WINTER ISLAND PARK - CONSERVATION COMMISSION _-t
DOA - Winter Island Park
_ L Fuel Tanks —i
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Conservation Commission 5
Salem. Massachusetts 01970
HASS�N
City of Salem
Conservation Commission
Will hold a public hearing for a Determination of Applicability under the Wetlands Protection
Act, Massachusetts General Laws, Chapter 131, Section 40, at the request of the City of Salem.
The purpose of the hearing is to discuss the proposed removal of several underground fuel tanks,
Winter Island Park. This hearing will be held on Thursday,November 12, 1998 at 7:00 p.m.
in the second floor conference room at One Salem Green.
Mark George
Chairman
November 4, 1998
Please send bill to:
Peter Strout
Director of Public Properties
City of Salem
One Salem Green
Salem, MA 01970
310 CMR 10. 99 DEP Fite No.
(To be provided by DEP)
Form 2
City/Torn Salem
Apptic t Citv of Salem
Cosmmoaweal th
of Massachusetts Date Req¢ t Filed
Determination of Applicability
Massachusetts Wetlands Protection Act, G.L. c . 131, 540
From Salem Conservation Commission - Issuing Authority
To Peter Strout, Director of Public Properties City of Salem
(Name of Person making request) (Name of property owner)
Address One Salem Green Salem, MA Address Same
01970
This determination is issued and delivered as follows :
41 by hand delivery to person making request on 12/15/98 (date)
❑ by certified mail, return receipt requested on (date)
Pursuant to the authority of G.L. c.131, §40., the Commission
has considered your request for a Determination of Applicability 'and its sup-
porting documentation, and has made the following determination (check whichever
is applicable) :
Location: Street Address Winter Island Park
Lot Number: Man 43 Lot 7
This Determination is positive.
1. ® The area described below, which includes all/part of.the - ea described
in your request, is an Area Subject to Protection- Under the Act.
Therefore, any removing, filing, dredging or altering ;of that area
requires the filing of a Notice of Intent.
2 . ❑ The work described below, which includes all/part of the work described
in your request, is within an Area Subject to Protection Under the Act and
will remove, fill, dredge or alter that area. Therefore, said work
requires the filing of a Notice of Intent.
2-1
Effective 11/10/89
3 . ❑ The work described below, which includes all/part of the work described
in your request, is within the Buffer Zone as defined in the regulations.
and will alter an Area Subject cc Protection Under the Act. Therefore,
said work requires the filing of a Notice of Intent.
This Determination is negative:
1. ❑ The area described in your request is not an Area Subject to Protection
Under the Act. -
2. ❑ The work described in your request is within an Area Subject to Protectiot, -
Under the Act, but will not remove, fill, dredge, or alter that areL.
Therefore, said work does not require the filing of a Notice of Intent.
3 . ❑ The work described in your request is within the Buffer Zone, as defined
in the regulations, but will not alter an Area Subject to Protection Under
the Act. Therefore, said work does not require the filing of a Notice of
Intent.
4 . ❑ The area described in your request is Subject to Protection Under the Act,
but since the work described therein meets the requirements for the
following exemption, as specified in the Act and the regulations, no
Notice of Intent is required:
Issued by Salem Conservation Commission
Signat - (s)
l77- 7
Thisc-ete=ination must b signed by a majority of the Conservation Commission.
On this . 10th day of December 19 98 before me!
personally appeared the above mentioned to me known to be the
person described in, and who executed, the foregoing instrument, and
acknowledged that he/she xec t d the same as his/her free act and deed.
r / STEPHEN DIBBLE
Notary Publir
Notary ,Pt:biic MYN6 r�@+BiresTu$�12'200'
This Determination does not relieve the applicant from emptying with all other applicable federal, state or
.local statutes, ordinances, by-laws or regulations. This Determination shall be valid for three years from the
date of issuance.
The applicant, the owner, any person aggrieved by this Determination, any owner of land abutting the land upon
which the proposed work is to be done, or any ten residents of the city or town in which such land is located,
are hereby notified of their right to request the Department of Environmental Protection to issue a superseding
Determination of Applicability, providing the request is made by certified mail or hand delivery to the
Department, with the appropriate filing fee and fee Transmittal form as provided in 310 CMR 10.03(7) within ten
days from the date of issuance of this Determination. A copy of the request shall at the same time be sent by
certified mail or hand delivery to the Conservation Commission and the applicant.
2-2A
COMMONWEALTH OF MASSACHUSETTS
EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS
DEPARTMENT OF ENVIRONMENTAL PROTECTION
TROPOLCIAN BOSTON-NORTHEAST REGIONAL OFFICE
t,
u
i ARGEO PAUL CELLUCCI .r, � ROBERT A. DURAND
Governor L `. -
Secretary
JANE SFT Lieutenanc Governor ` " (' - DAVID B. STRUHS
Commissioner
is DEP File # �2 7 /
RE : NQ.T_TFTrATT^rL DF WMViPS mma.77 ECTION ACT FILE NUA'-;=R Salem
DATE : �YY��lIiill�� (city/town)
The Department of Environmental Protection has recei-:=_d a Notice of Intent filed
in accordance with the We-iands Protection Act (M.G.--. c . 131, §40) :
Applicant : Town of Salem Owner:
Address :_1 Salem Green Address :
Salem, MA 01970
Project Location: Winter Island
IF CHECKED, THE FOLLOWING. ITEM(S) APPLY TO TRIS NOTICE OF INTENT:
A." This project has been assigned the following file
Although a file # is being,,,issued„please_ note..the fz)llowing:
ISSUANCE OF' A FILE NUMBER =INDICATES 'ONLY COMPLETZNESS OF_SUBMITTAL;- NOT
APPROVAL
' -OF .APPLICATION - - . ..
B .(XX) No File # will be assigned to this project until the followingmissing
information is sent to this office, to meet the mini-:um submittal requirements
in accordance with the Wetlands Protection Regulaticns at 310 CMR 10 . 00 :
1 . ( ) copy (s) of a completed Notice of Intent (Form 3 or Form 4 of Sect .
10 . 99, whichever is applicable) and a copy- of the Fee Transmittal
Form, with a copy of the check for the St—e' s share of the Notice of
Intent filing fee .
2 . ( ) _ copy (s) of plans, calculations, and other documentation necessary
to completely describe the proposed work and mitigating measures to
protect resource areas .
3 . (X) 1 copy(s) of an 834" X 11" section of the USGS map of the area.
4 . ( ) _ copy(s) of pians showing compliance with Title 5 of the State
Environmental Code, 310 CMR 15 . 00 .
5 . ( ) Proof that a co:y of your Notice of Intent has been mailed or hand
delivered to the Natural, Heritage and Endangered Species Program.
-COMMENTS : Plan '-should show existinal grades If work fs in Buffer Zonej must
p ace erosion-cont-rol- -barrier- between work and resource area If -any tanks -ate"
found to be lea'kina;"must- contact-DEP -NERO' s Bureau of Waste Site Cleanup
(see,gage. 2. for additional information)
205a Lowell St• Wilmington,Massachusetts 01887• FAX (978) 661-7615 Telephone (978) 661-7600 TDD#(978)661.7679
C. Other Regulatory Jurisdiction
1 . ( ) Application has been forwarded to Waterways Regulatory Program to
determine if a Chapter 91 License i= required.
2 . ( ) Applicant is advised to forward a c=y of the Notice of Intent to the
Corps of Engineers for review (call 1-800-362-4367 for information)
D. ) 401 Water Quality Certification
The project described in your Notice of :intent requires a 401 Water
Quality Certification from the Department :)f =nvironmental Protec_ion and may
require submittal of a 401 application fors. See below for furtr_r details :
1 . ( ) Based upon the information submitter in and with your Notice of
Intent a separate 401 Water Quality (Certification application form is
not required. The Department of En-:-_ronmental Protection has
reviewed the plans submitted by the applicant and finds that there is
reasonable assurance that the pr3jec- or activity will �ze conducted
in a manner that will not violate t=_e Massachusetts Surface Water
Quality Standards, provided that :
a) the applicant receives and =om_.=ies with a Final C=der of
Conditions from the local consa�_—vation commission =r the
Department;
b) the Order of Conditions does rc i cause the loss of more than
5 , 000 sq. ft . of bordering -reg..=cated wetlands and land under
water and/or the dredging of mc__e than 100 cubic yards of land
under water;
c) any loss of vegetated wetlands .nas been mitigated with a minimum
replication of 1 : 1 ; and
d) the project is not exempt -from -he M.G. L. c . 131, §=0 - the
Wetlands Protection Act ; is not part of a subdivis_on; does not
cause the loss of any wetla_-ads designated as Outstanding
Resource Waters; and does r_at cause the loss of any salt marsh .
Therefore, provided that the abc'.-e conditions are satisfied, the
Final Order of Conditions will s_rve as the Water Quali_y
Certification for this project . Th_-s does not relieve -he applicant
of the duty to comply with any c=he- statutes or regula=ions .
2 . ( ) Before the activity described in the Notice of Intent can commence,
you must obtain a Water Quality =ert-_fication from this Regional
- Office . Please complete the enc'osc—d 401 Water Quality Certification
application form and file it with this Regional Office for review.
3 . ( ) Your project involves dredging of gr_ater than 100 cubit yards of
material or requires a permit frDm __ne Federal Energy,Regulatory
Commission for work in "waters cf t - Commonwealth. " T—erefore, your
proposed project is subject to 3_4 CMR 9 . 00 and requires a Water
Quality Certification. Please compl ate the enclosed 401 Water
Quality Certification application fc= and file it with the
Department of Environmental Protect ion, Waterways Program, One Winter
Street, Boston, MA 02108. Conta_t t_ne Division of Waterways Program
at 617-292-5655 if you have any dues=ions .
For more information please contact :Derek =tan wish
at (617) 932-7600 .
cc : Conservation Commission ( ) J. S . Army Corps of Engineers
( ) Owner ( ) =oas=a1 Zone Management
( ) DEP - Water Pollution Control (X) Repr2esentative :Beta Encineerina
( ) DEP - Waterways - 42Q Providence Highway Suite 117
( ) Other : lvor t_-)od, MA 02062
2
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FEB, 25, 1999 11 :44AM N9, 7755 P. 1 -
BETA Engineering, Inc.
Engineers • scientists-- Planners
February 25, 1999
Mr. Peter K Strout, Building Inspector
Department of Public Properties
City of Salem
One Salem Green
Salem, MA 01970
SAX: 978-740.9846
RL UST Removals
Winter Island
Salem, Massachusetts
Dear Peter:
As of Friday, 19 February 1999, all underground storage tanks (USTs)that were known to
exist on Winter Island have been removed. A total of 16 USTs were located,pumped,
cleaned,removed and transported to a Massachusetts licensed tank yard, All work was
conducted pursuant to 527 CMR 9.00(Fire Prevention Regulations)and 310 CMR 40.0000
(Massachusetts Contingency Plan). Please call me if you have any questions,
Very truly yours,
BETA Engineering,Inc.
ae! F Geisser, PE, RLS, ISP
Senior Project Manager
e Blackstone valley Place Lincoln,RI 02885 401.3332382 taxi 401.333.9225 email:BETA 0 eETA-eng.com
1420 Providence Highway(RIO.1) Norwood, MA02062 781255.1992 fax.781255.1974 email:BETA@BETA-eng.com
FEB, 24. 1999 1 : 48PM N0, 7713 P, l
EMBETA Engineering, Inc
r .
Engineers • Scientists • Planners
February 24, 1999
Mr. Peter K. Strout, Building Inspector
Department of Public Properties
City of Salem
One Salem Green
Salem, MA 01970
By FAX: 978-74Q-9846
RE: UST Removals
Winter Island
Salem, Massachusetts
Dear Peter:
As of Friday, 19 February 1999, all underground storage tanks(USTs) that were known to
exist on Winter Island have been removed. A total of 15 USTs were located,pumped,
cleaned, removed and transported to a Massachusetts licensed tank yard. All work was
conducted pursuant to 527 CMR 9.00 (Fire Prevention Regulations)and 310 CMR 40.0000
(Massachusetts Contingency Plan). Please tail me if you have any questions.
Very truly yours,
BETA Engineering,Inc.
Mich F. Geisser, PE, RLS, LSP
Senior Project Manager
1420 Providence Highway(Rte.t) Norwood,MA02062 781.255.1982 fax:781.255.1974 email:BETA*BETA-ang.com
6 Blackstone Valley Place Lincoln, RI 02905 40-33W382 fax: 401.333.9225 email:BETA®BETA-eng.com
a
COMMONWEALTH OF MASSACHUSETTS.
DEPARTMENT OF ENVIRONMENTALPROTECTION
WETLANDS PROTECTION ACT
H.G.L. C.131 540
310 CMR 10.00
CERTIFICATION OF EMERGENCY
LOCATION OF WORK: street: Winter Island
city/town: Salem, Mass.
1. The applicant hereby requests the Issuing Authority (Conservation
Commission or the Department of Environmental Protection) to certify the
following project as an emergency project: (describe work to be allowed, and
attach supplemental information if more space is needed) '
The removal of underground fuel tanks
- 2. The project is necessary for the protection of the health and safety of
the citizens of the commonwealth because:
The possibility of leaking may be happening at this time and there
is a state deadline to remove these tanks, ---
3. The agency (or subdivision thereof) of the commonwealth that has ordered
the project to be performed is:
Department of Fire Safety
4 . No work shall be allowed beyond that necessary to abate the emergency.
The date work shall be completed by:�psiL].$„ 7999 Not to exceed 30
days without written approval of the Commissioner of the Not
of
Environmental tectio (DEP) .
1/14/99
ig' ture f applicant) (date)
-----------------------------------------------------------------------------
On the basis of the above information, and after a site inspection, the
project described above (and in any supplemental information provided) is
determined to be a certified emergency pursuant to 310 CMR 10.06.
ISSUING AUTHORITY:
onseZvatlon Co alon. oZ D P)
BYt
D to Issued•/����
❑ (If box is checked, see attached conditions)
(Effective 8/14/92)
JAN, l6. 1999 3 611�� 1y0, 6!86 P. I/I
BETA Engineering, Inc.
Engineers • Scientists Planners
15 January 1999
Mr. Peter Strout,Building Inspector
City of Salem
One Salem Green
Salem,MA 01970
Re: Status Report
Removal of Five (5)Underground Storage Tanks(USTs)
Winter Island
Salem,MA
Dear Peter:
The five USTs subject to removal pursuant to our contract with you have been removed.
Contaminated soil around one end of the larger UST at the Administration Building has been
stockpiled awaiting disposal. We received a laboratory report today indicating that some soil
under the UST to the ENE of the hanger building will also need to be removed. I will schedule
this as soon as possible.
It appears that the USTs that we have excavated to date were at the end of or beyond their service
life. We strongly recommend that the remaining USTs be removed as soon as possible to reduce
the threat to the environment that they pose. It is likely that one or more of these remaining
USTs is leaking product into the subsurface.
If you have any questions, please call me at(401) 333-2382.
Very truly yours,
BETA ENGINEERING, INC.
Micbwc Geisser, PE, LSP
Senior Project Manager
6 Blackstone Valley Place Lincoln, RI 02865 401.333-2382 'ax:401.333.9225 email: BETA*BETA.eng.com
1420 Providence Highway(Rte.t) Norwood,MA 02062 781.255.1962 fax:781.255.1974 email:BETA®BETA-eng.corn
6278146A.doc
310 CMR 10 . 99 DEP Pile No.
(Ib be provided by DEP)
Form 1
City/Town c-�h �
Applicant G -may
l � / or ady'ELI
Common
of /daseachuseachuaetta
Request for a Determination of Applicability
Massachusetts Wetlands Protection Act, G.L. c. 131, §40
1. I, the undersigned, hereby request that the �71
conservation Commission make a determination as to whether the area,
described below, or work to be performed on said area, also described below,
is subject to the jurisdiction of the Wetlands Protection Act, G.L. c. 131,
§40.
2 . The area is described as follows. (Use maps or plans, if necessary, to
provide a description and the location of the area subject to this request. )
N I*Yz $s rJ }PA,-9-4<
Location: Street Address
Lot Number: 1-
3 . The work in said area is described below. (Use additional paper, if
necessary, to describe the proposed work. )
Effective 11/10/69
4 . The owners) of the area, if not the person makingthisrequest, has been
given written notification of this request on (date)
The name (s) and address (es) of the owner(s) :
SA M E
5. I have filed a complete copy of this request with the appropriate regional
office o t e Massachusetts Department of Environmental Protection
_ I/ I�IC3E (date)
�f DEP Northeast Regional Office DEP Southeast Regional Office
10 Commerce Way 20 Riverside Drive
Woburn, MA 01801 Route 105
Lakeville, MA 02347
DEP Central Regional Office DEP Western Regional Office.
75 Grove Street State House West, 4th Floor
Worcester, MA 01605 436 Dwight Street -
.Springfield, MA 01103
6 . I understand that notification of this request will be placed in a local
newspaper at my expensin accordance with Section 10.5 (3) (b) 1 of the
regulations by the Conse vation Commission and that I will be billed
accordingly.
L 7�
Signatur Name I C cV2 SN�O�
Address 7��L�' ��� -ice 5 Tel. -7 q5-1959s
X31
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1-2
rIFIM, BETA Engineering, Inc.
Engineers • Scientists • Planners
UNDERGROUND STORAGE TANK (UST)
STANDARD REMOVAL SEQUENCE
WINTER ISLAND
SALEM, MASSACHUSETTS
1. Secure proper Fire Department permit(s).
2. Open fill port of UST and pump majority of residual product into disposal truck.
3. Excavate material over UST (asphalt, soil, etc) to expose top of tank and determine its
exact location.
4. Install hay bales along the downgradient perimeter of the UST excavation area.
5. Disconnect all lines and open manhole (if one exists).
6. Purge explosive fumes from inside of UST
7. Notify Fire Department that removal is imminent.
8. Excavate around UST and lift it from the grave using pick-points on top of UST.
9. Clean inside of UST and dispose of waste sludge.
10. Place UST on flatbed truck and deliver to tank yard in Lynn.
11. Retrieve soil samples from perimeter and base of UST excavation.
12. Backfill UST excavation with clean compacted gravel fill.
If contaminated soil is apparent, the following sequence would follow item number 8
above:
1. Notify the MADEP and ask for permission to perform an Immediate Response Action
(IRA), if applicable. Other regulatory paths, such as Limited Removal Action (LRA),
etc. may be allowable.
2. Excavate as much soil as is practicable.
3. Retrieve soil samples from perimeter of UST excavation.
4. Partition excavation with caution tape and backfill with clean compacted gravel fill.
5. Stockpile soil on two layers of 6 mil polyethylene sheets in remote area on Site.
6. Retrieve soil samples from stockpile for disposal characterization.
7. Cover stockpile with one layer of 6 mil polyethylene sheeting and surround with hay
bales.
Notes:
- The soil stockpile will be on Site for approximately 3 weeks.
- Completed excavations will be covered with pea stone to minimize erosion.
12-98
6 Blackstone Valley Place Lincoln, RI 02865 401.3332382 fax:401.333.9225 email: BETA@BETA-eng.com
1420 Providence Highway(Rte.1) Norwood, MA 02062 781255.1982 fax:781255.1974 email: BETA@BETA-eng.com
q
Conservation Commissim
Salam. Massachusetts 01970
PUBLIC HEARING CONTINUANCE
Date
l hereby grant permission to the Conservation
(applicant/owner)
Commission to continue the public hearing on the w i tJTvyl- l 5 LAYjD TA-NK!S
(application)
Said public hearing shall be continued to 12,I I o1 9 n
(date)
*Applicant/o vner signature)
sd-condum1.mis6publ icae
1
1
1
1
' ® BETA ENGINEERING , INC.
Consulting Engineers & Planners
4pnnted on recycled paper
tUnderground Storage Tank
Closure Report
' For The Property Located at
Winter Island
Salem,MA
' February 1999
Prepared for:
' Mr. Peter IL Strout, Building Inspector
' City of Salem
Department of Public Properties
1 Salem Green
' Salem, MA 01970
' Submitted by:
' Consulting Engineers,Scientists&Planners
6 Blackstone Valley Place,Lincoln,RI 02865
' 1420 Providence Highway,Norwood,MA 02062
' BETA Engineering, Inc.
' Engineers • Scientists • Planners
February 1, 1999
' Mr. Peter K. Strout, Building Inspector
City of Salem
Department of Public Properties
' 1 Salem Green
Salem, MA 01970
' Re: Underground Storage Tank Closures—Phase I
Winter Island
Salem, Massachusetts
tBETA Engineering, Inc. Project No. 1421-01
' Dear Mr. Strout:
BETA Engineering, Inc. has prepared this Closure Assessment Report summarizing procedures
and findings associated with the excavation and removal of three 2,000-gallon No. 2 fuel oil
USTs and two 500-gallon diesel fuel USTs. BETA Engineering, Inc. was present during the
removal of the USTs, and sampled and screened soil samples collected from the tank graves.
' This report is intended to serve as a permanent record of closure activities. Photographs of the
tank excavations and graves are attached.
' INTRODUCTION
The subject property ("Site") is known as Winter Island in Salem, Massachusetts. The Site is
designated as Map 43, Lot 1 on the City of Salem Assessors' Maps, and is adjoined to the east,
west and south by Salem Harbor. Residential properties adjoin the northern portion of Winter
' Island. Please refer to the attached USGS Locus Map (Figure I) for the Site location.
The Site has been owned by the City of Salem since 1928 (Book 2760, Page 508), and is
currently used as a park with boat docking areas. The property has been used in the past as a
' seaplane station. The USTs at the property were reportedly utilized for heating of the Site
structures, as well as for the storage of diesel fuel. At the time of removal, all USTs contained oil
or a mixture of oil and water.
The five USTs at the Site were situated in three locations: west of the former administration
building, in the parking lot located north of the former administration building, and north of the
hangar building. Please refer to the attached figures for specific tank locations.
' 1420 Providence Highway(Rte.1) Norwood, MA02062 781.255.1982 fax: 781.255.1974 email: BETA@BETA-eng.com
6 Blackstone Valley Place Lincoln, RI 02865 401.333.2382 fax:401.333.9225 email: BETA@BETA-eng.com
' Mr. Peter K. Strout
February 1, 1999
Project No. 1421-01
t Page 2
The four USTs located in the vicinity of the former administration building and parking area
' were removed on December 17, 1998. Approximately 3,000-gallons of oil or an oil and water
mixture were removed from the tanks by Keystone Environmental prior to UST removal. The
UST located near the hangar was removed on December 29, 1998. Approximately 1,840 gallons
' of an oil and water mixture was pumped from this UST by Keystone Environmental prior to
removal.
I. ADMINISTRATION BUILDING
FIELD OBSERVATIONS-UST REMOVAL
' On December 17, 1998, BETA personnel observed the closure of one 500-gallon fuel oil UST
and one 2,000-gallon fuel oil UST located immediately west of the former administration
' building (refer to Figure 2 for UST locations). An oil or a mixture of oil and water was pumped
out of these two tanks by Keystone Environmental prior to excavation. Neither the installation
date nor the date of last use were available for either tank.
' The tank grave excavation was approximately 12 feet wide, 18 feet long, and 6 feet deep, and
was inspected by Mr. Michael Geisser, PE, LSP, RLS, and Ms. Nora Klein, both of BETA
' Engineering, Inc. There were no visible or olfactory indications of product leakage from either
tank. There were also no apparent holes, although the tank shells were moderately corroded and
appeared to be at least 20 years old. Please refer to the photographs included in Appendix A.
The tanks were surrounded by fill material. No groundwater or bedrock was encountered during
excavation activities.
Four soil samples were collected from the bottom of the excavation in the locations of the former
USTs. These samples were placed in clean, tightly sealed glass jars with aluminum foil cover
liners for in-field screening using a HNu Model DL-101 PID. Headspace procedures were
' performed in accordance with applicable USEPA procedures. Table 1, following,presents the
Field Screening Results.
' Table 1: Field Screening Results—December 17, 1998
Sample No. Location Depth(feet) PID Reading(ppm)
' S-1 Northern bottom of 500- 6-7 1.9
gallon UST
S-2 Southern bottom of 500- 6-7 2.4
' gallon UST
S-3 Northern bottom of 2,000- 6-7 Not detected
gallon UST
' S-4 Southern bottom of 2,000- 6-7 47.5
gallon UST
CD
'�]& 1421-winterislandlust.closure.doc � BETA
1
' Mr. Peter K. Strout
February 1, 1999
Project No. 1421-01
' Page 3
All PID readings were below the criteria of 100 ppm established by the MADEP for headspace
' concentrations in soil samples.
Duplicate soil samples were collected from each of the locations described above, and were
placed in clean 4-ounce glass jars for laboratory analysis of extractable petroleum hydrocarbons
(EPH) by the MADEP Method. Soil samples were delivered by courier on December 18, 1998,
to Alpha Analytical Laboratories located in Westborough, Massachusetts. The analytical results
' are presented in Table 2,below.
Table 2: Laboratory Analytical Data—December 17, 1998
t Sample No. Location. Analyte - Concentration
(mg/kg)
' S-1 Northern bottom of 500- C9-C18 Aliphatics 88.0
gallon UST C19-06 Aliphatics 59.4
Cl 1-C22 Aromatics 88.4
S-2 Southern bottom of 500- C9-C18 Aliphatics 107.0
gallon UST C19-06 Aliphatics 61.8
' Cl 1-C22 Aromatics 88.1
S-3 Northern bottom of 2,000- C9-C18 Aliphatics 43.0
gallon UST C19-C36 Aliphatics 20.3
' Cl 1-C22 Aromatics 39.4
S-4 Southern bottom of 2,000- C9-C18 Aliphatics 248.0
' gallon UST C19-06 Aliphatics 339.0
Cl 1-C22 Aromatics 236.0
' RCS-1 Standards C9-CIS Aliphatics 1,000
C19-C36 Aliphatics 2,500
' Cl 1-C22 Aromatics 200
The concentration of C 11-C22 Aromatics in S-4 exceeds reportable concentrations according to
' the Massachusetts Contingency Plan. Approximately 3 cubic yards of soil in this area was
removed as part of a Limited Removal Action (LRA), described further in a separate letter report.
' WASTE DISPOSITION
The steel USTs were opened, cleaned on-Site and disposed of per Massachusetts Department of
' Environmental Protection (MADEP)regulations. The empty USTs were transported to Turner
Salvage (Yard No. 2) in Lynn Massachusetts on December 18, 1998 (refer to attached delivery
receipt).
�� 1421-winter island/ust.closure.doc BETA
Mr. Peter K. Strout
February 1, 1999
Project No. 1421-01
' Page 4
Additionally, we have attached a copy of the oil/water manifest for your records.
' II. PARKING LOT OF ADMINISTRATION BUILDING
' FIELD OBSERVATIONS-UST REMOVAL
On December 17, 1998, BETA personnel observed the closure of the two 500-gallon diesel fuel
' oil USTs located across Winter Island Road to the north of the former administration building.
Information regarding the installation dates and dates of last use of these tanks was not available.
The tank grave excavation was approximately I 1 feet wide, 19 feet long, and 5 feet deep, and
was inspected by Mr. Michael Geisser, PE, LSP, RLS, and Ms. Nora Klein, both of BETA.
There were no visible or olfactory indications of product leakage from either tank. There were
' no apparent holes, although the tank shells were moderately corroded and appeared to be at least
20 years old. Please refer to the photographs included in Appendix A.
' The tanks were surrounded by fill material. Regional geology consists of glacial till. No
groundwater or bedrock was encountered during excavation activities.
' Four soil samples were collected from the bottom of the excavation in the locations of the former
USTs. These samples were placed in clean, tightly sealed glass jars with aluminum foil cover
liners for in-field screening using a HNu Model DL-101 PID. Headspace procedures were
' performed in accordance with applicable USEPA procedures. Table 3, following, presents the
Field Screening Results.
Table 3: Field Screening Results—December 17,1998
' Sample No. Location Depth(feet) PID Reading(ppmv)
S-5 Northeastern comer of 5-6 Not detected
excavation
S-6 Southeastern comer of 5-6 Not detected
excavation
' S-7 Northwestern corner of 5-6 Not detected
excavation
' S-8 Southwestern comer of 5-6 Not detected
excavation
All PID readings were below the criteria of 100 ppm established by the MADEP for headspace
concentrations in soil samples.
' Duplicate soil samples were collected from each of the locations described above, and were
placed in clean 4-ounce glass jars for laboratory analysis of extractable petroleum hydrocarbons
(EPH) by the MADEP Method. Soil samples were delivered by courier on December 18, 1998,
�i& 1421-winter island/ust.closure.doc gip
Mr. Peter K. Strout
February 1, 1999
Project No. 1421-01
' Page 5
to Alpha Analytical Laboratories located in Westborough, Massachusetts. The analytical results
' are presented in Table 4.
Table 4: Laboratory Analytical Data—December 17, 1998
' Sample No:. Location,,. '; Analyte'm` Concentration
S-5 Northeastern comer of C9-C18 Aliphatics 44.9
' excavation C19-C36 Aliphatics 27.8
Cl 1-C22 Aromatics 45.5
' S-6 Southeastern comer of C9-C18 Aliphatics 47.9
excavation C19-06 Aliphatics 23.0
Cl1-C22 Aromatics 46.8
' S-7 Northwestern comer of C9-C18 Aliphatics 40.3
excavation C19-06 Aliphatics 20.5
' Cl 1-C22 Aromatics 39.9
S-8 Southwestern comer of C9-C18 Aliphatics 47.2
excavation C19-C36 Aliphatics 22.6
tCI I-C22 Aromatics 44.8
' RCS-1 Standards C9-C18 Aliphatics 1,000
C19-06 Aliphatics 2,500
CI I-C22 Aromatics 200
No EPH concentrations exceeded applicable RCS-1 Standards for any submitted soil samples
collected from the vicinity of these two former USTs.
' WASTE DISPOSITION
' The steel USTs were opened, cleaned on -Site and disposed of per Massachusetts Department of
Environmental Protection (MADEP)regulations. The empty USTs were transported to Turner
Salvage (Yard No. 2) in Lynn Massachusetts on December 18, 1998 (refer to attached delivery
' receipt). _
111. HANGAR
FIELD OBSERVATIONS-UST REMOVAL
' On December 29, 1998, BETA personnel observed the closure of the former No. 2 fuel oil UST
located north of the hangar building. No UST dates of installation or last use were available.
' gO 1421-winter island/ust.closure.doc BETA
' Mr. Peter K. Strout
February 1, 1999
Project No. 1421-01
' Page 6
The tank grave excavation was approximately 6 feet wide, 23 feet long, and 6 feet deep, and was
' inspected by BETA personnel. Although one hole was noted in the sidewall of the UST, there
were no visible or olfactory indications of product leakage. The tank appeared to be at least 20
years old.
' The tanks were surrounded by fill material. Regional geology consisted of glacial till. No
groundwater or bedrock was encountered during excavation activities.
' Two samples were collected from the bottom of the excavation. These samples were placed in
clean, tightly sealed glass jars with aluminum foil cover liners for in-field screening using a HNu
' Model DL-101 PID. Headspace procedures were performed in accordance with applicable
USEPA procedures. Table 5, following,presents the Field Screening Results.
' Table 5: Field Screenin-Results—December 29, 1998
Sample No. Location Depth(feet) PID Reading(ppmv)
S-1 Westerly bottom 6 57.0
S-2 Easterly bottom 6 1.4
All PID readings were below the criteria of 100 ppm established by the MADEP for headspace
concentrations in soil samples.
' Duplicate soil samples were collected from each of the locations described above, and were
placed in clean 4-ounce glass jars for laboratory analysis of extractable petroleum hydrocarbons
(EPH) by the MADEP Method. Soil samples were delivered by courier on December 30, 1998,
' to Alpha Analytical Laboratories located in Westborough, Massachusetts. The analytical results
are presented in Table 6.
' Table 6: Laboratory Analvtical Data—December 29, 1998
Sample No. Location Analyte Concentration
' S-1 Western bottom of C9-C18 Aliphatics 54.8
excavation C19-C36 Aliphatics 49.5
Cl 1-C22 Aromatics 37.8
S-2 Eastern bottom of C9-C18 Aliphatics 252
excavation C19-06 Aliphatics 24.8
'
CI 1-C22 Aromatics 230
RCS-1 Standards C9-C18 Aliphatics 1,000
'
C19-C36 Aliphatics 2,500
CI I-C22 Aromatics 200
O
' �3(9 1421-winter island/ust.closure.doc - BETA
' Mr. Peter K. Strout
February 1, 1999
Project No. 1421-01
' Page 7
The concentration of CI I-C22 Aromatics in S-2 exceeds reportable concentrations according to
' the Massachusetts Contingency Plan. Soil will be removed from this area as part of a Limited
Removal Action (LRA), described further in a separate letter report.
WASTE DISPOSITION
The steel UST was opened, cleaned on-Site and disposed of per Massachusetts Department of
' Environmental Protection(MADEP)regulations. The empty UST was transported to Turner
Salvage (Yard No. 2) in Lynn Massachusetts on January 29, 1998 (refer to attached delivery
receipt).
Additionally, we have attached a copy of the oil/water manifest for your records.
' Should you have any questions or comments concerning this report, please call me at (401) 333-
2382.
Very truly yours,
' BETA ENGINEERING, INC.
' Mich F. Geisser, PE, LSP, RLS
S or Project Manager
' Attachments
' cc: Inspector Frank Preczewski, Jr., Salem Fire Department
�? 1421-winter island/ust.closure.doc BETA
1
1
1
1
Figures
1
1
W
,� �I • • ` '.,pr, a .- .Y is �-'"Y tin �r p,\`Q y "�t�,��
' a, �.r yp�` - • "b'✓ +. art t{ �ya' �;.,as `. :. s
�r gg
a -„ � �` r,^ a5L} .:.F� } ax/, sL ti � E, .yt vw�T s x#� '� '�>�' A�r y •£ry,pt�� n' fT
s
1 1 _ r r✓t
0117
21
S ��` •�' 7 ,t� s yv t r
Neck, tFy. sF
4 a.a }b � �.,yt .•• . •� n '4 i+ P imp" K 5,''1 sp° :. },.a i.. -• 'l.J '�. <+tia'q'�v`�'f r '.✓��'. \ •`p•• J�• .Y♦-er[..�,.,,.
r yl o-r r 1'Y.��c ,5,�. '� � t • � ••1• !f[„shy� [��'.�v;'k�y;:
LN
�ti# ",.:.'A YYYJ , \✓ . `•';.= SITE "rt!� � y. ..r �'� �='
' k5 ^' �a � •� y., .- `r�'.��'`.� ��10[ lel d
tF.. ,0. kf a }12� • ••w•• . 1� d� U� ;zr ' z”{ 'h".=��±�,r ' �� '.'� ��
,I( YM: `.. L A F d `ice" •• h �S -7.. v t I A't/F F 'C
' i� f 4 ..♦ .ay I,�prvyiar •
6n' f iW ♦. e `. f ,Fr / Racks �:
x
Ano Locus 2
Beverly6.
1, rf�`a°'`.a�''. v x/ =•x*x. "t`.a�,',(�' �':�
.iQ
4 �p'<
Peabody
9
Salem Yr R. ^ ./" '4J �t #`: t-
� .�.�'�s a� �
rble Y .�a°�*� �'.:i 3-�es'�rr�,.0 rb ,��r °° �g." ' r�'k • 3 J �t� :.
F`rSF? k t { ' ' F �` a 3 •r�•
Lynn
' legend :. Figure
A Area Location UST Closure Report
' O Site Location Winter Island USGSLocus map
NOT TO SCALE Salem, MA BETA Engineering,Inc.
Source:AIAGIS and USGS
1
i
' GRASSY AREA
FORMER 500-GAL.
NO. 2 FUEL OIL UST
FORMER 2,000-GAL.
' NO. 2 FUEL OIL UST
s-i
S-3
S-4
US-2
' LIMITS OF
EXCAVATION
' DERELICT ADMINISTRATION BUILDING
GRASSY AREA
' DRAWN BY: Figure 2: Site Layout
' NEK UST Removal
CHECKED BY: Winter Island
CMR Salem, Massachusetts
' PROJ. CHECK: SCALE: NONE DATE: FEB.,1999
' RCH BETA PROJECT NO. 1421 -01
S-7 J�
S-5
LIMITS OF '
EXCAVATION s-B S—g
FORMER 500—GAL.
DIESEL FUEL USTs a GRASSY AREA
a
m
a
H
r
GRAVEL PARKING
AREA
DERELICT
ADMINISTRATION
BUILDING
Figure 3: Site Layout
UST Removal / BETA ENGINEERING, INC. �e
�I E n g I n e e r s/Scientists
Winter Island FlIE N0.
Salem, Massachusetts
FORMER 2,000—GAL.
NO. 2 FUEL OIL UST
S-1 S-2
LIMITS OF
TANK EXCAVATION
HANGAR
BUILDING
DRAWN BY: Figure 4: Site Layout
NK UST Closure Report
CHECKED BY: Pinter Island
CMR Salem, MA
PROJ. CHECK: SCALE: NONE DATE: FEB.,1999
RCH BETA PROJECT NO. 1421 -01
1
1
1
1
1
x ,
a
N '3
d
d 1
1
1
1
1
1
t '
, �
' i
1
1
1
1 �I
Appendix A
' Site Photographs (3 pages)
1
1
1
1
• I
1
Photograph LO Project Name: Tank Closure Report
' g
Site Location: Wmter Island, Salem, MA
Project Number: 1421
By: NEK Date: 1/5/99
Excavation-of )nem---
500-gallon
nem 500-gallon an one
2,000-gallon I ST -s � � Excavation
of two
' 500-gallon
Photo 1 Description: Derelict administration building, as viewed from the USTs
' north.
1 �
as
Photo 2 Description: End view of two former USTs formerly buried immedi-
ately west
mmedi-
atelywest of the derelict administration building.
i BETA Engineering, Inc.
B
' Scientists/Engineers/Planners
6 Blackstone Valley Place Lincoln,RI 02865 (401)333-2382 FAX(401)333-9225 1420
Providence Highway Norwood,MA 02062(781)255-1982 FAX(781)255-1974
' name: N1388PHOTO.PM6
' Photograph Log Project Name: Tank Closure Report
' Site Location: Winter Island, Salem,MA
Project Number: 1421
By: NEK Date: 1/5/99
' � Pq���?q� h y Y����'���Fi T�•'�r::i���l�°�ISI �� :iSi I� '?�;
♦s 4.
Cbz,:. .i�. � ice,.::. �•.+�' .��
5�
Photo 3 Description: Side view of the two former USTs buried immediately
west of the derelict administration building.
1
1
a
' Photo 4 Description: Two former USTs buried across Winter Island Road
from the derelict administration building.
1 BETA Engineering, Inc.
' Scientists/Engineers/Planners
6 Blackstone Valley Place Lincoln,RI 02865 (401)333-2382 FAX(401)333-9225 1420
Providence Highway Norwood,MA 02062(781)255-1982 FAX(781)255-1974
' name:
1
tPhotograph Log Project Name: Tank Closure Report
t Site Location: Winter Island, Salem,MA
Project Number: 1421
By: NEK Date: 1/5/99
' tYg
r
1 '
Photo 5 Description: Endview of former 2,000-gallon fuel oil UST located
adjacent to the hangar building.
77, 1
' Photo 6 Description: View of excavation adjacent to hangar building.
i BETA Engineering, Inc.
' Scientists/Engineers/Planners
6 Blackstone Valley Place Lincoln,RI 02865 (401)333-2382 FAX(401)333-9225 1420
Providence Highway Norwood,MA 02062 (781)255-1982 FAX(781)255-1974
' name: N1 358PHOTO.PM5
i
1
1
1
1
1
' Appendix B
1 Turner Salvage Yard Delivery Receipts (5 pages)
1
1
1
1
i
1
1
�A}�JI",F'-r e.
n �r R 'r ,, f R Oaf �'x 'd0A8 ..• , 'n ` ... �
/, Fy •rte, '.\ f a ', 6. 1 r i
revlou Co lka 71�
t Ir"R+ i n
it
p�(
4E ait 1'l�t 'N'7. a `r✓ ' r x /t 1. t 1
trfi t f Y �. Lengthpa7j
1 k� I �;� �r ` :.i � L CI Cao � 1• l r ' 1 ' {r• g GcC '` '�R'f� s dY�VM
Y o r / e
ceived. .. I
� tort y r r r '. , ist��yna �y,,• ,� �
/' - - /x a
f / erial k(ifs atiabl Departmeut Permit tl
/ ? r: �✓ Ir auk I D. (Form -290)
/F t wnr/pperator to m8i1'revised co of NotiSca
PY tion Form (FP290, or 290R)to UST Complienl�,\
I ffice of the State Fire Marshal P Q. Iiox 1025 State Road, Stow, MA ' 775. '''
y�
NEE
'
\ �porrvnaanruecz`l� a C��ccrad tta �� ''�, ' \ r {l1 J{
ac r�ae } r
me Seri eea �' °d Glc State lure71Za�a!E \
REdkIPT OF DISPOSAL OF UNDERGROUND STEEL STORAGE TANK i� R,.I
NAME AN ADDRESS OF APPROVED TANK YA9D' ,, ,yx
z
I1.; 002
'M
APPROVED TAhKYARD NO - Tan YIN
ard Ledger 502 CMR 3.03(4)Nurr ��
\�
Y
examined Me undergfcund steel storage tank 4,11y4ied to the-0 lank d by flrmr
*r
et O IaW 1 hav pgCeonally ..
�p �y
an accepte. same In tbrlfo ' ante wllh Massachusetts Fir Pave tion
P
v• « - r vel rmd s Issued by LO A H ad f fire Op
dlsman irig Ya. � I` .:. ,v� �r i' + 1 �'Aat+'�1 � :i ar ;•rSS n ����"
representa�
di'e an�'o cls pig of appttW l ., dzed
Cn� TITLE -
1
e � me aa r
,
r� 4, 'R R. f'k4' rr•
115 1 7-1114
W. f
� � i s,�.,. I '-"'`.N7 w "" • .f R 0.A I. `� tyij 3`r a ��•t'' 'ft ,�r
me t err' I]r I In h��Lk ,� J SS } +4,er ,ta •tN0ri 4d Stf ) » i
m er Length
I 4 (City or Towp�� t
cc ve
Fre epartmeot Permltk
. /Se jai N(if av table)
i
44I � xti,
' Ta k L�.t1 Form F)}290) „Y
k, NFT ut
ne>)/Ofperator to m>, revised copy of Notllication Form (FP290 or P290 4, io t �)ST C m llpb ' k
�� 9 p
O tcepTthe State Fire Marshal P.O. Box 1025 State Road Stow MA 1775
r , v
My
i � 1
;
Y
po'nza�zanru a��Ll�aaar�rcaell6 i. � ;;
O'
'De,&a�ef+zzuft a6 74u Sexvleea - 66ice dd t!u St'ate.ir6ye7Jla7dlal.
RECEIPT OF DISPOSAL OF UNDERGROUND STEEL STORAGE TANIf
NAME AND ADDRESS OF APPROVED TANK YARD ,�(tlf, �I i,-.c.cngSaJage Co c.
: .'5 Comme al St. �s s `i J.,
LY111n, MA U1 VU
..APPROVED TANK YARD NO` � Tank and Ledger 502 CMR 3.03 4)Nu 1'jer. s. ✓ � t ya
.y A.�.X3 ', ( '; .,,
r(,oe{#ry un def llj[;of law 1 have personally examined the underground steel storage lank delivered to this approved tank ,rd t(y Orrrr corpp en
and �same a\ to Wconfo�nce vetMMassachiiselb re
P FI n
I nartner5,111p `fv/.r �p � �I
APProvlh
'CMR 3.," ?!i9.for U 'round$ $bMaOe Tank disniantling yardsi� d pe t wd5lssued.by L A
� . I :1 v It'7 x' dl • r tF r '� ° .. ) X ,Y, :_ r^, FAS).4!;nIF- �� 'rV .`r Af
"i� 3—"^...-1,. ,to uan rtth „la�to thio y?!d t� �,a, T kill.,.-{ � t�
�wid,ofRoial two R appmv fBnk yard r or ovmers aulhorFzed reprasenta a; , >I , �� rY a'� } .� r u e �' :.
��
e SI.AYy3L� 4ym'' X S �!�„J.�N+r�. }i'r ` �'A LJrs'IA_��_i•F a• , `\ 1 Ti�� . � Ve P., i<' .�D'T,'�,t� r1 : , r ' � I
I E 4 y Tins µr
' . a97 : ..C1•��.+ 1 I '-:w.LA'i ,, , .< ✓ , r.14stl,K� met { _ �.+..
'A�r� «. 'tr' r" f e7 iYe kx;af heaf�o("dte the deparlmen� 4�DMa•L , hxM 1" y
�.. - ,
t, x
1 ..
r ,
'l}i'T�"x v CPv- %i'� f 3 ° hr r a1Ys o r
;,Pro
"Fl •!4 `n} � .f rtir li` ,�rl�•..M i. , rAJ V'R 4 r��r]Ya a: r4F ry u !',a ..� t(i � ylfTgm} ,{yp'_ y�� Y w-',S
d7 �✓ L \Y*Y / / ,A AL.
Sl K' Y
Yx;'V pI ✓ r r f D eter •, _
z 7 Length \
12ecelVetl 1 'G \ tt+.. r r yy,�a;. ,�r�y�=
���' P 11 1d }L 1r �j� 1rv'irt•pi z
r'4,�/ c i >•).dy r �. 1 , ./ r/ ? r re})gpartment Permit N :�
1 .
/ is l
Tsl I.D�#(Form FP- 90)
y / SFd'i,5 'Y,� 7r
y 1 I :.ki r a fl. a,.ce ra
Or ter/operator to ii)dil revised copy of Notillcation Form (FP290,or FP2QOR) to : UST Compliance,' ` i
�y
1\cpIof the State )Fire Marshal, P.O. Box 1025 State Road, Stow,. MA 0177$.
� l /
'
V, \ \
1 r A
i
t'a 577 a Sewleea 06 'acre "i tie State �ine l
RE�g[PT OF DISPOSAL OF UNDERGROUND STEEL STORAGE TA)1K
fp 291 /
I •�
�''t�rtil111E AND ADDRESS QF APPROVED TANK YARD 1 m d vage 0. Inc.,
j 1 {
.._r!*A1 q� `4 ----�.r-cV11 tT1F$Cla .• .'� r l ` ' ` \ �/ ' ( r
N»!f} � t ri -----1=r{'IrMH—I�-Fpy f ..
XIPPROVEOTANK YARD NO Tan. Yard Ledger 502 CMR 3.�$)Number �
� emMY andel. nal�,of law I have personally 8x,Tlned the unde `fund steel storage lank dellvered to tlils'approved to c yard" y fi
and accep d sameln con ante with Massad)usblt5 re" rev n on p lion 502;I: ). a f ,I, - \ ;/
ygtnCrehi a . s ` `/ ,FA r !''
p .�" pprov(n�Undergrou teat Stprage Tank dismantling yard Kwan Issued by O A` e d of re partmenf. „a
thls,tank to thla yerdJ, J 1'�` 1 � ' r 4 r+ as rj ^ ,'�' 3ti ✓
rove (ant)ygb er
or owners aulhodze rePrasentagva
tiyy'..o- pp,
i a+,' yj'� `�17 TLffy PJifY i`4�ai$tt y+. x .:d l{egye- '1 i} d ATE SIGN .
t•Y t t +r d;i' y• t ' d iiIDiF'* .s r}v�lr .als C v
U ' 'i'
dL
jz
a
is --
It
1
• � y .\yy \ .•l. � � s � � 8. DDD .
TO "d Wb bT : VO 66-6T-N7f
11Y,; itYt1tI ,' ' c C8 ons 1 d Jl ar,tidf r t x n
kio
Pr OUS Ont n
`
� t KN"
8
r '
r e
Z I`/ t, ✓ tr.,V:y / 4ra51J.r+& rqr ggtl d r�
.1, •
cei
a _ 1 t it epaitmentPgrml #
S /
� trial (if a aitabl °�a{a4•a� vt'tNr Wpwry,tYkIt
R7,`1,4 >4,x6:4l
nk (Form
wnperator to m9il revised copy of Notification Porm (FP290t FP290R) to [ ST:C`o�mpliailet;, t"'
fGce of the State Ptre Marshal P.O. Rox 1025 State Road, Stow,'M `' 01775 Au
�,� I ��AI dVI � � �i n J� i. I 1 - a I t�,' � I ` •� ) �� �� N {
�•,• 111 � r � ' l
/ t
d
y
t
ommaozcaea a� craaac riae�l� � 1 � ,�+ ,� : r:
� ;2aw Se &ea - 6&e oa 44 State jtaie M4ZOW
nr REC9IpT OF DISPOSAL OF UNDERGROUND STEEL STORAGE TANK �• I \ v
tr NAME AND ADDRESS OF APPROVED TANK YARh� am
002
";APPROVEDTANK YARD NO Tank 1�atd Ledger 502 CMR 3.03(4)Number
1 atNfy underpenal�y of law I have personally examined thq irndergrct nd steel storage tank deWered to this'approved tank ya
}}x>•ri '',, : r r'r t .;; >. and a�/�j ted 38 e'in/y��(amen Wilk 7,
Saciulya b Fife rCV tlw,'d , +>� @ r $1 t lay t4 f o, } yw� "+
l� Y""•^"`�y ip: .1e ',<"
*.R�; 4f \'' i \
i frMR 3.- ro4� qns for Approvl Uyer�graund Steel Storage Tank dlsmanding yards'A Ya � s aluedby
a f`FDI00�,O^'` ,tii�T" t t
t t '�^•� - Y , authodzed le{jreae0tative�lr?'�;�g!�#h,� w�tt' 1f� r i�,A. ' f . �7 rl{ � mf .�"� � c: . '.
x
t >y. >l" �°�(,,C.1�,�o:rr.L '� v"N S' , r'" y t y. � �#v(•i+
de ,
ra u In f .9 t1Ya tlfe' 4 +—>!r °h.
r
1
1 Appendix C
' Oil/Water Manifests (2 pages)
t
1
1
1
t
�. COMMONWEALTH OF MASSACHUSETTS
DEPARTMENT OF ENVIRONMENTAL PROTECTION
DIVISION OF HAZARDOUS MATERIALS
' One Winter Street
Boston, Massachusetts 02108
Please print or type.IFarm designed torose on elite(12-pitch)typewriter.)
UNIFORM HAZARDOUS Generator US EPA ID
' No. Manifest
2-Page Infamationmthe shadadareas
WASTE MANIFEST I I 7i p711J111.6-171
I� qIs mN
of isnot required svFederal law
.
3. Generato's Name and M•iliq ess GrCf✓I A.Siate Manifertt Document Number ' '
C;�y o73S.letae (?� ++g MA K066485 3
p� D
�P'¢sn p4a O1Q7Q' -. .B.State Gen.1D A 4.Generator's Phone 197 9 ) -7yS 1 IJ -Ur 't
Ir
5. Transporter 1 Company Name 6. US EPA 10 Number C Stita Tfans.1D Q"'
Er
Aks:plull(r l P - ox crtjd I -1 I ^i 7 sl ay
' 7.Transporter 2 Company Name 8. US EPA D.Number .D Trensoart prionei 7 )
I I I I E. tate rens.) r .- Ln
nj 9. Designated Facilit
y Name and Site Address ^ 10. US EPA ID Number
PMJ9r.l,,t.CoMP�tOde< Ccs ,F.Transporters Phone(
y$f Cvn'l'a+ J / T p G-.StatsFacirrty'slD %Not Required:
k 7 2 I I 42111715?I '6 91 .H.FaaTrty's Phone) Z ') ` s �
� a12.Containers 13. 14 Ili Ln
11.US DOT Description(Including Proper Shipping Name,Hazard Class,and ID Numbed Total Un Haste No= „
No. Type Quantity `NtNo
a'Cdt+�xa to 0(f /I$Uta� N-OSS• Uf f L��'7 I _
d N19Q3 G T" Q OI l Ti
' I
v b, z
Cal G
D
Z
aE I I I I I I I I ( I I
w R c. C
A z
C o
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COPY>5 TRANSPORTERIRETAINE
' COMMONWEALTH OF MASSACHUSETTS
DEPARTMENT OF ENVIRONMENTAL PROTECTION
DIVISION OF HAZARDOUS MATERIALS
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COPY>8 GENERA .�.RRETAINS
1
1
Appendix D
' Laboratory Reports (22 pages)
1
1
1
1
1
1
ALPHA ANALYTICAL LABORATORIES
' Eight Walkup Drive
Westborough, Massachusetts 01581-1019
(508) 898-9220
' MA:M-MA-086 NH:200395-B/C CT:PH-0574 ME:MA086 RI:65
' CERTIFICATE OF ANALYSIS
Client: Beta Engineering, Inc: Laboratory Sob Number: L9810125
1 Address: 6 Blackstone Valley Place Invoice Number: 21845
Lincoln, RI 02865 Date Received: 18-DEC-98
' Attn: Mike Geisser Date Reported: 28-DEC-98
Project Number: 1421-G Delivery Method: Aloha
' Site: WINTER ISLAND
' ALPHA SAMPLE NUMBER CLIENT IDENTIFICATION SAMPLE LOCATION
L9810125-01 5-1
' L9810125-02 S-2
L9810125-03 S-3
' L9810125-04 S-4
L9810125-03 S-5
L9810125-06 S-6
' L9810125-07 S-7
L9810125-06 S-8
1
1
tAuthorized by:
Scott McLean - Laboratory Director
t1228980518 Page 1
1
ALPHA ANALYTICAL LABORATORIES
CERTIFICATE OF ANALYSIS
MAIM-MA-086 NH:200395-B/C CT:PH-0574 ME:MA086 RI:65 !
Laboratory Sample Number: L9810125-01 Date Collected: 17-DEC-1998
t S-1 Date Received : 18-DEC-98
Sample Matrix: SOIL Date Reported : 28-DEC-98 !!
Condition of Sample: Satisfactory Field Prep: None
' Number & Type of Containers: 1-Glass !i
PARAMETER RESULT UNITS RDL REF METHOD DATES ID
PREP ANALYSIS
Solids, Total 90. 0 0.10 30 254OG 22-Dec SN
' Extractable Petroleum Hydrocarbons 46 98-1 21-Dec 23-Dec HL
C9-C18 Alichatics 88.0 mg/kg 11.1
C19-C36 Aliphatics 59.4 mg/kg 11.1
C11-C22 Aromatics 88 .4 mg/kg 11.1
' Naphthalene ND mg/kg 2.22
2-Methylnaphthalene ND mg/kg 2 .22
Phenanthrene ND mg/kg 2 .22
Acenaphthylene ND mg/kg 2 .22
Acenaphthene ND mg/kg 2.22
Anthracene ND mg/kg 2.22
Benzo(a) anthracene ND mg/kg 2 .22
' Benzo(a)pyrene ND mg/kg 2 .22
Benzo (b) fluoranthene NO mg/kg 2.22
Benzo(ghi)perylene ND mg/kg 2.22
Benzo(k) fluoranthene ND mg/kg 2.22
' Chrysene ND mg/kg 2 .22
Dibenzo(a,h) anthracene ND mg/kg 2 .22
Fluoranthene ND mg/kg 2.22
Fluorene ND mg/kg 2.22
' Indeno(1,2, 3-cd) Pyrene ND mg/kg 2 .22
Pyrene ND mg/kg 2 .22
Surrogate Recovery
Chloro-Octadecane 97.0
o-Terphenyl 107.
2-Fluorobiphenyl 93 .0 0
2-Bromonaphthalene 57. 0
' Comments: Complete list of References and Glossary of Terms found in Addendum I
12289804:18 Page 2
ALPHA ANALYTICAL LABORATORIES
' CERTIFICATE OF ANALYSIS
' MA:M-MA-086 NH:200395-B/C CT:PH-0574 ME:MA086 RI:65
Laboratory Sample Number: L9810125-02 Date Collected: 17-DEC-1998
' 3-2 Date Received : 18-DEC-98
Sample Matrix: SOIL Date Reported : 28-DEC-98
Condition of Sample: Satisfactory Field Prep: None
' Number & Type of Containers: 1-Glass
' PARAMETER RESULT UNITS RDL REF METHOD DATES ID
PREP ANALYSIS
' Solids, Total 89. 0.10 30 254OG 22-Dec SN
' Extractable Petroleum Hydrocarbons - -.46 98-1 .21-Dec 23. Dec HL
C9-C18 Aliphatics 107. mg/kg 11.2
C19-C36 Al
1phatics 61.8 mg/kg 11.2
Cll-C22 Aromatics 88.1 mg/kg 11.2
Naphthalene ND mg/kg 2.25
2-Methylnaphthalene ND mg/kg 2 .25
Phenanthrene ND mg/kg 2.25
' Acenaphthylene ND mg/kg 2.25
Acenaphthene ND mg/kg 2 .25
Anthracene ND mg/kg 2.25
Benzo (a)anthracene ND mg/kg 2.25
' Benzo(a)pyrene ND mg/kg 2 .25
Benzo(b) fluoranthene NO mg/kg 2.25
Benzo(ghi)perylene ND mg/kg 2.25
Benzo(k) fluoranthene NO mg/kg 2.25
' Chrysene ND mg/kg 2 .25
"Dibenzo(a,h)anthracene ND mg/kg 2.25
Flucranthene ND mg/kg 2.25
Fluorene ND mg/kg 2.25
' Indeno(1,2, 3-cd)Pyrene NO mg/kg 2.25
Pvrene NO mg/kg 2.25
Surrogate Recovery
Chloro-Octadecane 76 .0
o-Terphenyl 117.
' 2-Fluorobiphenyl 83 .0 0
2-Bromonaphthalene 48.0
' Comments : Complete list of References and Glossary of Terms found in Addendum I
12289804:18 Pace 3
L
ALPHA ANALYTICAL LABORATORIES
CERTIFICATE OF ANALYSIS
MAIM-MA-086 NH:200395-B/C CT:PH-0574 ME:MA086 RI:65
' Laboratory Sample Number: L9810125-03 Date Collected: 17-DEC-1998
S-3 Date Received : 18-DEC-98
Sample Matrix: SOIL Date Reported : 26-DEC-98
Condition of Sample: Satisfactory Field Prep: None
' Number a Type of Containers: 1-Glass
' PARAMETER RESULT UNITS RDL REF METHOD DATES ID
PREP ANALYSIS
Solids, Total 94. s 0.10 30 254OG 22-Dec SN
' Extractable Petroleum Hydrocarbons --.. 46 98-1 21 Dec -23-Dec HL
C9-C18 Aliphatics 43 .0 mg/kg 10.6
C19-C36 Aliphatics 20.3 mg/kg 10.6
C11-C22 Aromatics 39.4 mg/kg 10.6
' Naphthalene ND mg/kg 2.13
2-Methylnaphthalene ND mg/kg 2.13
Phenanthrene ND mg/kg 2 .13
' Acenaphthylene ND mg/kg 2.13
Acenaphthene ND mg/kg 2.13
Anthracene ND mg/kg 2.13
Benzo(a) anthracene ND mg/kg 2.13
' Benzo(a)pyrene ND mg/kg 2.13
Benzo(b) fluoranthene ND mg/kg 2.13
Benzo (ghi)perylene ND mg/kg 2.13
Benzo(k) fluoranthene ND mg/kg 2.13
' Chrysene ND mg/kg 2.13
Dibenzo(a,h)anthracene ND mg/kg 2 .13
Fluoranthene ND mg/kg 2.13
Fluorene ND mg/kg 2.13
' Indeno(1,2, 3-cd) Pyrene ND mg/kg 2.13
Pyrene ND mg/kg 2 .13
Surrogate Recovery
Chloro-octadecane 86 .0
o-Terphenyl 112.
' 2-Fluorobiphenyl 95.0 0 -
2-Brcmonaphthalene 76.0
' Comments: Complete list of References and Glossary of Terms found in Addendum I
12209804:18 Paoe 4
L
ALPHA ANALYTICAL LABORATORIES
' CERTIFICATE OF ANALYSIS
MA:M-MA-086 NH:200395-B/C CT:PH-0574 ME:MA086 RI:65
' Laboratory Sample Number: L9810125-04 Date Collected: 17-DEC-1998
' S-4 Date Received : 18-DEC-98
Sample Matrix: SOIL Date Reported : 28-DEC-98
Condition of Sample: Satisfactory Field Prep: None
' Number & Tyne of Containers: 1-Glass
' PARAMETER RESULT UNITS RDL REF METHOD DATES ID
PREP ANALYSIS
Solids, Total 92 . 1 0.10 30 2540G 22-Dec SN
Extractable Petroleum Hydrocarbons_ - - . 46 9.8.-1 < 21-Dec 23-Dec HL
' C9-C18 Aliphatics 248. mg/kg 10.9
Cl9-C36 Alinhatics 339. mg/kg 10.9
Cll-C22 Aromatics 236 . mg/kg 10.9
' Nanhthalene ND mg/kg 2.17
2-Methylnaphthalene ND mg/kg 2.17
Phenanthrene NO mg/kg 2.17
Acenaphthylene ND mg/kg 2.17
Acenaphthene ND mg/kg 2.17
Anthracene ND mg/kg 2.17
Benzo(a)anthracene ND mg/kg 2.17
' Benzo(a)pyrene ND mg/kg 2.17
Benzo(b) fluoranthene ND mg/kg 2.17
Benzo(ghi)perylene ND mg/kg 2.17
Bernzo(k) fluoranthene ND mg/kg 2.17
' Chrysene ND mg/kg 2.17
Dibenzo(a,h)anthracene ND mg/kg 2.17
Fluoranthene ND mg/kg 2.17
Fluorene ND mg/kg 2.17
' Indeno(1,2,3-cd)Pyrene ND mg/kg 2.17
Pyrene ND mg/kg 2.17
' Surrogate Recovery
Chloro-Octadecane 85.0 o
o-Terphenyl 111. s
' 2-Fluorobiphenyl 81.0
2-Bromonaphthalene 55.0
Comments: Complete list of References and Glossary of Terms found in Addendum I
' 12289804:18 Page 5
1
ALPHA ANALYTICAL LABORATORIES
' CERTIFICATE OF ANALYSIS _
MA:M-MA-086 NH:200395-B/C CT:PH-0574 ME:MA086 RI:65
Laboratory Sample Number: L9810125-05 Date Collected: 17-DEC-1998
S-5 Date Received : 18-DEC-98
Sample Matrix: SOIL Date Reported : 28-DEC-98
Condition of Sample: Satisfactory Field Prep: None
' Number & Type of Containers: 1-Glass
' PARAMETER RESULT UNITS RDL REF METHOD DATES ID
PREP ANALYSIS
solids, Total 85. 0.10 30 2540G 22-Dec SN
' Extractable Petroleum :Hydrocarbons _. 46 98..-1. X21-Dec: 24-Dec HL
C9-C18 Aliphatics 44.9 mg/kg 11.8
C19-C36 Aliphatics 27.8 mg/kg 11.8
Cll-C22 Aromatics 45 .5 mg/kg 11.8
' Naphthalene ND mg/kg 2 .35
2-Methylnaphthalene ND mg/kg 2.35
Phenanthrene ND mg/kg 2.35
Acenaphthylene ND mg/kg 2.35
t Acenaphthene ND mg/kg 2 .35
Anthracene ND mg/kg 2.35
Benzo(a) anthracene ND mg/kg 2.35
' Benzo (a)pyrene ND mg/kg 2.35
Benzo (b) fluoranthene ND mg/kg 2 .35
Benzo(ghi)perylene ND mg/kg 2.35
Benzo (k) fluoranthene ND mg/kg 2 .35
Chrysene ND mg/kg 2.35
Dibenzo (a,h)anthracene ND mg/kg 2.35
Fluoranthene ND mg/kg 2.35
Flucrene ND mg/kg 2.35
' Indeno(1,2,3-cd) Pyrene ND mg/kg 2 .35
Pyrene ND mg/kg 2.35
Surrogate Recovery
Chloro-Octadecane 98.0 %
o-Terphenyl 101. o
' 2-Fluorobiphenyl 93.0 a
2-Bromonaphthalene 76.0
' Comments: Complete list of References and Glossary of Terms found in Addendum I
12289804:18 Page 6
r
ALPHA ANALYTICAL LABORATORIES
rCERTIFICATE OF ANALYSIS
MAIM-MA-086 NH:200395-B/C CT:PH-0574 ME:MA086 RI:65
rLaboratory Sample Number: L9810125-06 Date Collected: 17-DEC-1998
r S-6 Date Received : 18-DEC-98
Sample Matrix: SOIL Date Reported : 28-DEC-98
Condition of Sample: Satisfactory Field Prep: None
rNumber 6 Type of Containers: 1-Glass
r PARAMETER RESULT UNITS RDL REF METHOD DATES ID
PREP ANALYSIS
rSolids, Total 85. 0 0.10 30 254OG 22-Dec SN
r Extractable::Petroleum Hydrocarbons ,' 46 98-1. 21 Dec 2,4-Dec HL
C9-C18 Aliphatics 47.9 mg/kg 11.8
C19-C36 Aliphatics 23.0 mg/kg 11.8
Cll-C22 Aromatics 46.8 mg/kg 11.8
r Naphthalene ND mg/kg 2.35
2-Methylnaphthalene ND mg/kg 2.35
Phenanthrene ND mg/kg 2 .35
Acenaphthylene ND mg/kg 2.35
' Acenaphthene ND mg/kg 2.35
Anthracene ND mg/kg 2.35
Benzo(a)anthracene ND mg/kg 2 .35
r Benzo(a)pyrene ND mg/kg 2 .35
Benzo(b) fluoranthene ND mg/kg 2.35
Benzo(ghi)pervlene ND mg/kg 2.35
Benzo(k) fluoranthene ND mg/kg - 2 .35
r Chrysene ND mg/kg 2 .35
Dibenzo(a,h)anthracene ND mg/kg 2 .35
Fluoranthene ND mg/kg 2.35
Fluorene ND mg/kg 2.35
r Indeno(1,2,3-cd)Pyrene ND mg/kg 2 .35
Pyrene ND mg/kg 2.35
r Surrogate Recovery o
Chloro-Octadecane 95.0
o-Terphenyl 101.
r 2-Fluorobiphenyl 100.
2-Bromonaphthalene 69.0
r
r
rComments: Complete list of References and Glossary of Terms found in Addendum I
12289804:18 Pace 7
r
ALPHA ANALYTICAL LABORATORIES
CERTIFICATE OF ANALYSIS
MAIM-MA-086 NH:200395-B/C CT:PH-0574 ME:MA086 RI:65
Laboratory Sample Number: L9810125-07 Date Collected: 17-DEC-1998
' S-7 Date Received : 18-DEC-98
Sample Matrix: SOIL Date Reported : 28-DEC-98
Condition of Sample: Satisfactory Field Prep: None
' Number & Type of Containers: 1-Glass
PARAMETER RESULT UNITS RDL REF METHOD DATES ID
PREP ANALYSIS
Solids, Total 86 . 0 0.10 30 254OG 22-Dec SN
Extractable Petroleum Hydrocarbons .. -46 98-1 21-Dec':24Dec HL
'
6-C18 Aliphatics 40.3 mg/kg 11.6
C19-C36 Aliphatics 20.5 mg/kg 11.6
C11-C22 Aromatics 39.9 mg/kg 11.6
' Naphthalene ND mg/kg 2.32
2-Methylnaphthalene ND mg/kg 2.32
Phenanthrene ND mg/kg 2.32
Acenaphthylene ND mg/kg 2.32
' Acenaphthene ND mg/kg 2.32
Anthracene ND mg/kg 2.32
Benzo(a) anthracene ND mg/kg 2.32
' Benzo(a)pyrene ND mg/kg 2.32
Benzo(b) fluoranthene NO mg/kg 2.32
Benzo(ghi)perylene ND mg/kg 2.32
Benzo(k) fluoranthene NO mg/kg 2.32
' Chrysene ND mg/kg 2.32
Dibenzo(a,h)anthracene ND mg/kg 2.32
Fluoranthene ND mg/kg 2.32
Fluorene ND mg/kg 2.32
' Indeno(1,2, 3-cd) Pyrene ND mg/kg 2 .32
Pyrene ND mg/kg 2.32
' Surrogate Recovery
Chloro-Octadecane 89.0 %
o-Terphenyl 90.0 s
' 2-Fluorobiphenvl 87.0 0
2-Bromonaphthalene 63 .0
' Comments: Complete list of References and Glossary of Terms found in Addendum I
12289804:18 Page 8
ALPHA ANALYTICAL LABORATORIES
' CERTIFICATE OF ANALYSIS
MA:M-MA-086 NH:200395-B/C CT:PH-0574 ME:MA086 RI:65
1 �
Laboratory Sample Number: L9810125-08 Date Collected: 17-DEC-1998
3-8 Date Received : 18-DEC-98
Sample Matrix: SOIL Date Reported : 28-DEC-98
Condition of Sample: Satisfactory Field Prep: None
' Number & Type of Containers: 1-Glass
' PARAMETER RESULT UNITS RDL REF METHOD DATES ID
PREP ANALYSIS
' solids, Total 87. 0 0.10 30 2540G 22-Dec SN
' Extractable Petroleum Hydrocarbons-, 46 98-1 21 Dec X24 Dec HL
C9-C18 Aliphatics 47.2 mg/kg 11.5
C19-C36 Aliphatics 22.6 mg/kg 11.5
C11-C22 Aromatics 44.8 mg/kg 11.5
Naphthalene ND mg/kg 2.30
2-Methylnaphthalene ND mg/kg 2.30
Phenanthrene ND mg/kg 2.30
Acenaphthylene ND mg/kg 2.30
Acenaphthene ND mg/kg 2.30
Anthracene ND mg/kg 2.30
Benzo(a)anthracene ND mg/kg 2.30
' Benzo(a)pyrene ND mg/kg 2 .30
Benzo(b) £luoranthene ND mg/kg 2.30
Benzo(ghi)perylene ND mg/kg 2.30
Benzo(k) fluoranthene ND mg/kg 2.30
' Chrysene ND mg/kg 2.30
Dibenzo(a,h)anthracene ND mg/kg 2 .30
Fluoranthene ND mg/kg 2.30
Fluorene ND mg/kg 2.30
Indeno(1,2,3-cd)Pyrene ND mg/kg 2.30
Pyrene ND mg/kg 2.30
Surrogate Recovery
Chloro-Octadecane 79.0 o
o-Terohenyl - 97.0 o
2-Fluorobiphenyl 94.0 7
2-Bromonaphthalene 78.0
Comments: Complete list of References and Glossary of Terms found in Addendum I
12209044:10 Paae 9
ALPHA ANALYTICAL LABORATORIES
' QUALITY ASSURANCE BATCH DUPLICATE ANALYSIS
Laboratory Job Number: L9810125
Parameter Value 1 Value 2 RPD Units
' - Extractable Petroleum Hydrocarbons for sample(s),. 01-08 - -
C9-CIS Aliphatics 88.0 79.9 10 mg/kg
C19-C36 Aliphatics 59.4 93 .9 45 mg/kg
' Cll-C22 Aromatics 88 .4 85.9 3 mg/kg
Naphthalene ND ND NC mg/kg
2-Methylnaphthalene ND ND NC mg/kg
Phenanthrene ND ND NC mg/kg
' Acenaphthylene ND ND NC mg/kg
Acenaphthene ND ND NC mg/kg
Anthracene ND ND NC ma/kg
' Benzo(a)anthracene ND ND NC mg/kg
Benzo(a)pyrene ND ND NC mg/kg
Benzo(b) fluoranthene ND ND NC mg/kg
Benzo(ghi)perylene ND ND NC mg/kg
' Benzo(k) fluoranthene ND ND NC mg/kg
Chrysene ND ND NC mg/kg
Dibenzo(a,h) anthracene ND ND NC mg/kg
Fluoranthene ND ND NC mg/kg
' Fluorene ND ND NC mg/kg
Indeno(1,2,3-cd) Pyrene ND ND NC mg/kg
Pyrene ND ND NC mg/kg
1
1
1
1
1
' 12289004:10 Page 10
1
ALPHA ANALYTICAL LABORATORIES
' QUALITY ASSURANCE BATCH BLANK ANALYSIS
Laboratory Job Number: L9810125
PARAMETER RESULT UNITS RDL REF METHOD DATES ID
PREP ANALYSIS
B1ank,.Analysis for sample(s) '01-08
Extractable PetroleumHydrocarbons _ .. 46 98-1 '2:1-Dec 23_=Dec HL
' C9-C18 Aliphatics 32.0 mg/kg 10.0
C19-C36 Aliphatics 20.0 mg/kg 10.0
C11-C22 Aromatics 33.1 mg/kg 10.0
Naphthalene ND mg/kg 2 .00
' 2-Methylnaphthalene ND mg/kg 2.00
Phenanthrene ND mg/kg 2.00
Acenaphthylene ND mg/kg 2 .00
t Acenaphthene ND mg/kg 2 .00
Anthracene ND mg/kg 2.00
Benzo(a)anthracene ND mg/kg 2.00
Benzo(a)pyrene ND mg/kg 2 .00
' Benzo(b) fluoranthene ND mg/kg 2.00
Benzo(ghi)perylene ND mg/kg 2.00
Benzo(k) fluoranthene ND mg/kg 2 .00
Chrysene ND mg/kg 2.00
' Dibenzo (a,h)anthracene ND mg/kg 2.00
Fluoranthene ND mg/kg 2 .00
Fluorene ND mg/kg 2.00
Indeno(1, 2, 3-cd) Pyrene ND mg/kg 2.00
' Pyrene ND mg/kg 2.00
Surrogate Recovery
' Chloro-Octadecane 83.0 %
o-Terphenyl 88.0 c
2-Fluorobiphenyl 85.0 %
t2-Bromonaphthalene 61.0
t
t12289804:18 Page 12
ALPHA ANALYTICAL LABORATORIES
' QUALITY ASSURANCE BATCH SPIRE ANALYSES
' Laboratory Job Number: L9810125
Parameter % Recovery
' Extractable Petroleum Hydrocarbons"LCS for. .sample(s) 01-08 .
Nonane (C9) 53
' Tetradecane (C14) 114
Nonadecane (C19) 93
Eicosane (C20) 126
' Octacosane (C28) 80
Naphthalene 61
Acenaphthene 104
Anthracene 128
' Pyrene 111
Chrysene 104
SII
1
12289805:18 Page 11
ALPHA ANALYTICAL LABORATORIES
' ADDENDUM I
' REFERENCES
30. Standard Methods for the Examination of Water and Wastewater. APHA-AWWA-WPCF.
' 18th Edition. 1992.
46 . Method for the Determination of Extractable Petroleum Hydrocarbons (EPH) ,
Massachusetts Department of Environmental Protection, (MADEP-EPH-96-1) ,
' January 1998.
' GLOSSARY OF TERMS AND SYMBOLS
' REF Reference number in which test method may be found.
METHOD Method number by which analysis was performed.
ID Initials of the analyst.
LIMITATION OF LIABILITIES
Alpha Analytical, Inc. performs services with reasonable care and diligence
normal to the analytical testing laboratory industry. In the event of an error, the
sole and exclusive responsibility of Alpha Analytical, Inc. , shall be to re-perform
the work at it's own expense. In no event shall Alpha Analytical, Inc. be held
' liable for any incidental consequential or special damages, including but not
limited to, damages in any way connected with the use of, interpretation of,
information or analysis provided by Alpha Analytical, Inc.
' We strongly urge our clients to comply with EPA protocol regarding sample
volume, preservation, cooling, containers, sampling procedures, holding times
and splitting of samples in the field.
12289804:18 Page 13
M M M M M M M M M M M M M M M M M I• M
ALPHA Eight Walkup Drive t- -
Westborough, MA 01581-t019 CHAIN OF CUSTODY RECORD N(,. .1 .) ..� /1 ,)
Analytical Laboratories, Inc. 508-898-9220 FAX 508-898-9193 and ANALYSIS REQUEST RECORD Sheet—L Of
Company Name: Pmjecl Nuuaber: I I'� Project Name/Locmion: ;Date Rm eceived lab Date Due: "p
.:. S �I Ck y I
v
l ( Prinj Po Number: W.gi-er T , lmclRetU E J
Company Address: [`S lLI(,v�s tD ne Valleg Place Phone Number 4Ul-333 - Project Manager: Alpha Job Nmllber (Labuse Duly)
Y
LinyC
coln I 23a2 Mike GejSse/ f�U YJ� ` V
FAX Naa:4Ul- 333-11225 �:
Container Codes: Method Preserve. MATRIX/SOURCE CODES
a; P=Plastic V=Vial u W
C=cube G=Glass (number or containers) [i MW=Monitoring Well RO=Runoll O=Outfall W=Well FL=Landfill
A=ArnberGlass 0 L=Lake/Pond/Ocean 1=Influent E=Effluent DW=Drinking Water
B=Bacteria Container rn N
A L5 P II A. 0=other v u R=River Stream S=Soil SG=Sludge B=Botlom Sediment
�• u u _ a Sampling X1=Other X2=Other
S a nt p 1 e I . D . Containers u c U y 0
° Analysis Requested
(LnbtUse Only)''. (number/type) ', .u. Z V) x O rn Date Time
lait'1 1 13.30 PI t (DEP MethOCI
1/6- S ✓ ✓ 13.3d
r
� I�U' S ✓ � 13:30
M 13:30
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S 5 1/G S ✓ ✓
x.� sD .5--� I�G S ✓ ✓ I,;SS
V& S ✓ `� 15:55
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s jU 5 ✓ J u:ss
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Sampler's Signature Affiliation Date Time
-, NUMBER TRANSFERS RELINQUISHED BY TRANSFERS ACCEPTED BY DATE TIME
ADDITIONAL COAd94 TS:
!�
8 �a�5 �vlgl
3
4
Form No. OOP/06-03
ALPHA ANALYTICAL LABORATORIES
' Eight Walkup Drive
Westborough, Massachusetts 01581-1019
' (508) 898-9220
MAIM-MA-086 NH:200395-B/C CT:PH-0574 ME:MA086 RI:65
' CERTIFICATE OF ANALYSIS
Client: Beta Engineering, Inc. Laboratory Job Number: L9810343
' Address: 6 Blackstone Vallev Place Invoice Number: 22103
' Lincoln, RI 02865 Date Received: 30-DEC-98
Attn: Michael Geisser Date Reported: 07-JAN-99
Project Number: 1421 Delivery Method: P1pha
Site: WINTER ISLAND
' ALPHA SAMPLE NUMBER CLIENT IDENTIFICATION SAMPLE LOCATION
L9810343-01 S-1 SALEM, MA
' L9810343-02 S-2 SALEM, MA
' Authorized by:
' James R. Roth, PhD - Laboratory Manager
01079911:19 Paae 1
ALPHA ANALYTICAL LABORATORIES
CERTIFICATE OF ANALYSIS
MAIM-MA-086 NH:200395-B/C CT:PH-0574 ME:MA086 RI:65
' Laboratory Sample Number: L9810343-01 Date Collected: 29-DEC-1998
' S-1 Date Received : 30-DEC-98
Sample Matrix: SOIL Date Reported : 07-JAN-99
Condition of Sample: Satisfactory Field Prep: None
' Number & Type of Containers: 1-Glass
' PARAMETER RESULT UNITS RDL REF METHOD DATES ID
PREP ANALYSIS
Solids, Total 83 . 1 0.10 30 254OG 04-Jan ST
Extractable Petroleum Hydrocarbons 46 98-1 31-Dec 05-Jan HL
C9-C18 Aliphatics 54 .8 mg/kg 12.0
' C19-C36 Ali hatics 49.5 mg/kg P g/ 4 12.0
C11-C22 Aromatics 37.8 mg/kg 12 .0
' C11-C22 Aromatics, Adjusted 37.8 mg/kg 12.0
Surrogate Recovery
' Chloro-Octadecane 85. 0 0
c-Terphenyl 92.0
2-Fluorobiphenyl 88.0 0
' 2-Bromonaphthalene 68 .0
Naphthalene ND mg/kg 2 .41
2-Methylnaphthalene ND mg/kg 2 .41
Acenaphthalene ND mg/kg 2 .41
' Acenaphthene ND mg/kg 2 .41
Fluorene ND mg/kg 2.41
Phenanthrene ND mg/kg 2.41
Anthracene ND mg/kg 2.41
' Fluoranthene ND mg/kg 2.41
Pyrene ND mg/kg 2.41
Benzo(a) anthracene ND mg/kg 2 .41
' Chrysene ND mg/kg 2 .41
Benzo(b) fluoranthene ND mg/kg 2 .41
Benzo(k) fluoranthene ND mg/kg 2 .41
Benzo (a)pyrene ND ma/kg 2.41
' Indeno(1,2, 3-cd)Pyrene NO mg/kg 2.41
Dibenzo(a,h) anthracene ND mg/kg 2.41
Benzo (ghi)perylene ND mg/kg 2.41
' Comments: Complete list of References and Glossary of Terms found in Addendum I
01079911:19 Page 2
1
ALPHA ANALYTICAL LABORATORIES
' CERTIFICATE OF ANALYSIS
tMAIM-MA-086 NH:200395-B/C CT:PH-0574 ME:MA086 RI:65
Laboratory Sample Number: L9810343-02 Date Collected: 29-DEC-1998
' S-2 Date Received : 30-DEC-98
Sample Matrix: SOIL Date Reported : 07-JAN-99
Condition of Sample: Satisfactory Field Prep: None
' Number & Type of Containers: 1-Glass
' PARAMETER RESULT UNITS RDL REF METHOD DATES ID
PREP ANALYSIS
Solids Total 90. 0.10 30 254OG 04-Jan ST
' Extractable Petroleum _Hydrocarbons _ 46" 98-1 31-Dec '05-Jan HL
C9-C18 Alipbatics 252. mg/kg 11.1
C19-C36 Aliphatics 24 .8 mg/kg 11.1
C11-C22 Aromatics 230. mg/kg 11.1
' C11-C22 Aromatics, Adjusted 225. mg/kg 11.1
Surrogate Recovery
' Chloro-Octadecane 89.0 0
o-Terphenyl 158.
2-Fluorobiphenyl 87.0 a
' 2-Bromonaphthalene 77.0
Naphthalene ND mg/kg 2.22
2-Methylnaphthalene 5.35 mg/kg 2.22
Acenaphthalene ND mg/kg 2.22
' Acenaphthene ND mg/kg 2.22
Fluorene ND mg/kg 2.22
Phenanthrene ND mg/kg 2.22
' Anthracene ND mg/kg 2.22
Fluoranthene ND mg/kg 2 .22
Pyrene ND mg/kg 2.22
Benzo(a)anthracene ND mg/kg 2.22
' Chrysene ND mg/kg 2.22
Benzo (b) fluoranthene ND mg/kg 2.22
Benzo(k) fluoranthene ND mg/kg 2 .22
Benzo(a)pyrene ND mg/kg 2.22
Indeno(1,2, 3-cd) Pyrene ND mg/kg 2 .22
Dibenzo (a,h)anthracene ND mg/kg 2.22
Benzo(ghi)perylene ND mg/kg 2.22
t
' Comments: Complete list of References and Glossary of Terms found in Addendum I
01079911:19 Page 3
1
ALPHA ANALYTICAL LABORATORIES
' QUALITY ASSURANCE BATCH DUPLICATE ANALYSIS
Laboratory Job Number: L9810343
Parameter Value 1 Value 2 RPD Units
' Solids, Total for sample(s) 01-02
Solids, Total 80. 81. 1 o
' Extractable Petroleum Hydrocarbons for samole(s) 01-02
C9-C18 Aliohaucs 22.1 19.1 15 mg/kg
C19-C36 Aliohatics 13.7 12.5 9 mg/kg
C11-C22 Aromatics 33 .6 27.4 20 mg/kg
1
t
1
1
1
1
1
1
' 01079911:19 Page 4
1
ALPHA ANALYTICAL LABORATORIES
' QUALITY ASSURANCE BATCH SPIKE ANALYSES
' Laboratory Job Number: L9810343
Parameter % Recovery
' Extractable Petroleum.Hydrocarbons LCS forsamnle(s) 01-02'
Naphthalene 66
' Acenaphthene 116
Anthracene 118
Pyrene 107
Chrysene 94
Nonane (C9) 51
Tetradecane (C14) 127
Nonadecane (C19) 110
' Eicosane (C20) 137
Octacosane (C28) 145
1
1
1
1
1
0307991i:19 Page 5
1
ALPHA ANALYTICAL LABORATORIES
' QUALITY ASSURANCE BATCH BLANK ANALYSIS
Laboratory Job Number: L9810343
' PARAMETER RESULT UNITS RDL REF METHOD DATES ID
PREP ANALYSIS
1 Blank Analysis for sample(s) 01-02
ExtractablePetroleumHydrocarbons 46 98-1 31-Dec 05-Jan HL
C9-C18 AliDhatics 18.9 mg/kg 10.0
C19-C36 Aliphatics 10.8 mg/kg 10.0
C11-C22 Aromatics 27.5 mg/kg 10.0
C11-C22 Aromatics, Adjusted 27.5 mg/kg 10. 0
' Surrogate Recovery
Chloro-Octadecane 102. o
o-Terphenyl 90.0 0
2-Fluorobiphenyl 91.0 0
2-Bromonaohthalene 70.0 s
' Naphthalene ND mg/kg 2 .00
2-Methylnaphthalene ND mg/kg 2.00
Acenaphthalene ND mg/kg 2.00
Acenaphthene ND mg/kg 2.00
' Flucrene ND mg/kg 2.00
Phenanthrene ND mg/kg 2.00
Anthracene ND mg/kg 2.00
Flucranthene ND mg/kg 2.00
' Pyrene ND mg/kg 2.00
Benzo(a)anthracene ND mg/kg 2.00
Chrysene ND mg/kg 2.00
' Benzo(b) fluoranthene - ND. mg/kg 2.00
Benzo(k) fluoranthene ND mg/kg 2.00
Benzo(a)pyrene ND mg/kg 2.00
Indeno(1,2, 3-cd) Pyrene ND mg/kg 2.00
' Dibenzo(a,h) anthracene ND mg/kg 2 . 00
Benzo(ghi)perylene ND mg/kg 2. 00
' 01079911:19 Page 6
ALPHA ANALYTICAL LABORATORIES
' ADDENDUM I
REFERENCES
' 30. Standard Methods for the Examination of Water and Wastewater. APHA-AWWA-WPCF.
18th Edition. 1992.
' 46. Method for the Determination of Extractable Petroleum Hydrocarbons (EPH) ,
Massachusetts Department of Environmental Protection, (MADEP-EPH-98-1) ,
' January 1998.
1
' GLOSSARY OF TERMS AND SYMBOLS
REF Reference number in which test method may be found.
METHOD Method number by which analysis was performed.
ID Initials of the analyst.
' LIMITATION OF LIABILITIES
' Alpha Analytical, Inc. performs services with reasonable care and diligence
normal to the analytical testing laboratory industry. In the event of an error, the
sole and exclusive responsibility of Alpha Analytical, Inc. , shall be to re-perform
the work at it' s own expense. In no event shall Alpha Analytical, Inc. be held
' liable for any incidental consequential or special damages, including but not
limited to, damages in any way connected with the use of, interpretation of,
information or analysis provided by Alpha Analytical, Inc.
t We strongly urge our clients to comply with EPA protocol regarding sample
volume, preservation, cooling, containers, sampling procedures, holding times
and splitting of samples in the field.
010]9911:19 Page
ALPHAright Walkup Drive CHAIN OF CUSTODY RECORD No r c
Westborough, MAO 1581-1019 9 9 J 5 U
Analytical Laboratories, Inc. 508-898-9220 FAX 508-898-9193 and ANALYSIS REQUEST RECORD Sheet / nf�
Company Name: Project Nmm1'er' Project Nwne/Location: ' ,Dale Rreeelyed hi Lub:- Dole Due:
Iy2l 'nier 715 lane 5 — of 6(
L?E7A ENIrl NLE�'I tlCr 110,Nomber:
Company Address: Phone Number:y°f-i 3 .-Z�'�2 Prnlecl Manager: ;Alpha 706 Nuil el'"(1..6 es0 Only)
(o BlackStr,✓�e Valley Place M (�kael G-efsse ✓ r "l �l� l "' k
( incoIri � Z 628(;_5 FAxNr�.:yol-»'i 1225 �� * . �
Contalner Codas: Method Preserve. MATRIX/SOURCE CODES
P=Plastic V=Vial U Ii
C=Cabe G=Glass (rlmnnerofcanatnenl MW=Monitoring Well RO=Runoff O=Outfall W=Well FL=Landfill
A=Amber Glass p L=Lake/Pond/Ocean I=Influent E=Effluent DW=Drinking Water
B=Bacteria Container (n U
o=ower � N � R=River Stream S=Soil SG=Sludge O=Bottom Sediment
" L a �) '# ;•_ Containers `�- •5 , -5
Sampling X1=Other X2=Other
(Lan Use Only), S a m p l e I . D . (number/type)e) ° U Analysis Requested
YI D z x -5 Date Time
S"- I 116- S / t X189 f4ob E P 14
S - 2 I��' s t9�gl t`f0p EPli
emy: r c Y
Ci<
3
q -
NA <
Sampler's Signanue Allillation Date Time NUMBER TRANSFERS RELINQUISHED BY TRANSFERS ACCEPTED BY DAT TIME
ADDITIONAL COMMENTS I �l- m c — , `r I y" r/t
/,�. /.i.:' c ,
v"
3
4
Form No, OOP/06-03
310 CMR: DEPARTMENT OF ENVIRONMENTAL PROTECTION
10:99: continued
DEP File No.
(To be provided by DEP)
Form 4
Commonwealth City/Town Salem
ojMassachusetts -
Applicant Salem
Building Department
Notice of Intent
Under the
Massachusetts Wetlands Protection Act,G.L.c. 131§40
and
Application for a Department of the Army Permit
Part 1: General Information
1. Location: Street Address Winter Island
Lot Number N/A
2. Project: Type Site Improvements Description Removal of approximately 10 underground
storage tanks
3. Registry: Country Bristol_ Current Book &Page
Certificate(if Registered Land) N/A
4. Applicant Town of Salem
Tel.(978)745-9595
Address 1 Salem Green,Salem MA 01970
5. Property Owner Town of Salem - Tel.(978)745-9595
Address l Salem Green Salem MA 01970
6. Representative Beta EneLneerine Inc Tel.(781)255-1982
Address 1420 Providence Highway Suite 117 Norwood.MA 02062
7. a. Have the Conservation Commission and the Department's Regional Office each been sent,by
certified mail or hand deliver,2 copies of completed Notice of Intent,with supporting plans and
documents?
Yes X No _
b. Has the fee been submitted? Yes No Fee exempt:Municipality
c. Total Filing Fee submitted
d. Cityfrown Share of Filing Fee N/A State Share of Filing Fee
(Sent to City/Town) (1/2 of fee in excess of$25,sent to DEP)
e. Is a brief statement attached indicating how the applicant calculated the fee?
Yes No N/A
4/1/94 310 CMR-411
310 CMR: DEPARTMENT OF ENVIRONMENTAL PROTECTION
10:99: continued
8. Have all obtainable permits, variances and approvals required by local by-law been obtained or
applied for? Yes X NA _
Obtained Applied for: Not Applied For: _
Department of Public Health
Salem Fire Dept.
9. Is any portion of the site subject to a Wetlands Restriction Order pursuant to G.L.c. 131,§40A or
G.L.c. 130,§105? No
10. List all plans and supporting documents submitted with this Notice of Intent.
Identifying
Number/Letter Title,Date -
1 of 1 Site Plan
11. Check those resource areas within which work is proposed
a. 0 BufferZone
b. Inland
Bank' Land Subject to Flooding
Bordering Vegetated Wetland' Bordering
Land Under Water Body&Waterway* R Isolated
c. Coastal
Land Under the Ocean' Designated Port Area'
Coastal Beach' Coastal Dune
Barrier Beach* Coastal Bank
Rocky Inter-tidal Shore* Salt Marsh'
Land Under Salt Pond* Land Containing Shellfish'
Fish Run*
• Likely to involve U.S. Army Corps of Engineers concurrent jurisdiction. See General Instructions for
Completing Notice of Intent.
4/1/94 310 CMR-412
310 CMR: DEPARTMENT OF ENVIRONMENTAL PROTECTION
10:99: continued
12. Is the project within estimated habitat which is indicated on the most recent Estimated Habitat Map
of State-Listed Rare Wetlands Wildlife(if any)published by the Natural Heritage and Endangered
Species Program?
YES [ ] NO [ X1 Date printed on the Estimated Habitat Map
NO MAP AVAILABLE [ ] (if any)—
If yes, have you sent a copy of the Notice of Intent to the National Heritage and Endangered
Species Program via the U.S. Postal Service by certified or priority mail (or otherwise sent in a
manner that guarantees delivery within two days)no later than the date of the filing of this Notice
of Intent with the conservation commission and the DEP regional office?
YES [ ] NO [ ] NA
If yes, please attach evidence of timely mailing or other delivery to the National Heritage and
Endangered Species Program. .
Part It: Site Description
Indicate which of the following information has been provided(on a plan,in narrative description or calculations)to
clearly and accurately describe existing site conditions.
Identifying
NumberiLetter
(of plan,narrative
or calculations)
Natural Features:
1 Soils
I Vegetation
1 Topography
I Open water bodies(including ponds and lakes)
I Flowing water bodies(including streams and rivers)
N/A Public and private surface water and ground water supplies on or
within 100 feet of site
N/A Maximum annual ground water elevations with dates and locations
of test
I Boundaries of resource areas checked under Part 1,Item 11 above
N/A Other
Man-made Features:
1 Structures(such as building,piers,towers and headwalls)
I Drainage and flood control facilities at the site and immediately
off the site, including culverts and open channels (with inverts),
dams and dikes
N/A Subsurface sewage disposal systems
N/A Underground utilities
4/1/94 310 CMR-413
310 CMR: DEPARTMENT OF ENVIRONMENTAL PROTECTION
10:99: continued
I Roadways and parking areas
I Property boundaries,easements and rights-of-way
N/A Other
Part III: Work Description
Indicate which of the following information has been provided(on a plan, in narrative description or calculations)to
clearly and accurately describe work proposed within each of the resource areas checked in Part 1,Item II above.
Identifying
Number/Letter
(of plan,narrative
or calculations) -
Planview and Cross Section of:
I Structures(such as building,piers,towers and headwalls)
I Drainage and flood control facilities, including culverts and open
channels(with inverts).dams and dikes
N/A Subsurface sewage disposal systems&underground utilities
1 Filling, dredging and excavating, indicating volume and
composition of material -
N/A Compensatory storage areas, where required in accordance with
Part III, 10.57(4)of the regulations.
N/A Wildlife habitat restoration or replication areas
N/A Other
Point Source Discharge:
N/A Description of characteristics of discharge from point source(both
closed and open channel), when point of discharge falls within
resource area checked under Part I,Item II above,as supported by
standard engineering calculations, data and plans, including but
not limited to the following:
1. Delineation of the drainage area contributing to the point of discharge;
2. Pre-and Post-development peak run-off from the drainage area at the point of discharge,for at least the 10-
year and 100-year frequency storm;
3. Pre-and post-development rate of infiltration contributing to the resource area checked under Part I,Item II
above;
4. Estimated water quality characteristics or pre-and post-development run-off at the point of discharge.
4/1/94 310 CMR-414
310CMR: DEPARTMENT OF ENVIRONMENTAL PROTECTION
10:99: continued
Part IV: Mitigating Measures
1. Clearly, completely and accurately describe, with reference to supporting plans and calculations where
necessary:
(a) All measures and designs proposed to meet the performance standards set forth under each
resource area specified in Part II or Part III of the regulations;or
(b) why the presumptions set forth under each resource area specified in Part II or Part III of the
regulations do not apply.
Coastal Resource Area Type: Identifying number or letter of support documents
Inland
N/A
Coastal Resource Area Type: Identifying number or letter of support documents
Inland
N/A
4/1/94 310 CMR-415
310 CMR: DEPARTMENT OF ENVIRONMENTAL PROTECTION
10:99: continued
Coastal Resource Area Type: Identifying number or letter of support documents
Inland
2. Clearly, completely and accurately describe, with reference to supporting plans and calculations where
necessary:
(a) All measures and designs to regulate work within the Buffer Zone so as to ensure that said work
does not alter an area specified in Part I,Section 10.02(1)(a)of these regulations;or
(b) if work in the Buffer Zone will alter such an area,all measures and designs proposed to meet the
performance standards established for the adjacent resource area, specified in Part II or Part III of
these regulations.
X Coastal Salem Harbor Resource Area Type: Identifying number or letter of support documents
Inland Buffer Zone
Removal of approximately ten (10) underground storage Site Plan
tanks (UST's) will result in disturbance and excavation
within 100 feet of Salem Harbor (buffer zone). The tanks
are anticipated to be as follows:
• 6—5000 gallon aviation gas tanks
• 1—1500 gallon gasoline tank
• 1—1000 gallon fuel oil tank
• 1—500 gallon fuel oil tank
• 1—500 gallon gasoline tank
Due to the age of the tanks,the size,contents,and condition
are uncertain. Additionally, the location and number of
tanks may change, based upon field investigations.
Therefore, the tank removals and remediation will be
conducted as needed. All work will be conducted in
accordance with Massachusetts state regulation of the
Massachusetts Contingency Plan 310 CMR 40.00. Erosion
controls, including siltation fence and haybales, will be
installed prior to construction as noted on the plans.
Excavated tank graves will be backfilled with clean gravel.
4/1/94 310 CMR-416
310 CMR: DEPARTMENT OF ENVIRONMENTAL PROTECTION
10:99: continued
Part V: Additional Information for a Department of the Army Permit
I. COE Application No.
(to be provided by COE)
2. Salem Harbor
(Name of Waterway)
3. Names and addresses if property owners adjoining your property:
(See attachment)
4. Document other project alternatives(i.e.,other locations and/or construction methods,particularly those that
would eliminate the discharge of dredged or fill material into waters or wetlands).
5. 8-1/2" x I1" drawings in plarview and cross-section,showing the resource area and the proposed activity-
within the resource area Drawings must be to scale and should clear enough for photocopying.
Certification is required from the Division of Water Pollution Control before the Federal Permit can be issued.
Certification may be obtained by contacting the Division of Water Pollution Control, I Winter Street, Boston,
Massachusetts,02108.
Where the activity will take place within the area under the Massachusetts approved Coastal Zone Management
Program, the applicant certifies that his proposed activity complies with and will be conducted in a manner that is
consistent with the approved program.
Information provided will be used in evaluating the application for a permit and is made a matter of public record
through issuance of a public notice. Disclosure of this information is voluntary;however,if necessary information is
not provided,the application cannot be processed nor can a permit be issued.
I hereby certify under the pains and penalties of perjury that the foregoing Notice of Intent and accompanying plans,
documents and supporting data are true and complete,to the best of my knowledge.
afore of t ete Strout,Building Inspector Date
Signaturb of Applicant's Representati e Date
Form "Exception to ENG Form 4245 approved by HOUSACE 6 May 1982"
NED 100 (Test)
1 MAY 82 "This document contains a joint Department of the Amry and state of Massachusetts application
for a permit to obtain permission to perform activities in the United States waters.The Office of
Management and Budget(OMB)has approved those questions required by the US Army Corps of
Engineers. OMB Number 072-0036 and expiration date of 30 September 1983 applies". This
statement will be set in 6 point type.
4/1/94 310 CMR-417
AFFIDAVIT OF SERVICE
Under the Massachusetts Wetlands Protection Act
I, Sean Scully, hereby certify under the pains and penalties of perjury that on or about Jamuary 6, 1999, I
gave notification to abutters in compliance with the second paragraph of Massachusetts General Laws
Chapter 131, Section 40, and the DEP Guide to Abutter Notification dated April 8, 1994, in connection
with the following matter:
A Notice of Intent filed under the Massachusetts Wetlands Protection Act by the City of
Salem Building Department with the Salem Conservation Commission on January 6,
1999,for property located at Winter Island.
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.
Name Date I Dat S
r
Notification to Abutters Under the
Massachusetts Wetlands Protection Act
In accordance with the second paragraph of Massachusetts General Laws Chapter 131, Section 40, you are
hereby notified of the following:
A. The name of the applicant is the City of Salem Building Department.
B. The applicant has filed a Notice of Intent with the Conservation Commission of the municipality of
Salem, seeking permission to remove, dill, dredge or alter an Area Subject to Protection Under the
Wetlands Protection Act(General Laws Chapter 131,Section 40).
C. The address of the lot where the activity if proposed is Winter Island. The project includes the
removal of approximately 10 underground storage tanks.
D. Copies of the Notice of Intent may be&ptnined at the Salem Conservation Commission, Town Hall,
1 Salem Green,Salem,MA 01970
between the hours of 11:30 AM and 12:30 PM on the following days of the week:
Monday through Friday.
For more information call:(978)745-9595.
E. Copies of the Notice of Intent may be obtained from the applicant's representative, BETA
Engineering, Inc. by calling (781) 255 - 1982 between the hours of 8 AM and 5 PM, Monday
through Friday.
F. Information regarding the date, time, and place of the public hearing may be obtained from BETA
Engineering,Inc.
by calling (617)255- 1982 between the hours of 8 AM and 5 PM,Monday through Friday.
Check one: This is the applicant_,representative X or other_(specify):
Note: Notice of the public hearing, including its date, time, and place, will be published at least five (5)
days in advance in the Salem Evening News.
Note: Notice of the public hearing, including its date, time, and place, will be posted in the Town Hall
not less than forty-eight(48)hours in advance.
Note: You also may contact your local Conservation Commission or the nearest Department of
Environmental Protection (DEP) Regional Office for more information about this application or
the Wetlands Protection Act. To contact DEP,call:
DEP Northeast Regional Office: 978-661-7677
1-07-1999 10:21AM FROM 508 7d0 0d0d P- 1
COVER
SHEET FAX
To: Sean Scully, BETA
Fax#: 781 255 1974
Subject: Winter Island Park
Date: January 7, 1999
Pages: 1, including this cover sheet.
COMMENTS:
Sean:
This fax shall serve as the certified abutters list. There is only one abutter as follows:
Subject property: Map 43 Lot 1, 50 Winter Island Road- Owner: City of Salem
Abutter: Map 44 Lot 36, 37 Winter Island Road-Owner:
TRS of Plummer Farm School
37 Winter Island Road
Salem,MA 01970
The public hearing will be scheduled for Jan 28, 1999 at 7:00pm.
Stev
From the desk of...
Stephen Dibble
Assistant Planner
city of Salem, Planning Dept.
One Salem Green
Salem,NIA..01970
(978)745 9595 ext.311
Fax:(978)740 0404
1
Stormwater Management Form
This form is intended to ensure that proposed stormwater control designs meet the stormwater management standards
described in the Department of Environmental Protection's Stormwater Management Policy(November )996). The Depart.
ment of Environmental Protection (DEP) recommends that applicants submit this form with the Notice of Intent, as well as
supporting documentation and plans, to provide stormwater information for conservation commission review. If a particu.
lar stormwater management standard cannot be met, information should be provided to demonstrate how adequate water
quality and water quantity protection will be provided by the project. DEP encourages engineers to use this form to certify
that the project meets the stormwater management standards as well as acceptable engineering standards. This form should
be completed by checking the appropriate boxes for each standard and by signing and stamping the back of this form.
Project Location' Winter Island, Salem, MA
❑ The proposed project is/fit(circle one exempt from one or more of the stormwater management standards.
If project is exempt,explain why: Underground Storage Tank .Removal Only
Stormwater runoff volumes to be treated for water quality are based on the following calculations:
(check one that applies) NA
•❑ 1 inch of runoff x total impervious area of post-development site for critical area (e.g.Outstanding Resource
Waters and shellfish growing areas)
❑ 0.5 inches of runoff x total impervious area of post-development site for other resource areas
Standard#1: Untreated stormwater (See plan_� NA
❑ The project is designed so that new stormwater conveyances(outfalls/discharges)do not discharge untreated
stormwater into,or cause erosion to,wetlands or waters.
Standard#2: Post-development peak discharge rates (See plan NA
❑ Post-development peak discharge rates do not exceed pre-development rates on the site either at the point of discharge
or downgradient property boundary.
❑ N/A:project site contains waters subject to tidal action,so standard is not applicable.
❑ Stormwater controls have been designed for the 2-year and 10-year.24-hour storms.,
❑ The project's stormwater design will not increase flooding impacts offsite from the 100-year,24-hour storm.
Standard#3: Recharge to groundwater (See plan 1 .NA
❑ The annual groundwater recharge for the post-development site approximates annual recharge from existing
site conditions.
❑ Soil types have been identified according to either the U.S.Natural Resources Conservation Service(NRCS)County
Soils Survey or onsite soil evaluation.Calculations on stormwater flow are based on a soil hydrologic group
of .and total impervious area of (square feet).
❑ Soil types at each planned point of stormwater runoff infiltration include:
❑ Infiltration Best Management Practices(BMPS)used for this project include:
Standard#4: 80% TSS removal (See plan NA
❑ The proposed stormwater management systems will remove 80%of the post-development site's average annual
load of Total Suspended Solids(CSS).
❑ The BMPs selected for this project include(list BMPs with TSS removal rates):
(11/96)
Standard #5: Higher potential pollutant loads (See plan _) NA
❑ The project site does/does not (circle one)contain Land Uses with Higher Potential Pollutant Loads.
If site contains such land uses, describe:
❑ If applicable, BMPs selected for controlling stormwater in these areas are designed to prevent infiltration of
untreated stormwater and include:
Standard #6: Protection of critical areas (See plan NA
❑ The project site does/does not(circle one)contain critical areas with sensitive resources.
If site contains critical areas. describe:
❑ If applicable,BMPs selected for stormwater discharges in these'areas include:
Standard#7: Redevelopment projects (See plan NA
❑ The proposed activity is/is not(circle one)a redevelopment project.
Note: Components of redevelopment projects which plan to develop previously undeveloped sites do not fall under
the scope of Standard 7.
❑ If the project is a redevelopment project, the following stormwater management standards have been met:
p
❑ The standards which have not been met include:
O The proposed project will reduce the annual pollutant load on the site with new or expanded stormwater controls.
Standard#8: Erosion/sediment control (See plan_) NA
EJ Erosion and sediment controls are incorporated into the project design to prevent erosion,control sediment
movement,and stabilize exposed soils.
Standard #9: Operation/maintenance plan (See plan NA
❑ M operation and maintenance plan for both construction and post-development stormwater controls has been
developed. The plan includes BMP ownerfs);parties responsible for operation and maintenance;schedule for
Inspection and maintenance; routine and non-routine maintenance tasks;and provision for appropriate access
and maintenance easements surrounding control(s)and extending to public right-of-way.
------------------------
I attest under the penalties of perjury that I have personally examined and am
familiar with the information contained in this submittal,including any
and all documents,accompanying this certification statement;and that I
am fully authorized to make this attestation on behalf of the project
applicant.
116 A?Print Name D to (Stamp/Signature)
r
Checklist for Review of Activities in the Riverfront Area
The Department of Environmental Protection(DEP)recommends that conservation commissioners consider the following
checklist of questions when reviewing information provided by applicants in the.Notice of Intent Supplemental Form for
RNeditm:Area For morn information, refer to the "Guldance for Implementation of the Rivers Protection Act Amend-
mens to the Wedands Protection Act"Issued by DEP in November 1996.
Geographic Jurisdiction
1:6 Is there a river or stream on or near the project site? Yes
Has the-mean annual high-water line been correctly delineated? Yes
.12 Have the Inner and Outer Riparian Zones been correctly delineated? No
'® Have all other resource areas within the Riverhont Area been correctly delineated? No
J Activity jurisdiction
1 Is the proposed work exempt or grandfathered under the Rivers Protection Act? No
❑ if so,have copies of appropriate documentation(e.g.,copy of the building permit)been included? NA
(Note:The filing of the Notice of Intent and the Supplemental Form for Riverfrom Area assumes the project is
subject to the Wetlands Protection Act.If the proposed work is exempt or grandfathered from the Rivers Protection
Act,follow.standard.NOI review procedures for other wetland resource areas.]
Application of performance standards '
No prmdcabk alternatives:
The goal of evaluating project alternatives is to identify any options for locating a project so that impacts to the Riverfront
Arca are avoided or minimized. In plarming a project, the applicant must consider different options that would meet this
goal Alternativts that would result in greater or equal adverse impacts should not be evaluated When reviewing project
alternatives, consider.•
W What is the project purpose? UST Removal
® How much alteration of the Rivetfront Area is proposed? Only areas of tank removals as shown on plans
® Could the project be Ibcated outside the Rivefront Area? No
® Could the project be located further from the river or stream? No
DEP has determined that the scope of allermadws considered should reflect the size and type of project, and has estab-
Ushed guidelines which spell out the required range of alternatives for consideration based on project type. For example:
for a single family home on a lot dim existed as 4f August 1, 1996, the alternatives would be different locations on the lot;
for a small commercial project such as a coffee shop, the alternatives should consider currently or formerly owned adja-
cent lots as well as d(fferent locations and designs on the lot Use the guidelines attached ro the checklist to venify that the
correct project category was selected and the appropriate scope of alternatives was considered.
® Has the applicant done an appropriate alternatives analysis based on the project purpose? Tanks must be removed
ID96 (over)
M Are any altema6ves practicable?
* Are any alternatives technically feasible(i.e.*,are they possible given the physical`site conditions
or local zoning requirements)? No
• Do any alternatives increase the cost of the project? Is the increase in cost reasonable for that
type of applicant in general,not the applicant in particular?For example,is the added cost of an
alternative reasonable to expect for a builder of a single family home,not for Mrs.Hanson or W.
Talbot in particular? No
To evaluate whether the cost of an alternative is reasonable,compare the costs of similar projects
recently proposed by similar types of applicants. NA
® Will any practicable alternatives have less adverse impacts on the Riverfront Area? No -
Practicable alternatives with less adverse impacts must be selected.If a practicable alternative
would have no identifiable difference in impact,the proposed project rather than the alternative
sliould be allowed,but the no significant adverse impact standard(see below)must still be met.
No significant adverse impacts:
M How much alteration is planned in the Inner and outer Riparian Zones of the Riverfront Area? As minimal as
0 - Does the project meet the specrnea criteria?? possible
0 meets performance standards for all other resource areas?
�{7 undisturbed vegetation in the 100-foot Inner Riparian Zone(15 feet in 25-foot Riverfront Area)?
1 alteration in the 100-foot Outer Riparian Zone limited to 5,000 square feet or 20%,whichever is greater*?
RCI meets performance standards for stormwater management**?
91 no adverse effects on tare species or certified vernal pools?
If the project meets these criteria and there are no practicable alternatives,the project
should be approved with any necessary conditions.
Certain types of activities evaluated on a case-by-case basis may not be able to meet the criteria above and yet still may
have no significdm adverse impacts on the Riverf vnt Area These projects may include footpaths, minor landscaping,or
redevelopment of a previously developed site.As with other aspects of the Wetlands Protection AcG the issuing authority
has the discretion to make decisions on a case-by-case basis. This step involves an assessment of the applicant's demon-
stration that the project will have no significant adverse impact even though one or more of rhe criteria were not mer.
O If any of the criteria are not met,will the project have significant adverse impacts on the Riverfront Area?
NA
® Has the applicant identified precautions,design considerations,and construction techniques that will avoid and/or
minimize impacts to the Riverfront Area?
NA
!Note:Projects on single family house lots that existed prior to August 1, 1996 should meet the performance
standards noted above wherever possible.However,applicants should minimize all project impacts if performance
standards cannot be met.)
If the conservation commission agrees that there are no practicable alternatives and the
project will have no significant adverse impacts on the Riverfront Area,the project should
be approved with any necessary conditions.
'flus perfonoance standard is waived forthe 10-toot outer Riparian Zone when tae Rivufiont Area is 25 tett
"The Depuunent•s StonnweerManagement policy identifies nine perfannu=sraodanis for aomm atermanagenKnt.Stoemwuermanagement is not squired
for single family houses and small sotm ividoo pnsjear as de=*ed in dr policy.
i
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CON
OL aS Pool -
NOTES FOR EXISTING UTILITIES
1. ALL INFORMATION GIVEN ON THE DRAWINGS OR IN THE OTHERUST
CONTRACT DOCITMENTF TIELATING TO SUBSURFACE AND OTHER
f \ I
CONDITIONS, NATURAL PHENOMENA, EXISTING PIPES, CONDUITS AND I — /
', ' AREAS 7
OTHER SUCH UTILITIES AND BUILDING STRUCTURES IS FROM THE 9A SEPr/c TANKmA�g2ulE
ht1 - I 1 "C.bSo+L U�c
BEST SOURCES AT PRESENT AVAILABLE. TO THE OWNER. ALL SUCH STTT;Ma,,p, R12E NrpgT /
INFORMATION IS FURNISHED ONLY FOR INFORMATION AND a DeLive-ty L ( /�i�c�z erc
CONVENIENCE OF BIDDERS AND IS NOT GUARANTEED. DDlLlrcgy 0.64L ( .
2 . THE OWNER DOES NOT WARRANT OR GUARANTEE THAT THE SUBSURFA^_: I \
A RSA a�AGE LS _ / oM I
On OTHER CONDITIONS, NATURAL PHENOMENA, EXISTING PIPES OR �—� 7 rANcc y7G
TURES ENCOUNTERED DURING CONSTRUCTION WILL BE ( I
OTHER STRUCTURES
THE SAME AS THOSE INDICATED ON THE DRAWINGS OR IN THE OTHER SN ��J /r EI
CONTRACT DOCUMENTS. Q SV
3 . NO BIDDER AND/OR CONTRACTOR SHALL USE ANY OF THE
INFORMATION MADE AVAILABLE TO HIM OR OBTAINED IN ANY I '70L,
OL REo
EXAMINATION MADE BY HIM IN ANY MANNER AS A BASIS OF OR nAx° LIGHTS
7 GROUND FOR ANY CLAIM OR DEMAND AGAINST THE OWNER OR THE
Ilk
ARCHITECT/ENGINEER, ARISING FROM OR BY REASON OF ANY
VARIANCE WHICH MAY EXIST BETWEEN THE INFORMATION MADE t�-*SeLctA4E ELEc' sLe< coN°ul� — -- -
�6ekILHIMa N011T
AVAILABLE ANT_' THE SUBSURFACE CONDITIONS, OR OTHER _ o etEc*ucseLRCRuaNr
CONDITIONS, NATURAL PHENOMRNA, EXISTING PIPES OR OTHER -� `"�' • r
STRUCTURES ACTUALLY ENCOUNTERED DURING THE CONSTRUCTION
EXCEPT AG MAY OTHERWISE BE EXPRESSLY PROVIDED FOR IN `
WORE,
THE CONTRACT DOCUMENTS. �' Jf _ �NpERopO4Np -
+may \ � _ ` ' •'\ \ GIBCe/°R OM GAgA i�ie�•7I 1
NOTES FOR LOCATION t -- — �f\ cn p !
OF PROPOSED FACILITIES \ `\` \ s t N8 r�vp + M
/ 1 / \ s: t
4 . THE CONTRACTOR SHAT-T, FURNISH TO THE OWNER SUCH ASSISTANCE / 4
_ / \\ I
A5 MAY BE NEEDED FOR CHECKING LINES AND GRADES AND MAKING \` _ -���f ^'' ' \ \ ' '+- I II 1u +ir/ aGE
OTHER MEASUREMENTS IN CONNECTION WITH THE WORK. THIS
'ILL
"UU
REQUIRE THE PART-TIME SERVICES OF ONE OR TWO PERSONS OF THE
CONTRACTOR' S ORGANIZATION. SUCH HELP SHALL BE FURNISHED
PROMPTLY, WHEN EVER NEEDED, IN ORDER NOT TO DELAY THP. WORK. // ?
c \
/ PuM� ' AREA, #
5 . THE CONTRACTOR MAY BE ALLOWED WITH V'rr'NER APPROVAL TO REVISE ✓�' / cR ` I' N°u�E \
THF' LAYOUT OF THE UNDERGROUND WORK BASED UPON A REVIEW OF F�
EXISTING INFORMATION AND THE RESULTS OF THE TEST PIT \
EXCAVATIONS.
't
6 . ALL 4C'RK WILL BE LOCATED SUBSTANTIALLY AS INDICATED ON TFE
DRAWINGS, BUT THE RIGHT IS RESERVED TO THE OWNER, ACTING
THROUGH A DULY AGTHORI7•ED REPRESENTATIVE, TO MAKE SUCH / /1
MODIFICATIONS IN LOCATION AS MAY BE FOUND DESIRABLE TO !
AVOID INTERFERENCE WITH EXIST; `]G WORK OR FOR OTHER COR 9,E CTFp TO CA TF NCC /114 (S
REASONS. WHERE FITTINGS, STRICTURES, ETC. ARE NOTED ON THE _ _ --
DRAWINGS, SUCH NOTATION IS FC THE CONTRACTOR'S CONVENIENCE
AND DOES NOT RELIEVE HIM FROT LAYING AND JOINTING DIFFERENT I ' OF
C d �E�
OR ADDITIONAL ITEMS WHERE RE-.UIRED TO COMPLETE THE WORK. ` (� r Jrl G►—�
W NT69 I S&AN D --
FL&A OF
� I �, Ti= R I S LAI�i�� IMPROVEMENTS-
Folz
U1� 1 _
REMa�.I+p1�L
CONTRACT 87- 01 12. S . qg
F. XI STING UNDERGROUND WORK _
DRAWING 70
1
St�L�I�
h�1�1�01�
500 GAL.
FUEL OIL
TANK
r—J
MAIN
ADMBLDG.TKMI I � I 1Tf1'
BLDG. VV V l�
l5LANO
l
-
-
SQA- - -
SEPTIC
TANK -
0 0 -
0 0
St�LI 7 -,1 �
HANGER
f
f -
CONCRETE 1 ,000 GAL.
CESS POOL FUEL OIL
�0�OLIINE STORAGE E 1 ,500 GAL. STORAGE TANK
a a "" °
TANK MANAGERS
2-5,000 GAL. OFFICE
AVIATION GAS
STORAGE TANKS � 3SEPTIC
TANK
/ EDGE OF
k
7-5,000 GAL. ////// PAVEMENT
L70 AVIATION GAS
STORAGE TANKS
4 00 GAL. \ NOTE.
5 'STORAGE DUE TO THE AGE OF THE TANKS, THE SIZE, CONTENTS,
ASO00 E S AND CONDITION ARE UNCERTAIN. ADDITIONALLY, THE
T
/ LOCATION AND NUMBER OF TANKS MAY CHANGE, BASED
UPON FIELD INVESTIGATIONS. THEREFORE, THE TANK
REMOVALS AND REMEDIATIONS WILL BE CONDUCTED AS
°ELECTRIC SEARCHUGHT / NEEDED. ALL WORK WILL BE CONDUCTED IN ACCORDANCE
WITH MASSACHUSETTS CONTINGENCY PLAN 310 CMR
SEAPLANE ELECTRIC 40.00. EROSION CONTROLS, INCLUDING SILTATION FENCE
BEACHING HOIST 2-5,000 GAL. AND HAY BALES, WILL BE INSTALLED PRIOR TO
AVIATION GAS CONSTRUCTION AS NOTED ON THE PLANS. EXCAVATED
TOP OF STORAGE TANKS TANK GRAVES WILL BE BACKFILLED WITH CLEAN GRAVEL.
LEGEND BANK
O UNDERGROUND STORAGE TANK � L /� STORAGE TANKS
(TO BE REMOVED) 6 - 5,000 GALLON UNDERGROUND AVIATION GAS STORAGE TANKS
1 - 1 ,000 FUEL OIL-x-x- SILTATION FENCE / / I 0./� 1 - 500 GALLOLN ON UND RGROUOND DFUEL OIL STOTRAGGE TANK TANK
HAY BALE EROSION CONTROLL
1 - 500 GALLON UNDERGROUND GASOLINE STORAGE TANK
1 - 1 ,500 GALLON UNDERGROUND GASOLINE STORAGE TANK
v
DRAWN By
_ . BETA Engineering, Inc. SCALE: roe
KLA ° Engineers * Scientists * Planners WINTER ISLAND IMPROVEMENTS
1420 Provlaence Hgwy. (Rte. 1) Nor ooa. MA 02062 '81 255.1982 fox: 781.255.1974 FILE NO. Winterlslond.dw
DEPT. ^,HECK 6 BlacMetone Valley Place Lincoln, Ri 02865 40,.333.2382 fox: 401.333.9225 UNDERGROUND STORAGE TANK
email: BETAOBETA—eng.com , ,. = 60' (UST) REMOVAL PROJECT
PROJ. CHECK
v, NUMBER DATE MADE BY CHECKED BY DESCRIPTION SS SALEM, MASSACHUSETTS SHEET 1
`. REVISIONS UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
E