1880. The area around the subject
property had been developed as early as the 1700s with maritime uses and small docks located
' along Collins Cove, part of the North River estuary that flows into Beverly Harbor. In the 1860s,the
land beside the cove was filled for the construction of the Boston and Maine Railroad. The fill cutoff
a wetland at the end of Saunders Street and the local residents used the holiow for disposal of ash
from wood, coal, and trash burning. The wetlands were completely filled by 1915.
� The factory building which occupied 80°� of the site between Pearl Street and Saunders Street
closed in 1963 and was demolished in 1989. During operations,the boiler forthe building was coal
' fired until conversion to No. 6 fuel oil in the�ate 1940s. After the building was demolished and the
former underground fuel oil tank used by the company removed,the Site was covered and leveled
with sand and over the years became overgrown with vegetation,existing as a vacant lot. After the
� property was purchased by J.G. 8� G. Trust, it was divided into Lots 1 through 6 for a proposed
residential development.
' In May 2003, as part of an environmental assessment of the propeKy,thirteen test pits(S-1 to S-10)
were excavated at the Site by SP Engineering, Inc.of Salem, Massachusetts. The test pits allowed
characterization of the different fili layers beneath the Site and sampling of unnatural materials.
Several ash landfills were identified and delineated. The ash layers ranged from 1 to 4 feet thick
' and contained lead levels greater than MCP reportable concentrations. The majar areas of
contamination appeared to be along Peari Street and south of the former building as evidenced by
the elevated levels in Lots 5 and 6, and the grey ash landfill in Lot 4, respectively. The southeast
' (Lot 1) and central (Lots 2 and 3) part of the property were, at the time, reportedly not found to
contain elevated constituents or contaminated fill layers.
, Grab sampfes of groundwater from test pit locations on Lots 4 and 6 were also collected by SP
Engineering in May 2003 and analyzed for lead, cadmium and chromium. The sample from Lot 6
was also analyzed for EPH due to the former presence of the underground fuel oil storage tank at
, that location. The metals analyses reveaied elevated levels of lead in the samples from both lots.
Lower levels of cadmium and chromium were detected in these samples,as weli as minor levels of
EPH compounds in the sample from Lot 6. Although groundwater monitoring wells from a previous
investigation conducted in 1989 by the former owners exist at the Site, no information from that
' investigation was ever made available and groundwater sampling from those wells was not part of
the assessment conducted by SP Engineering. Groundwater, however, was encountered at
approximately 5.5 to 7 feet below grade in the test pits at the Site in 2003. The inferred groundwater
' flow direction based on these measurements was determined to be westerly towards the North
River.
' In June 2003, an LRA was conducted to excavate the visible ash layer on Lot 5. The ash was
excavated to groundwater and/or an underlying clean sand layer 2 to 6 feet below grade and
stockpiled on-site. After ash removal activities were completed on Lot 5,excavation of a 1 to 2 foot
' layer of coal ash on Lot 6 was initiated. As the ash layer on Lot 6 extended into the 100 foot buffer
zone of the North River, an Order of Conditions was obtained from the Salem Conservation
2
, RAM Completion Report September 24,2010
B Pear9 SVeet,Salem, RTN 3-23213
F:/Projects/SPEG/SaleMB Pearl SheetlRAM Completion Report.doc
,
'
' Commission to excavate the remaining material. These additional excavation activities exceeded
the volume of material allowed under an LRA and in September 2003,a Release Notification Form
, (RNF)and a RAM Plan prepared by SP Engineering were submitted to the DEP. Underthe RAM,
383.33 tons of stabilized material from Lots 5 and 6 were transported to the Aggregate Recycling
Corporation (ARC) facility in Eliot, Maine for disposal in September 2003. Due to elevated total
' and lead TCLP concentrations, the excavated ash/soil mix had to be stabilized before transport.
United Retek Co. of Medway, Massachusetts was retained to mix the ash/sail on-site with dry
phosphoric acid and a proprietary mineral ore to immobilize the lead. Disposal documentation for
� this material has previously been provided to the DEP.
Following excavation activities on Lots 5 and 6, confirmatory sidewall and bottom soii sampling was
conducted. Lead levels reportedly ranged from 10.4 to 615 mg/kg on Lot 5 (with a mean
' concentration of 239 mg/kg);and 237 to 785 mg/kg on Lot 6 not including north sidewall soils under
Pearl Street(2,203 mg/kg) and west sidewall soils over an adjacent gas easement(2,643 mg/kg).
The laboratory analytical data for these samples were previously provided to the DEP as part of the
, September 2003 RAM Pian. To further evaluate conditions, thirteen more test pits (S-11 to S-21)
were excavated over the remainder of the Site in September 2003. The results of these soil
analyses revealed three more areas of ash landfill requiring removal,one within the foot print of the
� former building (Lot 3), and two at the end of Saunders Street on Lots 1 and 2. The laboratory
analytical data for these samples were previously provided to the DEP as part of a RAM Status
Report submitted in February 2005.
' RAM activities ceased when the Commonwealth initiated the taking of a portion of the Site under
eminent domain for the Bridge Street Bypass. In 2004,following resolution of the legal dispute over
ownership for the taking of private land, the Commonwealth assumed responsibility for the ash
' identified on Lots 3 and 4,and existing conditions on Lot 6. The work conducted on these three lots,
as paR of the Bridge Street Bypass project, was performed by others under a separate RAM
(RTN 3-25834),while the work performed on Lots 1 and 2 was the subject of RAM activities recently
� completed under RTN 3-23213.
In 2004, two 2-story residential duplex buildings were consVucted on Lot 5, currently identified as
' 14-16 Pearl SVeet(Lot 507 on the City of Salem Assessor's Map 36). This land is no longer owned
by J.G. &G. Trust.
� In December 2004,a Notice of Noncompliance(NON)was issued to J.G.&G.Trust by the DEP for
failure to submit a Response Action Outcome(RAO) Statement or Tier Classification Submittal to
the DEP within one year of release not�cation; and failure to submit a RAM Status Report or RAM
Completion Report. In February 2005, a RAM Status Report prepared by SP Engineering was
' submitted to the DEP,accompanied by a Tier Classification Submittal. The Site was cfassified as a
Tier II disposal site.
� According to a RAM Status RepoR dated August 2007 prepared by BATG Environmental, Inc. of
Taunton, Massachusetts for RTN 3-25834, remedial actions on the land taken by the
Commonwealth included soil removal associated with roadway and utility construction, but the
, amounts removed from Lots 3, 4 or 6, if any, remain undetermined. In Odober 2008, a Class A-3
RAO Statement prepared by D'Amore Associates, Inc. of Lancaster, Massachusetts and BATG
Environmental on behalf of The Middlesex Corporation under contract to the Massachusetts
' Highway Department for the Bridge Street Bypass site (RTN 3-25834)was submitted to the DEP.
3
' RAM Completion Report September 24,2010
8 PeaA Street,Salem,RTN 3-23213
F:/ProjectslSPEG/Salem/8 Pead SheetlRAM Completlon RepoA.doc �
�
II' ,
, In July 2008, an NON was issued to J.G. &G. Trust for failure to submit a RAM Status Report or
RAM Completion Report;as well as Phase II, Phase III, and Phase IV reports within the appropriate
, timeframes established by the MCP. In September 2008, Pennoni was retained by SP Engineering
to provide LSP services for the continuation of response actions at the Site.
' ' In October 2008, an Administrative Consent Order(ACO)and NON was issued to J.G.8 G.Trust in
which deadlines were established for the submittal of required reports under the MCP. In November
2008,a RAM Status Report which included provisions for the continuation of RAM was submitted to
' the DEP.
During the period of November 18-20, 2008, soil excavation activities at the Site continued on the
J.G. & G. Trust portion of the property (Lots 1 and 2). Approximately 250 cubic yards of material
' from between 1 to 6 feet below grade were excavated from Lot 2 and stockpiled on-site.
Approximately 90 cubic yards of additional material from between 1 to 3 feet below grade were
excavated from Lot 1 and also stockpiled on-site. Following excavation activities on both lots,
, confirmatory soil samples were collected for total lead analyses. The results revealed lead
concentrations at several locations in excess of applicable MCP Method 1 soil standards. As a
result, additional soil excavation activities were planned for both Lots 1 and 2.
� In April 2009,the material stockpiled on Lot 1 was transported off-site for disposai at the Pine Tree
Landfili facility in Hampden, Maine under a DEP Bill of Lading. Disposal documentation for this
' material has previously been provided to the DEP. In January 2010,the material stockpiled on Lot
2 was loaded and transported to the Environmental Quality (EQ) Detroit, Inc. facility for disposal.
In April 2010, a second ACO and NON were issued to J.G. &G. Trust, establishing new deadlines
' for required MCP submittals. Additional soil excavation and off-site transportation and disposal
activities under the RAM continued through July 2010. The most recent RAM Status Report was
submitted in June 2010.
i
4.0 SUMMARY OF RAM ACTIVITIES
' A RAM Plan to excavate additional ash and impacted soil from the Site was submitted to the DEP in
September 2003. Under the RAM, related response actions continued at the Site and were
' completed in July 2010, along with remediation waste management activities, as described below.
A further description of the RAM activities completed at the Site is provided in the following sections of
this report. RAM activities conducted through June 2010 have also been documented in RAM status
repoRs previously submitted to the DEP. RAM activities conducted since June 2010 are documented
, below.
4.1 Excavated Soils Management
' Under the RAM, additional soil excavation activities were conducted at the Site on Lot 1 during
November 20-21, 2008 and June 9, 2010. Additional soil excavation activities were conducted on
' Lot 2 during November 18-20, 2008; and April 1-2, June 9, June 24, July 1, and July 29, 2010.
During the November 2008 activities, a soil stockpile was generated for each lot. Material from
subsequent excavation activities was stockpiled on Lot 2 only. During the RAM,approximately 640
' cubic yards of ash and impacted soil were excavated from Lots 1 and 2, stockpiled, characterized
for waste disposal and eventuaily transported off-site.
a
' RAM Completion Report September 24,2010
8 Pearf Street, Salem,RTN 323213
F:1ProjecWSPEG/Salem/8 Pearl StreeURAM Completion Report.doc
,
,
' In November 2008,the areas shown on Figure 2 were over-excavated and approximately 250 cubic
yards of material from beriveen 1 to 6 feet befow grade were stockpiled on-site from Lot 2 (Pile 1),
' and approximately 90 cubic yards of material from between 1 to 3 feet below grade were stockpiled
on-site from Lot 1(Pile 2). Depth of excavation on both lots was based on the presence of ash to
varying depths followed by a coarse sandy bottom material. Both stockpiles were sampled by SP
I , Engineering for waste disposal characterization. Pending the results of the disposai analyses,the
stockpiles were covered with polyethylene sheeting and secured. Both of the excavation areas on
Lots 1 and 2 were eventually backfilled with clean material brought from off-site and re-graded to
� ' match the surrounding land.
On April 1 and 2, 2010, soil excavation activities at the Site continued on Lot 2. Previous
' confirmatory analyses had shown elevated levels of lead in soil primarily along the boundary of the
area excavated in November 2008. As a resuit, approximately 200 cubic yards of soil to the north,
east and west of the previous excavation were removed and stockpiled on-site pending off-site
disposal arrangements. The area of additional soii excavation is shown on Figure 4. Depth of
, ' excavation was based on the presence of ash to varying depths followed by a coarse sandy bottom
materiai,typically found throughout the Site. During soil excavation activities,the top 1 foot of clean
sandy cover material overlying the ash was removed and set aside for backfill. Following the
, completion of soil excavation activities,the stockpile of material was sampled by SP Engineering for
waste disposal characterization, covered with polyethylene sheeting and secured. Based on the
results of the disposai analyses,the stockpiled material was accepted for disposal at the EQ facility
i ' in Detroit, Michigan.
On June 9 and 10, 2010, additional soil excavation activities continued at the Site on both Lots 1
' and 2 to remove elevated levels of lead previously identified in November 2008 and April 2010,
respectively. The areas of additional soil excavation are shown on Figures 3 and 4, respectively.
Approximately 30 additional cubic yards of material were generated during these activities and
added to the stockpile of material existing on Lot 2.
' On June 24, 2010, soil excavation activities continued on Lot 2 to remove elevated fevels of lead
previously identified in April 2010. An area beneath a portion of the stackpile generated from
' previous activities was also excavated on June 24,2010 following the removal and transport off-site
of this portion of the stockpile for disposal. The areas of additional soil excavation are shown on
Figure 4. Approximately 40 additional cubic yards of material were generated during these activities
' and added to the remaining stockpile of material existing on Lot 2.
On July 1, 2010,soil excavation activities continued on Lot 2 to remove an area beneath a portion of
' the existing stockpile following the removal and transport off-site of this portion of the stockpile for
disposal. The area of additional soil excavation is shown on Figure 4. Approximately 20 additional
cubic yards of material were generated during these activities and added to the remaining stockpile
of material.
' On July 29, 2010, soil excavation activities were completed on Lot 2. The remaining portion of
stockpiled material was taken off-site for disposal as well as additional material from beneath that
, portion of the stockpile. The area of additional soil excavation is shown on Figure 4. In addition to
the existing stockpile, approximately 10 additional cubic yards of material were generated during
these activities.
'
5
, RAM Completion Report September 24,2010
8 Pear�Street,Salem, RTN 3-23213
F:IProjecWSPEG/SaleMB Pearl SlreetlRAM Completion Report.doc
,
'
I� ' 4.3 Confirmatory Soil Sampling 8�Analyses
'I ' During RAM activities,a total of sixty-one(61)confirtnatory soil samples consisting of representative
base and sidewall samples were collected by SP Engineering and analyzed for total lead. Following
the receipt of sample results,twenty(20)of these sample locations were eventually over excavated,
, resulting in forty-one (41) remaining confirmatory soil sample locations throughout Lots 1 and 2.
Approximate sample locations are shown on Figures 3 and 4. The results are summarized in
Tables 1 and 2.
' In November 2008,following excavation activities on both lots,twelve(12)confirmatory soil samples
(S-1 through S-12) were collected from Lot 2 and nine (9) soil samples (S-13 through S-21)
collected from Lot 1. Four test pit samples (TP-1 through TP-4) from Lot 2 and one (TP-5) from
� Lot 1 were also collected. As shown in Tables 1 and 2, lead levels at several of the co�firmatory
samples locations exceed applicable MCP Method 1 soil standards. As a result, additional soil
excavation activities were conducted at both Lots 1 and 2. A copy of the laboratory analytical report
' for these samples has previously been provided to the DEP.
In April 2010 following additional excavation activities on Lot 2, twenty-three (23) confirmatory soil
' samples (SS-1 through SS-23) were collected. As shown in Table 2, lead levels at the Site
boundary and other locations exceed applicable MCP Method 1 soil standards. As a result,
additional soil excavation activities were conducted on Lot 2. A copy of the laboratory analytical
' report for these samples has previously been provided to the DEP.
In June 2010 following additional excavation activities, five (5) soil samples (S-22 through S-26)
were collected from Lot 1 and seven (7) soil samples (SS-24 through SS-30) were collected from
' Lot 2. As shown,the lead values for Lot 1 were all below applicable MCP Method 1 soil standards,
and only one of the samples from Lot 2 exceeded applicable standards. A copy of the laboratory
analytical report for the samples collected on June 9, 2010 has previously been provided to the
, DEP. A complete copy of the laboratory analytical report for the samples collected on June 24,
2010 is provided in Appendix A.
� In July 2010 following excavation activities beneath the former stockpile location on Lot 2 generated
as a result of previous excavations, five (5) confirmatory soil samples (S-31 through S-35) were
collected. As shown,only one of the samples exceeded applicable standards. A complete copy of
' the laboratory analytical report for these samples is provided in Appendiz A.
4.4 Monitoring Well Sampling 8�Analyses
, On July 30, 2009, site monitoring welis MW-1 through MW-3 were sampled by SP Engineering.
Well locations are shown in Figure 2. Prior to sample collection, a total of three(3)to five (5)well
volumes of water were purged from each well. Upon collection, the groundwater samples were
, submitted to Spectrum Analytical,Inc.in Agawam,Massachusetts fortotal cadmium,chromium,and
lead analyses. None of these metals were detected above laboratory detection limits in any of the
samples. A copy of the laboratory analyticai report for these samples has previously been provided
' to the DEP.
'
s
, RAM Completion Report September 24,2010
8 Pearl Street,Salem, RTN 3-23213
F:/Projects/SPEG/SaleMB Pearl StreetIRAM Completion Report.doc
'
'
I5.0 MANAGEMENT OF REMEDIATION WASTE
' S.1 Current Status
Remediation waste has been managed in general accordance with 310 CMR 40.0030. During the
� current monitoring period, approximately 70 cubic yards of additional ash and impacted soil were
excavated from Lot 2 and added to the approximate�y 230 cubic yard existing stockpile at the site,
pending final disposal arrangements. On June 24, July 1, and July 29, 2010, the stockpile
' representing a combined nine(9)loads of material totaling 297.52 tons was transported off-site and
taken via rail to the EQ facility in Detroit, Michigan for disposa►. Copies of waste disposal
documentation for this material are provided in Appendix B.
' 9.0 Previous Documentation of Waste Disposal
� Previous remediation waste disposal has involved the removal of 383.33 tons of ash and impacted
soil from Lots 5 and 6 in September 2003;63.34 tons from Lot 1 in April 2009; and 104.97 tons from
Lot 2 in January 2010. Copies of waste disposal documentation for this material have previously
' been provided to the DEP as part of RAM status reports submitted in June 2009 and June 2010.
9.0 FUTURE SITE ACTIVITIES
, There are no ongoing activities associated with the RAM. The continuation of comprehensive
response actions for the Site under RTN 3-23213 will be conducted by J.G. &G. Trust.
I9.0 SUMMARY OF FINDINGS AND CONCLUSIONS
' Response actions completed under the RAM for this site, as described herein, have met the
objectives of the RAM Plan. Work has been compieted to remove ash and impacted soil with
elevated lead concentrations that were deposRed by residences in the late 1800s and by the fortner
' shoe factory in the early 1900s. Specifically:
• Approximately 940 cubic yards (849.16 tons) of ash and impacted soil were excavated
L during RAM activities and stockpiled on-site. Stockpiled soil was taken off-Site in
September 2003 for disposal at the Aggregate Recycling Corporation facility in Eliot,
Maine; in April 2009 for disposal at the Pine Tree Landfill facility in Hampden,Maine;and
' in January, June and July 2010 for disposal at the Environmental Quality facility in
Detroit, Michigan.
, • After RAM activities continued in 2008, sixty-one (61) confirmatory soil samples
consisting of base and sidewall samples were collected following excavation activities on
Lots 1 and 2 and analyzed for total lead. Following the receipt of sample results,twenty
(20)of these sample locations were eventually over excavated, resulting in forty-one(41)
� remaining confirmatory soil sample locations throughout the site.
'
7
� RAM Completion Report September 24,2010
8 Pearl Street,Salem, RTN 3-23213
F:IProjeUs/SPEG/Salem/8 PeaA StreeURAM Completion Report.doc
,
,
' • Of the remaining lead concentrations, only one location on Lot 1 exceeds applicable
MCP soil standards with an overall mean concentration of 144 mg/kg, and only three
, locations exceed applicable standards on Lot 2 with an overall mean concentration of
111 mg/kg.
� • Confirmatory metals analyses of groundwater from existing site monitoring wells MW-1,
MW-2 and MW-3 indicate that groundwater has not been adversely impacted. Sample
results from June 2009 did not reveal levels of total cadmium, chromium, or lead above
' laboratory detection limits in any of the samples from these wells.
• No groundwater was encountered during excavation activities on Lots 1 and 2 under the
RAM.
'
8.0 LSP OPINION
� RAM activities have been implemented and completed in accordance with the provisions of the MCP
and the RAM Plan submitted to the DEP in September 2003. RAM activities were necessary to
' facilitate the excavation and removal of ash and impacted soils with elevated lead concentrations at
the Site. The former RAM area has been backfilled with clean fill material and currerrtly remains
vacant. All work underthe RAM prior to November 2008 was competed underthe direction of others.
' No�standing any issues that might pertain to that work under the MCP, it is the opinion of Pennoni
that RAM activities have been successfully been completed.
9.0 PUBLIC INVOLVEMENT
' Public involvement activities will be conducted in accordance with 310 CMR 40.0447. Specifically,
the Mayor and Health Agent for the City of Salem will be notified of the availability of this RAM
' Completion Report. Copies of the public notification letters are attached in Appendix C.
,
'
�
�
�
'
s
, RAM Completion Report September 24,2010
8 Pearl Street,Salem, RTN 3-23213
F:/ProjectslSPEG/Salem/8 Pearl StreetlRAM Completion Report.doc
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� Sample Stations
PROPERTY LI NE( P. L.) `�' 11/08: S-1 to S-12
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I � ■ � %: � . O:T S�
� r SS-35 ,.. � (/
y � _3 S�3 C_S�-� SS-31 S� �-30 /� SS-23 �YDRANT
� �� SS"� - - - - - - - - - - 5� - - - -- - - - - - - - - SS 10 �i� - � i
� ,� fi -.� - - -� , �/
� u� �5-2 �-4 �-S S�S-7 g�-g :S 13��/
� T
C Ij S. DAY I REMOVAL 4/I / IO�S-II S "� �� a
a It � .!� _ - _ _ _ _ _ _ _ 2 -3 - PMP
J � ✓. � � � r � r
� �� . � �
� Q 1 .s-io s_s ss_24 �_z5 W
Z � PREVIOUS REM VAL 11 /08 I �
� I S-II 6-9- Removol � �
p � , •S_� �S-5 �S-4 �S-3 �S-2 S-I
� � S"9 ' �
��--• ...�,� S-7 W
. -._.., -�....-_
55�15 14 SS-16 " • •—• • —. —.
� � DAY 2 3�EMbVAL 4J2 /10 S�"SO� " �
- � ; _
. !� • • • ' S • • ' �
_8
P. L. 6-24-10 Rernoval SS-1 ; SS-27
r
. BRIDGE STREET BYPASS BIKE PATH scA�E= i"�2o'
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I', � TABLE I
'I � Summary of Soil Analytical Results(Lot 1)-Lead
Former Salem Shoe Factory
� 8 Pearl Street
Salem,MA
RTN 3-23213
� Sample Sample Metala CommeMa
ID Date Lead
S-13 20-Nov-0B 733 Removed 09-Jun-10
, S14 20-Nov-08 151
S-15 20-Nov-0B 180
5-16 20-Nov-08 : 281 .
� S-17 21-Noy-OS 2.98
5-18 21-No4-08 609 Removed 09Jun-10
S79 21=Nov-08 85.4
5-20 21-No4-08 305 ::.;. .'
� 5-27 21-Nov-08 ' 735 . , Removed 09-Jun-10
TP-5 21-Nov-0B 344` ` Removed09,Iun-10
5-22. . 9-Jun-10 3.58 ...
' S-23 9-Jun-10 16
S24 9-,lun-10 294
S-25 9-Jun-10 &.84 :
5-26 9-,1un-10 257
' Mefhod 1 Ri§k Characterizadon Standards
-1/GW-7 300
•1/fiVU-2 _ 300
-7I0 -3 300_. .
� Notes: All resu ts are in milligram's per kiiograms(mg/kg). '
733 Botded value indicates detection in the analytical sample.
' �Sample result exceeds Method 1 S-1/GW-2/GW-3 soil standard.
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' TABLE 2
Summary of Soil Aoatydcal Resoits(Lot 2)-Lead
'' Former Salem Shce Factory
8 Peerl Street
Salem,MA
' RTN 3-23213
SamD�e Sampls Metab ... . Commenb
, ID . . D� � . . . � . . . .
S-1 : � �7&Nov-08 � .�� c . 280 emoved 01-A i-10
S-2 . 1&Nov-08� � �- 192
.. �3- ,.�. �__.19-No4-08_� . . .-.....� �12:4... . _.
' S-4 _13Nov-OB :: SB8.
. S-5 . . ...1}Nov-0B . .. 77.2 �
� S-6. -1�Nov-08 . .� ... .2 980 �. � .. emoved 01-A-r-70
5-7�. � .. '� 14Nov-08 � • . '. ... .;859 ��.--� � emoJed02-A r•10
� S-8 20.Nov-08 90.8
S-9 � �20.Nov-08 � - �� �2930 - eeiovedbl- �r-10
570. . .. �20-Nov-0B�. �� 77.8.
.... 5-11_.� .._ _..20.Nov-08�- ..: �...�. ��- 93B . ...�: r . emoved 01- �r-10�
' S72 � ' '-20.Nov-08 -.; . .... 201 ,. . :... . ...
TP-1- ' 1&Nov-0B � �� ��3 970• � � emoded 01- r-10
.:
� TP-2 � . ._ .�.�..1&Nov-08 �- .-.2510 ,. ...-- emoved02- r-10
. TP-3.::' ..:..`. 1&Nov-0B ��� .. -�;:2300 ... �� . emoJed02-...r-10
' �.: TP4�...: ;. 20-Nov-OB... LL. -�'� 5930 • � �- errioveA.Ot- .'.i=10
SS-1.. . �. 2 r 10 . . .. 114 . .._.
_ . SS-2� �. . :.3= r-10 . �.. BAS. ." .
�__ .�SS-3 .� . ,.�. -..2 r-10 �. . :.�,�, .479 .. .�:.
' �� SS4 � '.2 r-10 :.. :_...11.5 ' ..
SS-5 .. :.:. 2- r-10 3.76. � . .
SS-6 . . 3- r-10.�� � �-73L�.,�=.�. emoved 24Jun-10�
.. . .
. SS-7 �.._2.. r_10. . . .. .. 3,72.._ . , .-:.._ . .�.
�� � SS-8- � �� 2 r40 � . �1 800 emoved 24-Juo-10
SS9� . . `2 r-10 - ..8.69
.. .�� SS-10 ...2- �r-10 � _ '. .�..627.:.-. .'- . emoved 24-Jun-10
SS-11.- -.- 2- r-10 � �� �2870 * em04etl�09-Jun-10
� SS-t2'. .��2- r-t0 . ' - �+1 140 emo4ed 09-,1un-10
SS-13 - .� 2 r-10 �. � ":. � 1870 •�� � - emove0 09-Jun-10-
SS-14..�. "�. .2- � r-10-. . � . . .. 72.8 .- . ....
� SS15 � 2 r-10 �. . �'�:�7920 - emoved24Jun=10
SS-16 �.� .�2- r-10 ��59A
� SS-17 . � .2 r-10 . � -J 030 emoved24Jun-10�
SS18.�.. . -_ 2-A r-70.- � :��. -��.48J0:.. -- emdved24Jun-10
� . SS-19 �-.' �2- r-10 .�.. - . � 860 �` = emoved 24-Jun-10
SS-20.�. . ..4� r-10 �-.� ..-�55.5 .. .
SS-21.�. ��2 r-10 . �� 813 ertioveE24Junc10�
.�.. SS-22-� � � � � 2- -r-10 � - � � ....600- . emoved�24-Jun-10
- . S&23 �- . 2- r-10 . : �12.1 . �. `.. �:... .'. ....
� � SS-24 �. . .- 9-Jun-10 .... ..14.5 . .
SS-25 �.. - �9-Jun-10 �-� -.365� .
..SS-26.. .� � 24Jun-10 . . . "' . . .8.83.� �. .-.
' � SS27 �� -�.�24Jun-10 �- ; -.28 7� , �..
SS-28�_. � ��24Jun-W . '-�74A "
SS-29.... � 24Jun-10. � .�SO _... .
SS-90. . 24-Jun=10 _ 9.68
, SS-31.. . . .� 7JuF10. - � �. 66.5 ��
SS-32� t�lul-10 .� - 173
SS-33 �- �.29-Ju�10 � . -. 304
. SS-34- - ..�23Ju1-10 �. . . �..:297 . -... .
� - SS-35 �:: .:23Ju410 � . '.-�-129 . _. -
�� od 1 Risli Character'vatlon Standartls
-0IGYY-2 . .._.. _ .... 30Q . ..
•7/GWJ - , _.,... ...� .�� .:-., 0 _. -. ..-
- Notes: � � AI resulis�are in mi ligr8ms per kiiograms(mglkg). - � � �- �
'� . 192 Bolded value indicates deteclion in the anaytical sample.
���Sampte result exceeds Methad t S-UGW-1lGW-2/GW3 soil standard.
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' APPENDIX A
Soil Laboratory Analytical Reports
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I�� ' Report Date: � ` � Final Report
OSJaI-100927 + a 1
� " ���,`,',Y,R 0 Re-Issued Report
^� ^� .M p RevisedReport
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SPECTR[M ANAI.Y77CAL,INC.
Feamring
' HANIBAL TECANOLOGY
Laboratory Report
SP Engineering Technology
� P.O.Box 848,45 Congress Street Roject: Salem Slice Fac[ory,Pearl S[-Salem,MA
Salem,MA OI970 Projec[#: 552
Attn: Bruce Poole
' Laboratory ID CGent Samole ID Mxtris Date Samoled Date ReceiveJ
SB14453-01 1OW52 Soil 24-Jun-1000:00 25-Jun-1013:00
' SB14453-02 106053 Soil 24-Jun-10 00:00 25-lun-l0 I3:00
SB14453-03 106054 Sail 24-7un-10 00:00 25-Jun-10 I3:00
SB14453-04 106055 Soil 24-Juo-1000:00 25-Jun-1013:00
� SBI4453-OS l06056 Soil 24-Juo-1000:00 25-Jum(0 (3:00
I a[[es[Iha[Ihe info[ma[ion contained within[he report has been rev�ewed for accuracy and checked against the quality comrol
requirements for each method. These resul[s rela[e only ro[he sample(s)as received.
' All applicable NELAC requirements have bern met.
Massachusetts#M-MA I38/MA1 t t0 Authorized by:
Connecticut#PH-0777
' Fbrida#E87600/E87936 �
Maine#MA138 �1Sy p,(�OQ„ ( �( Y_�,..
New Hampshire#2538 �p� . ��y� ��'�r-
New Je�ey#MA01 I/MA012 � Y
' New York#I 1393/1 I840 - . Hanibal C.Tayeh,Ph.D.
Prnnsylvania#68-04426/65-02924 PresidendLaboratory Direcmr
Rhode Island#9S ^
' USDA#5-51435 Technical Reviewers Initial: /��
Vertnont#VT-I1393
Spectrum Analytical holds certitication in the State of Massachusetu for the analytes as indicated with an X in the"Cert."wtumn
� wi[hin[his reporl. Please no[e Ihat[he S[ate of Massachusetts does no[otYer certificaUon for all analytes.
Please note tha[this report contams 6 pages of analy[ical data plus Chain of Cus[ody document(s). Wheu the Laboratory Report is
indica[ed as revised,this report supersedes any previously dated reports for the laboratory ID(s)referenced above. Where this report
identifies subcontracted analyses,copies of the subcontractoi s test repon are available upon request This report may not be
, reproduced,except in fiill,wi[hout written approval from Spectrum Analytioal,Ine.
Specmim Analyfical,]ne,is a NELAC acn�edited labaramry organizotiorc arcd meets NELiC tes(ing sfartdards. Use of Ihe NEL1C logo howei.•er does
not insure 7hat SpecnYim is cm��enl(y accredited jor the specific method ar ana(t�te indica�ed.P(ease reJer la ovr"Quo1iN"uebpoge a(
� w�vw.syecrr��m-anolyncal.rom fm�a ftJ!Iisnng ofow�arcrent cerYificpfions andfie/ds afaccredimtiaa Smtu in wdich Specnvm Analvtica/,Inc.
ho/ds NEL4C rertlfication are New York New Hamyshire,New Jersev artd F/orida.AJ[onalvtical wm�kfor Yolofile Orgonic and.9ir analysis ore
o-ansjemed to and rond��cted al av 830 Srlver Streel locatiorc(NY-!/840,FL-E87936 and NJ-M.4011J.
' Please conmct tFe Labomrory or Techxica/Direclor at 300-739-9I15 with mry queslions regarding lhe dam comained in this labora/ory report.
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Headquanen:I 1 ALngren Drive&830 Silva Street•Aga�vam,MA 01001•L800-789-91I5•313-789AOt8•Far 413-089A076
' www.spectrum-analytical.com Page 1 ofb
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case NnxenTrvE:
�I�I ' The samples were received 25.6 degrees Celsius,please refer to[he Chain of Cusrody for de[ails specif c to temperature upon receip[.
M iufrared[hermome[er with a tolerance of+/-2.0 degrees Celsius was used immediately upon receipt of[he samples.
I�I , If a MaVix Spike(MS),Matrix Spike Duplicare(MSD)or Duplica[e(DUP)was no[requested on the Chain of Cus[ody,method
cri[ena may have 6een fulHlled wi[h a source sample not of[his Sample Delivery Group.
MADEP has published a list of analy[ical methods(CAM)which provides a series of recommeuded protocols for[he acquisi[ioq
I� ' analysis and reporting of analy[ical data in support of MCP decisions. 'Presump[ive Certainty"can be established only for those
methods published by Ihe MADEP in[he MCP CAM. The compounds and/or elements reported were specifically requested by the
. client on the Chain of Custody and in some cases may not include the Cutl analyte list as defined in the method.
�. ' According to WSGCAM 5/2009 Rev.l,'Lable I I A-i,recovery for some VOC analy[es have been deemed po[entially difticul[.
Although[hey may still be within the recommended recovery range,a range has been set based on historical control limits.
I Some target aoalytes which are not lis[ed as exceptions in the S�umx�ary of CAM Repor[ing Limits may exceed[he recommended RL
based on sample initial volume or weigh[provided,%mois[ure content,or respoosrveness of a particular analyte to pwge and trap
insuumentation.
' There is no relevaot protocol-specific QC and/or pertormnuce standnrds non-couformances to report.
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�. This la6omfory�eport is xo!vnlid nithau�an autBorized signalure on the ewn paga.
', , •Reportable Detection Limit BRL=Below Reporting Limit Page 2 of 6
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Samole Identification
106052 Client Proiect N Matrix Collec[ion Date(Pime Received
, SB14453-01 552 Soil 24-Jun-10 00:00 25-Jun-10
CASNo. Anatyte(s) Resul! Flag Unils "RDL Di7ufion �NeModRef. Prepared Ano[y;,ed Annlyst Bamh Cert
, Total�letals by EPA 6000/7000 Series�Iethode
743&-&2-7 Lead 8.83 mg/kgdry 1.38 1 SW8466010B 02-JuNO OWu140 JB 1013997
, Geoernl Chemistry Parameters
%Solids 93.8 % 1 SM2540 G Mod. 29-Jun-10 24Jun-10 BD 1073807
' Sample Identification
10�� Client Proiect# Matrix Colleaion Date/Time Received
SBl4453-02 552 Soil 24-Jun-1000:00 25-Juu-IO
' CASNo. Anafyee(s) ResuU F(ag Grtifs 'RDL Dilu6on ,Yle�BadRef. Prepured Artoly;,ed Ana(ysl Ba�ch Cert.
Total Metals by EPA 6000/7000 Series Methods
��¢8z-� Lead � 28.1 mg/kgdry 1.46 1 SW84660708 02Ju1-10 06-Ju140 JB 1013997
' Geoeral Chemistry Parometers
%Solids 972 % i SM2S40GMod. 29Jun-10 29-Jun-70 BD 1073801
� Sample Iden[ification
���� Client Proiect# Matrvc Collection Date/Time Received
SB14453-03 552 Soil 24-Jun-l0 00:00 25-Jun-10
tCASNo. Analyle(s) Result Flag Uni1s 'ROL Dilution MOhadRej. � Prepared Arta(y;,ed Analyst Bafch Cert.
Tatal Metals by EPA 6000/7000 Series�IMhods
' 7439-92-1 Lead 14.4 mg/kgdry 1.49 1 SW84660108 02Ju1-10 O6Jul-10 JB 1073997
Generel Chemishy Parame[ers
%Solids 94.5 Yo i SM2540 G Mod. 29-Jun-10 29-Jun-70 BD 7013801
' Sample Identification
106055 Client Proiect# Matrix Collection Date/Time Received
552 Soil 24-Jun-10 00:00 25-Jun-10
' SBI4453-04
C9SNo. Anolyle(s) Result Ffag Units *ROL Dilution .NethodRef. Prepnred AttalyZed Anotyst Brtfch Cert
' 7ota1 NMals by EPA 6000/7000 Series Met6ods
7d3852-i Lead 50.0 mg/kgdry 7.36 7 SW84660108 02Ju1-10 O6Jul-70 JB 7013997
General C6emistry Parameters
, %Solids 94.3 % 1 SM2540 G Mod. 29-Jun-10 24Jun-10 BD 7013801
Samole Identifica[ion
���� Clien[Proiect# Mahix Collec[ion Date/Time Received
' SB14453-OS 552 Soil 24-Jun-10 00:00 25-1un-10
CASNo. Artalyte(s) Result Flag Uni1s `ROL Dilutiott MelhodRef. Prepared Anolyled Ana/ysl Bateh Cer1.
, Total Metals by EPA 6000/7000 Series Methods
7aaaex-i �e� 9.88 mglkgdry 1.38 1 SW84660108 02Ju1-10 O6-Ju140 JB 7013997
' Generd Chemistry Paramefers
%Solids 942 % i SM2540 G Mod. 29-Juo-10 2&Jun40 BD 1013801
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Thrs(aborofory reporl is no(vn(id ndlhout an aulkoriyed signMure on the covei pnge.
' •Reportable De�ection Limit BRL=Belo�v Reporting Limit Page 3 of 6
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Total Metals by EPA 6000/�000 Series Methods-Quality Control
, Spike Source %REC ItPD
Anelyte(s) Result Flag Units 'RDL Level Result %REC Limits RPD L'vnit
' Batch 1013997-SW846 3050B
Blank(101�997-6LKt1 Preoared:02-Ju1-10 Malvzed:06-Ju1-10
Lead 8RL mg/kgwat 1.45
Rehrence 170139875RMi1 Preoared:02Ju1-10 Analvzed�O6-Ju1-10
' Lead 68.4 mg/kg wet 1.50 72.7 94 81.3118.8
ReMrence(10139975RMY1 PreDared:02.1u1-10 Analvzed:O6-Ju140
Lead 66.9 mg/kg wet 1.50 73.1 92 81.3118.8
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This Ju6oroPory report is not vnlid ndthouf an au/hori�ed sigrtature on�he roverpoge.
, 'Reportable Deteclion Limit BRL=Below Reporting Limi� Page 4 of 6
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Notes and Definitions
' BRL Below Reporting Limit-Analyte NOT DETECTED a[or above the reporling limi[
dry Sample resul[s reported on a dry weight basis
, NR Not Reported
RPD Relative Percen[Difference
' A plus sign(+)in the Method Reterence column indicates[he method is not accredited by NELAC.
Laboratory Control Sample fLCSI: A lmown ma[rix spiked with compound(s)representative o£the target analytes,which is used to
document laboratory perfocmance.
' Matrix Duvlicate: M intra-laboratory split sample which is used to document the precision of a method in a given sample matrix.
Matrix Soike: An aliquo[of a sample spiked with a known concen[ra[ion of[azge[ana(y[e(s). The spiking occurs prior[o sample
' preparation and analysis. A ma[rix spike is used ro documen[the bias of a method in a given sample matrix.
Method Blank: An analyte-free matrix ro which all reagents are added in[he same volumes or proportions as used in sample
' processing. The me[hod blank should be ca[ried�hrough[he complete sample prepamtion and analytical procedure. The method blank
�s used to document contaminatwn resulting from[he analy[icat process.
Method Detection Limit(MDLI: The minvnum concentration of a substance that can be measured and reported with 99%contidence
' that[he analy[e concenVation is grea[er than zero and is de[elmined&om analysis of a sample in a giveu ma[rix type containing the
a�aly[e.
' Reoortable Detection Limit(RDLI: The lowest concentration that can be reliably achieved within specified limits of precision and
accuracy during rou[ine laboratory opera[ing conditions. For many analy[es the RDL analyte concenitation rs selected as Ihe lowes[
non-zero s[andard in[he calibration curve. While the RDL is approx�mately 5 to 10 times the bIDL,the RDL for each sample takes
into accoun[[he sample volume/weigh[,exvacUdigesmte volume,cleanup procedures and,if applicable,dry weigh[coaection. Sample
� RDLs are highly ma[rix-dependen[.
Sulroeate: An organic compound which is similar to[he targe[analyte(s)in chemical composition and behavior in Ihe analy[ical
process,but which is not normally found in eovironmrntal samples. i'hese compounds aze spiked into all blanks,standards,and
' samples prior[o analysis. Percent recoveries are catcu(ated for each suerogate.
Contirminp Calibration Verification: The caiibration relationship established during the initial calibration must be verified at periodic
, Validated by:
Hanibal C.Tayeh,Ph.D.
' Kimberly Wisk
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This la6orotary repoit is noI vrtlid Hd�hout an auihari�¢d signalure on�he cavnpage.
' �Reportable De[wtion Limit BRL-Below RepoNng Limil Page 5 of 6
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MassDEP Analyfical Protocol Certitication Form
' Laboratory Name:Spectrum Ma(ytical,Inc. Project#:552
Project Locallon:Salem Shoe Factory,Pead S[-Salem,MA RTN:
��. ' This form provides certificaHous for the following data seh 5614453-01[hrough SB14453-OS
Matrices: Soit
CAM Protocol
, 8260 VOC 7470/7471 Hg MassDEP VPH 8081 Pesticida 7I96 Hez C� MassDEP APH
CAM�A CAM III B CAM N A CAM V B CAM VI B CAM IX A
, 8270 SVOC 7010 Metals MassDEP EPH 8151 Hefiicides 8330 Ezplosives TO-IS VOC
CAM 0 B CAM III C CAM IV B CAM V C CAM V III A CAM IX B
6010 Me�als 6020 Metals 8082 PCB 9014 Total 68G0 Perchlomte
� CAM III A CAM III D CAM V A Cyanide✓PAC
I � CAMVIIIB
CAM VI A
Affirmative responses to ques6ons A through F are required for"Presumptive Cerlainty"slatus
Were all samples received in a condition consisten[with[hose described on the Chaiu of Cus[ody,propedy
. , A preserved(including[emperature)in the field or laboratory,and prepazed/analyzed wi[hin method holding Yes ✓ No
times?
Were the analy[ical method(s)and all associa[ed QC requirements specified in[he selec[ed CAM
I ' B pro[ocol(s)followed? ✓ Y� No
Were all required cortective ac[ions and analytical response acuons specified in the selecred CAM
C pro[ocol(s)implemented for all iden[ified perfortnance standard nonconfocmances? � Yes No
' Does[he laboratory report comply with aIl[he reporting requirements specified in CAM VII A,"Quality
D Assurance and Quality Control Guideli�es for the Acquisition and Reporting of Malytical Da[a"? � Y� N�
, a.VPH,EPH,and APH Methods only:Was each method eonducted without signiticant modification(s)? Yes No
E b.APH and TO-IS Methods only:Was the complete analyte list reported for each me[hod? y� pe
Were all applicable CAM protocol QC and perfomiance standard non-mnfoemances identified and
' F evaluated in a laboratory nmrative(incWding all"No"responses to questions A[hrough E)? � Yes No
Responses lo ques6ons G,H and I below are required jnr"Presumptive Certainty"sta�us
G Were the reporting limits at or below all CAM reporting limits specitied in the selected CAM protocol(s)? I Yes No
' Data User Note:Data fhat achieve"Presumptine Certornty"sto7us may rto!neressori(y meel the Aato usa6ility nrtd npresenlalivertess
�equiremenls described in 310 CMR 40.1056(2)(k)and WSC-07-350.
' H Were all QC perfortnance standards specified in the CAM prorocol(s)achieved? I Yes No
I Were results reported for the complete analyte list specified in the selected CAM protocol(s)? Yes ✓ No
� A/!negafive respanses nre addressed in a case narmfive ott the cover page of fhis repar6 ,
/,1he undersrgned,a/tesf under thepains andp¢nqlties ofperjury Iha1,based upon mypersona/irtquiry of(hose r¢sportsible for obloining the
informa6on,the malennJ contairteAix lhis analylical reporl is,ro fhe besf of my knowJedge nnd belirj,accumf¢and eomp(et¢.
' l !1/ \ T
IV V \
' Hanibal C.Tayeh,Ph.D.
PresidendLaborarory Director
Date:7/IS/2010
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This(abowmry reporf is ttol vrt(id wifhaul on ou/horited signalure on the eover page.
, "Reporlable Deteclion Limit HRL=Belmv Reporting Limit Page 6 of G
� � � � � � � � � � � � � � r � r � �
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uisn'�cait4�Duc-ww1��21s;nmre�9LOD'tiNL'f-16��:J o ytilK�^GBL4.Ik• 10010 Su�suq�e53'ef�9uenwii�,�nu�� uai;�wfl` I I
�n,�l ?J 'S'�'' � > . / �CJi� 1 J`•�S�•Cl �wa�qui�� ��a�l Ll .Id�aa���urnhi uoiqpun;�
. . ��� _....,.. � _` "�a�q"Inine iio�pu sqnca��inu�-H� ��,
�
1—)ul a�(pqwnrs naqm 91p�sm ti�.:l U
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'
' Report Date: !` � � Final Report
20-Aug-10 1327 � l� �+")r 0 Re-Issued Report
ti�,,".
`.q�,. 1' � Revised RepoR
, P � .. � }ry � : .. ..
SPECTRDM ANALYTICAL,INC.
FeaMring
' HANIBAL TECFINOLOGY i
Laboratory Report
SP Engineenng Technology
' P.O.Box 848,45 Congress S[reet Project: Salem Shce Factory,Saunders S[-Salem,MA
Salem,MA O1970 Project#: 552
Attn:Bmce Poole
, Laboraton'ID CHent Samole ID Matric Date Samoled Date Received
SBI6859-01 107009 Soil OLJuI-10 00:00 17-Aug-10 10:40
' SB(G859-02 l07010 Soil OLJuId000:00 17-Aug-1010:40
SBI6859-03 107046 Soil 29-Ju1-10 00:00 17-Aug-10 10:40
SBI6859-04 107047 Soil 29-Ju1-10 00:00 17-Aug-l0 10:40
' S6t6S59-OS 107048 Soil 29-Jut-1000:00 17-Aug-I010:40
I a[[es[[ha[[he infocmahon con[ained within the report has been reviewed for accuracy and checked agains[the quality control
requirements Cor each method. These results relare only to the sample(s)as received.
, All applicable NELAC requirements have bern me[.
Massachusetts#M-MA138/MAl 1IO Authorized by:
Connectiwt#PH-0777
, Florida#E87600/E87936 �`���
Maine#MA138 ��qy p((p� �
New Hampshire#2538 p� � `
New]ersey It MA011/MA012 � $ '
' New York#I 1393/t IS40 Q . Y Hanibal C.Tayeh,Ph.D.
Pennsylvania#68-04426/68-02924 PresidenULabornmry D'vecror
Rhode Island#98 ^
� USDA#5-51435 Technical Reviewer's Initiah /��
Vertnont#VT-11393
Spectrum Analytical holds certitication in the S[ace of Massachusetis for the analytes as indicated with an X in the"Cert."column
' within this repoR. Please no[e Ihat[he Sta[e of Massachusetts dces not offer certification for all analy[es.
Please note that this repoR conrains 6 pages of analytica]data pWs Chain of Custody documeut(s). When the Laboratory Report is
indicated as revised,�his report supersedes any previously da[ed repoRs for the laboratory ID(s)referenced above. Where this report
iden[ifies subwntracted analyses,copies of[he subconhactor's[est report aze available upon requesL This report may no[be
� reproduced,except in fiill,without written approval from Spectrum Analytical,Inc.
Spectmm.Inalylical,L�c.is a NEL.aC a¢credifed(aboramry mganizalion and meets NELdC fesfing smndards.Use of Ihe NEU1Gogo hown�er does
not insrve�hat Specn7im is cmrenl(��oceredited for!he specific method or m�afyle indicated.Please refer(o our"Qem/iry"we6page at
' wwwsyecnz�m-arsalyticaJ.com forafd(lisnng oJour current eertificatlons mrd fields ofarereditption.Sfo(u in which Syecnnm Analytical,Inc.
holds NEL.4C cerfrfication are New York,New Hampshire,NewJersw and Florida..all ann(vfical workfor Vo/afi(e Oiganic and.4ir ana/ysis are
transjerred m and ronducled a!ory 830 Silver S/reel location/NXI/84Q FL-E87936 attd NJ-M.40/2J.
, P(ease comtac(the Labaramry m'7ecbttica!Direc(or ot 800-789-9!!5 wifh orry�queslians regarding(he dato conmirced in tfiis laborafary report.
�
�
Fleadquoners'I t Aimgren Urive&830 Silver Shee�•Agawam,MA 01001•1-800-789-9115•4I i-769-90I8•Far 413-789-4076
' wwwspeetrum•analy[ical.com Page 1 of6
'
CASE NARRATNE:
' The samples were received 243 degrees Celsius,please reCer[o the Chain of Custody for details specific[o[emperanve upon receip[.
M inf'rared[hrnnometer with a tolerance of+/-2.0 degrees Celsius was used immedia[ely upon receipt uf[he samples.
' If a Mntrix Spike(MS),Matrix Spike Duplicate(MSD)or Duplicate(DUP)was not requested on the Chain of Custody,method
cri[eria may have been fultilled wi[h a source sample not of this Sample Delivery Group.
MADEP has published a lis[of analy[ical methods(CAM)which provides a series of recommended pmtocols for the acquisition,
� analysis and repoRing of analy[ical data in suppor[of MCP decisions. "Presumptive Certainty"can be established only for[hose
methods published by[he MADEP in the MCP CAM. The compounds and/or elemen[s reported were specifically requested by the
client on the Chain of Custody and in some cases may no[include the fiill analy[e lis[as defined in the method.
I ' According to WSGCAM 5/2009 Rev.l,Table l l A-1,recovery for some VOC analytes have bern deemed poten[ially di�wlt.
Although they may still be within the recommended recovery range,a range has been set based on histodcal control limits.
I ' Some target analytes which are not listed as exceptions in the Summary of CAM Reporting Limits may exceed the recommended RL
based on sample initial volume or weight provided,%moismre content,or responsiveness of a particulaz analy[e ro purge and Vap
mstrumenta[ion.
' See below for any non-conformances and issues relating to quality control samples a¢J/or sample aualysis/matrix.
� SW8466010B -
Duplicates:
' 1017730-DUP1 Saurce:SB/6859-OS
The RPD exceeded the QC control limits;however prec�sion is demonstrated with acceptable RPD values for MS/MSD.
, Lead
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This labammry repoit is not valid Hvhauf on au7horiud signWu�e an fhe cover page.
, •Reportable Detection Limit BRL=Below Reporeng Limil Page 2 of 6
,
Sample Identifica[ion
]07009 Clien[Proiect# Matrix Collectian Date/Time Received
' S52 Soil 01-Ju1-1000:00 l7-Aug-10
SB16S59-01
CASNo. Analyte(s) Resull F(ag Grtils •RDL Dilu6on �Ne�hodRej. Prepared Artalyzed Ana(ys� Ba�ch Cerf.
��. ' Totel blMals by EPA 6000/7000 Series D4ethoda
, �a3s924 Lead 66.5 mglkgdry 1.41 1 SW84660108 18-Aug-10 20-Aug10 JB 7017595
, ' Geoenl Chemishy Perameters
%Solids 94.6 Mo 1 SM2540GMad. 18-Aug-10 1&Aug-10 BD 1017663
' Samnle Identification
107010 Clien[Proiect# MaVix Col(ection Da[e/Time Received
SB16859-02
552 Soil 01-Jut-1000:00 17-Aug-IO
' CASNo. Ana[yfe(sJ %esulf F7ag L'nits •ROL Di[u6ort MelhadRef. Prepared Artoly;ed Ana(ys( Batch Cert.
Total Metals by EPA 6000/7000 Series il1ethods
� 743a92-t Lead 173 mg/kgdry 1.39 1 SW8466070B 19-Aug40 13Aug40 TBG 1017730
' General C6emietry Parameten
%Solids 97.3 % 7 SM2540CaMod. 1&Aug10 1&Aug-10 BD 10776fi3
�I �. Sample IdeuriFication .
107046 Client Proiect N Matrix Collection Dare/Lime Received
SB16859-03 552 Soil 29•Jul-I000:00 l7-Aug-10
� ' CASNo. Anah'(e(s) Resu(I Flag Gni1s •RDL Dilution MrthodRej. Repored Ana/y:eA Artnfyst Bohh Cert
Total Metals by EPA 6000/7000 Sedes AleMods
' 7439-924 Lead 304 mg/kgdry 7.52 1 SW84660108 79-Aug10 74Aug-10 TBG 1017730
Geoeral Chemistry Parame[era
%Solids 94.6 % t SM2540GMod. 7&Aug-10 78-Aug-10 BD 1017663
, Samvle Idrntifica[ion
107047 Client Proiect N Matrix Collection Date/Time Received
552 Soil 29-Ju1-I000:00 17-Aug-IO
, SB16859-04
CASNo. Analyte(s) Result Flag Onih •ROL Dilu6an MethoARej. Prepured Ano[yyed Analyst Barch Cere
' Total MMals by EPA 61100/7000 Sedes Methods
7a3e-e2-t Lead 297 mg/kgdry 1.44 1 SW84660708 79-Aug-10 19-Aug-10 TBCa 1017730
General ChemisM Paremeters
, %Solids 94.9 % 1 SM2540 G Mod. 78-Aug-70 18-Aug-10 BD 1017663
Sample Identification
107045 Client Proiect# Matrix Collection Date/Time Received
' S52 Soil 29-]u1-1000:00 17-Aug-10
SB16859-OS
CASNo. Ana/yle(s) Resulf Fing Uni�s 'ROL Dilufion MethodRef. Prepored Analy:ed Ana/ys1 BWch Cert.
' To[al Metals by EPA 6000/7000 Series hlethods
743aa2-t Lead 123 mg/kgdry 1.49 1 SW8466010B 19-Aug-10 19-Aug-10 TBG 1017730
� General Chemistry Perameters
%Solids 95.2 % 7 SM2540GMod. t&Aug-10 1&Aug10 BD 1017663
�
Thrs fabarotory ieporl is tto/volid ndthout an outhariud signalure on the cover pnge.
t •Reportable Detection Limit BRL=Below ReporUng Limit Page 3 of 6
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Total Metals by EPA 6000l7000 Series Methods-Quality Control
� Spike Sowce %REC RPD
Analyte(s) Result Flag Units �RDL Level Resul[ �REC Limits RPD Limit
' Batch1017595-SW8463050B
Blank17077595-BLK11 Preoared:l8-Aua-10 Analvzed:l&Aua-10
Lead BRL mg/kg wet 1.44
ReMrence11 01 7 59 5 5RM71 preoared:l&Aua-10 Malvzed�l9-Auo-70
' Lead 71.0 mg/kg wet 1.50 72.4 98 81.3118.8
Refereneef7017595SRM21 Preoared:i&Auo-10 Analvzed:l9-Auo-10
Lead 69.6 mg/kg wet 1.50 72.7 9fi 81.3118.8
� Batch1017730-SW8463051
Blank N017730-BLK71 Preoared 8 AnalvzeU:79-Auo-10
lead BRL mglkg wet 1.33
� Duolicate11077730AUPt1 Source:5B18859d5 Preoared&Analvzed:i9-Aua-0O
Lead 177 ORB mg/k9 dry 1.52 123 36 20
Matrix Soike 17 01 7 730-01511 Source:SB18859-04 Preoared 8 Analvzed:13Aua-10
' Lead 417 mg/kg dry 1.45 721 297 99 76125
Mattlx Soike Duo N077730-MSD11 Souree:SB18669-04 Preoared 8 Analvzed:13Aua40
Lead 402 mg/kg dry 1.52 726 297 83 75-125 4 20
PostSoikeH017730-P511 Source:5B78659-04 Preoared&Analvzed:l9-Aua-10
' Lead 417 mgikg dry 1.44 720 297 100 80-120
Reference 17077730SRM11 Prenared&Analvzed:1&Aua-10
Lead 70.6 mg/kg wet 7.50 72.8 97 81.3118.8
, Reference f1017730SRM21 Preoared 8 Analvzed:13Aua-10
lead 73.7 mg/kg wet 7.50 74.6 99 81.}718.8
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This labomwry repor�is no�volid wilhou�an authatiLtd signature on Ihe rover pnge.
' •Reportable Detection Limit BRL=Belo�v Repor[ing Limit Page 4 of 6
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Notes and Definitions
' QR6 The RPD exceeded[he QC wnVol limi�s;however precision is demoas[rated wilh accep[able RPD values for MS/MSD.
BRL Below Reportiug Limit-Analyte NOT DETECTED at or above the reporting limit
' dry Sample resul[s reported on a dry weigh[basis
NR Not RepoRed
RPD Relative Percent Differrnce �
� A plus sign(+)in the Method Reference column indica[es[he method is not accredited by NELAC.
Laboratory ConVol Samole(LCSI: A knowo ma4ix spiked with compound(s)represrn[a[ive of the target analy[es,which is used to '
' document laboratory performance.
Ma[rix Duolicate: M inva-laborarory split sample which is used ro documen[the precision of a me[hod in a given sample matriz.
' Matrix Soike: M aliquot of a sarttple spiked wi[h a known concentra[ion of target analyte(s). The spiking occivs prior to sample
prepara[ion and analysis. A matrix spike is used to document the bias of a method in a given sample matrix. .
' Me[hod Blauk: An a�alyte-&ce ma[rix to which all reagents aze added in[he same volumes or proportious as used in sample �,
processing. The method blank should be ca[ried through[he comple[e sample preparation and analytical procedure. The method blauk
is used ro document contamination resulting Gom the analytical process '
, Method Detection Limit(MDL): 7he minimum concenvation of a substance that can be measured and reported with 99%confidence
tha[[he analy[e concentra[ion�s greater than zero and is de[ermined from analysis of a sample iu a given ma[nx type con[aining[he
analyte.
' Reoor[able De[ec[ion Limi[(RDLI: The lowes[conernVation that wn be reliably achieved within specified limits of precision and
accuracy during rou[ine laboratory operating conditions. For many analy[es the RDL analy[e concentra[ion is selec[ed as[he lowest
non-zero s[andard in the calibra[ion wrve. While[he RDL is approximately 5[0 10[imes[he MDL,the RDL for each sample[akes
� into accoun[[he sample wlume/weight,ex[ract/diges[a[e volume,cleanup procedures and,if applicable,dry weigh[cortection. Sample
RDLs are highly matrix-dependen[.
' Su�roea[e: An organic compound which is similar to the target analyte(s)in chemical composi[ion and behavior in lhe analy[ical
process,but which is no[nocmally found in enJvonmen[al samples. These compounds are spiked in[o all blanks,standards,and
samptes pnor ro analysis. Percent recoveries are calcula[ed for each surrogate.
� Con[inuine Calibration Verification: The calibra[ion rela[ionship established during the initial calibra[ion mus[be verified a[periodic
' Validared by:
Hanibal C.I'ayeh,Ph.D.
lune O'Connor
Kimberly Wisk
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This laborofory repoK is na�vrt(id wi(hout an authorized sigrtafure on fhe cover page.
' *Reportable De[ection Limit BRL=Belm�Reporting Limi[ Page 5 of 6
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MassDEP Analy6cal Protocal Certitica6on Form
� ' Laboratory Name:Spectmm Maly[ical,Inc. Project#:552
Project Locallon:Salem Shoe Factory,Saunders St-Salem,MA RTN:
' This form provides certificafions for the followiog data seh SB16859-01 through SB16859-OS
. Matrices: Soil
CAM Protocol
�I � 8260 VOC 7470/7471 Hg MassDEP VPH 8081 Pesticides 7I96 Hex Cr MassDEP APH
CAM II A CAM III B CAM N A CAM V B CAM VI S CAM IX A
' 8270 SVOC 7010 Metals MassDEP EPH 8151 Herbicidw 8330 Explosives TO-15 VOC
CAM II B CAM III C CAM IV B CAM V C CAM VIII A CAM IX B
6010 Metals 6020 Me�als 8082 PCB 9014 Total 6860 Perchlora[e
`� Cyanide/PAC
� CAM III A CAM III D CAM V A CAM VIII B
CAM VI A
A�rmotive responses to qr�esfions A thro��gh F are required far"Presumptive Cerfainty"sfatus
Were all samples received in a condition consistent with those described on the Chain of Custody,propedy
���. , A preserved(including[emperaNre)in the tield or labora[ory,and prepazed/analyzed wi[hin method holding Yes I No
times?
B Were the analytical method(s)and all associated QC requirements specified in the selected CAM ,i yes No
� pro[ocol(s)followed?
Were all required cocrec[rve ac[w�s and analytical response aclions specified in[he selected CAM
� C prorocol(s)implemen[ed for all identified perfotmance s[andard non-confomtances? ✓ Yes No
I ' D Does the laboratory repon comply with all the reporting requirements specitied in CAM VII A,"Qnaliry � yes No
Assurance and Quality Control Guidelines for the Acquisi[ion and Reporting of Malytical Data"?
� a VPH,EPH,and APH Me[hods only:Was each me[hod condue[ed withou[significan[moditication(s)? Yes No
E b.APH and TO-IS Methods onl Was the com lete anal te tist re orted for each method?
Y� P Y P Yes No
Were all applicable CAM pmtocol QC and perfomtance standard non-wnfocmances identified and
' F evaluated in a laboratory nartative(including all'No"responses ro questions A through E)? � Yes No
Responses to queslions G,H and I be(ow are reqttired jor"Presumptive CeRainty"sfatus
G Were the reporting limits at or below all CAM reporiing limits specified in the selected CAM protocol(s)? ✓ Yes No
� Da7a User Nole:Do(a lhaf achieve"Hesumptive Cerfainry"s1Wus may rto!necessari/Y meat fh¢dofo usability and represenm6veness
requirements described in 310 CMR 40.1056(2J(kJ and WSG07-350.
' H Were all QC perfortnance s[andards specified in[he CAM protocol(s)achieved? Yes ✓ No
I Were resul[s reported for the comple[e ana(yte list specified iu the selected CAM protocol(s)? Yes ✓ No
' A((negaline respanses aie addressed in a case narmeve an 1he caver page oJ7his report.
!,the undersigned,aBest under(he pains qnd pendlies of perjury tha/,based upon my persona/inquiry oflhos¢�¢sportsible for o6Mining Me
information,the ma(eria(rontained in this ann/ybca(reporl is,ro(he bes(of my knowledge nnd belieJ,accurote and camplefe.
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Hauibal C.Tayeh,Ph.D.
PresidentlLaborarory Director
Date:8/20/2010
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This laborofory reporf is nol vn/id wdthauf an ou(horized signature on the rover page.
' •Reportable De[ection Limit BRL=Below Reporting Limi[ Page 6 of 6
' -- J (1 ��.�P _.a�,��<,P c��v,:�
'� `J� ` U L' �� r"n.-� Specinlllancllin�, —
❑ RL mlmJ fAT I r� Iq husine/5�dnvs
,�M,p�,�.mA�,� CHATN OF CUSTODY ���CQRD �AIcTAi'slsubiccet`ce''boia�r'�,pwvfll.
. . . � . Piin.24-hpur itnfilicatiadare<fed fonuzl�rs.
�� � All sarn�)Ir,g qre dicposed nfnfir,r fi0 Anys
DAIUfl1L7iM'Ik{dlAl('T .
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i 7-CI7�011 8=Na1150a 9= it1= ..�� J�Zo�it7l��tE s � � ��, ,. � �ANa1VseA: �. . , IJtiies: � ,
� • �-._ _ ^�L�..• � _ —_�
UN+�I)rinl:ing W'nter �CIV=[�mimJmater W4V=Wnsiewa�e.r
O=Oi( SIY=Surfar.e13�o1er SU=tioil SL^Slndgc A=Air � � �v
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�F.mail resWls.vhcn Tvnilable k�_ � -- Q' � ..
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APPENDIX B
' Waste Disposal Documentation �
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, 15. GENERATOR'SIOFFEROR'S CERTIFlCATION: I hereby declare ihat ihe contenLs of ihis mnsignment are fuly an0 acwralely descnbe0 above Gy ihe proDer shiOD�ng neme,eN are Gassified,packsged,
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1923 FREDERICK MID 980 99'I 568.
DEfROiT, M!48291
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ga �9b.U.S.DOT Oesaiption(induding Proper Shipping Name,HazaN Gass,ID Number, 10.Containers 11.Tolal 12.Untt �3.Waste Codes
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' 75. GENERATDR'SIOFFEROR'S CERTIFICAiION: I herehy decla2 Nal ihe mnten�s of ihis consignment a2 fully and aca2tely describad above by ihe proper shipping name,aid are classified,packeged,
marked and IabaleNplacaMed,and are in all respeds in pmper condition Mr transpotl aaoMing to applicable intema6onal and national govemmeMal regulationsJf expoR shipment and I am the Pnmary
� , E�orter,I certify Nat Me wntens of ihis consignment conform to ihe terms ot Ne atlached EPAAcknowledgment af Consent.
I cedify Mat Ne waste minim¢ation stalement idenfified in 40 CFR 26227(a)(A I am a large quantAy generator)or(b)(rf I am a small puanMy ganerabr)is We.
Generatorsl0lterorsP'teNfypedName SignaWre MonN Day Year
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� 20.Designat " Owneror Operatoc CeNficatlon of receipt of hazaMous matenals mvered hy the manrfest pt as nded in Ifem i8a ' ? /
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L"NIFORM HAIARDOUS WASTE MANIFEST Zt Generator ID Number 22.Page t3.Mani(eat TracYJng Num6er
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2<:Geiiererots Name �GgG TRUSTlATTN:GEOd20E FALLON,TRUSTEE.
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27a. 27b.U.S.DOT Descnp6on(induding Praper Shipping Name,Harab Gass,ID Num6er, 28.Containers p9,7pml 30.Unfl
31.Weste Codes
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EPAForm8700-22A(Rev.3-05) PreviousediUonsareobsolete. DESIGPIATED FACILITYTO GENERATOR
'' �Please print or type.(Form designed for use on elite 72.pRch)typewriter. Form Approved.OMB No.2050-0039
�IINIfORM HAIARDOUS ��Geneafor ID Numher . 2.Page 1 of 3.Emergency Response Phone 4.M c n u be
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5�.Geneators Name and Mailing AGdress ���u� Generotofs Site ACdress(il EiRerent ihan maiiing address)
208 DERBY STREET
, ATTh}: GEORGE FALLON,TRUSTEE 8 PEARL STREET
SALEM, MA 09970 SAIEM.MA 01970
� GeneratnrsPhonei Q,.- . A
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e.Designated Fadliry Name and Site Address EQ�R�, �NC. U.S.EPA ID Number .
I � 9923 FREDERICK AAID 980 991 �Ei
DETRQfT, MI 48211
Fadiitys Phone: (°+13}'947-13�
I' � ga_ 9b.U.S.DOT Descnption(induding Pmper Shipping Name,HazaN Class,ID NumOer, � 10.Conttiirers . ��,7ohal 12.Unit ..
ryM and Padting Group(M any)) 13.Wasle Codes
No. Type � Quanfiry WiNol.
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' 15. GENERATOR'SIOFFEROR'S CERTIflCAT10N: I hereby Oeclare mat the contenis of Nis mnsignment are Nlly and asuralety descnbed above by ihe proper shipping name,and are dassified,packaged,
marked and IabeledlplacaNed,and are in ell respecfs in Droper contlNon for transport aaoNing lo applicable intemationai and na6onal govemmental regulaGons.It eMpoM shipmenl and I am Me Primary
Exporter,I ceNfy Mat ihe con�enk of ihis consignment conform to tlre fertns of ihe atlached EPAAcknoxAedgment of ConSenL
' I cetliy Ihat Ne waste minimizatlon statement iCm6fied in 40 CFR 26227(a)(rf I am a large quantity generzlor)or(b)(AI am a small quanfity geneiator)is W�.
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❑ Quantity . . ❑Type ❑Residue ❑PaNal Rejeqion ❑Full Rejectian
ManHest Reterence Number.
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y79.Hazardous Waste Report Manegement Method Codes(i.e.,o�Ees fir hazardous waste treaMent,disposal,and reqding systems)
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1
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- �Pfease pnnt orlype.(Form designed for use on elite 12-pitch) writec . _ PP
�� 'UNIFORM HA7ARDOUS WASTE MANIFEST� 2�.Gerreremr ID Number �- � 22.Pege 23.ManifestTrocking Number
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25.TranspoM/Z CompanyName � - U.S.EPAIDNumber
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26.TrareWrter��CompanYName . �'Q� ,.,- � ��1� fW.I�.I�QV ,� �"�-�-C•(�`�V�"`��
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� Prinledlrype0 Name Signalure � Monih Day Year
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UNIFORM HAZARDOU$ ��Generetor ID Number ' 2,page 1 ot 3.Emergency Response Phone A Manihet ireGcin NumOer
WASTE MANIFEST NJ�787$r�� � � � � 0 0 71�l 0 6 51�_JJ K�
' S.Generator5 Name and Mailing Atltlress J�G�U� _ Generators Sim Address(rt Eifierent man mailing address) �
208 OERBY STREEI' j
, ATTN: GEORGE FALION;7RUSTEE g pEqR(,STREET
SALEM;MA 0197d , SALEM, MA 01870 .
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fi.Transporter 1 Company Name - `� U.S.EPA 10 Number
GOUIEf TRUCI4ING:INC MAC 300 006 '
, 7 Transporter2CompanyName � � - _�N • - U.S.EPAIDNumber �
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8.Designated FadlAyName antl SiteAdAress �Q DE��7,, INC. . U.S.EPAID Number - -
, 9 823 FREDERICK, MID 9B0 991 586
DETRO(T, MI 48211
FacilAys Phone: (3�$.�7-�3QQ .
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No. iype �uanti� �WLNoI.
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, 15. GENERATOR'S/OiFEROR'S CER'fIFICATON: I here6y tleGare t�at ihe contenis of Mis mnsignment a2 Nlly and acaretely descnhed above by Me proper shipping nama,ard are classifieE,packageA, '
marked and Ia6eledlplacarCed,anE ere in all respecLs in praper conENon kr transport acm�ding to appliwble intemational and nafional govemmental regulations.If export shipment and I am Ihe Gnmary
Fxporter,I certlfy Nat the contenfs of Ihis consignment conform M the lertns of tl�e atlarhed EPAAcknowietlgment of Consent.
. ;I cero(y that the waste minim'vatlon statement ider�Ofied in 40 CFR 262.27(a)(if I em a la�ge quanfiry generator)or(b)(AI am a small quanMy generator)is We.
� Generffiors�ORerofs �tedRypeG Name Signature. (1� MQonih Oay Year
'(`�4 G'e- O d �f.' �°� (3-6� � d 16 '
� 16.Intemafional5hipments '
Z � � ❑ImportloU.S. ❑F�yortfromU.S. PortofenUylexX:
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I1P ❑Residue ❑Pzrlial Rejection ❑Full Rejectlm
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LL Fadlitys Phone:
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2a.�eneremrs Name JagQ TRUST/ATTN;GEORGE FALLON,TRUSTEE
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6.TrznsporteilCompanyName� . . LLS.EPAIDNumber
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� �7.Tansporter2CompanyName 11.S.EPAIDNumber
PROVIDENCE S WORCESTER RAILROAD MAD 059 020 834
8.Designated FadlAy Name and Site AdEass EQ DETROIT, �NC. U.S.EPA ID Number ,
� 1923 FREDERICK MID 980 991 5�6
DETROIT, Mi 48211
Faur sPnone: (39$)347-1300 �
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' 15. GENERATOR'SIOPFEROR'S CER7IFICATION: I hereby dedaie that the contertls of this consignment are fully and accurotely descnbad ahove by the proper shipping name,ard are Gassfied,package4 �
� marked and IabeledlDlacaMed,and are in all respecls in OroPer condNon for trenspod accoNing to applicable intemational and natlonal govemmental regulatlons.If expoR shipment and I am the Pnmary
Ezporler,I ce�ify ihal ihe conten6 of ihis consignment contorm to ihe tertns of Ne atlached EPAAcknowled9ment of Consent.
� I.certAy Mat Ne waste minimirafion statement idenfRied in 40 CFR 26227(a)(A I am a large quantiry gene2tor)or(6)(if I am a small quantlry generator)is We.
GeneratofslOfferof�nn�ypedNa� �� �� � ���r SignaNre�� ,(�� Q� �� �e�
i�1 l c...
r
� ifi.Inlemaiional Shipmenls
F ❑Import to U.S. Evport fiom U.S. Pod oi entrylezit:
= TransportersignaWre(forezp,oRsonly): . . . . �. . DateleavingU.S.:
W 17.7ransporterAcknovAedgmeM of Receipt of Materials� � .� ' . '!r t � {� + �� . . '. '• . � ,
� TranspoderiPnnted/T etlName � Signature M�on7ih Dayq� �Year
' � , ..�_ � %� B / �/ Q
a Transporler2PnmedfTypedName Signature �/.� ManN Day Year
� ,,. . _ �i.p.�/�'„ V�VI .:/� i/._ .� 1� �, /� /7 .7 /O
18.Discrepancy� � �
, - i8a.Disuepancy Indica6on Space � Quantiry ❑Type ❑Residue ❑Parfial Rejectlon ❑Full Rejectlon
t,� Manifest Reference Number:
' � 186.NtemateFadlAy(arGenerator) � � ILS.EPAI�Number � .
J
U
.� LL� Faciliys Phone: � � � � � �
' y�j 18a Signature o�Aitemate Facility(or GenereWr) � � � � �� . Monih , Day� Year
Q
Z
. y 19.Hazardous Waste RepoA Management Method Codes(i.e.,codes for hazallous waste treaMent,disposal,and recyding systems)
� 1. 2. 3. � 4.
� H11"i
� 20.Designated Fadlity Owner or Ope2lor.CeNficaGon of receipt of hazallous matenals covered by tl�e manifest except as nded in IFem i8a �;'�
PnntedR�dN� � ��C�s � / . SignaNre � % , 4�� f�yTJ ye,\
O /� r— � � �_._— J U� / u
' EPA Form 8760-22(Rev.30 revious editions are obsolete. � DESIGNATED FACILITY TO GENERATOR .
�_�. �
� ' �.�P,n� `,. S
Please pririt'or�!pe. Fortn desi ned tor use on elite(12•pitch typevrtitec Form Approved.OMB No.2050-0039
- UNIFORM HAZARDOUS WASTE MANIFEST Z�+Ge"aramr I�Number 12.Page Y3.Manitest Tacking Number
'- �� (ContinuationSheet) . . , pp q7a. . � � F 1 . .J.1 .
2a.�e�e�atorsName ,JGgL3�UST/ATTN:GEORGBFALLON,TRUSTEE
t: 208 DE�tBY 3TREET 8 PEARI STREET
' SALEM. 019T0 . > , ' `� S4LEAR.MA 01970 ;
- � 25 Transpotter3_� � CompanyName . � U.S.EPAIDNumber
CSX TR�ISPQRTATION.It�. FL�Ob6 921 340
� . U.S.EPA ID Number �
; 26,TrenspoMr_ Company Name .. - � .
27a. 27b.U.S.�OT Desaiption(induding Proper Shipping Name,HaraN Gass,ID Numbet 28.Con�ainers pg,Total 30.Unft
31.Wasle Codes
. HM andPackirgGroup('rfany)) No. Type �uantiry WlNol.
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� ��� 33.Tra Mr�_Admowle� merRofRecei MMaterials . ..
F PnMed!(yped Name SignaNre . Monih Oay Year
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' 4 36.Hazardous Waste Report Management MelhoO Codes(i.e.,co0es for hazallous waste treatment,disposal,and recydin9 syslems)
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�.�. � '" .' . '4.
Ptease pri`nt or type.(Fomi designed for use on elite(12-pitch)rypewriter.) Porm Approved.OMB No.2050-0039
UNIFORM HAIARDOU5 ��Generafnr I�Number 2.Page 1 of 3.Emergency Response Phone d.Man t ckin Number
' �WASTE MANIFEST MP8 787 452 004 ' � ($� $�$-$�� Q��3�t Q 6 5 3 JJ K
5.Generatofs Name and Mailing Address �G&G�� Generalors Srte Address(if EtlfeRnt than mailing adEress)
208 DERBY STREEf
ATTN: GEORGE FALLON,IRUSTE� 8 PEARL STREE?
, SALEM, MA 05970 SRLEnA, MA 01970
Geneator's Phone: G
6.TronspaRer 1 Canpany Name U.S.EPA ID Number
dOULEf TRUCKING. INC MAC 300 0�038
' 7.Transpoder2 CompanyName U.S.EPAID Numher .�
PROVIDENCE 8 WQRCE5TER RAlLROAD MAD 059 020 834
8.Designaled Fadliry Name and SiteAddress EQ DETROR, ��.. U.S.EPA ID Number
� ' 9823 FREDERICK MtD 980 991 588
DETROIT, MI 48211
. Facilil�s Phone: 1.3 .�7-�.3� � .
' , ga 9b.U.S.DOT Descnption(indutling Proper Shipping Name,HazaN Ciass,ID Num6er, 10.Containers 11.Total 12.UnA� �3.Waste Codes
HM andPackingGroup(rfany)) No. Type �uanfity 4Vt.Nol.�
o x ��Rn,�n�on,r�raWs�e,�ua.n.o.a.,c�asa�,a,Pom,(tmse),�o oT F
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' 14.Special Handling Instrucfions and AO�itlonal Inkimation
1.M095082QE7R 1(S.�801L WITH LEAO VIA RAIL
' 15. GENERATOR'SIOFFEROR'S CERTIPICATION: I hereby declare that ihe contents of ihis consignment are fully antl acarotety descriheA a6ove by ihe pmper shipping name,artl are Uassified,package0,
maAcetl and Ia6ele0/placaMeO,and are in all respects in pmper conditlon for transpod auoMing lo applica6le intematlonalantl national govemmental regulafionsJf exporf shipment and I am ihe Pdmary
Exporter,I cerliM1/that ihe con�ent5 of ihis wnsignment confortn to ihe terms of ihe atlached EPAAcknowledgmen�o(Conunt.
I certify that ihe waste minimization statement identifed in 40 CFR 2fi227(a)(R I am a large quantlry generator)or(b)(AI am a small quan6ly genera is We.
Generatorsl0lferofs P�tedRyped Name SignaNre Monih Day Year
���c.e, Pc��ti�e. SP�v�� a�� e oy 2 ta
� 16.IntemationalShipmen(s �
i- ❑Impo�t lo U.S. ❑EzpoA fiom U.S. POA of entrylexd:
, � TransportersignaWre�forexpoAsonly): DateleavingU.S.: �
W 17.TransponerAcknovAedgmentofReceiptofMaterials
� TransOorter 1 PrintedRyped Nama Signature,� �j n � Month Day Year
� G I`p G�i.� G GGµ���,+.5 �1�-. �X�'° a
, a ., µ e� lV
Q T2nspo 2 Pnnted/Typed Name SignaWre % /J //' Manih Day �Year
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18.�crepancy . � ' - ,�
, j iBa.bisaepancylndicatlonSpace � puan�
Ihty ❑Tyye ❑Residue ❑PartlalRejection ❑fullRejecfion
Manifest Refe2nce Number:
' � i8b.Ntemate Facility(or Generator) � U.S.EPA ID Number
J
U
LL Facilit�s Phone: � � .
y�j 18c.Signature of Ntemate Fadlity(or GenerzWr) Monih Day Year
' a
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y19.HazaMous Waste Report Management Method Codes(i.e.,todes for hazallous waste treaMent,disposai,and recycling systems)
0 7. 2. 3. - 4. �
, Hi11
� 20.Designatetl Fadlity Qwner or Operetoc CeNficatlon M recei0�of hazallous materials mveref��manAest exce � n em �
PnntedRyped SignaNre ( �" My� y Year
G � � ��t"�-.-<r-� �d � /�/
, EPAPorm8706-22(Rev.3�o5) Previouseditlonsareobsolete. �ESIGNATEDFACILITYTOGENERATOR
�+ .�., �
�
, �lease.� 'nt or type.(Form designed for use on elite(12-pitch wrilec Fortn Approved.OMB No.2�50-0039�
� UNIFORM HAZARDOUS WASTE MANIFEST Z��.Generaror lo Number 22.Page 29.ManMeat Trocking NumOer
'. ' ICo�nuation Sheet) -.. „A�p� ..�--�� n r n :, aa� �v . .
2a:Gene�amrs Name 3Gg�+7RU8T!Al?N:GEOI�GE FALLON,TRUSTEE
20&DERBY STREET 8 PEARL STREET
, enrcra a n� n en� ka re n�n7
� 25 Transportea Company Name . U.S.EPA ID Numhar
. CX T 4 . PC):R Nf: FI. �I1tIR 0�1�:�a1t1 �.
26.Trensporter_ Company Name - � � � U.S.EPA ID NumOer � �
, 27a. 27b.U.S.DOT Descnption(indu0ing Proper Shipping Name,HezaN qass,I�Numher, 28.Containers �� yg,Total 30.Und 31.Waste CaGes �
HM andPadtingGroup(ilanyJ) No. T e d�s�dty 'NWoI.
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W� PrinteMypedName SignaWre Monih Day Year
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' = 34.Trzns� rter_AcknovAeGgmentMRecei tMMateriab . - � �
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� 35.Discrepancy � - � �
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' a 36.Hazallous Wasle Repod Management Method Codes(i.e.,w0es for hazarEous wasle treatment,disposal,antl recyding systems)
2
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' �. � . . � , : . ....:.....:._ . . . .. r;.' �� . . . .
� Plea:s�nnt ort,rye.(Form designed(or use on elite(12-pitch)typewriter.) €��� Fofm Approved.OMB No.2050-0039
IJNIFORM HAZARDOUS ��Generemr ID Number � 2.Page 1 of 3.Emergenq Response PAone 4.Man' n u be
, WASTE MANIFEST MP9 787 452 004 � (800)535-5053 0������5 4 JJ K
5.GeneralorsNameandMailingAddress ��G��� GeneretotsSileAddress(tldiRerentthanmailingatldress)
208 DERBY S7REEf
' ATTN: GEORGE FALLOtd,TRUSIEE 8 PEFeRL STREEf
SAl.EM, MA 01970 ; SALEM, MA Oi970
Generalots Phone: .7 7 . d
6.Transporter 1 Company Name . U.S.EPAI�Num6er
GOULET 1RUCKlNC3 tNC ' WIAC 3�006 0.',8
, 7.Trensporter 2 Company Name U.S.EPA I�Number
PROVIDENGE&W�RCESTER RAILROAD MAD 059 U20 834
B.DesignatedFaalityNameantlSiteAddress EQDETROff, �N�i. U.S.EPAIDNumber .
' 1923 FREDERICK AflID 980�9 586
DE7ROR, MI 48211
Fecili s Phone: (313�.�7-�3OO
' gy 9b.U.S.DOT Descriptlon(induding Proper Shipping Name,HazaN Class,ID Number, 10.Containers it,7otal 12.UnR 13.4Vaste Codes
HM and Padting GrouO(�any)) No. Tyye Quanfiry WiNol.
� X i.R�,NA3€177�F�rdws waste,soYd.n.o.s.,(Lea�,9,PGiN,(D0�).ERG DT F D008
o t177
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' 14.SpepalHantliinglnsWctionSandAdditionallnfortnation ' �
1.H09SOg2DETR/{S,E)SOIL WI'fH LEAD Vlfi RAIL
' 15. GENERATOR'SIOFFEROR'S CERTIFICATION: I hereby dedare ihat ihe contenis Mthis consignment are fulry and accurately described above by the proper shipping name,aM are Gassfiea,packaged,
ma�ked end IabeleNplacaNed,and are in all respecls in pmper wntliM1on kr transport aaording�o applicahle intemational and national govemmental regulationsJf exDoh shipment anG I am Ihe Pnmary
Ezporter,I cerlify Mat the contenLs of ihis o�nsignment caMortn to me lerms of the atlached EPAAcknowledgment of Consem.
I certify ihat ihe waste minimization sta�emen�iden'Nied in 40 CFR 262.27(a)(if I am a large quantity gene2lor)or(b)(if I am a small quar�ty ge erator)is ime.
' GeneratofN0lfemtsP�ntedRypedName SignaWre � Monih Day Year
r�ce� �a � S-Q'�c. ��- oa��- �7
.� 16.Intematlonal Shipmenis
F ❑Import to U.S. ❑Export from U.S. Port of entry/exiC
, � Transporter signaWre(for expods onty): Date leaving U.S.: .
W 17.TrensporlerAdmovAedgmentMReceiptofMalenals �
� Transporter 1 PnnteGRyped Name Sig aNr % � Month Day Vear
y ��
2Q Transp/ort 2 PnmetlRyped Name - BignaNre � � ' M nih ay Vear
� / /O!, ;I �., .'� ./� ,-.- '/.s. � �p
18.Disaepanq W .. ^ . .
' ? 18a.Disaepancy Indication Space � puantity ❑Type ❑Residue j ❑Full Re
I ❑PaNal Re eclion jection
Manifest Reference Numher:
' � 18b.AttemateFadlity(orGenerator) U.S.EPAIDNumber �
J
f..l
� Faulitys Phone:
W ieuSignatureofAttemaleFacility�orGenerator) - Monih Day Year
, . Q
Z
y79.Hazallous Wasle Report Management MeMod Cades(i.e.,wdes Por hazabous waste treatrnent,disposal,and recyding systems)
0 1. 2. 3. . 4. .
, H119 ,^ �
� 20.Designated Faciliry Qwner or 0 eralor.Cenification of receipt of hazardous materials covered by��anifest ex�ce asnReE in Aem tea�
Pnnted/Typed Name � � � / / �( SignaNre ( h�!�+7 � Ye?�
J�r�..�a,�, .(,� ' T ' a U
, EPAForm8700-22(Rev.3-05) PrevpGseditionsareobsolete. .��_,,�---�^'� DESIGNATEDFACILITYTOGENERATOR
�
.- . -:- .� . :., Y '.
'� aPleage p�ntyr.type. Foim designed for use on elite 12-pitch wiiter.) - � � FoimApproved.OMB No.205D-0039�
� UNIFORMNAZARDOUSWASTEMANIFEST ���Gene2toNDNumDer . 22:Page 23.h1anMestT�ad6ngNum6er
I ' ` . (r.00tIIlU2(00$h281) nDL19 7 F h . O C 1 fLRF 11 �V � ,
za.Generetots Name. �}GgG TRUST/ATTN:GEORGE FA(.LOM,TRUSTEE
208 DERBY STREET 8 PEARL STREET .
' cne cw ti.e. �o�n cea�F ana 9 n
� 25. Txnspotlea._ CompanyName U.S.EPAI�Number �=
�C {31�t�l.SRORTA710N. MC. LDQ069?_934,Q � ,
26.�Transpotler_ Company Name ' U.S.EPA ID Number
, 27a. 276.U.S.DOT Description(induding Pmper Shipping Name,Hazard qass,l0 Number. . � 28.Conqiners pg,Total 30.UnH
37.Waste Codes
HM anA Paddng�roup(if any)) - No. Type �uanNy WtJVoI.
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� 32.SpecialHandlinglnsWdionsaMAEdNonallMormafion � -
' _.
' :� �33.Trens r=AcknovAed ment of Recei tof Matenals .
F PnnteMypetlName SignaNre � Month Day Year
K
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' = 34.Trans Aer_Acknowled mentofRecei to(Materials . � . .
� PnntedlTyped Name SignaNre Mont� Day Year
�
� 35.DiscreDancy . � � .
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, Q 36.HazarGous Waste Report Management Metlrod Codes(i.e.;codes for harardous wasle trea6nent disposal,and reqding systems) �
2
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' EPAFortn8700-22A(Rev.3-OS) Previouseditionsareobsolete. DESIGNATED FACILITYTO GENERATOR
�., -, ' ;�__ �_ _ .
1
'
,
'
,
'
,
,
,
' APPENDIX C
Public Involvement Notification Documents
'
'
'
'
t
'
'
,
'
� Pe�i
,., ' PFNNONI A40M7ES IN[.
CONSIILTNG ENGINEERS
' SPEG 0805
' September 24, 2010
I , Mayor Kimberiey Driscoll
Salem City Hall
93 Washingtan Street
' Salem, MA 01970
Re: Public Notification
' Release Abatement Measure Completion Report
Fortner Salem Shce Factory
8 Pearl Street
' DEP RTN 3-23213
Dear Mayor Driscoll:
' Pursuant to the requirements of the Massachusetts Contingency Plan (MCP), 310 CMR
40.1403 (3), this letter is being sent to provide notification that a Release Abatement Measure
, (RAM) Completion Report for the above-referenced location has been submitted to the
Massachusetts Department of Environmental Protection (DEP).
A copy of this document is available for review on the MassDEP Waste SitelReportable
t Releases websfte (htta://db.state.ma.us/de�/cleanuo/sites/search.asq) or may be obtained or
reviewed by appointment aYthe DEP Northeast Regional Office, Bureau of Waste Site Cleanup,
2056 Loweli Street, Wilmington, MA 01887 by calling (978) 6943200.
' If you have any questions regarding this notification or require additional information, please
contact the undersigned at (978) 749-9929.
' Sincerely,
' _ PENNONI ASSOCIATES INC.
��.q,� �•
Dennis P. Giustra .E.�
' Senior Engineer
'
'
'
100BurttRoad • Suite120 • Andover, MA01810 • Te1: 978•749•99Z9 • Fax: 978•749•9920
' 93 Stiles Road • Suite 201 • Salem,NH 03079 • Tel:603•Z26•1950 • Fax: 603•226•3235
www.pennoni.com
� Pe�i
' ������.
CONSIILi1NG ENGINEERS
� , SPEG 0805
' September 24, 2010
' Ms. Joanne Scott, Health Agent
120 Washington Street
4'" Floor
' Salem, MA 01970
Re: Public Notification
' Release Abatement Measure Completion Report
Former Salem Shoe Factory
8 Peari Street
', ' DEP RTN 3-23273
Dear Ms. Scott:
' Pursuant to the requirements of the Massachusetts Contingency Plan (MCP), 310 CMR
40.1403 (3), this letter is being sent to provide notification that a Release Abatement Measure
' (RAM) Completion Report for the above-referenced location has been submitted to the
Massachusetts Department of Environmentai Protection (DEP).
, ' A copy of this document is available for review on the MassDEP Waste Site/Reportable
Releases website (http://db.state.ma.us/dea/cleanuo/sites/search.aso) or may be obtained or
reviewed tiy appointment atthe DEP Northeast Regional Office, Bureau of Waste Site Cleanup,
205B Lowell Street,Wilmington, MA 01887 by calling (978) 694-3200.
II , If you have any questions regarding this notfication or require additional information, please
contact the undersigned at (978) 749-9929.
I'I � Sincerely,
�il ' PENNONI ASSOCIATES INC.
�.� P.
Dennis P. Giustra, P. .,�
III�� , Senior En ineer
9
'
I�, '
t
100 Butt[Road • Suite 120 • Andover, MA018I0 • Tel: 978•749•9929 • Fax: 978•749•9920
93 Stiles Road • Suite 201 . Salem, NH 03079 • Tel:603•226•I950 • Fax: 603-Z26•3235 �
I� , www.pennoni.com
S ` II
Massachusetts Department of Environmental Protection '
Bureau of Waste Site Cleanup BWSC104
RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number
Pursuant to 310 CMR 40.1000(SubpaA J) � - 23213
For sites with multiple RTNs,enter the Primary RTN above.
a srrE�ocnnoN:
1. Site Name/Location Aid: FMR SALEM SHOE FACTORY
2. Street Address: $ PEARL ST
3. CirylTown: SALEM 4. ZIP Code: 019700000
� 5. Check here if a Tier Classification Submittal has been provided to DEP for this disposal site. 4770291
� a. Tier IA � b. Tier IB � c. Tier IC ✓❑ d. Tier II 344615
6.If a Tier I Permit has been issued,provide Permit Number:
B. THIS FORM IS BEING USED TO: (check all that apply)
1. List Submittal Date of RAO Statement(if previously submitted):
mmlddlyyyy
� 2. Submit a Response Adion Outcome(RAO)Statement
� a. Check here if this RAO Statement covers additional Release Tracking Numbers (RTNs). RTNs that have been
previously linked[o a Tier Classified Primary RTN do not need to be listed here.
b. Provide additional Release Tracking Number(s) ❑ _ � ❑ _ �
covered by this RAO Statement.
� 3. Submit a Revised Response Action Outcome Statement
a. Check here if this Revised RAO Statement covers additional Release Tracking Numbers(RTNs),not listed on the
� RAO Statement or previously submitted Revised RAO Statements. RTNs that have been previously linked to a Tier .
Classified Primary RTN do not need to be listed here.
b. Provide additional Release Tracking Number(s) ❑ _ � ❑ _ �
covered by this RAO Statement.
� 4. Submit a Response Action Outcome Partial(RAO-P)Statement
� Check above box,if any Response Actions remain to be taken to address conditions associated with this disposal site
having the Primary RTN listed in the header section of this transmittal form. This RAO Statement will record only an
R40-Partial Statement for that RTN. A final RAO Statement will need to be subm itted that references all RAO-Partial
Statements and,if applicable,covers any remaining conditions not covered by the RAO-Partial Statements.
Also,specify if you are an Eligible Person or Tenant pursuant to M.G.L.c.21 E s.2,and have no further obligation to
conduct response actions on the remaining portion(s)of the disposal site:
� a. Eligible Person � b. Eligible Tenant
� 5. Submit an optional Phase I Completion Statement supporting an RAO Statement
� 6. Submit a Periodic Review Opinion evaluating the status of a Temporery Salution for a Class C-1 RAO Statement,as
specified in 310 CMR 40.1051 (Section F is optionalj
� 7. Submit a Retrection of a previously submitted Response Action Outcome Statement(Sections E&F are not required)
(All sections of this transmittal form must be filled out unless otherwise noted above)
Revised:02/28/2006 Page 1 of 7
, -
Massachusetts Department of Environmental Protection
Bureau of Waste Site Cleanup BWSC104
RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number
Pursuant to 310 CMR 40.1000(Subpart J) a " 23213
C. DESCRIPTION OF RESPONSEACTIONS: (check all that apply;for volumes,list cumulative amounts)
� 1. Assessment and/or Monitoring Only � 2. Temporary Covers or Caps
� 3. Deployment of Absorbent or Containment Materials � 4. Treatment of Water Supplies
� 5. Structure Venting System � 6. Engineered Barrier
� 7. Product or NAPL Recovery � 8. Fencing and Sign Posting
� 9. Groundwater Treatment Systems � 10. Soil Vapor Extraction
❑ 11. Bioremediation � 12. AirSparging
� 13. Monitored Natural Attenuation � 14. In-situ Chemical Oxidation
�✓ 15. Removal of Contaminated Soils
❑✓ a. Re-use, Recycling or Treatment � i.On Site Estimated volume in cubic yards
� ii.Off Site Estimated volume in cubic yards 850
iia. Facility Name: AGGREGATE RECYCLING Town: ELIOT tate: ME
iib. Facility Name: ENVIRONMENTAL QUALITY Town: DETROIT tate: MI
iii. Describe:
�✓ b. Landfill
� i.Cover Estimated volume in cubic yards
Facility Name: Town: State:
� ii. Disposal Estimated volume in cubic yards 90
Facility Name: P�NE TREE LANDFILL Town: HAMPDEN State: ME
� 16. Removal of Drums,Tanks or Containers: �
a. Describe Quantity and Amount:
b. Facility Name: Town: I State:
c. Facility Name: Town: � State:
� 17. Removal of Other Contaminated Media: -
a.Specify Type and Volume:
b.Facility Name: Town: State:
c. Faciliry Name: Town: State:
l
Revised:02/28/2006 Page 2 of 7
� ' Massachusetts Department of Environmental Protection
Bureau of Waste Site Cleanup BWSC104
RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number
Pursuant to 310 CMR 40.1000(Subpart J) a - 23213
C. DESCRIPTION OF RESPONSE ACTIONS(contj: (check all that apply;for volumes, list cumulative amounts)
❑ 18. Other Response Actions:
Describe:
. � 19. Use of Innovative Technologies:
Describe:
D.SRE USE:
1. Are the response actions that are the subject of this submittal associated with the redevelopment, reuse or the major
expansion of the cunent use of property(ies)impacted by the presence of oil and/or hazardous materials?
Q a. Yes � b.No � c. Don't know
�� 2. Is the property a vacant or under-utilized commercial or industrial property("a brownfield property")?
aa. Yes � b.No � c.Don't know
3. Will funds from a state or federal brownfield incentive program be used on one or more of the property(ies)within the disposal
site?
� a. Yes � b.No ✓� c.Don't know If Yes, identify program(s):
4. Has a Covenant Not to Sue been obtained or sought?
� a. Yes � b.No Q c.Don't know
5. Check all applicable categories that apply to the person making this submiHal: � a.Redevelopment Agency or Authority
� b. Community Development Corporation � c. Economic Development and Industrial Corporation
� d. Private Developer � e.Fiduciary � f. Secured Lender � g. Municipality
� h.Potential Buyer(nonowner) �✓ i.Other,describe: OWNER
This data will be used by MassDEP for information purposes oniy,and does not represent or create any legal commitment,
obligation or liability on the part of the party or pereon providing this daW to MassDEP.
E RESPONSE ACTION OUTCOME CIASS:
Specify the Class of Response Action Outcome that applies to the disposal site,or site of the Threat of Release.
� Select ONLYone Class.
� 1. Class A-1 RAO: Specify one of the following:
. � a. Contamination has been reduced to background levels. � b. A Threat of Release has been eliminated.
� 2. Class A-2 RAO: You MUST provide justification that reducing contamination to or approaching background levels is
� infeasible.
� 3. Class AJ RAO: You MUST provide an implemented Activity and Use Limitation(AUL)and justification that reducing
contamination to or approaching background levels is infeasible.
4. Class Ad RAO: You MUST provide an implemented AUL, justification that reducing contamination to or approaching
� background levels is infeasible,and justification that reducing contamination to less than Upper Concentration Limits
(UCLs) 15 feet below ground surface or below an Engineered Barrier is infeasible. If the Permanent Solution relies upon an
, Engineered Barner,you must provide or have previously provided a Phase III Remedial Action Plan thatjustifies the selection
of the Engineered Barrier.
Revised:02/28/2006 Page 3 of 7
� Massachusetts Department of Environmental Protection
Bureau of Waste Site Cleanup BWSC104
RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number
Pursuantto310CMR40.1000(SubpartJ) � - 23213 I
E. RESPONSE ACTION OUTCOME CLASS(corn.): �
❑ 5. Class B-1 RAO: Specify one of the following:
� a. Contamination is consistent with background levels ❑ b. Contamination is NOT consistent with background
levels.
� 6. Class B-2 RAO: You MUST provide an implemented AUL.
❑ 7. Class 83 RAO: You MUST provide an implemented AUL and justification that reducing contamination to less than
Upper Concentration Limits(UCLs) 15 feet below ground surface is infeasibte.
� S. Class C-1 RAO: You must submit a plan as specified at 310 CMR 40.0861(2)(h). Indicate type of ongoing response
actions.
� a. Active Remedial System � b. Active Remedial Monitoring Program � c.None
� d. Other Specify:
� 9. Class C-2 RAO: You must hold a valid Tier I Permit or Tier II Classification to continue response actions toward a
Permanent Solution.
F. RESPONSE AC710N OUTCOME INFORMAiION:
1. Specify the Risk Characterization Method(s)used to achieve the RAO described above:
Q a. Method 1 � b.Method 2 � c.Method 3
� d. Method Not Applicable-Contamination reduced to or consistent with background,or Threat of Release abated
2.Specify all Soil Category(ies)applicable. More than one Soil Category may apply at a Site. Be sure to check off all APPLICABLE
categories:
� a. S-1/GW-1 � d.S-2/GW-1 � g.S-3/GW-1
� b. S-1/GW-2 � e.S-2/GW-2 � h.S-3/GW-2
Q c. S-t/GW-3 � f. S-2/GW-3 � i. S3/GW3
3. Specify all Groundwater Category(ies)impacted. A site may impact more than one Groundwater Category. Be sure to check off
all IMPACiED categories:
� a. GW-1 � b. GW-2 � c.GW3 � d.No Groundwater Impacted
. Specify remediation conducted:
� a.Check here if soil remediation was conducted.
� b.Check here if groundwater remediation was conducted.
5.Specify whether the analytical data used to support the Response Action Outcome was generated pursuant to the DepartmenPs
Compendium of Analytical Methods(CAM)and 310 CMR 40.1056:
� a. CAM used to support all analytical data. Q b.CAM used to suppoR some of the analytical data.
� c.CAM not used.
� 6.Check here to certify that the Class A,B or C Response Action Outcome includes a Data Usability Assessment and Data
Representativeness Evaluation pursuant to 310 CMR 40.1056.
7.Estimate the number of acres this RAO Statement applies to: 0.59
Revised: 02/28/2006 Page 4 of 7
� Massachusetts Department of Environmental Protection
Bureau of Waste Site C/eanup BWSC104
' RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number
� - 23213
Pursuant to 310 CMR 40.1000(Subpart J)
� G. LSP SIGNATURE AND STAMP:
I attest under the pains and penalties of pery'ury that I have personally examined and am familiar with this transmittal form,
including any and all documents accompanying this submittal. In my professional opinion and judgment based upon application
of(i)the standard of care in 309 CMR 4.02(1),(ii)the applicable provisions of 309 CMR 4.02(2)and(3),and 309 CMR4.03(2),and
(iii)the provisions of 309 CMR 4.03(3),to the best of my knowledge, information and belief,
> if Section 8 indicates that either an RAO Sfatement,Phase I CompleGon Statement and/or Periodic Review Opinion is being
provided,the response action(s)that is(are)the subject of this submittal(i)has(have)been developed and implemented in
accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to
accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21E and 310 CMR
40.0000,and(iiij comply(ies)with the identifed provisions of all orders,permits,and approvals identified in this submittal.
I am aware that significant penalties may result,including,but not limited to,possible fines and imprisonment, if I submit
information which I know to be false,inaccurate or materially incomplete.
1. LSP#: �051
2. First Name: DENNIS 3. Last Name: GIUSTRA
4. 7elephone: �978) �49-9929 5. 6ct.: � 6. FAX:
7. Signature: DENNIS GIUSTRA
�0a1th of lN�ss� �,
8. Date: �0/7/2010 �c°c c�G�
mmlddlyyyy 9. LSP Stamp: o
F a
� Electronic �^
� Seal o
�
,SedSife P�O�eyy`
H. PERSON MAKING SUBMfiTAL:
1. Check all that apply: � a.change in contact name � b.change of address � c. change in the person
undertaking response actions
2. Name of Organization: �G&G TRUST
3. Contact First Name: GEORGE 4.Last Name: FALLON
5. Street: 208 DERBY STREET 6.Title:
7. City/Town: SALEM 8. State: MA 9. ZIP Code: 019700000
10. Telephone: (978)745-2004 �� E�R.: � �2 FAX:
Revised:02/28/2006 Page 5 of 7
� Massachusetts Department of Environmental Protection
Bureau of Waste Site Cleanup BWSC104
RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number
Pursuantto310CMR40.1000(SubpartJ) � - 23213
I. RELATIONSHIP TO RELEASE OR THREAT OF RELEASE OP PERSON MAKING SUBMITTAL:
a1. RP or PRP � a. Owner � b. Operator ❑ c. Generator � d. TranspoRer
❑e. Other RP or PRP Specify:
� 2. Fiduciary,Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21 E,s.2)
� 3. Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21 E,s.SQ))
� 4. Any Other Person Making Submittal Specify Relationship:
� J. REQUIRED ATTACHMENT AND SUBMITTALS:
' t. Check here if the Response Action(s)on which this opinion is based,if any,are(were)subject to any order(s),permit(s) ,
� and/or approval(s)issued by DEP or EPA. If the box is checked,you MUST attach a statement identifying the applicable
� provisions thereof.
� 2. Check here to certiy that the Chief Municipal Officer and the Local Board of Health have been notified of the submittal of
an RAO Statement that relies on the public way/rail right-of-way exemption from the requirements of an AUL. i
� 3. Check here to certify that the Chief Municipal Officer and the Local Board of Health have been notified of the submittal of a
RAO Statement with instructions on how to obtain a full copy of the report.
4. Check here to certify that documentation is attached specifying the location of the Site,or the location and boundaries of
� the Disposal Site subject to this RAO Statement. If submitting an RAO Statement for a PORTION of a Disposal Site, you
must document the location and boundaries for both the portion subject to thissubmittal and,to the extent defined,the entire
Disposal Site. '
5. Check here to certify that,pursuant to 310 CMR 40.1406,notice was provided to the owner(s)of each property within the
Q✓ disposal site boundaries,or notice was not required because the disposal site boundaries are limited to property owned by
the party conducting response actions.(check all that applyj
� a. Notice was provided prior to,or concurrent with the submittal of a Phase II Completion Statement to the Department.
� b. Notice was provided prior to,or concurrent with the submittal of this RAO Statement to the Department.
Qc. Notice not required. d. Total number of propeRy owners notified,if applicable: Q
6. Check here if required to submit one or more AULs. You must submit an AULTransmittal Form(BWSC113)and a
❑ copy of each implemented AUL related to this RAO Statement. Specify the type of AUL(s)below: (required for Class
A3,A-4,B-2,B3 RAO Statements)
� a. Notice of Activity and Use Limitation b. Number of Notices submitted:
❑ c. Grant of Environmental Restriction d. Number of Grants submitted:
� 7. If an RAO Compliance Fee is required for any of the RTNs listed on this transmittal form,check here to certify that an RAO
Compliance Fee was submitted to DEP,P.O.Box 4062,Boston,MA 02211.
� 8. Check here if any non-updatable information provided on this form is incorrect,e.g.Site Address/Location Aid. Send
corrections to the DEP Regional Office.
Q 9. Check here to certify that the LSP Opinion containing the material facts,data,and other information is attached.
Revised:02/28/2006 Page 6 of 7
� Massachusetts Department of Environmental Protection
Bureau of Waste Site Cleanup BWSC104
RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number
Pursuantto310CMR40.1000(SubpartJ) . � - 23213
K CERTIPICATION OF PERSON MAKING SUBMITTAL:
t.I, GEORGE FALLON ,attest under the pains and penalties of perjury(i)that I have personally
examined and am familiar with the information contained in this submittal,including any and all documents accompanying this
transmittal form,(ii)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,and(iii)
that I am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. I/the person or
entity on whose behalf this submittal is made am/is aware that there are significant penalties,including,but not limited to,
possible fines and imprisonment,for willfully submitting false,inaccurate,or incomplete information.
2 BY GEORGE FALLON
3. Title:
Signature
4. For: �G&G TRUST 5. Date: �0/7/2010
(Name of person or entity recorded in Section H) mmlddlyyyy
� 6. Check here if the address of the person providing ceRification is different from address recorded in Section H. �
7. Street:
8. CitylTown: 9. State: � 10. ZIP Code:
11. Telephone: 12.Ext.: � 13. FAX:
YOU ARE SUB.IECT TO AN ANNUAL COMPLIANCE ASSURANCE FEE OF UP TO$10,000 PER
BILLABLE YEAR FOR THIS DISP0.SAL SITE. YOU MUST LEGIBLY COMPLETE ALL RELEVANT
SECTIONS OF iHIS FORM OR DEP MAY RETURN THE DOCUMENT AS INCOMPLETE. IF YOU
SUBMfT AN INCOMPLETE FORM,YOU MAY BE PENALIZED FOR MISSING A REQUIRED DEADLINE
Date Stamp(DEP USE ONLY:)
Received by DEP on
10/7/2010 4:19:20 PM
� Revised:02/28/2006 Page 7 of 7
LETTER OF TRANSMITTAL i
� TO: J.G. & G. Trust
� PeA� 208 Derby Street
Salem, MA 01970
PENNONI ASSOCIATES INC.
CONSULTING ENGINEERS
Phone: Fax:
100 Burtt Road,suice i zo p�7ENTION: Mr. George Fallon
Andover, MA 07870
Tel: 978-749-9929
Fax: 978-749-9920 DATE: 10/8/10 JOB NO. SPEG 0805
FROM: Dennis P. Giustra, P.E., LSP
93 Stiles Road, Suite 201
saiem, NH 03079 RE: 8 Peazl Street, Salem, RT'N 3-23213
WE ARE SENDING YOU � Attached ❑ Under separate cover via the following items: ��
❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of Letter ❑ Change Order ❑
UST OF ITEMS TRANSMITTED
COPIES DATE NO: DESCRIPTION
2 9/24/10 Release Abatement Measure Completion Report, Former Salem
Shoe Factory, 8 Peazl Street, Salem, MA 01970, DEP RT'N 3-
23213
2 10/7/10 Class A-2 Response Action Outcome Statement and Supporting
Documentation Including Method 1 Risk Chazacterization, Former
Salem Shoe Factory, 8 Pearl Street, Salem, MA 01970, DEP RTN
3-23213
THESE ARE TRANSMITTED as checked below: � .
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
� For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for wnections ❑ Return correded prints
❑ For review and wmment ❑
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
cory ro B. Poole, SP Engineering;
File
SIGNED: �
1/enc/osures are not as noted,kindly notify t once.
TR 1212004
' Pe�i
' PENNONI ASSOCIA7EC INC.
CONSULTING ENGIN¢ERS
'
CLASS A-2 RESPONSE ACTION OUTCOME STATEMENT
' AND SUPPORTING DOCUMENTATION
INCLUDING METHOD 1 RISK CHARACTERIZATION
' FORMER SALEM SHOE FACTORY
� 8 PEARL STREET
SALEM, MA 01970
DEP RTN 3-23213
�
' Project Number: SPEG 0805
' Prepared for:
, Mr. George Fallon
J.G.& G.Trust
208 Derby Street
' Salem, MA 01970
,
,
Prepared by:
, Pennoni Associates Inc.
100 Burtt Road
, Suite 120
Andover, MA 01810
,
' October 7, 2070
'
100 Burtt Road • Suite 120 • Andover, MA 01810 • TeI:978•749•9929 • Fax: 978•749•9920
, � 93 Stiles Road • Suire 201 • Salem,NH 03079 • Tel: 603•226•1950 • Fax: 603•226•3235
www.pennoni.com
,
' TABLE OF CONTENTS
7.0 INTRODUCTION.................................................................................................................1
, 2.0 GENERAL SITE DESCRIPTION.........................................................................................1
, 3.0 REGULATORY STATUS......................................•••...........................................................2
4.0 ELIMINATION OF UNCONTROLLED SOURCES.............................................................6
t 4.1 REMEDIATION WASTE........................................................................................................6
5.0 RISK CHARACTERIZATION..............................................................................................6
' S.1 CURRENT AND FORESEEABLE SITE USES ..........................................................................7
5.2 SITE CHARACTERIZATION...................................................................................................7
5.2.1 Soil Categorization.......................................................................................................7
' 5.2.2 G�oundwater Categorization........................................................................................7
5.2.3 Cha�acterization of Background Conditions................................................................8
5.3 EXPOSURE POINT CONCENTRATIONS.................................................................................5
5.4 EXPOSURE ASSESSMENT...................................................................................................8
� 5.5 METFiOD 1 RISK CHARACTERIZATION.................................................................................8
5.6 CHARACTERIZATION OF RISK TO SAFETY...........................................................................9
5.7 CONCLUSION.....................................................................................................................9
' 6.0 FEASIBILITY OF REDUCTION TO BACKGROUND LEVELS .........................................9
7.0 DATA USABILITY ASSESSMENT AND REPRESENTATIVENESS EVALUATION..... 70
I8.0 LSP OPINION................................................................................................................... 11
' 9.0 PUBLIC INVOLVEMENT................................................................................................. 71
' FIGURES
Figure1 .....................................................................................................................Site Locus Map
' Figure 2...............................................................................................................................Site Plan
' TABLES
Tabie 1 ...............................Summary of Soil Analytical Results- Lead (Remaining Values- Lot 1)
' Table 2...............................Summary of Soil Analytical Results- Lead (Remaining Values-Lot 2)
APPENDICES
' Appendix A.....................................................................Groundwater Laboratory Analyticai Report
Appendix B............................................................................................................Public Notification
'
, Class A-2 Response Action Outcome i
8 Pearl Street,Salem, RTN 323213 October 7,2010
F:\ PROJECTSISP EngineeringlSalem�8 Pearl StreetUteportsUiA01A2-RAO.doc
t
,
, 1.0 INTRODUCTION
' On behalf of J.G. &G. Trust, Pennoni Associates Inc. (Pennoni)has prepared the enclosed Class
A-2 Response Action Outcome (RAO) Statement (BWSC-104) and supporting documentation
including a Method 1 Risk Characterization for portions of the former Salem Shoe Factory property
, identified as 8 Pearl Street in Salem, Massachusetts(the Site). This documentation indicates that
the Site meets the requirements for a Ciass A-2 RAO since a permanent solution has been
achieved and Activity and Use Limitations (AUL) are not required to maintain a level of No
�, , Significant Risk.
The Massachusetts Department of Environmental Protection (DEP) identifies the Site under
I � Release Tracking Number(RTN)3-23213. In September 2003, a RAM Plan was prepared for the
Site to facilitate, in accordance with the Massachusetts Contingency Plan (MCP), 310 CMR
40.0000, the excavation and off-site disposal of additional impacted soils from the Site, originated
under a Limited Removal Action(LRA). Release Abatement Measure(RAM)activities were receMly
' completed and, as a result,the site was determined to meet the criteria for closure under the MCP.
The findings and conciusions required to supplement the RAO Statement are presented below.This
I, ' repoR has been formatted to follow the provisions in the MCP, 310 CMR 40.1056 for a Class A-2
RAO,and 310 CMR 40.0900 for a Method 1 Risk Characterization. RAO Transmittal Form(BWSC-
104) has been submitted concurrently with this report following DEP procedures for electronic
I , submittals.
2.0 GENERAL SITE DESCRIPTION
, The Site is listed as 8 Pearl Street in Salem, Essex County,Massachusetts,but is actually located at
the end of Saunders Street in an area of mixed, multi-family, residential properties. The Site is
' identified as Lots 87 and 509(24 Saunders Street and 14R Pearl Street, respectively)on Map 36 at
the City of Salem Assessor's offce. The property,approximately 0.59 acres in size, is comprised of
unoccupied land which previously made up a portion of the former Salem Shoe Factory parcel. In
2003, that parcel was subdivided into six(6) lots for redevelopment. Lot 5 (14 Pearl Street) has
I ' since been redeveloped, while Lots 3, 4, and 6 (now part of 242 Bridge Street)were taken by the
Commonwealth of Massachusetts for a new roadway project. Currently,the J.G. &G.Trust portion
of the Site includes Lots 1 and 2(i.e., Lots 87 and 509 located at 24 Saunders Street and 14R Pearl
� Street).
For the purposes of this document,the RAO site boundary will be defined as the Lot 87 and Lot 509
' property boundaries according to the Salem Assesso�s o�ce. A Site Plan showing the property
layout is provided as Figure 2.
, ' The Universal Trensverse Mercator (UTM) and latitude and longitude coordinates for the Site, as
derived from the Salem, Massachusetts(1987) United States Geological Survey(USGS), 7.5 x 15
minute series, topographic quadrangle map (Figure 1), are as follows:
' UTM Coordinates Latitude and Longitude Coordinates
N 4,710,291 42° 31'46.7"N
' E 344,675 70°53' 32.5"W
Class A-2 Response Action Outcome 1
8 Pea�1 SVeet, Salem,RTN 323213 Odober 7,2010
�I�� r F:\ PROJECTSISP EngineeringlSaleml8 Pead StreetU2epoAsYiA01A2-R40.doc
,
�-
'
' Presently,the Site consists of the two vacant lots on either side of Saunders Street,adjacent to the
Bridge Street Bypass roadway and related improvements to the west. Beyond the roadway,
' approximately 100 feet west of the Site, is the MBTA commuter rail line which runs north-south
along the North River,a tidal estuary located at a much lower elevation. Prior to construction of the
new bypass roadway, Pearl Street and Saunders Street extended down to the railroad tracks.
' Properties to the north, east and south of the Site are primarily residential in nature.
Current human receptors to the Site primarily include trespassers, although access has been and
' remains unrestricted. Future residential development is planned for the Site. There are no known
pre-schools, daycare facilities, or institutions in the Site vicinity. The area is serviced by municipal
water and sewer lines. There are no known private or public drinking water supply wells wkhin one
, half mile of the Site. The property is not located in a Current Drinking Water Source Area, Potential
Drinking Water Source Area, Interim Wellhead Protection Area, or Potentially Productive Aquifer.
MCP groundwater categories GW-2 and GW-3 are applicable to the Site. There are no protected
open spaces, areas of critical environmental concem, or wetlands in the Site vicinity; however,the
' westem edge of Lot 2 is located within the 200 foot riverfront boundary. The nearest environmental
receptor and closest surface water body is the North River, approximately 100 feet to the west.
� 3.0 REGULATORY STATUS
The fortner Salem Shce Factory was built on the property in 1880. The area around the subject
' property had been developed as early as the 1700s with maritime uses and smal� docks located
along Collins Cove, part of the North River estuary that flows into Beverly Harbor. In the 1860s,the
land beside the cove was filled for the constcuction of the Boston and Maine Railroad. The fill cutoff
' a wetland at the end of Saunders Street and the local residents used the hollow for disposal of ash
from wood, coal, and trash buming. The wetlands were completely filled by 1915.
The factory building which occupied 80% of the site between Pearl Street and Saunders Street
, closed in 1963 and was demolished in 1989. During operations,the boiler for the building was coal
fired until conversion to No. 6 fuel oiI in the late 1940s. After the building was demolished and the
former undergraund fuel oil tank used by the company removed,the Site was covered and leveled
' with sand and over the years became overgrown with vegetation,existing as a vacant lot. After the
properly was purchased by J.G. & G. Trust, it was divided into Lots 1 through 6 for a proposed
residential development.
' In May 2003,as part of an environmeMal assessment of the property,thirteen test pits(S-1 to S-10)
were excavated at the Sfte by SP Engineering, Inc.af Salem, Massachusetts. The test pits allowed
' characterization of the different fill layers beneath the Site and sampling of unnatural materials.
Several ash landfills were identified and delineated. The ash layers ranged from 1 to 4 feet thick
and contained lead levels greater than MCP reportable concentrations. The major areas of
contamination appeared to be along Pearl Street and south of the former building as evidenced by
, the elevated levels in Lots 5 and 6, and the grey ash landfill in Lot 4, respectively. The southeast
(Lot 1)and central (Lots 2 and 3)part of the property were reportedly not found to contain elevated
constituents or contaminated fill layers.
' Grab samples of groundwater from test pit Iocations on Lots 4 and 6 were also collected by SP
Engineering in May 2003 and analyzed for lead, cadmium and chromium. The sample from Lot 6
, was also analyzed for EPH due to the former presence of the underground fuel oil storage tank at
Class A-2 Response Action Outcome 2
8 Pearl Street,Salem, RTN 323213 Odober 7,2010
' F:\ PROJECTS\SP Engineering4Salem�8 PeaA StreellRepoAsU2AOW2-RAO.doc
,
,
, that location. The metals analyses revealed elevated levels of lead in the samples from both lots.
Lower levels of cadmium and chromium were detected in these samples, as well as minor levels of
, EPH compounds in the sample from Lot 6. Although groundwater monitoring wells from a previous
investigation conducted in 1989 by the former owners exist at the Site, no information from that
investigation was ever made available and groundwater sampling from those welis was not part of
, the assessment conducted by SP Engineering. Groundwater, however, was encountered at
approximately 5.5 to 7 feet below grade in the test pits at the Site in 2003. The inferred groundwater
flow direction based on these measurements was determined to be westerly towards the North
' River.
In June 2003, an LRA was conducted to excavate the visible ash layer on Lot 5. The ash was
' excavated to groundwater and/or an underlying clean sand layer 2 to 6 feet below grade and
stockpiled on-site. After ash removal activiGes were completed on Lot 5,excavation of a 1 to 2 foot
layer of coal ash on Lot 6 was initiated. As the ash layer on Lot 6 extended into the 100 foot buffer
zone of the North River, an Order of Conditions was obtained from the Salem Conservation
' Commission to excavate the remaining material. These additionai excavation activities exceeded
the volume of material allowed under an LRA and in September 2003,a Release Notifica6on Form
(RNF) and a RAM Plan prepared by SP Engineering were submitted to the DEP. Underthe RAM,
� 383.33 tons of stabilized material from Lots 5 and 6 were transported to the Aggregate Recycling
Corporation(ARC)facility in Eliot, Maine in September 2003. Due to elevated lead levels and TCLP
concentrations,the excavated ash/soil mix had to be stabilized before transport. United Retek Co.
' of Medway, Massachusetts was retained to mix the ash/soil on-site with dry phosphoric acid and a
proprietary mineral ore to immobilize the iead. Disposal documentation for this materiai has
previously been provided to the DEP.
, Following excavation activities on Lots 5 and 6,confirmatory sidewall and bottom soil sampling was
conducted. Lead levels reportedly ranged from 10.4 to 615 mg/kg on Lot 5 (with a mean
concentra6on of 239 mg/kg);and 237 to 785 mg/kg on Lot 6 not including north sidewall soils under
, Pearl Street(2,203 mg/kg)and west sidewall soils over an adjacent gas easement(2,643 mg/kg).
The laboratory analytical data forthese samples were previously provided to the DEP as part of the
September 2003 RAM Plan. To further evaluate conditions, thirteen more test pits (S-11 to S-21)
, were excavated over the remainder of the Site in September 2003. The results of these soil
analyses revealed three more areas of ash landfill requiring removal,one within the foot print of the
former building (Lot 3), and two at the end of Saunders Street on Lots 1 and 2 which are currently
' still owned by J.G. & G. Trust.
RAM activities,however,ceased when the Commonwealth initiated the taking of a portion of the Site
' under eminent domain foc the Bridge Street Bypass. In 2004,following resolu6on of the legal dispute
over ownership for the taking of private land,the Commonwealth assumed responsibility for the ash
identified on Lots 3 and 4,and existing conditions on Lot 6. The work conducted on these three lots,
' as part of the Bridge Street Bypass project, was performed under a separate RAM under
RTN 3-25834,while the work performed on Lots 1 and 2 was the subject of RAM activities recently
completed under RTN 3-23213.
' In 2004, finro 2-story residential duplex buildings were constructed on Lot 5, currently identified as
14-16 Pearl Street(Lot 507 on the City of Salem Assessor's Map 36). This land which occupied a
portion of the former Salem Shoe Factory parcel is no longer owned by J.G. 8 G. Trust.
' Class A-2 Response Action Outcome 3
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, In December 2004,a Notice of Noncompliance(NON)was issued to J.G.&G.Trust by the DEP for
failure to submit an RAO Statement or Tier Class�cation Submittal to the DEP within one year of
, release not�cation; and failure to submit a RAM Status Report or RAM Completion Report. In
February 2005, a RAM Status Report prepared by SP Engineering was submitted to the DEP,
accompanied by a Tier Class�cation Submittal. The Site was classified as a Tier II disposai site.
� According to a RAM Status Report dated August 2007 prepared by BATG Environmental, Inc. of
Taunton, Massachusetts for RTN 3-25834, remediai actions on the land taken by the
' ' Commonwealth included soil removal associated with roadway and utility construction, but the
amounts removed from Lots 3, 4 or 6, if any, remain undetermined. In October 2008, a Class A-3
RAO Statement prepared by D'Amore Associates, Inc. of Lancaster, Massachusetts and BATG
' Environmental on behalf of The Middlesex Corporation under contract to the Massachusetts
Highway Department for the Bridge Street Bypass site(RTN 3-25834)was submitted to the DEP.
The RAO boundary for this site extended along the length of the bypass roadway and abuts the
westem portion of the sRe subject to this RAO (RTN 3-23213).
' In July 2008, an NON was issued to J.G. & G. Ttust for failure to submit a RAM Status Report or
RAM Completion Report;as well as Phase II, Phase III,and Phase IV reports within the appropriate
, , timeframes established by the MCP. In September 2008, Pennoni was retained by SP Engineering
to provide LSP services for the continuation of response actions at the Site.
' In October 2008,an Administrative Consent Order(ACO)and NON was issued to J.G.&G.Trust in
which deadlines were established for the submittal of required reports underthe MCP. In November
2008, a RAM Status Report which included provisions for the continuation of RAM was submitted to
, the DEP.
During the period of November 18-20, 2008, soil excavation activities at the Site continued on the
J.G. & G. Trust portion of the property (Lats 1 and 2). Approximately 250 cubic yerds of material
, from between 1 to 6 feet below grade were excavated from Lot 2 and stockpiled on-site.
Approximately 90 cubic yards of additional material from between 1 to 3 feet below grade were
excavated from Lot 1 and also stockpiled on-site. Following excavation activities on both lots,
� ' confirmatory soil samples were collected for total lead analyses. The results revealed lead
concentrations at several locations in excess of applicable MCP Method 1 soil standards. As a
result, additional soil excavation activities were planned for both Lots 1 and 2.
I , In April 2009, the material stockpiled on Lot 1 totaling 63.34 tons was transported off-site for
disposal at the Pine Tree Landfill facility in Hampden, Maine under a DEP Bill of Lading. Disposal
' documentation for this material has previously been provided to the DEP. In June 2009, a RAM
Status Report was submitted to the DEP.
On July 30, 2009, site monitoring wells MW-1 through MW-3 were sampled by SP Engineering.
' ' Well locations are shown in Figure 2. Upon collection,the groundwater samples were submitted to
Spectrum Analytical, Inc. in Agawam, Massachusetts for total cadmium, chromium, and lead
analyses. None of these metals were detected above laboratory detection limits in any of the
I ' samples. A copy of the laboratory analytical report for these samples has previously been provided
to the DEP.
' Class A-2 Response Action Outcome 4
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' In January 2010,the material stockpiled on Lot 2 totaling 104.97 tons was loaded and transported to
the Environmental Quality (EQ) Detroit, Inc. facility for disposal. In January 2010, a RAM Status
' Report was submitted to the DEP.
In April 2010, a second ACO and NON were issued to J.G. 8 G. Trust,establishing new deadlines
, for required MCP submittals. On April 1 and 2, 2010,soil excavation activities at the Site continued
under the RAM on lot 2. As a result, approximately 200 cubic yards of soii to the north, east and
west of the previous November 2008 excavation area were removed and stockpiled on-site.
' Following the completion of soil excavation activities, the stockpile of material was sampled for
waste disposal characterization, covered with polyethylene sheeting and secured. Based on the
results of the disposal analyses,the stockpiled material was accepted for disposai at the EQ facility
' in Detroft, Michigan. All subsequent material excavated from the Site was also taken to the EQ
facility for disposal.
On June 9 and 10, 2010, additional soil excavation activities continued at the Site on both Lots 1
' and 2 to remove elevated levels of lead previously ident�ed in November 2008 and April 2010,
respectively. Approximately 30 additional cubic yards of material were generated during these
activities and added to the stockpile of material existing on Lot 2. On June 24, 2010, soil
' excavation activities continued on Lot 2 to remove elevated levels of lead previously ident�ed in
April 2010. An area beneath a portion of the stockpile generated from previous activities was also
excavated on June 24, 2010 following the removal and transport off-site of this portion of the
' stockpile for disposal. Approximately 40 additional cubic yards of material were generated during
these activities and added to the remaining stockpile of material existing on Lot 2. In June 2010, a
RAM Status Report was submitted to the DEP.
' On July 1,2070,soil excavation activities continued on Lot 2 to remove an area beneath a portion of
the existing stockpile following the removal and transport off-site of this portion of the stockpile for
disposal. Approximately 20 additional cubic yards of material were generated during these activities
� and added to the remaining stockpile of material. On July 29,2010,soil excavation activities were
completed on Lot 2.The remaining portion of stockpiled material was taken off-site for disposal as
well as additional material from beneath that portion of the stockpile. In adddion to the existing
' stockpile,approximately 10 additional cubic yards of material were generated during these activities.
From June 24 - July 29, 2010, a total of 297.52 tons of material was taken off-site for disposal.
Following the completion of excavation and disposal activities,the affected areas on both Lots 1 and
' 2 were backfilled with clean fill material. '
On September 21,2010 post the completion of RAM activities,site monitoring wells MW-1 through
' MW-3 were sampled by SP Engineering and submitted to Spectrum Analytical, Inc. for total
cadmium,chromium,and lead analyses. No metals were detected above laboratory detection limits
in any of the samples. A copy of the laboratory analytical report for these samples is provided in
Appendix A.
' In September 2010, a RAM Completion Report was submitted to the DEP. Throughout the RAM,
sixty-one(61)confirmatory soil samples were collected and analyzed fortotal lead to determine the
' extent of contamination and/or the need for further excavation. As a result, additional excavation
activities were performed and a number of previous wnfirmatory soil sample locations on Lot 1 and
2 were over excavated to the extent shown on shown on Figure 2. At the completion of excavation
' activities, remaining confirmatory soil sample locations totaled forty-one(41), e►even (11)on Lot 1
Class A-2 Response Action Outcome 5
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, and thirty(30)on Lot 2. Summaries of the analytical results for the samples are provided in Tabies
1 and 2, respectively. Copies of laboratory analytical reports for all soil samples collected have
, previously been provided to the DEP.
4.0 ELIMINATION OF UNCONTROLLED SOURCES
, No uncontrolled sources of oil and/or hazardous materials(OHM)were identfied at the Site. The
Site has existed as vacant property since the former Salem Shoe Factory building was demolished
' in 1989. The presence of lead on Lot 1 resulted from the disposal of ash from wood,coai,and trash
buming by local residents up until 1915. The presence of lead on Lot 2 resulted from the deposition
of coal ash from the factorys boiler up until 1940. No additional sources of lead have been
I identified for the Site. Several rounds of excavation activities from September 2003 through July
2010 to reduce the concentration of lead on Site have resulted in the removal and disposal of 940
cubic yards (849.16) of ash and impacted soil. Current conditions encountered at the Site with
respect to the presence of lead exceeding appiicable MCP soil standards were found to be limited to
' only one (1) location on Lot 1 and four (4) locations on Lot 2. No groundwater was encountered
during soil excavation activities at the Site under the recently completed RAM, and no impact to
groundwater was considered as part of this project.
' 4.1 Remediation Waste
Remediation waste has been managed in generai accordance with 310 CMR 40.0030. During RAM
' activities,approximately 300 cubic yards(383.33 tons)of ash and impacted soil were excavated from
Lots 5 and 6; and approximately 640 cubic yards (465.83 tons) of ash and impacted soil were
excavated from Lots 1 and 2 and stockpiled on-site. In September 2003,the 383.33 tons of material
' excavated from Lots 5 and 6 were Vansported off-site fordisposal at the ARC Facility in Eliot,Maine.
In April 2009, 63.34 tons of excavated material from Lot 1 were transported off-site for disposal at
the Pine Tree Landfill facility in Hampden, Maine. In January 2010, 104.97 tons of excavated
' material from Lot 2 were transported off-site for disposal at the EQ facility in Detroit, Michigan. In
June and July 2010, an additional 297.52 tons of excavated material mostly from Lot 2, but also
from Lot 1,were taken to the EQ facility in Detroit, Michigan for disposal. Copies of waste disposal
' documentation for this material have previously been provided to the DEP.
5.0 RISK CHARACTERIZATION
' A Method 1 Risk Characterization pursuant to the requirements of the MCP was conducted to
evaluate risk for the Site. The purpose of the risk characterization was to establish whether a
' condition of"No Significant Risk" has been established at the Site for all current and reasonably
foreseeable land uses, without restriction. An MCP Method 1 Risk Characterization relies on
comparing exposure point concentrations (EPC) to promulgated numerical soil and groundwater
standards. The MCP Method 1 standards are based on a defined set of exposures believed to be a
' conservative estimate of the potential exposures at most sites. The concentrations of oil and/or
hazardous materials (OHM) detected in soil and groundwater at a disposal site are compared
directly to the MCP Method 1 standards. A condition of"No Significant Risk"exists if no exposure
' point concentration is greater than the applicable MCP Method 1 soil or groundwater standard.
This approach was used to evaluate the risk of harm to human health, public welfare and the
environment from Site contamination. As discussed above, however,groundwater impact was not
' encountered at the Site and only soil EPC were used in this risk characterization.
Class A-2 Response Action Outcome 6
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' S.1 Current and Foreseeable Site Uses
' The Site currently consists of vacant, undeveloped property in a residential area of Salem. The
property is cunently owned by J.G. & G. Trust of Salem, Massachusetts. Although the Site is
currently undeveloped, future use for residential purposes is planned. Therefore, this risk
' characterization assumes unrestricted land use and activities. Residential land use is the most
conservative exposure scenario under which a Site may be evaluated, and site soils are therefore
classified accordingly.
� 5.2 Site Characterization
5.2.1 Soil Categorization
, Under the MCP(310 CMR 40.0933),soil can be classified into one of three categories(S-1, S-2,or
S-3) based on the potential for exposure to soil. Category S-1 soil represents the highest potential
' for exposure because it assumes the unrestricted use of the soil(i.e.,for residential purposes).S-1
categorized soiis include surface soils with which receptors are likely to have high irrtensity and high
frequency contact. Category S-3 soil represents the Iowest potential for exposure, as it assumes
, that the soil is primarily inaccessible.
Under current use, soils with detected concentrations of constituents are located below grade in
, ' unpaved areas. As defined in the MCP,these soils are considered to be"accessible°for exposure
and classified as S-2 since the frequency of activity at the Site is considered low,the intensity of use
is low, and children may be present. In the foreseeable future, however,ail soil (0 to 15 feet)at the
Site is classified as S-1: Since soil at the Site is classified as S-2 under current use and S-1 under
' future use, soil has been conservatively classified as S-1.
5.2.2 Groundwater Categorization
' Under the MCP(310 CMR 40.0932),there are three categories for groundwater(GW-1,GW-2,and
GW-3) that can apply to a spec�ed volume of groundwater or to an aquifer taken as a whole.
' These categories were established to ident'rfy groundwater associated with the following three
distinct types of exposures:
, • GW-1 applies to groundwater assumed to be a potential source of drinking water,
• GW-2 applies to groundwater considered to be a potential source of vapors that could
migrate through the subsurface and concentrate in indoor air of buildings; and,
' • GW-3 applies to groundwater that is assumed to discharge to surtace water.
Because these exposures are not necessarily related to each other,they are not mutually exclusive,
' and more than one groundwater category may be applicable to a site. In accordance with 310 CMR
40.0932(6), PennonihascharacterizedgroundwaterattheSiteasGW-2andGW-3. Groundwater,
however, was not encountered during recent soil removal activities completed under the RAM.
'
, Class A-2 Response Action Outcome 7
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, 5.2.3 Charecterization of Background Conditions
� At this Site, lead has been detected as the corrtaminant of concem in soil,due to the disposal of ash
from wood, coal, and trash buming by local residents and the deposition of coal ash from previous
site operations. Considering these sources of lead,background conditions consistent with the MCP
' have existed at the site since at least 1940. However, given the recent activities undertaken to
reduce lead concentrations in support of this RAO, background conditions consistent with leveis
identified in the DEP's Technical Update of May 2002, Background Levels of Polycyclic Aromatic
� Hydracarbons and Metals in Soil, are now considered appropriate for this Site.
5.3 Exposure Point Concentrations
' Exposure point concentrations in soil were based on recent sample results,with the data collected
from November 2008 through July 2010 considered to be representative of currerrt conditions at the
' Site. Lead was detected in all the samples collected during this period and,therefore, no data were
evaluated for exclusion from the risk characterization, with the exception of those locations which
were over-excavated and removed due to elevated concentretions. For lead, therefore, EPCs on
, both Lots 1 and 2 were calculated as the arithmetic mean concentration of remaining values.
Tables 1 and 2 summarize the Site data along with the appropriate risk-based standards,S-1/GW-2
and S-1/GW-3, forsoil.
' 5.4 Exposure Assessment
, Historically,exposure points and reiated exposure pathways at this Site have not been documented.
Elevated lead concentrations as a result of fill materiafs containing wood or coal ash have existed
since the early 1900s and the site has remained as an overgrown, vacant lot with unrestricted
' access since around 1989. Response actions in support of redeveloping the property, as
documented herein, however, have been successful in reducing the concentration of lead in
subsurface soils to levels where potential human (or environmental) receptors are unlikely to be
' adversely affected. The Site is not currently used for any purpose and the likelihood of humans
coming into contact with lead in soil is considered to be low. Current human receptors primarily
include occasional trespassers. As redevelopment is known to be planned for the Site, future
receptors include residents, construction workers and utility workers. Potential soil exposure
' pathways for all human receptors include dermal contact, ingestion,and inhalation of entrained soil
particles (dust).
� 5.5 Method 1 Risk Charecterization
MCP Method 1 soil standards assume exposure to the concentrations of oil or hazardous material in
' soil under current and foreseeable future conditions. A condition of"No Significant Risk"of harm to
health, public welfare and the environment exists if no exposure point concentration is greater than
the applicable Method 1 soil standard. As shown in Tables 1 and 2, the concentration of lead only
' exceeds applicable soil standards at one location on Lot 1 and four locations on Lot 2, while the
calculated exposure point concentrations for both lots are well below applicable soil standards.
' Class A-2 Response Action Outcome 8
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' 5.6 Characterization of Risk to Safety
, The risk of harm to safety, as described in 310 CMR 40.0960,was evaluated for the Site. The Site
does not exhibit the following safety-related characteristics:
' 1. There are no rusted or corroded drums or containers, open pits, lagoons, or other
dangerous structures at the Site;
2. There is no threat of fire or explosion from the presence of explosive vapors resulting
, from the release of OHM at the Site; and
3. There are no containerized materials at the Site exhibiting the characteristics of
corrosivity, reactivity, or flammability.
� Therefore, there is no risk of harm to safety due to conditions at the Site.
' S.7 Conclusion
Based on the resuits of this risk characterization,a level of"No Significant Risk"has been achieved
' at the Site,without restriction(i.e.,an AUL is not required to achieve and/or mairrtain the condition of
"No Significant Risk°). This MCP Method 1 Risk Characterization finds that a condition of "No
Sign�cant Risk"of harm to human health, safety, public welfare, and the environment exists now
' and in the foreseeable future.
6.0 FEASIBILITY OF REDUCTION TO BACKGROUND LEVELS
, Background is defined in the MCP as'Yhose levels of oil and hazardous material that would exist in
the absence of the disposal site." Such levels would either be"ubiquitous and consistently present
in the environment at and in the vicinity of the disposal site of concem, and attributable to geologic
' or ecological conditions, atmospheric deposition of industrial process or engine emissions;
attributable to fill materials containing wood or coal ash;releases to groundwater from a public water
supply system; and/or petroleum residues that are incidental to the normal operation of motor
, vehicles."
For the purposes of this RAO, background concentrations of lead in soil are presumed to be at or
' below those levels identified in the DEP's Technical Update of May 2002, Background Leve/s of
Polycyclic Aromatic Hydrocarbons and Meta/s in SoiL Analytical results from recent soil samples
collected on-Site indicate that all Iead concentrations exist below the background level for lead of
' 600 mg/kg for soil containing coal ash orwood ash associated with fill material,while approximately
70°h of those concentrations exists below the background level for lead of 100 mg/kg for°natural"
soils. Currently,due to the response actions that have been taken to reduce the extent of impact to
' subsurface soils, only residual conditions exist, with no EPC exceeding applicable MCP Method 1
soil standards.
It is Pennoni's opinion that detected residual lead concentrations at the Site have been reduced to
' the extent feasible and that any further remedial efforts to reduce concentrations to background
would not result in an incremental reduction in risk. Following initial site assessment activities,the
excavation of ash and impacted soil at the Site has occurred on numerous occasions under both an
' Class A-2 Response Action Outcame g
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, LRA and RAM to reduce lead concentrations. Considering the historical and background source of '
the lead, Pennoni believes it is impractical to expend the effort and associated costs to implement
' addftional remedial activities without the benefit of further reducing the risk,while most existing lead �
concentrations are already below applicable standards and/or near or below background levels.
' 7.0 DATA USABILITY ASSESSMENT AND REPRESENTATIVENESS EVALUATION II
The data generated in support of this RAO were the result of base and sidewall confirmatory soil �,
� sampling conducted following several rounds of soil excavation activities at the Site from November i
2008 through July 2010. The data include both non DEP Compendium of Analytical Methods(CAM)
data and CAM data. In November 2008, twenty-one (21) grab sampies were collected from soil
, excavation areas on Lot 1 and 2 and prepped by SP Engineering prior to submittal to Spectrum I
Analytical, Inc. for total lead analyses as digestate samples. Additionally, one (1) test pit sample
from Lot 1 and four (4) test pit samples from Lot 2 were collected and submitted to Spectrum for ;
total lead analyses in the same manner.Although these samples were not submitted in accordance '
' with CAM protocols, the analyses were pertormed in accordance with EPA Method 200.7 which is I
an appropriate method for the detertnination of lead in solution by inductively coupled plasma-atomic
emission spectrometry QCP-AES).The results were consistent with the presence of ash previously ,
' ident�ed at the Site and used to veriTy the extent of excavation and determine the need for I
additional soil excavation at both Lots 1 and 2.
, In April 2010, nine (9) of the confirmatory soil sample locations from November 2008 were over
excavated along with additional soil excavation activities on Lot 2. At the completion of these
activities, twenty-three (23) grab sampies were collected from the excavation areas and again
, prepped by SP Engineering prior to submittal to Spectrum Analytical for total lead analyses as
digestate samples. The samples were analyzed in accordance with EPA Method 200.7. The results
were consistent with the current conditions observed with respect to the presence of ash and
revealed several locations where addition soil excavation was needed.
, In June 2010, twelve (12) of the confirmatory soil sample locations from April 2010 were over
excavated along with additional soil excavation activities on Lot 2. Additional�y, four (4) of the
, confirtnatory soil sample locations from November 2008 were over excavated along with additional
soil excavation adivities on Lot 1. At the completion of these activities, seven (7) grab samples
were collected from the excavation areas on Lot 2 and five(5)grab samples were collected from the
� excavation areas on Lot 1 and submitted to Spectrum Analytical for total lead analyses in
accordance Hrith CAM protocols. The data for the samples collected on June 9, 2010 did not
achieve presumptive certainty nor were all perfortnance standards met and all reported results were
' considered to have a potentially high bias. However, out of these samples only one(1)was detected
with a lead concentration exceeding applicable MCP soil standards. The data for the samples
collected on June 24, 2010 also did not achieve presumptive certainty although all performance
standards were met. None of the lead concentrations in any of these samples were found to exceed
' applicable soil standards.Overall,the results from June 2010 were consistent with expected resufts
following sampling of soils in the additional areas excavated to further reduce lead concentrations,
including those that had previously been excavated, and in others expected to be minimally
' impacted. Based on these results, no other areas were identified on either Lots 1 or 2 that required
additional over excavation.
' Class A-2 Response Action Outcome 10
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I , In July 2010, as the remaining stockpile on Lot 2 of previousl excavated material was bein
Y 9
removed for transport and off-site disposal, five (5) grab samples were collected from beneath
, ' respective areas of the remaining stockpile and submitted to Spectrum Analytical for total lead
analyses in accordance with CAM protocols. The data for these samples did not achieve
presumptive certainty norwere all perfortnance standards due to relative percent difference(RPD)
' control limits being exceeded on a lab duplicate sample.However,precision was demonsUated with
acceptable RPD values for lab matrix spike and matrix spike duplicate samples, and none of the
data were rejected.
II � Overall, the sample results from November 2008 through July 2010 followed accoMingly the
progression of remedial activities at the Site which were undertaken to reduce the concentration of
lead in soils. Subsequently as visible layers of ash and impacted soil were removed,the laboratory
j ' analytical data provided favorable results following the excavation of identified areas of impact. In
some cases, however,the data aiso provided an indication that the extent of excava6on needed to
be expanded before the remaining results could be used to verify existing conditions in support of
I ' this RAO. These resuRs support an unbiased sampting and laboratory analytical approach.
After RAM activities continued in 2008, sixty-one(61)confirmatory soil samples consisting of base
��I ' and sidewall samples were collected following excavation activities on Lots 1 and 2. Following the
receipt of sample results,as indicated above,twenty(20)of these sample locations were everrtually
over excavated,resutting in forty-one(41)remaining confirtnatory soil sample locations throughout
' the Site. This number of samples is entirely adequate forthe size ofthe Site and the daNa generated
considered completely representative of SRe conditions since all sampling was conducted
immediately following soil excavation activities and all analyses were performed for total lead.
Akhough the results include non-CAM and CAM data with qualifications, there was no reason to
'I , reject any soil data. All lead analytical reporting limits were below applicable MCP soil standards
and all 41 remaining data points were used to indicate that existing conditions represent a level of
"No Signficant Risk".
I I 8.0 LSP OPINION
I, ' This document has been prepared to support a Class A-2 Response Action Outcome Statement for
portions of the former Salem Shoe Factory property at 8 Pearl Street in Salem, Massachusetts(RTN
3-23213). That portion of the property which is the subject of this RAO is comprised of two lots
I ' currently identfied by the City of Salem as 24 Saunders Street and 14R Pearl Street. Remedial
response activities have been implemented in accordance with the MCP and the RAM Plan
submitted in September 2003. Based on the completion of these adivities and the findings of the
' Method 1 Risk Characterization, it is the opinion of Pennoni that a condition of"No Significant Risk"
exists at this Sfte and no further remedial action is required.
' 9.0 PUBLIC INVOLVEMENT
Public involvement activities will be conducted in accordance with 310 CMR 40.0428. Specifically,
' the Mayor and Health Agent for the City of Salem will be notified of the availability of this RAM
Completion Report. Copies of the public notification letters are attached in Appendix B.
tClass A-2 Response Adion Outcome ��
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TABLE 1
I ' Summary of Soil Analytical Results-Lead
Remaining Values-Lot 1
' Former Salem Shoe Factory
8 Pearl Street
Salem,MA
II , RTN 3-23213
Sample Sample Mefala
II � �� Date _ Lead
S14 20-Nov-0B . 151
' S15 _ _2allov-08 180
. 5-16 _ 20-Nov-08. . . 287
' ' 5-17 21-Nov-08 2.98
S-19 21-Nov-08 _ 8b.4
S-20 21-Nov-08 . 305 -
� S-22 9-Jun-10 3.58.
S-23 9-;lun-10 16
S-24 ._ 9-Jun-10 294
_ , - S-2b , 9-Jun-10 . : ._ 6.84
' S-26.. 9-Jun-10 257
Number of Sam les 11
Maximum Concentratlon 305
2010 osure Point Concentration 144 '
' Method 1 Risk Characteraadon Standards
-1/GW-21GW3 300
, Notes: All results are in milligrams per kilograms(mglkg).
751 Bolded vatue indicates detection in the analytical sample.
Sample resWt exceeds Method 1 S-1/GW-2/GW-3 soil standard.
I ,
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TABLE 2
, Summary of Soil Analytical Results -Lead
Remaining Values-Lot 2
' Former Salem Shoe Factory
8 Pearl Street
Salem,MA
RTN 3-23213
' Sample Sample Metals
ID Date Lead
, . 5-2-. . . 1&Nov-08 . ... . . - 792� . .
S3 .-19-Nov-08, 12.4
S4 � � � 13NoJ-08 �� - � �588 �
. . �S-5 � � . . . . � ...1&Nov-08. � .. . . 17.2 . . . .
� . .. S-8�.� .. . � 20-Nov-08... . .... . : .90.6 .. . .
S-10 � �20-Nov-08 � � 17.6
. .... S 12 � _ .: .�_ . - . .20.Nov-08 .. _ . . . . �.. �207�.
' _. SS,1 . � 7. r10 .. . . .. � :�.�114 . ..
SS=2�.� �2- r-70 � � 8.19
SS3.� _ . �2 r-10 � -- 419 � .
. . ...SS-0 . . . . .._. 2. . �10 .:..� .. �. . . .. . ..17.5. _ ..
� � .. SS-5�-.. . 2 r-10 .. _ 3.76. -
SS-7 -. � .�2.. r10 . .. . .312�
. SS-9 �.-. . 2 r-10 �� 6.69 . . .
. _... . SS-14 . �.. ... . : ,_ �2 r-10 � . .. .- - . -: ..-_72.8�: . .
' � SS-i6:.. � -2, � r-10 . . . - 59A� . ..
SS-20- �2 t-10 . . . 55.5-
. . . . SS-23. . . 2'� r-10 72.1�.
- .. .:� �S$-24 . . ... .� . . 9-Jun-10 .. �. .. .. . ..� 14.5 .. .
, � SS-25. .. ... .�...9-Jun-10 :... � . 365 .
SS-2fi�- ' 24-Jun-10 . � �- � �8.63 ��
. . . . � SS-27:- ' . .. . 24-Jun-10 ... .. . ' . . . 28.1.� .. .
, � SS-28..- ... ��-24Jun-10 �.. .... � 14.4 - .
SS-29.. . - 24-Jun-10 . . . . 50 .
� SS-30-� -.24Jun-10 , �-� � 9.88
-... � SS-31��.. �. - . �._1�-Ju1-10 �. . .. . ... 86.5.� . ..
, �- SS32 -. � 1JuF10 ..._ �773 ..
S&33 :� '29.1u1-10 304 � .��.
SS-34 �- ... .. 29-Ju1-10 . .��297�
. ..�. SS-35 :� ...-. - . 29,Ju-10::...�. . _ . . .....123 �� ...
, Numtiei of Sam Ies 30
Maximum Concentration -588
2010 E osure Pomt ConcentraLon ' ' 111- �
Method 1 Risk CharecteAzation Standards
' -1/GW-2/GW-3 . . . ... .. . ... . . . ._ �. 300 ..
Notes: All results are in milligrams per kilograms(mglkg).
' 182 Bolded value indicates detection in the anaytical sample.
, � Sample result exceeds Method 1 S1IGW-2IGW-3 soil sWndard.
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' Report Datr. . �;„'�°'}>�" � Final Repon
04-0cF I0 13:47 \ �y'"�,�'���`'_. Q Redssued Repon
\ �,�k���� 0 RevisedReport
, � . ,t7,.. :;=��`,
SPECTRUM ANALYTiCAL,INC.
Fmmriwg
' HAn7BALTECHNOLOGY
Laboratory Report
SP Engineering Technology
' P.O.Box 848,45 Congress SVeet Project: Salem Shce Factory,Saunders St-Salem,MA
Salem,MA 01970 Project#: 552
Attn:Bn�ce Poole
, ��� Laboratqry ID Clieut Samnle ID � �MaMrz � ��Date Samnled Date ReceWnl
SBI8604-0I 109050 GroundWata 21-Sep1000:00 22-Sep-lOt1:00
' SBI8604-02 (09031 GroundWater 21-Sep-1000:00 22-Sep-1011:00
5818604-03 109052 GroundWater 21-Seo-1000:00 22-Sep-IOI1:00
I attest that the infoimation comained within the repon has been reviewed for accmacy and checked against the qualiry control
' requiremrnts for each method. These resulis relate only to the sample(s)as received.
All applicable NELAC requimnrnis have been ma.
Massachusetts#M-MA138/MA1110 Authonzed by:
' Connecticut#PH-0777
Florida#E87600/E87936 ��
Maine#MA138 ��µ q((pp„
New Hampshire#2338 �p,� � "QQY� y
' New Jersry#MA011/MA012 �5 , ��' y �
New York#11393/1 I840 Q t �� ' = Hmibal C.Tayeh,Ph.D.
Pennsylvaniu#68-04426/68-02924 Presidrnt/Laborntory Director
Rhode Islend#98
' USDA#S-S I435 Technical Reviewers Ini�ial: �
, Spectnw Analytical hold5 cenification in the State of Massachusetts fm the analy�es as indicated with an X in the"Cen."column
within U�is crpon. Ple�e note tfia�the Stace of Massachusetts does not ott'er certi5cation for all a�lytes.
Please no�e t6at this re�wrt contains 6 pages of malyticnl dam plus Chain of Custody docmneut(s). When tLe Laboratory Repon is
indicated es revised,this teport supersedes any previously dated rcpmts for the labocatory ID(s)referenced above. Where this repon
' ideu�ifies subcontrac�ed analyses,copies of the subcontractor's test report are available upon request. This report may not be
reproduced�cept in full,withau wrinrn approval from Specwm Malytical,Inc.
, Specnvm Analyncal,Lrc.is a NEL.4C accredited la6omrory orgonizaBon and meers NELAC�e+nng slondards.Uae of the NF1AClogo however dcex
no�insw'e�hat SNecnvm is carrenfly accredi�ed far 1he apecific methad or anolyte indicated.Pleme refn to otv"Q�oliry"w¢b page al
www.specmimwnalyncaLcom for a frJ/lixrtng ajoar amem certlficatlona and fie/da of accreditotlon.Sm�es in which Specm�m Arrofyrtcal,Inc.
holds N£LAC cerlhcanon are New York,New Hampahire,NewJersey and Florida.A/1 ana(yiicol workfor Volanle Organic and Air ona(ysis are
, o-anxJened m ond rondacred ar m�r 830 Silver S1reet locafion(NY-1(840,FL-E87936 and NJ-MA0J1).
'
1
'-::-:�;. . . _ ..... . . . . . .. . . . . .. ..
..... .. . . ..._ ... . . .. .., . . .. . _ _ . , . .
. . H¢adguariers:I I Almpeu Orive&830 Silver Street•Agawam,A7A 01001•I-800-789-9115•413-789-9018•Fex 413489-0076 ... . . � .
' www.speeWmanatytical.com
Page 1 of 6
'
casE xaRen�rrvE:
' The samples were roceivod 20.0 degrees Cdsius,Plwse refer w thc C6ain of Custody for deleils speciEc to tempereture upon receipt.
An iofrarcd the`mometer with a tolecance of+/-2.0 degrees Celsius was used immedietely upon receipt of�he samples.
, If a Matrix Spike(MS�Metrix Spite Ik�plicate(MSD)or Duplicate(DUP)was not requested on the Chain of Cugtody,method
critetie may have been fulfilled with a source sample�t of this Sempk Delivery Group.
MADEP has publighed a list of aoalylical methods(CAI�which pmvides a series of reco�mded p�otocols fm tbe xquisition,
' anelysis md reprniing of aoalytical data in suppon of MCP dxisims. "Pres�tinptive Ceneinty"cau be esmblis6ed wty fm t6ose
methods published by the MADEP in t6e MCP CAM. 7Le compouods aallor elements reported were sQecificelly requaud Dy the
client on the Chein of CS�stody and iu some cazes may oot include the futl amlyte Iist as de6ned'm t6e method.
' Aocordiag to WSC-CAM Sl2009 Rev.l,Table 11 A•1,recovery fw same VOC aoalytes have been deemed potmtialty difficult
Ah6ough t6ey may still be within tbe recommen�d recovery range,a range 6av beeu set based on historieal control li�ts.
.. ' Some target aoalyles which are�t listed es exceptions in the Summary of CAM Reponing Limits may exceed the rewmmended RL
besed on semple initial vohune or weight provided,°h moisture coutrnt,or responsiveuess of a perticular analyte m purge and trep
insWmentetion.
I' ' There b�o releveut prolocobpeei6e QC a�d/ar perforaa�ce 9aed�rds w�-codorma�ee�to report.
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' .�,.. . _. :...� . ...: :--. � ._. . ... .:.. . � � _. . . .__ .
. . . . . . . 791ia blwrbry x�w/u pI rdil wi�o�t a�ar7lwitsd a�dwhn w ibe�rornp�s. -. . . .. .
' •Rtportabk Delctim Limit BRL=Btlow Repmting Limit Page 2 d6
� � � � � � � � � � � � � � � � � � �
r v v � f n ... N r� � � .� .i '.j.n , y r , � � Y n i y� r.
� � � � � � � � � � � � � � '� �g � � � � � � � � �
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� � ,q � � - p � � � � g �: [ � . g � g p
� � � � �'', � � a � � � � � � �
� � � m � �
� � ' ' � � . � �
� _ � � ; � � � � �
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�
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� � '' � � � > � ' N � � � > ;� " � � � i � "'
� " ` o � � o ' � �' ' o � s'
� � xs � � s 's � � �s 'a � ti
A �. rr , r � � � rrr , � � � rr , r � � �
� � � a � � �; � � � �
a
� � . . $ � o � . . g �� � . . � �� �
� O �� � N . O ��� N O � N
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• • }[ _. �] � � • • ]� �' y ..� • • J( � � � .
O 6 � �� j'o �� � o � �
. . � � $ . . � �`' $ . . � � �
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� �"�: N , � d �. N �� �.�. N
� , . � � � � � . . � � � � � . . � � � � �
P N
. .� � .� ' . .,� �� .
,
Solable Mebb by EPA 600W7600 Serks Mef6od+-Qoalify Coatrd
, S� � :�c �
A�lyaa(s) Rault £lag Unib �RDL I.evcl Resuh %REC L�ilv RPD L�u
' H�h�/0]OKS-SW8K30BdA . .. .
� Pfevat�48 Mdrstl0t•OeR10
lesd ORl mgA 0.01l0 . .
qaonium BILL mml 0.0100
' Ca6nWm 6Al mgA O.OWO
� . Prew'edBMmlrr�d:Gt-!]re.1a
lead 1.E! mg9 0.0750 200 .. .91 &f113
1 ClraNum 1.81 mp7 0.0100 200 97 lS113
Cadmium 2.03 mg�l 0.0�0 2.00 t0I lS-71S
1�1 ' .
, ��Laad.. . 1.E2 mgil 0.0170 200 91 a3-713 3 20
Gramium 7.!! mpll 0.0100 200 Y3 Q'itiS 4 20
Ca�nWm 1�.95 mgA �0.0050 200 97 lS-173 4 20
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, . .:-::�. . -,. . . :: �.". . .. . ...:.: . . . . .��.-... ..._.-. .. ... :�..: .. - � . __.:...- ..
771ia hMrfary le/�wf n wr wtid wbwr��a��il�Jai�lrn ae bs cornpa,r.
' •Rcportebk Iktcctiou Limit 8RL=Below Repa�iog I.imit Page 4 of 6
'
xo���a n��no�
, BRL Bebw RepcMing Limit•Anelyte NOT DEI'ECCED at m ebove tha repoiting limit
dry Sample cesults repo�0ed on a dry weight basis
' NR Not Reported
RPD Reletive Percent Differenee
' A plus si�(+)in the Met6od Reference column indicstes the method is not�ited by NELAC.
��p��plclLCSI: A Imown mehix spiked with compound(s)representative of tice target aeelytes,wb'sh is used to
document tebaatory perfma�e.
' j�$�pJjpp(g: An intra-labmatory split semple wfiicL is used to document the precision of a melhod'm a givrn smiple mahix.
jy�$ 'p�,: An aliquot of a sa�le spilced with a�own concentratiou of targM aaalyte(s). 'Ibe spiking occurs prim to sempk
' preparation md enalysis. A matrix spilce is used ro documrnt the bias of a method in a given sm�ple matrix.
�: An amlyto-free maaix to which aIl reagents are added in the same volumes or proponious es used in sample
' pmces.9ing. T6e method.blenlc sLould be�cartied through the complete sampk prepa�ation and aoalyticel�procedure. The meWod bledc
is used w document cantamioation ces�iltiag Gom the amlytical process.
. . . : The minimum cmcwtrerion of a substence that can be meesured md mportcd with 94%confidence
tlmt the aoalyle eon¢m�retion is greater thm aro md is detem�ived&om amlysis of a sample iu a given metrix type mnteioing the
' eve�Ne.
. [t le , , �on 1�'m:t Ll: 1'he lowest conocntration thst cm be reliebly achieved witLin specified limits of precision aed
' . ...ecc�uaoy dwiag rourine IaDoretory opeiating cmdi6oay. For many evalytes the RDL aoalytc wucenua6on is selected es t�lowest
aon-zero st�dard in the calibratiw curve. While the RDL is approximately 3 to]0 times t6e 1�IDL,the RDL fw each sample tekes
inW eccount the s�ple volume/weight,extrad/digestete volume,cleam�p procedures md,if appGcable,dry weigM cortectioa Sample
' RDLs ere Lighly metrix-dependent.
.Swroaste: An orgauic compound whic6 is similar to the target apaly�e(s)in c6emical composition md behavior in the aoalytical
process,but whieh is mt nmmalty found in env'vonmeatel semples. 1'hese compounds are spiked into all blmlcs,smnda�,end
' semples p�wr to aoalysis. Perceut recoveries are celculated fin eech surtogete.
. ... .. .... . . . ... .. . �... . � ' The calibiation rela6onsAip esteblis6ed dwing t6e iaitial celiMation muvt be vmfied at�periadic
IVaGdated by:
Hembal C.Tayeh,Ph.D.
' Nicole Leja
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' � . ... :. . . . . . .... .
. . .. . . .. . _. . ..... _. . ....... .. . . . .. .. . . ._ _. .
TAia fabwaroq ne/wf ia sor rdiOwitMp�a urAariud ai�new Ot rornpase. -
, •Reportebk Dckctiw Limit BRL=Bebw Reporting limit Pege S of 6
'
MassDEP Amtydcal Protocol Certifcertlon Form
, L�bontory Naae:3 �,,�.. Analytical,lac. :.��: ' .�..� �Projset B:532 . . .. � ... . .
ProJ�et L«�Ha:Salem S,6oe.Fact ,Saunders St.'Selem,MA ... . . .R7N:
, T6is fore prarWee ecrfl8estlom for tYe felbwi�dah aet: SB18604-01 thioug6 SB18604-03. .._ . ... . ...
Mstrkqq. GrouudWater . . _.. ... . _.
. ,. . . . ..._ . . ... . . .. ...... . _... .. _.. . . _. . . ...
CAM Protacd � � ...., . ... . ...,
' , _:'.' . . . .. _�_ .�...� . .- .. . ��:.��.. ..__ ... . ..:�.. ...: -. � . .� ._ . ..... .. .. . ..
8260 VOC 74'70/74�1 Hg MassDEP VPH 8081 Paticidee �....7196 Hac Cr MeuDEP APH� .
CAMIIA CAMIDB CAMIVA CAMVB CAMVIB CAMIXA
I ' 8270SVOC ..... 7010Memt+ ,..�MmaDEPFPFI 81l1 Hmbicidea � � 8330Expbsiva i0�15 VOC �..... �
CAMIIB CAMIDC CAMNB CAMVC CAMVIDA CAMIXH
,...: . . ., -.: .. ...�... ....40I4Totei.-.:.. � . ;. . . _ '. . :�... .
6010 Melnla 6020 MHaLn . .�. 8082 PCB � . . . . ... 6860 Pe�chlmete
, � CAM m A CAM ID D CAM V A . . �'aoiddPAC CAM VDI B, . . . ,...
_ . ... . .... ._ ._. . _.. . . . ...., . .. ,.
' .mPnAuf ro osahnns A dY�g6 F�rm ro�pind jor"Hrswrepfrs Cnfainy"amma
. .. . __. . . .... ... ._. . _ . . _ _..
Were all semples received'm a condirion consistent with those desc`ibed on the Chein of Clstody.property
' Ya I No
�1 preswed(inctuding tempnsture)m t6e 6eld or lebmatmy,md prepsred/eoalyzed within melhod holding
timesT
B Were the amlytical metl�od(s)and all associated QC requ'vemenU specified in the selected CAM. ... ... I Yee �No
' protocoqa)followed7 _. . , __. ' �.�. , :... . -.:. ._ .�. . .... ..... .�...
Were all required cm�ective actioac aod aoalytieal response aetiams speci5ed in the selected CAM� .
C P���(s)�PlMented fo7 ell ideutified I Yes No
perfo�mmce stmdard�nsonfotmences7
� Does the Iebo�am+Y�rt��P�Y wit6 ell t6e repoRinB�9�����9Pa�fied in CAM VQ A,"Quelity . � .. �. � .��.:. .
D Asvutaoce and Qualiry Control Guidelines for t6e Acquisition aud Reportiog of Amlyticel Data"7 � Yw No
. . ._. .. . . .. . . � .... ..
' E a VPH,F.PH,aod APH Methods only:Was each method conducted wit�ut significant modiScation(s)? . ... ... .Y<s No
b.APH md T0.13 Methods only:Wes the complele enalyle list reported for eac6 met6od7 Yn xo
...... . , . .., .. . ... .. . _... . . .. .. . . .. ._..
Were all appliceble CAM protocol QC md perfo�manoe steodard non-mnfuimaauces identified md
' F evalueted in a laboratory nanative(includiog all"No resp�ses to quntions A thmugh E)? ..... I Yn No
, Raqunsea_ro qneuioaa G,Haud l4�►pn ny+en+rd , "Hmn�brr Ce�wimy"srm,a
- _ . . _
G Were the riepmtiug limits az or bebw all CAM reportiag limits speci&ed'm tlte selected CAM protocol(s)? . ... . Ya I No
' ..:. ..._ .. . ... _ .,. , ... .. .,. . . . ..:.�. . � ..
.... .. .,. . . ._. . ... . .
�;Dwdiu.eMre.e"Reirwp6lrsCnaoinry"umt�qirorseeerwiy.aer�lkdaa�.,.biliy.sJi.pne.swmrirewsn .._.
seyrVewaeh JeioiW iw 31i CA911K 19.16(1)(t1 qrd,flSC-0T.iJI
, H Were ell QC perfmmavice stmdardv epaified in the CAM protocol(s)acLieved? . . .. _.. ... �..Ya No
1 Were rewlts mp�Med for the complAe enalyte Lsl spacifiod in t6e xlecled CAM protocol(sy7 . Ye I No
' Apwe;rlineisrps�uamrddnendnaa�ee�orodrsos�IsmxrPr��l��^�!� ._.�. . .��. . , .��.', . .. �... .
l,iIs rn�r4 m redrr del����✓P��/PMr7��A AasJrNe wJ/n+esa!in�riIq ef dox n�ps�fef'w a6ari�isa the
�OMO�!M[Nf'I�O/MeldKd%R fA11I11In'NPY�KpA/Ys b I�K�LJf��1'tMOII�{I�lYl�dllft,p YIYOIf[Il�1,fY�
' ��
r �
' Hmtibal C.TayeL,PhD.
President/[�bmatory Director
Dece:10/4/ZO10
. . . . . _ . .. _ . ... . .. . . . .. . ..... . . .... . . . . . _. . . ...._ .. ... . _. . . . .
'
' :,::.._ . . :. . . _. _.. . . _ . . . . ;.... . �:.� �.: , :.:�:�:� - , .
� . .. . ... � TAbbbararyrcpwtb�elr�ti/wrleuo�xAaiudri�arnewd�awn�r. ... . . . .
' � •Repo�tabk Ik7ectioa Limit BRL=Bebw Rsportog Limi� �ege 6 of 6
� y �l , - ..—��.. .
_,
_-_'—'
--- —�L�`s���'� E t 1��C f�.S-,
� Specinl HanJi ng: ----
CHA1N OF CUSTODY RECOR,D �si���<iA�d rnr-�a, 10 Imsiness Juys
❑Rush'I'A'I'-Dele NeedeJ:_
SPPA.iAU61ANALPIICAI.MC. . ' All TAl's subjea lu lalx�ralory'appruval.
FNuN( � � ' Min.24-hournoti0calim�neeJeJfmruxhea. '
���ML'IEC��WIIA4Y ' All sumples ere disposeJ of ufler fi0 days
�-- — —�rn�—of'— wdess otherwise instmcled. �
Reporl To:_ - �- .
` -- Invoice To: Projecl No.:�� �
�' I� Site Neme: "�11�-L'�, �
—_._ ��7�� Slti�
_ — Localiun: �U��-�M_ �,�S�,.�+_ . Slnie:_._��
Pruject k4gr.: � ' . .-- P.O.No.� RQN: Sarnpler(s).----- —�r<'�L�
1=NaxS203 2=11CI 3=I.I250� 4=HN0� 5=Nu011 G=AscorbicAcid 1y� �-� � � - �--
7=CI��OH B=NaIiSOa 9= 10= �" t'o�111A�ifLFA} � � �ANelVsek• .� . .. Niiie'sE�.
UW=Dnuking Wa�er CW=OrounJweter WW=Wnslewaler „ — . — � �� . .. \
� 0=0i1 SW=Surfu��eWelcr $O=Soil SL=SluJge A=Air � � � ,7
_X�-- —X2-- XJ= � � t7 � ' ixr�v
�, - mpusile ` � O 8 u '� �,
___ _ (i Crnb C-Co
$', > d U ' w
LeblA: Sem leld: �, Date: S'Fjxfe7 � F � y o 0 0 '�.o � � .. . n,� g�''l
... . ,,. r: at ac �:a ' �Vu �'f.`EiG
� �� o�a a� �,o �W-� i G G �f ( '�C - — - t �rz - ,�_
' , � d�(o�5�1 w-z � G ` -,: . � �c - ..� � - ,. �a
- l d 9ob`L 1M,Uf_ C� G --) x - •�z
TM�S «'' — -_ ' __
r.
� a_;;,#,�" r � __ — —- ---
j�j�!'� �� � _ /f �
4`\j� y5 �`ly �� � � .,
_ti� ('; — __ __ �- " " ____
+�{'I�.3�iS � —_" _- T . _._._ —
/inm 1,iN'�if .., —_—. _— __ — .
� n
r. - —',
�, �
� � � �el�h`:ylshed b �'�. ":'� RecetveJ bY:�� �r % ' bute: � 1'ime: . �
❑Pax results when available lo(_) �� ��---f—'---. �_
--���--- �, __ � �,
'�I?-mail resuils when aveilable�o -,_- --�----�.
ConJilion upon Receipl: ❑Iced Ainbientl �yyc "C
---- --
v ��— ( -- �-----
� . n, -
--- __ ._- ��\J — �" 1-''�`��' - � � --..�\�i_L�
I I A6ngeen Urivc•Agaaain,�lassaehuscits Illlwl •.Q�}.?8')-91qH•Pas d I i-78�N i�ti,��nv�pcetrutn.Anxly iic:J con�L �D
�
a
�, , Y
�_.___.._.... .. _ ... ..,.,� . ...,.� ...:< �A":s�:bh'4
_ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _
'
1
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'
, APPENDIX B
' PUBLIC NOTIFICATION
'
�
,
�
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'
'
'
'
1
'
'
� Pe�i
' rallowAssoaahsiNc.
CONSULTING ENGINEFNS
' SPEG 0805
' October 7, 2010
III , Mayor Kimberley Driscoll
Salem City Hall
I ' 93 Washington Street
Salem, MA 01970
Re: Public Noti£cation
� Response Action Outcome Statement
Former Salem Shoe Factory
8 Pearl Street
' DEP RTN 3-23273
Dear Mayor Driscoll:
' Pursuant to the requirements of the Massachusetts Contingency Plan (MCP), 310 CMR
40.1403 (3), this letter is being sent to provide not�cation that a Response Action Outcome
' (RAO) Statement for the above-referenced location has been submitted to the Massachusetts
Department of Environmentai Protection (DEP).
' A copy of this document is available for review on the MassDEP Waste Site/Reportable
Releases website (htto://db.state.ma.us/deo%leanuo/sites/search.asn) or may be obtained or
reviewed by appointment aYthe DEP Northeast Regional Office, Bureau of Waste Site Cleanup,
205B Lowell Street, Wilmington, MA 01887 by calling (978) 694-3200.
, If you have any questions regarding this not�cation or require additional information, please
contact the undersigned at (978) 749-9929.
' Sincerely,
' PENNONI ASSOCIATES INC.
� YMN.M.� �' q�
, Dennis P. Giustra, .E., LSP
Senior Engineer
'
,
'
I00ButttRoad • Suite120 • Andover, MA018I0 . Te1: 978•749•9929 • Fax: 978•749•9920
' 93 Stiles Road • Suite 201 • Salem, NH 030I9 • Tel:603•226�1950 • Fax: 603•226•3235
www.pennoni.com
� Pe�i
i ' PENNONIASfOMTE5INC.
CONSYLTING ENGINEERS
' SPEG 0805
' October 7, 2010
�' ' Ms. Joanne Scott, Heafth Agent
120 Washington Street
4'" Floor
' Salem, MA 01970
Re: Public Notification
' Response Action Outcome Statement
Former Salem Shoe Factory
8 Pearl Street
� DEP RTN 3-23213
Dear Ms. Scott:
' Pursuant to the requirements of the Massachusetts Contingency Plan (MCP), 310 CMR
40.1403 (3), this letter is being sent to provide not�cation that a Response Action Outcome
' (RAO) Statement for the above-referenced location has been submitted to the Massachusetts
Department of Environmental Protection (DEP).
� A copy of this document is available for review on the MassDEP Waste Site/Reportable
Releases website (http://db.state.ma.us/de�/cleanuo/sites/search.aso) or may be obtained or
reviewed by appointment aYthe DEP Northeast Regional Office, Bureau of Waste Site Cleanup,
2056 Lowell Street, Wilmington, MA 01887 by calling (978)694-3200.
� If you have any questions regarding this not�cation or require additionai information, please
contact the undersigned at (978) 749-9929.
' Sincerely,
' PENNONI ASSOCIATES INC.
��.�,P.
Dennis P. Giustra .q�
, Senior Engineer
'
� �
'
100BurttRoad • Suire120 • Andover, MA01810 • Te1: 978•749•9929 • Fax: 978•749•9920
' 93 Stiles Road • Suite 201 • Salem,NH 03079 • Tel:603•226•1950 • Fax: 603•226•3235
www.pennoni.com
� �
��COYOITe,Q`�r
_� � �� �ITY OF SALEM
` �
� ����;
��P;;� CONSERVATION COMMISSION
September 9, 2011
Jeff Holtoran
41 Fairmont St.
Salem, MA 01970
Re: Certificate of Compliance DEP#64-502— 18 Saunders St. —Lot Cl
Dear Mr. Holloran:
Enclosed, please find the Certificate of Compliance for the above referenced property.
This Document must be recorded at the Essex County Registry of Deeds. Ptease fill out
and return the Recording Information on page 3 of the Certificate of Compliance, which
will indicate to the Salem Conservation Commission that the document has been
recorded.
If you have any further questions please feel free to contact me at(978) 619-5685.
Sincerely,
Tom Devine
Conservation AgenUStat�Planner
Enclosures
CC: DEP Northeast Regional Ofl'ice
, i
Massachusetts Department of Environmental Protection
Bureau of Resource Protection - Wetlands oEP F;,e N�mbe,:
' WPA FOrm 86 — Certi�cate of Com liance
p
� 64-502
Mass
achusetts Wetl
ands Protection Act M.G.L. c. 1 1
3 , 40
� Provided by DEP
A. Pro�ect Information
ImportaM:
When filling out 1. This Certificate of Compliance is issued to:
forma an the �
computer,use Jeff Holloran
oNy the tab key Name
to move your 41 Fairmont Street
cursor-do not
use the retum Maihng Add2ss
key. Salem MA 01970
� City/Town State Zip Code
"° 2. This Certificate of Compliance is issued for work regulated by a final Order of
� Conditlons issued to:
Jeff Holloran
"a Name
9/23/2010 64-502
Dated DEP File Number
3. The project site is located at:
18 Saunders Street- Lot C1 Salem
Street Address City/Town
38 509
, Assessors MaplPlat NumDer ParceVLot Number .
the final Order of Condition was recorded at the Registry of Deeds for:
Julianna Tache- Riverside Realty Trust
PropeAy Owner(if diRerent)
Essex 20983 107
County Book Page
Certificate
4. A site inspection was made in the presence of the applicant, or the applicant's agent,
on:
8/18/2011
Date
m,�m�et.a«•��.ivz3,ns
WPA Form 88,Certificeie ot Complianca•Page 1 of 3
__..__ ____. .
, :
Massachusetts Department of Environmental Protection
;�_- Bureau of Resource Protection - Wetlands DEP File Number:
'' WPA Form 8B — Certificate of Compliance
'�� 64=502
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 p�ovided by DEP
B. Certification
Check all that apply:
�; Complete Certification: It is hereby certified that the work regulated by the
above-referenced Order of Conditions has been satisfactorily completed.
❑ Partial Certification: It is hereby certified that only the following portions of work
regulated by the above-referenced Order of Conditions have been satisfactorily
completed. The project areas or work subject to this partial certification that have
been completed and are released from this Order are:
❑ Invalid Order of Conditions: It is hereby certified that the work regulated by the
above-referenced Order of Conditions never commenced. The Order of
Conditions has lapsed and is therefore no longer valid. No future work subject to
regulation under the Wetlands Protection Act may commence without filing a new
Notice of Intent and receiving a new Order of Conditions.
❑ Ongoing Conditions: The following conditions of the Order shall continue:
(Include any conditions contained in the Final Order, such as maintenance or
monitoring, that should continue for a longer period).
Condition Numbers:
C. Authorization
Issued by:
Sa�e ,,.� — — l I _
Conservahon Commission Date of Issuance
This Certificate must be signed by a majority of the Conservation Commission and a
copy sent to the applicant and appropriate DEP Regional Office (�See
http//www mass qov/dep/aboutlreqion/findvour htm).
Signatu
- �' �-� - - --- .. - —
wpafrmBb.Joc•rev.1Z2J/09 WPA Form BB,Cetlifca�e of Gompliance•Pa9e 2 0l3
�- . . .
Massachusetts Department of Environmental Protection
, ;<,�� Bureau of Resource Protection - Wetlands DEP File Number
` � �,� WPA Form 8B — Certificate of Compliance sa-aoz
� Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 P,o�;ded bY oEP
D. Recording Confirmation
The applicant is responsible for ensuring that this Certificate of Compliance is recorded in
the Registry of Deeds or the Land Court for the district in which the land is located.
Detach on dotted line and submit to the Conservation Commission.
To: ---- - -- - - - -- - - ------ -- - -- - - - -- - - - - - - - --- - ---- - ---
Salem
Conservation Commission
Please be advised that the Certificate of Compliance for the project at:
Project Location DEP File Number
Has been recorded at the Registry of Deeds of:
County
for:
Property Owner
and has been noted in the chain of title of the affected property on:
� Date Book Page -
If recorded land, the instrument number which identifies this transaction is:
�
If registered land, the document number which identifies this transaction is:
Document Number ---�----
SignaNre of Applicant � --------�---
\ .
wpaGmBb tloc�rev.i2i23/09 . , WPA Porm 88,Certificaie of Compliance•Page 9 0!3
.. . . �,
Massachusetts Department of Environmental Protection
� Bureau of Resource Protection - Wetlands DEP File Number:
WPA Form 8A — Request for Certificate of Compliance sa-so2
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP
A. Project Information
Important:
When filling out 1. This request is being made by:
forms on the ,Jeff HollOran
Computer, Use Name
only the tab 41 Fairmount Street
key to move �
your cursor- Mailing Address
do not use the Salem MA 01970
retum key. City/Town . State Zip Code
978-417-9559
� Phone Number
� Z• This request is in reference to work regulated by a final Order of Conditions issued to:
'"°" Jeff Holloran
Applicant
September 23 2010 64-502
Dated DEP File Number
Upon completion
of the work 3. The project site is located at:
authorized in �g Saunders Street- Lot C1 Salem
an Order of Street Address
Conditions,the Cityi7own
property owner 36 59
must request a Assessors Map/Plat Number ParceVlot Number
Certificate of 4. The final Order of Conditions was recorded at the Re ist of Deeds for:
Compliance 9 ry
from the issuing ,lulianna Tache''- Riverside Realty Trust
authonty stating property Owne�(if different) �
that the work or Essex 20983 107
portion of the
work has been County Book Page
satisfactorily
' completed. Certificate(rf registered land)
5. This request is for certification that(check one):
� the work regulated by the above-referenced Order of Conditions has been satisfactorily completed.
❑ the following portions of the work regulated by the above-referenced Order of Conditions have
been satisfactorily completed (use additional paper if necessary).
❑ the above-referenced Order of Conditions has lapsed and is therefore no longer valid, and the
work regulated by it was never started.
wpaformBaEoc••rev.7H3/04 '
Paga 1 ot 2
. . : '.
Massachusetts Department of Environmental Protection
� Bureau of Resource Protection - Wetlands DEP File Number:
WPA Fot'm 8A — Request for Certificate of Compliance sa-soz
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP
A. Project Information (cont.)
6. Did the Order of Conditions for this project, or the portion of the project subject to this request, contain
an approval of any plans stamped by a registered professional engineer, architect, landscape
architect, or fand surveyor?
� Yes If yes, attach a written statement by such a professional certifying substantial
compliance with the plans and describing what deviation, if any, exists from the plans
approved in the Order.
❑ No
B. Submittal Requirements
Requests for Certificates of Compliance should be directed to the issuing authority that issued the final
Order of Conditions(OOC). If the project received an OOC from the Conservation Commission, submit
this request to that Commission. If the project was issued a Superseding Order of Conditions or was the
subject of an Adjudicatory Hearing Final Decision, submit this request to the appropriate DEP Regional
Office (see http://www.mass.aov/deo/abouUreqion/findyour htm).
i
wpaformBa.doc^rev.7/13/04 Pa e 2 of 2
9
��THOMAS MANNETTA
I N C O I2 P O R A T E D
August 4, 2011
Mr. Thomas Devine, Conservation Administrator
Salem City Hall
Conservation Commission
93 Washington Street
Salem, MA 01970 i
Re: 18 Saunders Street—Lot C 1 I
Map 36 Pazce159
DEP File # 64-502
Certificate of Compliance
Deaz Mr. Devine:
In compliance with WPA Form 8A—Request for Certificate of Compliance, upon visual inspection and
field location of the structure the work at the above referenced property has been completed in
substantial compliance with the plans and the Order of Conditions as issued by the Sa1em Conservation
Commission on September 23, 2010. .
I believe this is the final requirement so that a Certificate of Compliance can be issued for this property.
If you have any questions please feel free to call at your eazliest convenience.
Sincerely, i���
�
Vern J. eBlanc
Professional Engineer
15 Boazdman Lane Topsfield MA 01983
Phone: 978.887.0965
email:tom@thomasmannetta.com
Land Use Planners • Civil Engineers • Septic System Designers
gU�LYT�
� m 7l
�Svb+pI���j��J��� CITY OF SALEM
j�;4C=:y7 .7
�" �_�� CONSERVATION COMMISSION
�'M6YR
September 27, 2010
Jeff Holloran
41 Fairmount St.
Salem, MA 01970
Re: Order of Conditions—DEP #64-502
14 Rear Peazl Stceet(Lot Cl Saunders St.)
Deaz Mr. Holloran:
Enclosed, please find the Order of Conditions for the above referenced project.
Following the 10-day appeal period (as of October 4, 2010), this document and the
attached Special Conditions must be recorded at the Essex County Registry of Deeds
(Shetland Pazk 45 Congress Street, Suite 4100 Salem, Massachusetts). Once recorded,
please retum a copy of Page 12 of the Order, which will indicate to the Commission that
the document has been recorded.
As indicated in the Order, prior to any work commencing:
1. this Order must be recorded,
2. a sign shall be displayed showing DEP File#64-502 within public view, and
3. contact me at least 48 hours prior to any activity to schedule a pre-construction
meeting to review the Order with your hired contractor.
If you have any further questions,please feel free to contact me at 978-619-5685.
Sincerely,
Tom Devine
Conservation AgenU Staff Planner
Enclosures
CC: DEP Northeast Regional Office
Massachusetts Deparfinent of Environmental Protection Provided by MassDEP:
� Bureau of Resource Protection -Wetlands #�-so2
WPA Form 5 — Order of Conditions MassDEPFile#
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEPTransaction#
Salem
Ciry/Town
A. General Information
�mportam: Salem
When filling i.From: Conservation Canmissron
out foims
on tne z. This issuance is for
compu�er, (check one): a.�Order of Conditions b. ❑Amended Order of Conditions
use onty the
tabkeyto 3. To: Applicant
move your
wrsor-do Jeff Holloran
�nW use the a.Frst Name b.Last Neme
retum key.
� c.O�ganaatron �
41 Fairmount Street
d.Mailing Address
,,,, Salem Massachusetts 01970
e.CityRown f.State g.Zip Code
a. Property Owner(rf different from applicant):
Julianna Tache'
a.First Name b.last Name
Riverside Realty Trust
c.organization � .
208 Derby SUeet
d.Mailing Address
Salem Massachusetts 01970
e.CAy/iown f.Stata g.Zip Code
s. Project Location:
74 Rear Pead Street(Lot C1 Saunders St) Salem
• a.Street Address b.Citylfown
Map 36 Lot 59
� c.Assessors MaplPlat NumDer d. ParcellLot Number
Latitude and Longitude, if known: d m s d m s
d.LatdWe e. Longitude
�P�m3.0oc• ray.17l1309 . .
Page 1 W 1Y
I
Massachusetts Deparbnent of Environmental Protection Provided by MassDEP:
� Bureau of Resource Protection - Wetfands ��+-soz
WPA Form 5 — Order of Conditions MassDEPFile#
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEPTransadion#
Salem
city/Town
A. General lnformation (cont.)
a. Property recorded at the Registry of Deeds for(attach additional information if more than
one parcel):
Essex
a.CouMy b.Certdiwte Number(rf registered land)
20983 107
c.� � d.Page
�. Dates: August 26, 2010 Sept. 23 2010 Sept. 23 2010
a.Date Notice M IMent Filed b.Oate Public Hearing Cl�ed c.Date of Issuance
a. Final Approved Plans and Other pocuments(attach additional plan or document references
as needed):
Proposed Site Plan at 14R Pearl Street(aka Lot C1 Saunders St) in Salem MA(Sheet 1 2)
a Ran Tkle
Thomas Mannetfa Inc. Vemon J. Le8lanc
b�P"�Pe�BY � a Signed and Stamped by
August 23, 2010 �^=Zp�
d.Final Revision Date e.Scab
t Additional PWn or poament Title g.Date
B. Findings
1. Findings pursuant to the Massachusetts WeUands Protection Act
Following the review of the above-referenced Notice of Intent and based on the information
provided in this application and presented at the public hearing, this Commission finds that
the areas in which work is proposed is significant to the following interests of the Wetlands
Protection Act(the Act). Check all that apply:
a. � Public Water Supply b. � Land Containing Shelifish c. � Prevention of
Pollution
d. � Private Water Supply e. � Fisheries f � Protection of
Wildlife
9. � Groundwater Supply n. � Storm Damage Prevention �. � Flood Control
2 This Commission hereby finds the projed,as proposed, is: (checic one of the following boxes)
Approved subject to:
a. � the following conditions which are necessary in accordance with the performance
standards set forth in the wetlands regulations. This Commission orders that all work shafl
be performed in accordance with the NoGce of Intent referenced above, the following
Generai CondiGons, and any other special conditions attached to this Order. To the extent
that the following conditions modify or differ from the plans, specifications, or other
proposals submitted with the Notice of Intent, these conditions shall control.
wso�s.ao�• �.,zrzwa �
Pape 3 d 12
i,
Massachusetts Departrnent of Environmental Protection Piovided by MassDEP:
�l Bureau of Resource Protection -Wetlands #64-502
� WPA Form 5 - Order of Conditions MassDEPFile#
�\ Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transadion#
Salem
city/iown
B. Findings (cont.)
Denied because:
b. ❑ the proposed work cannot be conditioned to meet the performance standards set forth
in the wetland regulations. Therefore, work on this project may not go forward uniess and
until a new NoGce of Intent is submitted which provides measures which are adequate to
protect the interesis of the Act, and a final Order of CondiGons is issued. A descrlptlon of
the peAormanee standards which the proposed work cannot meet is attached to this
Order.
c. ❑ the information submitted by the applicant is not sufficient to describe the site, the
work or the effe of h
ct t e work on the interests idenUfied in the Wetlands Protection Act.
Therefore, work on this project may not go forward unless and until a revised Notice of "
Intent is submitted which provides sufficient information and includes measures which are
adequate to protect the AcYs interests, and a final Order of Conditions is issued. A
deseription oi the specific i�ortnation which is lacking and why it is necessary is
attached to this Order as per 310 CMR 10.05(6)(c�.
Inland Resource Area Impacts: Check all that appty below. (For Approvals Only)
s. ❑ Buffer Zone Impacts: Shortest distance between limit of project a.linear feet
disturbance and Bank or Bordering Vegetated Wetland boundary(if
availabie)
Resource Area Proposed Permitted Proposed Permitted
Alteration Alteration Replacement Replacement
4. ❑ Bank a.linearfeet b.linearfeet c.linearfeet d.linearfeet
5. ❑ Bordering
Vegetated Wetland a.equare feet b.square feet c.square feet d.square feet
s. ❑ Land Under
Waterbodies and a.square feet b.square feet c.square feet d.square feet
Watervways
e.dy dredged L rly dredged
z ❑ Bordering Land
SubjEct t0 FIOOdiflg a.square feet b.square feet c.squaia feet d.square feet
Cubic Feet Flood Storage e.cubic feet f.cubic feet
� g.cubic feet h.cubic feet
e. ❑ Isolated Land
Subject to Flooding a.square teet b.square ieet
Cubic Feet Flood Stofage G�bic feet d.wbic feat e.abic feet f.cubic feet
wpalam5.doc• rer.17/1309 � Pape 3 0l 12
Massachusetts Departrnent of Environmental Protection Provitled by MassDEP:
� Bureau of Resource Protection -Wetlands #6a-so2
WPA Form 5 — Order of Conditions MassDEPFite#
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEPTransadion#
Salem
cilyrtown
B. Findings (cont.)
Resource Area PfOP°� Permitted Proposed Permitted
Alteration AlteraHon Replacement Replacement
s. � RiverfrontArea 2,904 z,soa
a.total sq.feet b.total sq.feet
Sq ft wiMin 100 ft
a squaie feet d.squara feet e.square feet L square feet
Sq ft between 104 2,904 2,904
200 ft g.square feet h.square feef i.square feel l.square feet
Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only)
io. ❑ Designated Port Indicate size under Land Under the Ocean, below
Areas
t�. ❑ Land Under the
OC88f1 a.square feet b.square feet
. c.c/y dretlged d.Gy dradged
iz. ❑ Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes
below
�3. ❑ Coastal Beaches °U� w vd
a.square feet b.square feet c.nourishment d.nourishment
14. ❑ CO2S�31 DUf1B5 a.square feet b.square feet �c.nourishment d. nourishment
15. ❑ CO2St316811kS a.linearfeet b.linearfeet
�6. ❑ Rocky Intertidal
ShO�eS a.square feet b.square feet ,
n. ❑ Salt Marshes
a.square feet � b.square faet c.square feet d.square feet
�e. ❑ Land Under Salt '
Ponds a.square feet b.square feet
c.dy dredged d.dy dredged
is. ❑ land Containing
Shellfish a.square teet b.square feet c.square teet d.square feet
zo. ❑ Fish Runs Indicate size under Coastal Banks, Inland Bank, Land Under
the Ocean, and/or inland Land Under Waterbodies and
Waterways, above
a.c!y dredged b.cfy dredged
2t ❑ Land Subject to
CO2S�21 SfOR11 a.square feet b.square feat
Flowage
- »v�o�s.m�• ,a,..,vnoB
Page 4 d 1I
Massachusetts Departrnent of Environmental Protectlon Provided by MassDEP:
� Bureau of Resource Protection -Wetlands aba-soz
�
WPA Form 5 - Order of Conditions MassDEPFile#
Massachusetts Wetiands Protection Act M.G.L. c. 131, §40 eDEPTransaction#
Salem
citylfown
B. Findings (cont.)
zz. ❑ Restoration/Enhancement:
� a.square feet of BV W b.square feet of satt marsh �
� 23. �❑ $tf88R1 ClOSSlfl9(S�:
a.number of new stream crossirgs b.number of replacement stream crossings �
C. General Conditions U�der Massachusetts WeUands Protection Act
The foliowing eonditions are only applicable to Approvad projects.
1. Failure to comply with all conditions stated herein, and with all related statutes and other
regulatory measures, shall be deemed cause to revoke or modify fhis Order.
2. The Order does not grant any properry rights or any exclusive privileges; it does not
authorize any injury to private property or invasion of private rights.
3. This Order dces not relieve fhe permittee or any other person of the necessity of complying
with all other applrcxble federal, state, or local statutes, ordinances, bylaws, or regulations.
4. The work authorized hereunder shall be campleted within three years from the date of this
Order unless either of the following apply:
a. the work is a maintenance dredging project as provided for in the Act; or
b. the time for completion has been extended to a specified date more than three years,
but less fhan five years, from the date of issuance. If this Order is intended to be valid
fa more than three years,the extension date and the special circumstances warranting
the entended time periad are set forth as a special condition in this Order.
5. This Order may be extended by the issuing authority for one or mwe periods of up to three
years each upo�appliqtion to fhe issuing authority at least 30 days prior to the expiration
date of the Order.
6. If this Order constitutes an Amended Order of Conditions, this Amended Order of
Conditions does not extend ihe issuance date of the original Final Order of Conddions and
the Order will expire on September 23, 2013 unless extended in writing by the Department.
7. My fill used in connecfion with this project shall be clean fili.Any fill shall contain no trash,
retuse, rubbish, or debris, including but not limited to lumber, bricks, plaster, wire, lath,
paper, cardboard, pipe, tires, ashes, refigerators, motor vehicles, or parts of any of the
foregoing.
8. This Order is not final untii ail administrative appeal periods from this Order have elapsed,
or if such an appeal has been taken, until all proceedings before the Departrnent have
been compteted.
�.ao�. �e�,.,vr.ws
a�saiz
Massachusetts Departrnent of Environmental Protection Provided by MassOEP:
�, ^ Bureau of Resource Protection -Wetlands ��-soz
�� WPA Form 5 - Order of Conditions MassDEPFile#
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEPTransaclion#
Salem
c�yrro�
C. General Conditions Under Massachusetts Wetlands Protection Act (cont.)
9. No work shall be undertaken untii the Order has become final and then has been recorded
in the Registry of Deeds or the Land Court for the disVict in which the land is located, within
the chain of title of the affected property. In the case of recorded land, the Final Order shall
also be noted in the Registry's Grantor Index under the name of the owner of the land upon
which the proposed work is to be done. in the case of the registered land, the Final Order
shall aiso be noted on the Land Court Certificate of Title of the owner of the land upon
which the proposed work is done. The recording infortnation shall be submitted to the
ConservaGon Commissio�on the form at the end of this Order, which form must be
stamped by the Regis6y of Deeds, prior to the commencement of work.
10. A sign shall be displayed at the site not less then two square feet or more than three
square feet in size bearing Me words,
"Massachusetts Departrnent of Environmental Protection"[or, "MassDEP"]
'File Number i164-502 °
1 t. Where the Departrnent of Environmental Protection is requested to issue a Superseding
Order, the Conservation Commission shali be a party to ali agency proceedings and
hearings before MassDEP.
12. Upon compietion of the work described herein,the applicant shall submit a Request for
Certificate of Compliance(WPA Fortn 8A)to the Conservation Commission.
13. The work shall confortn to the pians and special conditions referenced in this order.
14. My change fo the plans identified in Condition�t12 above shall require the applicant to
inquire of Me Conservation Commission in writing whether the change is significant enough
to require the filing of a new Notice of Intent
15. The Agent or members of the Conservation Commission and the Department of
EnvironmenTai Protection shali have the right to enter and inspect the area subject to this
Order at reasonable hours to evaluate compliance with the conditions stated in this Order,
and may require the submittal of any data deemed necessary by the Conservatlon
Commission or Department for that evaluation.
16. This Order of Conditions shall apply to any successor in interest or successor in control of
the property subject to this Order and to any contractor or other person performing work
conditioned by this Order.
17. Prior to the sfart of work, and if the project invoNes work adjacent to a Bordering Vegetated
WeUand, the boundary of the wetland in the vicinity of the proposed work area shall be
marked by wooden stakes or flagging. Once i�piace, the wetland boundary markers shall
be maintained undl a Certificate of Compliance has been issued by the Conservation
Commission.
`ro�'°'"'6."a•"".'arz w� Pepe 8 M 12
Massachusetts Department of Environmental Protection Provided by MassDEP:
� Bureau of Resource Protection -Wetlands #6a-so2
WPA Form 5 - Order of Conditions MassDEPFileJt
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEPTransadion#
Salem
Ciry/rown
C. General CondiUons Under Massachusetts Wetlands Protection Act (cont.)
18. All sedimentation barriers shall be maintained in good repair until all disturbed areas have
been fully shabilized with vegeNaGon or other means. At no time shall sediments be
deposited in a wetland or water body. During co�sWc6on, the applicant or his/her
designee shall inspect the erosion controls on a daily basis and shall remove accumulated
sediments as needed. The applicant shall immediately conVol any erosion problems that
occur at the site and shall also immediately notify the Conservatlon Commission, which
reserves the right to require addfional erosion and/or damage prevention controls it may
deem necessary. Sedimentation barriers shall serve as the limit of work unless another
limit of work line has been approved by this Order.
NOT�CE OF STORMWATER CONTROL AND MAINTENANCE REQUIREMENTS
19. The work associated with this Order(the"ProjecY') is (�>� is not�z>�subject to the
Massachusetts 3tortnvuater SWndards. If the work is subject to the Stormwater
Standards,then the project is subject to the tollowing conditions:
a) All work, incfuding sife preparation, land disturbance, construction and redevelopment,
shall be implemented in accordance with the consUucfion period pollution prevention and
erosion and sedimentation control plan and, if applicable, the Stormwater Pollution
Prevention Plan required by the Nationai Pollution Discharge Elimination System
Construction Genera�Pertnit as required by Stortnwater Conditlon S. ConsVuction period
erosion, sedimenhation and pollution control measures and best management practices
(BMPs)shall remain in place until the site is fully stabilized.
b) No stortnwater runoff may be discharged to the post�onsUuction stortnwater BMPs
unless and until a Registered Professional Engineer provides a Certification that
i. all construcGon period BMPs have been removed or will be removed by a date certain
specified in the Certification. For any construction period BMPs intended to be converted
to post consWction operation for stormwater attenuation, recharge, and/or treatment, the
conversion is allowed by the MassDEP Stormwater Handbook BMP specificaGons and that
the BMP has been properly Geaned or prepared for post construcfion operation, inGuding
removal of all construction period sediment trapped in inlet and outlet control structures;
ii. as-buiR finat consWction BMP plans are induded, signed and stamped by a Registered
Professionai Engineer, oertifying the site is fully stabilized;
iii. any illicft discharges to the stormwater management system have been removed, as per
the requiremenb of Stomiwater Standard 10;
iv. all past-Construction sWrmwater BMPs are installed in accordance with the plans
(inGuding all planting plans)approved by the issuing authority, and have been inspected to
ensure that they are not damaged and that they are in proper working condition;
v. any vegetation associated with post�onstruction BMPs is suitably established to
wifhstand erosion.
wv��s.o�. �w.,vrws . .
Pape 7 a112
Massachusetts Departrnent of Environmental Protection Provided by MassDEP:
\ Bureau of Resource Protection -Wetlands �ea-soz
� - � MassOEP File# �
� WPA Form 5 - Order of Conditions
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEPTrensaction#
Salem
crtyrrowo
C. Generai Conditions Under Massachusetts Wetlands ProtecUon Act (cont.)
c) The landowner is responsible for BMP maintenance until the issuing authority is
notified that another party has legalty assumed responsibility for BMP maintenance. Prior
to requesting a Certificate of Compliance,or Partial Certificate of Compliance, the
responsible party(defined in General Condition 18(e))shall execute and submit to the
issuing authority an Operation and Maintenance Compliance Statement("08M Sfatement)
for ihe Stormwater BMPs identifying the party responsible tor implementing the stormwater
BMP Operation and Maintenance Plan('O&M Plan°)and certifying the following: i.) the
O&M Plan is complete and will be implemented upon receipt of the Certificate of
Compliance, and ii.)the future responsible parties shall be notified in writing of their
ongoing legal responsibility to operate and maintain the stortnwater management BMPs
and implement the SMrtnwater Pollution Prevention Pian.
d) Post-construction pollution prevention and source control shali be implemented in
accordance with the long-term pollution prevention plan sec6on of the approved
Stormwater Report and, ff applicabie, the Stormwater Pollution Prevention Plan required by
the National Pollution Discharge Elimination System Multi-Sector General Permit
e) Unless and until another party accepts responsibility, the landowner, or owner of any
drainage easement, assumes responsibility for maintaining each BMP. To over�ome this
presumption,the landowner of the property must submk to the issuing authority a legally
binding agreement of record, acceptable to the issuing authority, evidencing that another
entity has accepted responsibility for maintaining the BMP, and that the proposed
responsible party shall be treated as a permittee for purposes of implementing the
requirements of Conditions 18(�fhrough 18(k)with respect to that BMP. My failure of the
proposed responsible party to implement the requirements of Cond'Rions 18(�through
18(k)with respect to that BMP shall be a violation of the Order of Conditions or Certificate
of Compliance. In the case of stortnwater BMPs that are serving more than one lot, the
Iegally binding agreement shall also identify the lots that will be serviced by the stormwater
BMPs. A pian and easement deed thffi granb the responsible party access to perfortn the
required operadon and maintenance must be submitted along with the legally binding
agreement
� The responsible party shall operate and maintain all stormwater BMPs in accordance
with the design plans, the 08M Plan, and the requirements of the Massachusetts
Stormwater Handbook.
xyaMMi.dee• rev.11/ClRlB � PaGa e d 17
Massachusetts Depar6nent of Environmental Protection Providea by MassoeP: I
Bureau of Resource Protection - Wetlands aea-soz
� MassDEP File#
� WPA Form 5 — Order of Conditions
Massachusetts Wetlands Protection Ad M.G.L. c. 131, §40 eDEPTransaction#
Salem
crtyRoWr�
C. General Conditions Under Massachusetts Wetlands Protectlon Act (cont.)
g) The responsible party shall: I
1. Maintain an operation and maintenance log for the last three(3)consecutive
plendar years of inspections, repairs, maintenance and/or replacement of the
stortnwater management system or any part thereof; and disposal(for disposal the
log shall indicate the type of material and the disposal location);
2. Make the maintenance log available to MassDEP and the Conservation
Commission("Commission') upon requesX and
3. Albw members and agents of the MassDEP and the Commission to enter and
inspect the site to evaluate and ensure that the responsible party is in compliance
with the requirements for each BMP established in the 08M Plan approved by the
issuing authority. I
h) AII sediment or other confaminants removed from stortnwater BMPs shall be disposed
of in accordance with all applicable tederal, state, and local laws and regulations.
i) ilficit discharges to the stormwater management system as defined in 310 CMR 10.04
are prohibited.
j) The stormwater management system approved in the Order of Conditions shall not be
changed without the prior written approval of the issuing authority.
k) Areas designated as qualifying pervious areas for the purpose of the Low Impact Site
Design Credit(as defined in the MassDEP Stormwater Handbook, Volume 3, Chapter 1,
Low Impact DevelopmeM Site Design Credits)shall not be altered without the prior written
approval of the issuing authority.
I) Access for maintenance, repair, and/or replacement of BMPs shall not be withheld.
Any fencing consWcted around stortnwater BMPs shall include access gates and shall be
at least six inches above grade to allow for wildlife passage.
Special Conditions(if you need more space for additional conditions, please attach a text
document):
SEE ATTACHED SPECIAL CONDITIONS
wpelam50oG•rev.11113q9 - Pepe 9 0l 72
Massachusetts Departrnent of Environmental Protection Provided by MassDEP:
Bureau of Resource Protection -Wetlands ��-soz
� MassDEP File#
WPA Form 5 - Order of Conditions
Massachusetts Wetiands Protection Act M.G.L. c. 131, §40 eDEPTransactian#
Salem
c�ryrrow�
D. Findings Under Municipal Wetlands Bylaw or Ordinance
i. Is a municipal wetlands bylaw or ordinance applicable7 � Yes ❑ No
z. The Salem hereby finds(check one that applies):
Conservatlon Commission �
a. ❑ that the proposed work cannot be conditioned to meet the standards set forth in a
municipal ordinance or bylaw, specifically:
1.Municipal Ordinance a Bylaw 2.Citation
Therefore, work on this project may not go forward unless and until a revised Notice of
Intent is submitted which provides measures which are adequate to meet these
standards, and a final Order of CondRions is issued.
b. ❑ that the following additional conditions are necessary to comply with a municipal
ordinance or bylaw:
t.Munieipal Ordina�e or.Bylaw . . .— . -..---- —- .....-.. .....-�� -2.CRation
s. The Commission orders that all work shall be performed in accordance with the following
conditions and with the No6ce of Intent referenced above. To the extent that the foliowing
conditions modify or differ from the plans, specifications, or other proposals submitted with
the Notice of Intent, the conditions shall control.
The special conditio�s relating to municipal ordinance or bylaw are as follows(if you need
more space fw additional conditions, attach a text document):
wyekrmS.Ax• rer.772199 Page/0 0l/P
Massachusetts Departrnent of Environmental Protectio� Provided by MassDEP:
Bureau of Resource Protection -Wetiands #ba-soz
� � � MassDEP File#
� WPA Form 5 - Order of Conditions
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEPTransaction#
Salem
ciryrtown
E. Signatures
This Order is valid for thrae years,unless oMe�wise spedfied as a special Sept 23, 2010
condition pursuaM to General Conditions if4,from the date of issuance. t.Date of issuance
Please indicate the number of inembers who will sign this fortn. y
This Order must be signed by a majority of the Conservation Commission. 2.Number of Signers
The Order must be mailed by certified mail(retum receipt request S o hand d o the applicant.A
copy also must be mailed or harM delivered at the same 6me to a rop' �e ent of
Environmental ProtedWn Regional OHice, 'rf not fi�ing eleGron' d e p owner, if difterent
from appliqM. '�
Sign
�— ��k _
❑ by hand delivery on ❑ by certified mail, retum receipt
requested,on
- -- -- -- — -----
Date �� Date
F. Appeals
The applicant,the owner, any person aggrieved by this Order, any owner of land abutting the
land subject to this Order, or any ten residents of the city or town in which such land is located,
are hereby not�ed of their right to request the appropriate MassDEP Regional O�ce to issue a
Superseding Order of Conditions. The request must be made by certified mail or hand delivery
to the Departrnent,with the appropriate filing fee and a completed Request of Departmental
Action Fee Transmitfal Form, as provided in 310 CMR 10.03(7)within ten business days from
the date of issuance of this Order.A copy of the request shall at the same time be sent by
certfied mait or hand delivery to the Conservation Commission and to the applicant, if he/she is
not the appellant
My appellaMs seeking to appeal the Department's Superseding Order associated with this appeal
will be required to demonstrate prior partiapa6on in the review of this project. Previous participation
in the permR proceeding means the submission of written information to the Conservation
Commission prior to the close of the public hearing, requestlng a Superseding Order, or
providing written information to the Department prior to issuance of a Superseding Order.
The request shall state clearly and concisely the objections to the Order which is being
appealed and how the Order dces nM contribute to the protection of the interests idenfified in
the Massachuseris Wetlands Protection Act(M.G.L. c. 131, §40), and is inconsistent with the
wetlands regula6ons(310 CMR 10.00). To the extent that the Order is based on a municipal
ordinar�ce or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the
Department has no appel�ate jurisdidion.
wplm�B.Ox• �ev.17l73NB � Pege 11 d 11
' Massachusetts Deparbnent of Environmental Protection Provided by MassDEP:
Bureau of Resource Protection - Wetlands ��-soz
� � MassDEP Pile#
WPA Form 5 — Order of Conditions
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 e�EPTransaction#
Salem
Citylfown
G. Recording Information
This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the
district in which the land is located, within the chain of tiUe of the affected property. In the case
of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the
name of the owner of the land subject to the Order. In the case of registered land, this Order
shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the
Order of Conditions.The recording information on this page shall be submitted to the
Conservatlon Commission listed below.
Salem
Conservatbn Commiaaion - — . _ .
Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation
Commission.
-•.•••••••-•••-•••••-••••••••••..............•.-••••••••••...................-••••-••••••••••••••........:..._.
Ta
Salem
Conaervation Commission
Please be advised that the Order oi CondiGons for the Project at:
14 Rear Pearl SVeet(Lot C1 Saunders St) �fS4-502
Project Location MassDEP File Number
Has t�een recorded at the Registry ot Deeds oi:
Couny_... _. . ...._ . . ... . . .. _ . Book .. . . Page . .. .... __
for. P���
and has been noted in the chain of tiUe of the affected property in:
Book Page � �
In accordance with the Order of Conditions issued on:
p� -
If recorded land, the insWment number identifying this transaction is:
InsUumerK Number � -
If registered land, the document number identifying this transaction is:
Document Number
� Sgnature of�WDIicaM ' _ _ _ . _ . _. ._.. . .. . . ... . . .... . .
�«„�s.a«• �a..ixrz�oe Pape 14 d 12
y"""'i Attachment to Order of Conditions # 64502 I
���� Page lof 5
SALEM CONSERVATION COMMISSION
DEP FILE #64-502
14 Rear Pearl Street (Lot Cl Saunders Sueet) �
City of Salem, Massachusetts
ADDITIONAL FINDINGS
Based on the Estimated Habitats of Rare Wildlife and Certified Vernal Pools Map (June 1, 2003) from Natural
Heritage & Endange�ed Species Progarn(NHESP)of the Massachusetts Division of Fisheries and Wildlife, it has
been determined that this project dces not occur near any habitat of state-listed ra�wildlife species nor contains any
vemal pools.
This Order is issued under the Massachusetts Wetlands Protection Act,M.G.L.Chapter 131, Section 40 and the City
of Salem Wetlands Protection Ordinance,Salem Code Chapter 34,Section 34-1 —3413.
T'his Order permits the construction of a single family dwelling with associated gading and utilities and the
conshvction of an 8'ac24' deck. The parcel contains 15,399 total sq. ft.of which 3,702 sq. ft. is riverfront ar+ea. The
commission approved 2,904 sq.ft.of riverfiont area to be altered.
GENERAL CONDIT[ONS
1. This Order of Conditions must be recorded in its entirety(including a115 pages of Special CondiHons)
at the Essex Counry Registry of Deeds or the Land Court for the district in which the land is located,
after the expiration of the 10-day appeal period and within 30 days of the issuance. A copy of the
recording information must be submitted to t6e Salem ConservaHon Commission before any
work approved in this Order commences.
2. Approval of this application does not constitute compliance with any law or regulation other than
M.G.L Chapter 131, Section 40, Wetlands Regulations 310 CMR 10.00 and the City of Salem Wetlands
Protection Ordinance, Salem Code Chapter 34,Section 341 —3413.
3. All work shall be performed in accordance with this Order of Conditions and approved site plan(s). No
alteretion of wetland resou�e areas or associated buffer zones,other than that approved in this Order,
shall occur on this property without prior approval from the Commission.
4. Prior to any work commencing on site,a DEP Sign showing DEP File#64502 must be installed at the
entrance to the site and seen from the public way,but not placed on a living tree.
5. No work approved in this Order may commence until the ten(10)day appeal period has lapsed from the
date of the issuance of this Order.
6. W ith respect to this Order,the Commission designates the Conservation Agent as its agent with powers
to act on its behalf in administering and enforcing this Order.
7. The Commission or its Agent,ofticers,or employees shall have the right to enter and inspect the property at
any time for compliance with the conditions of this Order,the Wetlands Protection Act MGL Chapter 131,
�';'�, Attachment ro Order of Conditions #G4502
3��� Page 2oE 5
Section 40,the Wetlands Regulations 310 CMR 10.00,and shall have the right to require any data or
documentation that it deems necessary for that evaluation.
9. The term"Applicant"as used in this Order of Conditions shall refer to the owner,any successor in
interest or successor in control of the property referenced in the Notice of intent,supporting documents
and this Order of Conditions. The Commission shall be notified in writing within 30 days of all
transfers of title of any portion of the property that takes place prior to issuance of the Certificate of
Compliance.
9. It is the responsibility of the applicant to procure all other applicable federal,state and local permits and
approvals associated with this project. These permits may include but are not necessarily limited to the
following:
(1) Section 404 ofthe Federal Water Pollution Conuol Act(P.L.92-500, 86 stat. 816), U.S. Army
Corps of Engineers.
(2) Water Quality Certificarion in accordance with the Federal Water Pollution Control under authority
of sec. 27(5)of Chapter 21 of the Massachusetts General Laws as codified in 314 CMR 9.00.
(3) Sewer Extension Permit from the DEP Division of Water Pollution Control under G. L.Ch. 21A ss7
and 314 CMR 7.00. My Boazd of Health permit for septic system design For any portion of the
septic system within 100 feet of wetlands shall be submitted to the Commission prior to
construction initiation.
(4) Design Requirements for Cons�vction in Floodplains under the State Building Code(780 CMR
744.).
10. If there are conflicting conditions within this Order,the stricter condition(s)shal(rule.
11. All work shall be perfocmed so as to ensure that there will be no sedimentation into wetlands and
surface waters during construction or after completion of the project.
12. The Commission or its Agent shall have the discretion to modify the erosion/siltation control methods
and boundary during construction if necessary.
13. The Commission reserves the right to impose addifional conditions on portions of this project or this site
to mitigate any actual or potential impacts resulting from the work herein permitted.
14. The work shall confortn to the following attached plans and special conditions:
FinaJ Approved Plans
PROPOSED SITE PLAN AT 14R PEARL STREET a.k.a. LOT C1 SAUNDERS ST. IN SALEM, MA
01970(Sheet 1 and 2)
(Title)
8/23/]0
(Dated)
Vernon L LeBlanc
(Stgned and Stamped by)
City of Salem Conservation Commission
(OnJtle with)
I5. Any proposed changes in the approved plan(s)or any deviation in consduction from the approved
plan(s)shall require the applicant to file a Notice of Prolect Chan�e with the Commissioa The Notice
,�� Attachment to Order oECondidons # 64502
�+`�� Page 3of 5
'',�,r
shall be accompanied by a written inquiry prior to their implementation in the field,as to whether the
change(s) is substantial enough to require filing a new Notice of Intent or a request to correct or amend
this Order of Conditions. A copy of suck request shall at the same time be sent ro the Department of
Environmental Protection.
16. In conjunction with the sale of this property or any portion thereof before a CeRificate of Compliance has
been issued,the applicant or curtent landowner shall submit to the Commission a statement signed by the
buyer that he/she is aware of an oufstanding Order of Conditions on the property and has received a copy of
the Order of Condirions.
17. Condition Number as indicated shall continue in force beyond the Certificate of Compliance, in
perpetuiry,and shall be referenced to in all firtwe deeds to this property.
PRIOR TO CONSTRUCT[ON
I8. Prior to the commencemeot ot any activity on t6is site other t6an activities listed above,there
must be a Pre-Construcdon Meeting on site between the project supervisor,the contractor responsible
for the work,and the Conservation Agent anNor a member of the Conservation Commission to ensure
that the requirements of the Order of Conditions are understood. The staked erosion control line shall be
adjusted,if necessary,during the pre-conslruction meeting. Please contact the Canservation Agent at
(978)619-5685 at least forty-eig6t(48) hours prior to constraction to arrange for the Pre-
ConstracHoo Meeting.
19. Prior to the pre�onshvction meeting and commencement of any activity on this site,sedimentation and
erosion control bamers shall be installed as shown on the approval plan(s)and detail drxwings. The
Commission and/or its Agent shall iospect and approve such installaHon at the pre-construction
meedog.
20. No clearing of vegetation,including Vees,or disturbance of soil shall occur prior to the pre-construction
meeting. Minimal disturbance of shrubs and herbaceous plants shall be allowed prior to the pre-
construction meeting if absolutely necessary in otder to place erosion control stakes where required.
21. There shall be at least twenty(20)hay bales and wooden stakes stored under cover on the site to be used
for emergency erosion control purposes.
EROSION CONTROL
22. Appropriate erosion control devices shall be in place prior to the beginning of any phase of construction,
and shall be maintained during construction in any wetland resource area and/or buffer zones. The
erosion control measures shown on the approval plan(s)and provisions in the Order will be the minimum
standards for this projec�the Commission or its Agent may require additional measures.
23. All debris,fill and excavated material shall be stockpiled a location far enough away from the wetland
resource azeas to prevent sediment from entering wetland resource areas.
24. Erosion and sedimentation control devices shall be inspected after each stortn event and repaired or
replaced as necessary. Any accumulated silt adjacent to the bamers shall be removed.
25. The area of construction shall remain in a stable condition at the close of each conshvction day.
�L i Attachment to Order oFCondidons # 64-502
d.ii:
.a��� Page 4of 5
26. Any de-watering of trenches or other excavation required during construction shall be conducted so as
to prevent siltation of wetland resource azeas. All discharge from de-watering activities shall be filtered
through hay bale sediment traps, silt filter bags or other means approved by the Commission or its
Administraror.
27. W ithin thirty(30)days of completion of construction on any given portion of the project,all disturbed
areas in the completed portion of the site shall be pertnanently stabilized with rapidly growing
vegetative cover, using sufficient top soil to assure long-term stabiliaation of disturbed areas. i
28. If soils are to be disturbed for longer that two(2)months, a temporary cover of rye or other grass should
be established to prevent erosion and sedimentation. If the season is not appropriate for plant growth,
exposed surface shall be stabilized by other appropriate erosion control measures, firmly anchored,to
prevent soils from being washed by rain or flooding.
DURING CONSTRUCTION
29. A copy of this Order of Conditions and the plan(s)approved in this Order shall be available on site at all
times when work is in progess.
30. No alteration or activity shall occur beyond the limit of work as defined by the siltation barriers shown on
the approved plan(s).
31. All waste products,grubbed stumps,slash;construction materials,etc.shall be deposited at least 100 feet
from wetland cesource areas and 200 feet from river.
32. Cement uucks sha(l not be washed out in any wetland resource or buffer zone a�ea,nor into any drainage
system. My deposit of cement or concrete pralucts into a buffer wne or wetland resource area shall be
immediately removed.
33. All exposed sub-soils shall be covered by a minimum of three(3)inches of quality screened loam topsoil
prior to seeding and final stabilizallon.
34. Immediately following drainage structure inslallation alI inlets shall be protected by silt fence,haybale
barriers and/or silt bags to filter silt from stormwater before it enters the drainage system.
35. There shall be no pumping of water from wetland resource azeas.
36. All aquipment shall be inspected negularly for leaks. My leaking hydraulic lines,cylinders or any other
components shall be fixed immediately.
37. During construction,all dreinage structures shall be inspected regularly and cleaned as necessary.
38. The applicant is herby notified that failwe to comply with all requiremenu herein may result in the issuance
of enfo�cement actions by the Consecvation Commission including,but not limited to,civil administrative
penalties under M.G.L Chapter 21 A,section 16.
AFTER CONSTRUCTION
39. Upon completion of construction and final soil stabilizetion, the applicant shall sabmit the following to
the Conservation Commission to request a Certificate of Compliance(COC):
(l) A Completed Request for a Certificate of Compliance form(WPA Form 8A or other form if
required by the Conservation Commission at the time of request).
„°""�`-�-''�� Attachment to Order oE Condirions # 64502
`�'��f� Page 5of 5
�
(2) A letter from a Registered Professional Engineer certifying compliance of the property with this
Order of Conditions.
(3) M"As-BuilY' plan signed and stamped by a Registered Professional Engineer or Land Surveyor
showing post-construction conditions within all amas under the jurisdiction of the Massachusetts
Wetlands Protection Act. This plan shall include at a minimum:
(a) All wedand resource area boundaries with associated buffer wnes and regulatory setback
areas taken from the plan(s)approved in this Order of Conditions;
(b) C.ocations and elevations of alt stormwater management conveyances,structwes and best
management designs, including foundation drains,consWded under this Order within any
wetland resowoe area or buffer wne;
(c) Distances from any structures constructed under this Order to wetland resource areas-
"sfiictures”include,but are not limited to,all buildings,septic system components,wells,
utility lines,fences,retaining walls,and roads/driveways;
(d) A line delineating the limit of work-"work"includes any filling,excava6ng and/or
disturbance of soils or vegetation approved under this Ordet;
40. When issued,the Certificate of Compliance must be recorded at the Essex County Registry of Deeds
and a copy of the recording submitted to the Salem Conservation Commission.
41. If the completed work differs from that in the original plans and condirions,the report must specify how
the work differs; at which time the applicant shalt first request a modification to the Order. Only upon
review and approval by the Commission,may the applicant request in writing a Certificate of
Compliance as described above.
42. Erosion control devices shall remain in place and properly functioning until all exposed soils have been
stabilized with final vegetative cover and the Conservation Commission and/or its Agent has authorized
their removal.
ADDITIONAL CONDITIONS
43. A Response Action Outcome(RAO)form submitted to DEP and any comments from DEP in response
to the RAO must be submitted to the Salem Conservation Commission. If any deviations are found in
the RAO,the Applicant may be required to amend this Order,submit a Notice of Project Change, or
come back to the Commissioa
_ ;
Massachusetts Department of Environmental Protection Provided by MassDEP:
� Bureau of Resource Protection -Wetlands #6a-soz
WPA Form 5 - Order of Conditions MassDEPFile#
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP TransaGion#
Salem
ciry/Town
G. Recording Information
This Order of Conditians must be recorded in the Registry of Deeds or the Land Court for the
district in which the land is located, within the chain of title of the affected property. In the case
of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the
name of the owner of the land subject to the Order. In the case of registered land, this Order
shali aiso be noted on the Land Court Certificate of Title of the owner of the land subject to the
Order of Conditions.The recording information on this page shall be submitted to the
Conservation Commission listed below.
Salem
Conservation Commission l
Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation
Commission.
....................e..,...............•••••-...._....................,......._..•-•.......•••a.=•••-•••.......
To:
Salem
Conservation Cammission
Please be advised that the Order of Conditions for the Project at:
74 Rear Pead Street{Lot C1 Saunders St) #64-502
Pmject Location - MassDEP fqe Number
Has been recorded at the Registry of Deeds of.
,��� �e�l� �4������ 3o� a� � �
for. coun�i�.0,o re�G� �mc/'7.?—.(� � ��k�e,rT``�C�'9.�/� LLC
Pmperty Owner
and has been noted in the chain of title of the affected property in:
�4 Id�F �w�
I �k Page
In accordance with the Order of Conditions issued on:
�� � �-� �� �
If recorded land,the instrument number identifying this transaction is:
_ No. :3�a Q� ra-3l- ic�
tnsUument Number
If registered land,the document number identifying this transaction is:
Dawment NumDer
Signalure of ApplicaM —
�orrt5.�• �.1�� Page 12 M 12 �
i�
��
�
>;,��°.
�`�v � �� CITY OF SALEM
�
��'`����� CONSERVATION COMMISSION
���
- STT <�TSTT FARM
�c� ci s�r s3.)
PRO)ECT LOCATION: �y '��r ��'� �` DATE OF SITE VISIT• Z3 Z°
PRO]ECT PROPONENT: Te,N- �}o P�rY�vi DEP FILE NUMBER: '��F�-SOZ
PROPOSED WORK: CIYn< � �,2.� „-� ia,� �,�� li� ,�,ti� d���}P..���,
/
IN A7TENDANCE:.� , _ " ""
. , ��-. i _ .. . !-,`:�_»k .. � , , . �
Commission M gent �� Ab t ers: �-- t'(1 t 1��:��.,.T_
� I � �������
r
Applican[/Property Owner/Represen[ative:
SITE VI&IT PURPOSE � .:€ Y;S:N � , ,� F; .p.%' � ` �: x, � , _
- _, ., ,r �„ .
�Request for Determination �Abbreviated Notice of Resource Area Delineation �Notice of Intent
❑Certiticate of Compliance ❑Enforcement/Violation �Emergency � Informal
'AREAS�OF]URISDICTION. �
,���. �««�;, �
w;�. .x °". ,� �. .. �x�.` .., , ..�. � ,,,. M � ,.''�h '; .�, ,
INLAND RESOURCE AREAS . COASTAL RESOURCE AREAS
❑13ank �� � Land Subject to Coas[al �Land Under the Ocean
Storm Flowage �
❑Bordering Vegetated Wedand ,�
❑ Designated Port Area ❑Coastal Beach
❑Land Subject to Flooding
❑ Coastal Dune ❑Barrier Beach
❑Land Under Water Bodies or Waterwxy
Nnute: ❑ Coastal Bank ❑Rocky Intertidai Shore
�Riverfront Area NJo✓1�h R,�'J.en ❑ Salt Marsh � Land Under Salt Pond
❑Vernal Pools � Land Containing �Anadromous/Ca[a-
Shelltish dromous Fish�Run
❑ Bordering Vegetated Wetland in Coastal Arza
120 Wnsrn�ucrov S'rRaeT, Sn�erot, M,�ss�ci{usrrrs 01970 • Teu 978.745.9595 Fnx: 978.740.0404 . www.sni,rni.co�a
�
BUFFERZONE (within 100-feet)3
❑Water Body ❑ Bordering Vegetated Wedand ❑ Bank ❑ Coastal Beach ❑Coastal Dune
„r':=-� ,; m' , �' x` .r � ,> -��,� �
INTERESTS PROTEGTED. _- - -.� . ..�. -
�[ Protection of Water Supply �Protection of Groundwater Supply �Flood Control
T
�Storm Damage Preven[ion �Prevention of Pollu[ion �Pro[ection of Fisheries
�Protection of Wildlife Habitat �Protection of Land Containing Shellfish
Is this an exempt project: If so,why?
Are resource area boundaries delineated correctly? [f not,explain.
' i.:� w..� e ,rs�-.tnn'Y;n*.. t:a.. .^� ��..'"i,.�r.§s,r�j �a re�,wY,�^ � tir .��e�a�sa�,yy�"�*� a+��� �,�
SITEVISIT�DOCUMENTATION.�r..•s��a��rz `�. , �..,,�.,.�. w..aA .�. ��,�., �.m�,s _,a. .n.4,..�. *�a—.� , .,
❑Pho[os � Si[e Map ❑Other:
��:�q;,u rr a'� a «v�r * rwFn ,: e �"c�'^!��ki` y .� ,�za g r �z ., s s 1 � �; n s x ., su �z 'tr � k-��' .
OBSERVATIONS. F.�-,�;�; .�, s,� .� , :'_.r�; _ , , �,..� ,.r��.. .,.,. '_�'iar�. �,...,�.., at.., . ..�.�u.,.� �., s>��..,��s r
Take into aceount relevan[ aspects or features such as: natural or piped drainage or obvious poltution;
ropography; existing vegetation; possible alternative sites; signs of wildlife, possible vemal pools, rare species
habitat; landmarks; recent or historical disturbances; proximiry to other water bodies or drainage areas;
adjacent land uses.
— 51�� 1e t�.� �„iJdt� ��- ����-
�` SW�R. locrz�k-� i' �.�h�
— I�5'�� ► eu,-p �� "� l�o,,.�
y�4,ar :�v. s `"`i"", e � a v £"'q »+.+ w . �'{ -
�.. ....�...v ..»c .v ..a . -�i ,.
RECOMMENDATIONS .�,� . ._ �r_ ... .... „� ,� .�: _ . ., ..�s a. .; a .�,��. ...�,_��.,.,,�t ...
�
�
�
;� ,
�
�
� Notice of Intent
� 14R Pearl Street
•
� a.k.a
� Lot C1 Saunders Street
' • Salem, MA
i
•
•
•
� Prepared For:
� Jeff Holloran
� 41 Fairmount Street
i � Salem, MA 01970
�
: Prepared By:
I • Thomas Mannetta, Inc
11A Old Right Road
� Ipswich, MA 01983
�
+ August 25, 2010
�
�
�
�
�
�
• �/� THOMAS MANNETTA
� IL�, I N C O R P O R A T E D
, � ,
�
�
�
i
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� TABLE OF CONTENTS
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� WPA Form 3 — Notice of Intent with attachments and notifications
� USGS map of Salem
' FIRM of Salem
+ Affidavit of Service
Notification to Abutters
� Abutter List
� Riverfront Altematives Analysis
: Notice of Intent WeUands Fee Transmittal Form I
� Copy of Checks to Commonwealth of Massachusetts, City of Salem
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• Massachusetts Department of Environmental Protection p�o��aea aY ma55oEP: ' - -
• � Bureau of Resource Protection -Wetlands � MassDEP File Number
� WPA Form 3 - Notice of Intent �
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 �-- DocumentTransaction Number
� Salem �!
• City/Town
''"�°'�"`: A. General Information
• When filling out
fortns on the
� onlytheetab key � Project Location (Note: electronic filers will click on button to locate project site):
• to move your 14R Pearl St. aka Lot C1 Saunders St. Salem 01970
cursor-donot a. StreetAddress
• use the return b.City(fown c.Zip Code
key. Latitude and Longitude:
• � d. Latitude e.Longitude
� 36 59
• f.Assessors Map/Plat Number g.Parcel/Lot Number
� Il� 2. Applicant:
� Jeff Holloran
. a.First Name b. Last Name
• Note:
Before c.Organization
• completing this 41 Fairmount Street
fortn consuR
your local d.Street Address
. Conservation Salem MA 01970
• Commission e.CityRown f.State
regarding any g.Zip Code
• municipal by�aw 978-902-2544
or ordinance. h. Phone Number i. Fax Number �.Email Address
� 3. Property owner(required if different from applicant): ❑ Check if more than one owner
� Julianna Tache
• a.FirstName b. LastName
• Riverside Realty Trust
c.Organization
i 208 Derbv Street
d.Street Address -
� Salem MA 01970
• e.CityRown f.State g.Zip Code
• 978-745-2004 978-745-0450
h. Phone Number i. Fa�c Number j.Email address
� 4. Representative (if any):
� Thomas Mannetta
. a.First Name b.Last Name
• Thomas Mannetta Inc
c.Company
• 11A Old Right Road
d.Street Address
, � Ipswich MA 01938
. e.City/Town f.State g.Zip Code
• 978-356-7056 978-356-7156 tom@thomasmannetta.com
h.Phone Number i.Fax Number j.Email address
� 5. Total WPA Fee Paid (from NOI Wetland Fee Transmittal Form):
�
• a.Total Fee Paid � b.State Fee Paid a City/Town Fee Paid
.
. : wpaform3.doc•rev. 11/i6/09 Page 1 of 8
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• Massachusetts Department of Environmental Protection 'Pro��aea bY nna55oea:' — �
. � Bureau of Resource Protection -Wetlands ' MassDEP File Number
r WPA Form 3 - Notice of Intent
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 � DocumentTransactionNumber
� Salem � �
• city/Town .
A. General Information (continued)
�
• 6. General Project Description:
• Construction of a sinqle family dwellin with associated utilities and radin
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* 7a. Project Type Checklist:
� 1. � Single Family Home 2. ❑ Residential Subdivision
: 3. ❑ Limited Project Driveway Crossing 4. ❑ Commercial/Industrial
• 5. ❑ Dock/Pier 6. ❑ Utilities
� 7. ❑ Coastal Engineering Structure 8. ❑ Agriculture (e.g., cranberries, forestry)
: 9. ❑ Transportation 10. ❑ Other
7b. Is any portion of the proposed activity eligible to be treated as a limited project subject to 310 CMR
� 10.24 (coastal)or 310 CMR 10.53 (inland)?
� i. ❑ Yes � No If yes, describe which limited project applies to this project:
�
• 2.Limited Project
• 8. Property recorded at the Registry of Deeds for:
• a.County b.Certficate#(if registered land)
� 20983 107
• c.Book d.Page Number
� B. Buffer Zone 8� Resource Area Impacts (temporary & permanent)
� 1. ❑ Buffer Zone Only—Check if the project is located only in the Buffer Zone of a Bordering
Vegetated Wetland, Inland Bank, or Coastal Resource Area.
� 2. ❑ Inland Resource Areas (see 310 CMR 10.54-10.58; if not applicable, go to Section 6.3,
. Coastal Resource Areas).
. Check all that apply below. Attach narrative and any supporting documentation describing how the
project will meet all pertormance standards for each of the resource areas altered, including standards
� requiring consideration of alternative project design or location.
• For all projects
. affeding other Resource Area Size of Pr000sed Alteretion Pr000sed Reolacement(if any�
Resource Areas,
• p�ease attach a a. ❑ Bank
narcative 1,linear feet 2.linear feet
• expiaining now b. ❑ Borderin Ve etated
the resource 9 9
• area was Wetland �.square feet 2.square feet
delineated.
c. ❑ Land Under 1.square teet 2.square feet
� Waterbodies and
• Waterways 3.cubic yards dredged
� wpafortn3.doc•rev. 11/16/09 Page 2 of 8
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• Massachusetts Department of Environmental Protection P����dea ey nnauoea:— �
. � Bureau of Resource Protection -Wetlands �
� MassDEP File Number
� WPA FOrm 3 - Notice of Intent t
Massachusetts Wetlands Protection Act M.G.L. a 131, §4O DacumentTransactionNumber
� _Salem
• City(fown
B. Buffer Zone & Resource Area Impacts (temporary & permanent) (cont'd)
�
• Resource Area Size of Pr000sed Alteration Pr000sed Reolacement(if any�
• d. ❑ Bordering Land
� Subj@Ct to Flooding 1.square feet 2.square feet
• 3.cubic feet of Flood storege lost 4.cubic feet replaced
e. ❑ Isolated Land
� Subject to Flooding t.square feet
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• 2.cubic feet of Nood storege lost 3.cubic feet replaced
f. � Riverfront Area North River
� 1. Name of Waterway(rf avatlable)
• z.Width of Riverfront Area (check one):
� ❑ 25 ft. - Designated Densely Developed Areas only
� ❑ 100 ft. - New agricultural projects only
• � 200 ft. -All other projects
� 3. Total area of Riverfront Area on the site of the proposed project: 3702
• square feet
• a. Proposed alteration of the Riverfront Area:
• 2904 0 2904
a.total square feet b.square feet within 100 ft. c.square feet between 100 R.and 200 ft.
� s. Has an alternatives analysis been done and is it attached to this NOI? � Yes❑ No
�
• s. Was the lot where the activity is proposed created prior to August 1, 1996? ❑ Yes� No
• 3. ❑ Coastal Resource Areas: (See 310 CMR 10.25-10.35)
� Check all that apply below. Attach narrative and supporting documentation describing how the project
• will meet all performance standards for each of the resource areas altered, including standards
. requiring consideration of alternative project design or location.
• Online Users:
inciude your Resource Area Size of Pr000sed Alteration Pr000sed Reolacement(if anv)
• document
trensaction a. ❑ Designated Port Areas Indicate size under Land Under the Ocean, below
� number
(provided on
. your receipt b. ❑ Land Under the Ocean
page)with all 7.square feet
• supplementary
infortnation you 2.cubic yards dredged
• submR to the
Department. c. ❑ Barrier Beach Indicate size under Coastal Beaches and/or Coastal Dunes below
. d. ❑ Coastal Beaches �.s uare feet
Q 2.cubic yards beach nourishment
• e. ❑ Coastal Dunes �.s uare feet
Q 2.cubic yards dune nourishment
� wpaform3.doc•rev. 11/16/09 Page 3 of 8
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• Massachusetts Department of Environmental Protection P����aea oY MaSS�eP:
� Bureau of Resource Protection - Wetlands E
. / �. MassDEP File Number ��. �
I � WPA Form 3 - Notice of Intent
Massachusetts Wetlands Protection Act M.G.L. c. 131, §4O DowmentTransactionNumber
� � Salem �
• ciry/Town
B. Buffe1' ZOne 8� Resou�Ce Area ImpaCts (temporary & permanent) (conYd)
• Size of Pr000sed Alteration Pr000sed Reolacement(if anv) I
� t. ❑ Coastal Banks 1.linearfeet
� g. ❑ Rocky Intertidal '
• ShOf25 1.square feet
• n. ❑ Salt Marshes i.s uare reec
• Q 2.sq ft restoration, rehab.,creation
i. ❑ Land Under Salt
• Ponds 1.square feet
I . 2.cubic yards dredged II
j. ❑ Land Containing
� ShellfiSh 1.square feet
� k. ❑ Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the
i � Ocean, and/or inland Land Under Waterbodies and Watervuays,
, • above
• 1.cubic yards dredged
• i. ❑ Land Subject to
• Coastal Storm Flowage 1.square feet
4. ❑ Restoration/Enhancement
• If the project is for the purpose of restoring or enhancing a wetland resource area in addition to the
i • square footage that has been entered in Section 6.2.b or B.3.h above, please enter the additional
amount here.
: a.square feet of BVW b.square feet of Satt Mareh
• 5. ❑ Project Involves Stream Crossings
� a. number of new stream crossings b. number of replacement stream crossings
� C. Other Applicable Standards and Requirements
: Streamlined Massachusetts Endangered Species Act/Wetlands Protection Act Review
� 1. Is any portion of the proposed project located in Estimated Habitat of Rare Wildlife as indicated on
the most recent Estimated Habitat Map of State-Listed Rare Wetland Wildlife published by the Natural
� Heritage and Endangered Species Program (NHESP)?To view habitat maps, see the Massachusetts
. Natural Heritage AHas or go to
. htto:l/www mass qov/dfwele/dfivinheso/requlatory review/�rioritv habitaUonline viewer htm.
. a. ❑ Yes � No If yes, include proof of mailing or hand delivery of NOI to:
� Natural Heritage and Endangered Species Program
• Division of Fisheries and Wildlife
2009 Route 135, North Drive
, b. Date of map Westborough, MA 01581
�
: wpafortn3.doc•rev. 11/16/09 Page 4 of 8
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• Massachusetts Department of Environmental Protection P�o��aea eY nn85soeP:� -
� Bureau of Resource Protection -Wetlands �
, • / . MassDEP File Number �
� WPA FOrm 3 — Notice of Intent ,
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 L DowmentTransactionNumber
� Salem �
, • ciry/Town
C. Other Applicable Standards and Requirements (cont�d)
• If yes, the project is also subject to Massachusetts Endangered Species Act(MESA) review(321
� CMR 10.18). To qualify for a streamlined, 30-day, MESAIWetlands Protection Act review, please
• complete Section C.1.C, and include requested materials with this Notice of Intent(NOp; OR
complete Section C.1.d, if applicable. If MESA supplemental information is not included with the NOI,
� by completing Section 1 of this form, the NHESP will require a separate MESA filing which may take
• up to 90 days to review(unless noted exceptions in Section 2 apply, see 6elow).
• 1. c. Submit Supplemental Information for Endangered Species Review'
� 1. ❑ Percentage/acreage of property to be altered:
' � �a�within wetland Resource Area
percentage/acreage
• @>outside Resource Area
percentage/acreage
� z. ❑ Assessor's Map or right-of-way plan of site
� s. ❑ Project plans for entire project site, including wetland resource areas and areas outside of
wetlands jurisdiction, showing existing and proposed conditions, existing and proposed
II • treelvegetation clearing line, and clearly demarcated limits of work*"'
• (a)❑ Project description (including description of impacts outside of wetland resource area &
• bufferzone)
• (b) ❑ Photographs representative of the site
. �c�❑ MESA filing fee (fee information available at:
http:/Iwww.mass aov/dfwele/dfw/nheso/reaulatory review/mesa/mesa fee schedule htm).
• Make check payable to"Commonwealth of Massachusetts- NHESP"and mail to
• NHESP at above address
• Projects altering 10 or more acres of land, also submit:
. �d)❑ Vegetation cover type map of site
� (e�❑ Project plans showing Priority& Estimated Habitat boundaries
: d. OR Check One of the Following
• i.❑ Project is exempt from MESA review.
Attach applicant letter indicating which MESA exemption applies. (See 321 CMR 10.14,
� http:/Iwww.mass aov/dfweleldiw/nheso/requlatory review/mesa/mesa exemotions htm;
• the NOI must still be sent to NHESP if the project is within estimated habitat pursuant to
. 310 CMR 10.37 and 10.59.)
• 2. ❑ Separate MESA review ongoing. a. NHESP Tracking# b. Date submitted to NHESP
�
: ' Some projects not in Estimated Habitat may be located in Priority Habitat,and require NHESP review(see
htto'//www mass gov/dfwele/diw/nheso/nhesp htm, regulatory review tab). Priority Habitat includes habitat for state-listed plants and
• strictly upland species not protected by the Wetlands Protection Act.
• " MESA projects may not be segmented (321 CMR 10.16).The applicant must disclose full development plans even if such plans are
not required as part of the Notice of Intent process.
• wpafortn3.doc•rev. 11/16/09 Page 5 of 8
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• Massachusetts Department of Environmental Protection P�o��dea nY nna55oEa: - ',
. BUf82U Of R@SOUfC2 P�Ot2CtlOn - W2tI8f1(�S . MaSSDEP File Number t
� � WPA FOrm 3 — Notice of Intent � -
Massachusetts Wetlands Protection Act M.G.L. c. 131, §4O DocumentTransactionNumber;
� Salem � �
• city/Town
C. Other Applicable Standards and Requirements (cont'd)
�
• s.❑ Separate MESA review completed.
Include copy of NHESP"no Take"determination or valid Conservation & Management
� Permit with approved plan. ,
� 2. For coastal projects only, is any portion of the proposed project located below the mean high water
• line or in a fish run?
• a. ❑ Not applicable-project is in inland resource area only
� b. ❑ Yes ❑ No If yes, include proof of mailing or hand delivery of NOI to either:
� South Shore-Cohasset to Rhode North Shore- Hull to New Hampshire:
. Island,and the Cape&Islands:
+ Division of Marine Fisheries- Division of Marine Fisheries-
Southeast Marine Fisheries Station North Shore Office
� Attn: Environmental Reviewer Attn: Environmental Reviewer
• 1213 Purchase Street-3rd Floor 30 Emerson Avenue
New Bedford, MA 02740-6694 Gloucester, MA 01930
� i
• Also if yes, the project may require a Chapter 91 license. For coastal towns in the Northeast Region, '
please contact MassDEP's Boston Office. For coastal towns in the Southeast Region, please contact
� MassDEP's Southeast Regional Office. I
: 3. Is any portion of the proposed project within an Area of Critical Environmental Concern (ACEC)?
� omine users: a. ❑ Yes � No If yes, provide name of ACEC (see instructions to WPA Form 3 or MassDEP
Include your Website for ACEC locations). Note: electronic filers click on Website.
• document �i
transaction b.ACEC
• number
(provided on 4. Is any portion of the proposed project within an area designated as an Outstanding Resource Water
• your receipt (ORW)as designated in the Massachusetts Surface Water Quality Standards, 314 CMR 4.00?
page)with all
• supplementary a. ❑ Yes � NO
infortnation you
• submd to the 5. Is any portion of the site subject to a Wetlands Restriction Order under the Inland Wetlands
oepanmenc Restriction Act(M.G.L. c. 131, §40A) or the Coastal Wetlands Restriction Act(M.G.L. c. 130, § 105)?
: a. ❑ Yes � No
• 6. Is this project subject to provisions of the MassDEP Stormwater Management Standards?
. a. ❑ Yes. Attach a copy of the Stormwater Report as required by the Stormwater Management
. Standards per 310 CMR 10.05(6)(k)-(q)and check if:
i.❑ Applying for Low Impact Development(LID) site design credits (as described in
. Stormwater Management Handbook Vol. 2, Chapter 3)
. 2.❑ A portion of the site constitutes redevelopment
� s. ❑ Proprietary BMPs are included in the Stormwater Management System.
: b. � No. Check why the project is exempt:
� �. � Single-family house
: wpaform3.doc•rev. 11/16/09 Page 6 of 8
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• Massachusetts Department of Environmental Protection P�o��aea eY nna55oea: -� � :
� � Bureau of Resource Protection - Wetlands MassDEP File Number
� WPA Form 3 - Notice of Intent '
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 � Document7ransactionNumberi
� Salem �
• Citylfown
C. Other Applicable Standards and Requirements (cont'd)
�
� 2. ❑ Emergency road repair
• s. ❑ Small Residential Subdivision (less than or equal to 4 single-family houses or less than or
• equal to 4 units in multi-family housing project)with no discharge to Critical Areas
D. Additional Information
r
,• Appiicants must include the following with this Notice of Intent(NOI). See instructions for details.
• Online Users: Attach the document transaction number(provided on your receipt page) for any of the
• following information you submit to the Department.
• �. � USGS or other map of the area (along with a narrative description, if necessary) containing
su�cient information for the Conservation Commission and the Department to locate the site.
;• (Electronic filers may omit this item.)
� 2. � Plans identifying the location of proposed activities (including activities proposed to serve as a
+ Bordering Vegetated Wetland [BVW] replication area or other mitigating measure) relative to
� the boundaries of each affected resource area.
� s. ❑ Identify the method for BVW and other resource area boundary delineations (MassDEP BVW
• Field Data Form(s), Determination of Applicability, Order of Resource Area Delineation, etc.),
and attach documentation of the methodology.
: a. � List the titles and dates for all plans and other materials submitted with this NOI.
• Proposed Site Plan at 14R Pearl Street a k a Lot C1 Saunders St in Salem MA 01970
a. Plan Trtle
• Thomas Mannetta Inc. Vern Leblanc
• b.Prepared By c.Signed and Stamped by
8/23I10 1"=20'
� d. Final Revision Date e.Scale
• f.Addihonal Plan or pocument Title g.Date
• 5. ❑ If there is more than one property owner, please attach a list of these property owners not
• listed on this form.
• s. ❑ Attach proof of mailing for Natural Heritage and Endangered Species Program, if needed.
• �. ❑ Attach proof of mailing for Massachusetts Division of Marine Fisheries, if needed.
� a. � Attach NOI Wetland Fee Transmittal Form
. s. ❑ Attach Stormwater Report, if needed.
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: wpafortn3.doc•rev. 11/16/09 Page 7 of 8
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• Rug 24 2010 4: 22PM THOMRS MRNfVETTR, INC. 978-887-3577 p. l
• I
� Massachusetts Department of Environmental Protection �'n�1i�s9�('��,^
� Bureau of Resource Protection - Wetlands ` 'y '� �`��c
� ' t� F1i�al�anbee
�, � WPA FOrm 3 — Notice of Intent a`: � '''° Y'< ' �ry
�, �Y;c�rn ;, �N�
• Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 ���m
• c�ry/Town
E. Fees
• �. ❑ Fee Exempt: No filing fee shall be assessed for projects of any city, town, county,or disfict of
� the Commonwealth, federally recognized Indian Vibe housing auihority, municipal housing
• authority, or the Massachusetts eay Transportation Authority.
• Applicants must submit Fhe foliowing Informadon (in atltlition to pages'I and 2 of the NOI WeUand Fee
Transmitfal Fo�m)to wnfirm fee payment:
'� /7_ O u Z ZO�
• 2.Mumppai Check Number 3_Che te
• IZ07 __ Z ZO l 6
4. State Che Nuy��r 5.Check Uat
� ��y �e++cfso.� /��e,�� Li. Zoq • �.LL c
6. Payor name on cF�ack:First Name 7. Pa}ror name on chedc: Last ame
� F. Signatures and Submittal Requirements
� I hereby certify under the penalties of perjury [hat the foregoing Notice of Intent and accompanying plans,
+ documents, and supporfing data are true and complete to the best of my knowledge. 1 understand that
the Conservation Commission will place notification of this Notice in a loql newspaperat the expense of
+ the applicant in accordance with the wetlands regulations, 310 CMR 10.05(5)(a).
� I further certify under penalties of peryury that all abutters were notified of this applicadon, pursuent to the
• requirements of M.G.L.c. 131, §40. Notice must be made by Certificate of Mailing or in writing by hand
delivery or certifietl mail( tum receipt requested) to all abuthers within 100 feet of the property line of the
', • project location.
I • ' Av(� 2`li ZolO
I • 1. 59 at �W lic V� 2. Date •
• - � ,� - z`F � �D
3. natur ner(if ' 4.Da
• 5. Signat r tative i a y) 8,Da v z� � r U
•
• For Conserva6on Commission:
� Two copies of tt�e completed Notice of Intent(Form 3), inGuding supporting plans and documents, two
• copies of the NOI Wetland Fee Transmittal Fwm, and the city/town fee payment,to the Conservation
Gommissiort by certitfied mai! or hand delivery.
• For MassDEP:
• One copy of the completed Nodce of Intent(Forrn 3), including supporting plans and documents, one
copy of the NOI Wetlantl Fee Transmittal Form, and a copy of the stata fee payment to the MassDEP
• Regional Office(see Instructions)by certified mail or hand delivery.
Other:
� If the applicant has checked the"yes" box in any part of Section C, Item 3, above, refer to that section
. and the InstrucHons For additional submittal requirements.
• The original and copies must be sent simultaneously. Failure hy the applicant to send Copies in a
• timely manner may result in dismissal of the Notice of Intent. �
�
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: wpaform3.doc• rev.11/16/09 Page 8 of 6
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� AFFIDAVIT OF SERVICE
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• Under the Massachusetts Wetland Protection Act
• And
City of Salem Wetlands Protection Bylaw
�
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` I Thomas C. Mannetta, Jr, hereby certify under ttte pains and penalties of perjury
� that on 8/26/2010, I gave notification to abutters in compliance with the second
� pazagraph of Massachusetts General Laws, Chapter 131, Section 40, and the"DEP Guide
• to Abutter Notification" Dated Apri18, 1994,
� with the following matter:
+
+ A Notice of Intent under the Massachusetts Wetlands Protection Act for
� Riverside Realty Trust, Julianna Tache Trustee with the Salem Conservation Commission
� on 8/26/10 for property located at 14R Pearl St. a.k.a Lot Cl Saunders St.,
� Assessor's Map 36, Parce159
+ The form of the notification, and a list of the abutters to whom it was given, and
� Their addresses are attached to this Affidavit of Service.
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+ 8/26/10
• Signah�y Date
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� CITY OF SALEM ',
� ASSESSOR'S CERTIFICATION OF ABUTTERS AND �,
� PROPERTY OWNERS I
� ����=.a����
+ BOARD/CONIMISSION: Conservation Commission JUL �� �ol�
�
• PROJECT SITE: 14R Pearl Street(36-0509-0 p��,pF R�pNNIN�&
� DATE: 7/Z1I2OlO � COMrauNlrr��V�LOPM�NT
�
• DESCRIPTION OF REOIJIREMENT: All abutters and any property owner
• within 100 feet of the property line of the laud where the activity is proposed
• including if land is separated by a public or private street or a body of water and
not unreasonably distant from the project site.
�
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� This is to certify that the time of the last assessment far taxation made by.the City of
� Salem,the names and addresses of those listed on the attached sheets are"abutters and
+ property owners" (as defined by Wetlands Protection Act 310 CMR 10.05(4)(a))to the
• parcel(s) of land listed above as the project site.
+ Assessor's Signature: Date: ���,�����n
�
� Number of initialed pages attached: _�
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• Once Certified,Return to:
` Frank Taormina, Deparhnent of Planning and Community Development
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Property ��iewer
� elmrae o�tlreCiry�o .Salem �� assa uiset(s
w.,
. New Property Search Property Record Card �NELP �
� �---..... Propenvl0 36 0509 0
• 332 feet ' � ���� ' AtlEress 14R PERRL STREET
�� �^� � Owner RIVERSIDE REALTV TRUST
q4 / `
• / ' ���.� . �i ��
• f Rr� . I Q., . �� PropertylD36_W&9_0
� O . s�`� � Atldress 10 CRO55 STREET
I • �./f� � J� �^THRops^4 Owner TURNERRICHARDH
� i
/ `...`�.. .. / Property ID 36_0085_0
I • � � `J � ��� /-�` �. J Atltlress 5 CRO55 STREET COURT
��� . � B � Owner ROORIQUES GREGORV
� jiy// �� ��'�. � f� � �'�`t Property ID�0086 0
� /!� ` {� ; �{�V I � � % qtldress 7 CROSS STREET COURT
`��..,J�"'-�.gaRON Owner LITfLEKEVIN�P
• ��� l�� . t� � s�`���y� PropertY ID�0088_0
• � 1 / . 7 � y 4 � y Atltlress 8 CROSS STREET COURT
Y �uNOEqssr �/ � ' 8 Owrrer MERRILLCATHERINE
• r✓/ . -.'. .: r``�, . . � Property ID�0093 0 .
� �. � �F4q T� � ( Atltlress 10 PEARL STREET
� `I� . �.\ f� � .... � . � . . : . , '
"e� .o- � / � � ti r.
/ � % �`-ey� Search UseAdtllRemove �'Add pbutter
� • � ��� wr\ e ��\. ed�� +� ` � Distance �� p Parcelsloalto �- Parcels�
� Remove�-Tar t Pamels
� �.
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Mailing W6els � ' Expo�t
� Y Q �. :.. .: �= Ey" ❑+ � w 0 'o o � �m r4- J Scalel"= � ft
• Salem Ctty Hall 93 NFashirgton SUeet,Salem,MA 01970 -
PM1one:W8-]45A595
Ciry Hall Hours of Ope�atlon:Monaay,TuesEay&Wetlnestlay 8AM-dPM Thurstlay 8AM-1PM irftlay BAM-12PM
� SM Eeslp�retl by AOP�e¢
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• SITE: 36 0509 0
14R PEARL STREET
� RNERSmE REALTY TRUST
36 0093 0
� SHEAWILLIAMJ
30 ECHO AVENUE
� BEVERLY,MA01915
• 36 0088 0
MERRILL CATHERIIVE
• 8 CROSS ST COURT ',,
SALEM,MA 01970
. 36 0086 0 36 0094 0 ��I
• LITTLE KEVIN P BR]CKNER DAVID M
7 CROSS ST CT l2 PEARL ST .
• SALEM,MA 01970 SALEM,MA 01970
� 36 0089 0 36 0507 801
TURNER RICHARD H NAKHOUL HANNA A
• 30 CRESCENT AVENUE 14 PEARL ST
BEVERLY,MA 01915 SALEM,MA 01970
• 3600850 �
• RODRIQUES GREGORY
5 CROSS STREET COURT
• SALEM,MA 01970
• 36 0078 0
BYRNE LESUE A
• 16 SAUNDERS ST �
• SALEM,MA 01970
• 36 0079 0
MCKINNON THOMAS J 1R
� 14SAUNDERSST .
SALEM,MA 01970
. 36 0077 0
• CHILTON ROBEAT
P O BOX 4446
• SALEM,MA 01970
• 3600800
CALEMESE VALERIE M
• 12 SAUNDERS STREET
SALEM,MA 01970
• 36 0092 0
• KULAKTHOMASI
8 PEARL ST
• SALEM,MA 01970
. 36 0508 0
COMMONWEALTH OF
• MASSACHUSETTS
]0 PAAK PLAZA-RM 6160
� BOSTON,MA 02116
• 36 0507 802
BRON'N PHYLLIS BREWEA
. 16 PEARL ST UNIT 16
SALEM,MA 01970
� 36 0509 0
• RNERSIDE REALTY TRUST
208 DERBY STREET
• SALEM,MA 01970
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� CITY OF SALEM CONSERVATION COMMISSION
�
• NOTICE OF PUBLIC HEARING
NOTIFICATION TO ABUTTERS
� Under the Massachusetts Wetlands Protection Act
� &the CiTy of Salem WeUands Protection Ordinance
�
. A Public Hearing will be held at Salem City Hall Annex, 120 Washington St, 3rd fl., Salem, MA at 6pm
• on: Seotember 9.2010
�
� To consider a Notice of Intent for:
Riverside Realri Trust Julianna Tache Trustee
�
: For the property located at 14R Pearl Street a.k.a. Lot C 1 Saunders Street
: For construction of a sinele familv dwellin�and associated grading and utilities paRiallv within the
• 200' Riverfront zone.
�
+ This is a public hearing under the requirements of G.L. Ch 131 Section 40, as amended, and the Salem
� WeUands Protection Ordinance and Regulations. Plans aze available at the City of Depardnent of
Planning and Community Development, City Hall Annex, 120 Washington Street, 3`d floor, Salem, MA
� from 8am-4pm Mondays thru Wednesdays, 8am-7pm on Thursdays, and 8am-12pm(noon) on
• Fridays. For more information please contact the City of Salem Conservation Agent at 978-619-5685.
�
Note: Notice of the public hearing,inctuding its date,time and place,will be published at least a week prior to
� the meeting date in The Salem News.
�• Note: Notice of the public hearing, including its date,time,place,will be posted on the Public Meetings Bulletin
Board in Salem Ciry Hall,93 Washington Street, Salem,Mass not less than 48-hours in advance.
�
. Note: Please submit written comments to the Salem Conservation Commission, City Hall Annex, 120
Washington Street, Salem, MA 01970 by the public hearing date. Comments can also be emailed. Please
• contact the Conservation Agent at 978-619-5685 to confirm email address.
• Note: You also may contact the nearest Departrnent of Environmental Protection (DEP) Regional Office for
• more information about this application or regazding the Massachusetts Wetlands Protection Act.
• To contact DEP call:
�
• Central Region: (508) 792-7650 Q. Northeast Region: (978)694-3200
Southeast Region: (508)946-2714 Westem Region: (413) 784-1100
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� ALTERNATIVES ANALYSIS �
�
� OVERVIEW:
�
� The applicant Jeff Holloran, proposes to construct a residential single family dwelling
• with associated grading and utilities. A small portion of the proposed dwelling and '
associated grading fa11s within the 200' Riverfront of the North River. The project meets
� the performance standards for work within the Riverfront on lots created after August 1,
� 1996.
�
� EXISTING CONDITIONS:
• The proposed property consists of 15,399s.f. The site was part of the former Sa1em Shoe II
Factory on 8 Peazl Street and a Release Abatement Measure (RAM) status report has �
� been has been submitted to the Massachusetts Department of Environmental Protection
� for the portion of the parcel now known as 14R Peazl Street. This pazcel is also a portion
• of what remains after a taking by the Commonwealth of Massachusetts for the Bridge
• Street Bypass. Currently the parcel is a stripped lot of land which contains several piles
• of fill and very little if any vegetation.
� The project lies on the east side of the North River sepazated by the rail road tracks and
• the new Bridge Street Bypass.
� '
� PROJECT DESCRIPTION:
eThe proposed project consists of the construction of a single family dwelling with all
associated grading and utilities. The construction of the 8'x24'deck with stairs and
� approximately 30s.f. of the proposed dwelling with be constructed in the 200'Riverfront.
• The remainder of the activity within the 200' Riverfront is grading and re-vegetation.
�
� DELINEATION OF RIVERFRONT AREA:
�
• The edge of the Riverfront was determined via the estimated Mean Annual High Water,
. which was determined by slope, vegetation, soils, stain lines, and/or bank materials.
�
• RIVERFRONT RESOURCE AREA IMPACTS:
� This pazcel contains 15,399s.f. of area. There is 3,702s.f. of Riverfront of which the
� proposed property will impact approximately 2,904s.£, which is less than SOOOs.f. or
• 10%which ever is greater. The impacts to the Riverfront include the construction of
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• approximately 30s.f. of a single family dwelling, construction of an 8'x24' deck with
• associated stairs and grading activities.
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� GENERAL PERFORMANCE STANDARDS: I
I � The site must meet four separate conditions; Protection of Other Resource Areas,
I � Protection of Rare Species, Practicable and Substantially Equivalent Economic
� Alternatives, No Significant Adverse Impact.
I ; Protection of Other Resource Areas: The project does not fa11 within any other
jurisdictional areas of the Wetlands Protection Act.
I . Protection of Rare Species: The project is not located with Estimated or Priority Habitat
. for raze or endangered species.
� Substantially Equivalent Economic Alternatives: A lazge portion of this property was
� taken by the Commonwealth of Massachusetts for the construction of the Bridge Street
• Bypass. The subject property is one of two parcels remaining from that taking. The
subject property is the only pazcel which has any jurisdictional azeas pertaining to the
� Wetlands Protection Act;therefore the impacts on the Riverfront from the subject pazcel
� aze the only potential impacts for the remaining land.
, � Due to the current zomng restrictions and decision for this property relocation of the
proposed dwelling is not possible. The setback requirements aze limiting the placement
� of the proposed dwelling. The proposed dwelling has been located on the widest portion
• of the parcel. The azea of the Riverfront on the subject side runs pazallel more or less
i • with the westerly lot line; therefore relocated the proposed structure will require
additional disturbance in the Riverfront azea.
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• The Bridge Street Bypass and the rail road tracks sepazate the subject pazcel from the
• North River. The total impact within the Riverfront is approximately 2,904s.f. of which
approximately 30s.f. aze for the construction of a single family dwelling. The remainder
� of the disturbance consists of the construction of an exterior deck and lot grading and re-
� vegetation. This pazcel currently exists as a lot of land devoid of vegetation with piles of
A fill material.
� No Significant Adverse Impact: 310 CMR 10.58(4)(d) states that the issuing authority
� "may a11ow the alteration of up to 5000 square feet or 10%of the Riverfront azea with the
a lot, whichever is greater". The applicant must meet several criteria to achieve the
. standazd. The standards aze as follows.
� The applicant must comply with the Department of Environmental Protection Stormwater
� Management requirements. This policy does not apply to work associated with a single
• family dwelling.
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! No impacts to groundwater or surface water quality,through the use of erosion and
• sedimentation controls. Entrenched siltation fence will be installed along the western
property line of the subject pazcel. The siltation fence will act as a limit of work. The
� closest point of activity will be 175' from the North River, which is sepazated by the
• Bridge Street Bypass and the rail road tracks. '
� The applicant must maintain a minimum of 100 feet of undisturbed vegetation, if the first
� 100' of the Riverfront does not contain undisturbed vegetation,then the existing
� vegetation must be preserved or extended. The subject property is distanced from the
• North River by the rail road track and the Bridge Street Bypass. No substantial
• vegetation exists within 100'of the river. This proposed project will not disturb anything
closer than 175' from the edge of the North River.
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• The applicant must not impact the ability of the Riverfront to provide important wildlife
• habitat functions. No important habitat features were observed within the outer 100' of
the Riverfront in the azea in which the project is proposed.
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. In conclusion we feel that this project will have no adverse impact to the Riverfront area
, and that the performance standazds within the Department of Environmental Protection
Wetlands Protection Act have been met.
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` Massachusetts Department of Environmental Protection
Bureau of Resource Protection - Wetlands
� � NOI Wetland Fee Transmittal Form
� \ Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
�
� ,mPo��t: A. Applicant Information
• When flling out
fortns on the 1. AppliCant:
• computer, use
only the tab key Jeff
• to move your HOIlof8rl
cursor-do not a.First Name b. Last Name
• use the return
key. c.Organization
� � 41 Fairmount Street
� � d.Mailmg Address
� � Salem MA 01970
� e.Ciry(fown f.State g.Zip Code
• 978-902-2544
h.Phone Number i.Fax Number j.Email Address
: 2. Property Owner(if different): I
• Julianna Tache
a. Firet Name b. Last Name
• Riverside Realty Trust
c.Organ¢ahon
� 208 Derby Street
• d. Mailing Address
Salem MA 01970
• e.City/Town f.State g.2ip Code
+ 978-745-2004 978-745-0450
• h. Phone Number i.Fax Number j. Email Address
• 3. Project Location:
• 14R Pearl St. a.k.a Lot C1 Saunders St. Salem
a.Street Address b.Ciry/Town
• ro ca�cu�ate g, Fees
filing fees, refer
to the category
fee iist and The fee should be calculated using the following six-step process and worksheet. Please see
iexamples in the Instructions before filling out worksheet.
instructions for
filling out WPA
Form 3(Notice of Step 1/Type of Activity: Describe each type of activity that will occur in wetland resource area and
• Intent). buffer Zone.
� Step 2/Number of Activities: Identify the number of each type of activity.
� Step 3/Individual Activity Fee: Identify each activity fee from the six project categories listed in the
� instructions.
� Step 4/Subtotal Activity Fee: Multiply the number of activities(identified in Step 2)times the fee per
. category(identified in Step 3)to reach a subtotal fee amount. Note: If any of these activities are in a
Riverfront Area in addition to another Resource Area or the Buffer Zone, the fee per activity should be
� multiplied by 1.5 and then added to the subtotal amount.
: Step 51Total Project Fee: Determine the total project fee by adding the subtotal amounts from Step 4.
• Step 6/Fee Payments: To calculate the state share of the fee, divide the total fee in half and subtract
• $12.50. To calculate the city/town share of the fee, divide the total fee in half and add $12.50.
�
• Wpaform3.doc•Wetlantl FeaTransmittal Form•ray.1/21/OB Page 1 of 2
•
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• Massachusetts Department of Environmental Protection
• � Bureau of Resource Protection - Wetlands
' NOI Wetland Fee Transmittal Form
� Massachusetts Wetlands �rotection Act M.G.L. c. 131, §40
' �
' � B. Fees (continued)
� Step 1/Type of Activity Step 2/Number Step Step 4/Subtotal Activity
• of Activities 3/lndividual Fee
• Activity Fee
• category 2a Construction SFH 1 $500 $500
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' . Step 5lTotal Project Fee: $500.00
� Step 6/Fee Payments:
• Total Project Fee: $500.00
• a.Total Fee from Step 5
• State share of filing Fee: $237.50
b. 7/2 Total Fee less$12.50
� City/Town share of filling Fee: $262.50
• c. 1/2 Total Fee plus$12 50
C. Submittal Requirements
�
• a.) Complete pages 1 and 2 and send with a check or money order for the state share of the fee, payable to
the Commonwealth of Massachusetts.
• Department of Environmental Protection
• Box 4062
• Boston, MA 02211
b.) To the Conservation Commission: Send the Notice of Intent or Abbreviated Notice of Intent; a copy of
� this form; and the city/town fee payment.
� To MassDEP Regional Office(see Instructions): Send a copy of the Notice of Intent or Abbreviated Notice of
` Intent; a copy of this form;and a copy of the state fee payment. (E-filers of Notices of Intent may submit these
• electronically.)
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• Wpaform3.tloc•Wetlantl Fee Transmittal Fortn•rev.?/21/08
PeBa 2 of 2
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