0072 FLINT STREET - BPA-12-891 4_ . . a � � .
,. - -
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� �iY „�-� , � The Commonwealth oE Massachusetts
� � i;�i � Department of Public Safety
�i � )I.tu+drhu+rtlstildk� IfuildingCudc(78UC\IK)
''<r�.,..4 .
Duilding Permit Application for any Building other than a One-or'1'wo-Family Dwelling
� (This Sk•ction Fur Official Usc Onlv) - �
Iluilding Pcrmit Numbec . _ Uot� :\ppliial: _ UuildingOffirial: _- _
SEC`fION I: LOCA'170N(Please indicate Illuck#and Lot p fur IocaNuns fur which a street addr.sa is nut available)
_'1�._�'�intr ST.----- ��wl � t_ '�io _ 5�9��_SK�qE'---
�-- --------�'---
Nu. ,md StPcct Cily /Town Zip CaJc . - N,�mc uf IfuilJing(if appli.ablr) .
SGC'1'ION 2:PROPOSED WOIiK ..
IiJitiun�rf AI:\titalv Cadc usrJ. If Nc�a Cunslrudiun nc�ck hcrc O ur r6ctk.iU thet appl�• in thr twu ri�o�s hcl�iw
I��isting ISuilding�❑ Ri�pair❑ :Utcr,uiun ❑ A�Idition� Ucuwlitiun Ai((Plras�fill out,md submit Appondix I) �
Ch.mgr�rlUsc ❑ ChangrofOc.upanry ❑ Ofhcr ❑ Speri(y:---
:1rc buililing pl.ins.md/ur cunslructiun diM'umcnts 6cing supplicd as part of this pennit appliaatiun? Ycs ❑ �u.�-�-----
� Is�m Indupendcnt Strudural Engincering Pccr Rivicw rcyuired? Ycs ❑ Nu �
Uriel Dc+criptiiin of Pn�piiced 1Vurk:___
-- i��mv G r 0^� d nJ di�' ��H K� �)V,D �Od �i G5 �''d �CC_�S_—
N• , � —�o� � d -b'i��1.t7-�
— ui� i ai��—�,• ,000 � �o�n' � c. .t� R—EMH7hJ--
SECTION 3:COhiPLETE TFIIS SECTION IF EXIS"iING BUILDING UNDERGOWG RENOVA'PION,AUUff10N,OR
� � CFIANGE IN USE OR OCCUPANCY
Chcik hcru if.m Gsisting Building Investigation and Evaluation is cnclused (See 7ri0 CAIR.1�) p �
Esisling Usc Gruup(s): ___ PrupaseJ Usc Gruup(s): _ __._
M1
� - SECTfON 4: BUILDING HEICHT AND AREA • "
. � ' Existing Prupiacd
iVo.uf Flum:aJSturics(induJc b,isrment Ic��cls)&Ama Pcr Fluor(sy. ft.) �
1'utai :\rca(sy:ft,)and Tutal ticight(ft.) .
� ' tiECf10N 5:USE CRUUP(Check ae"a litable)
:\: Assembly A-1 ❑ .\-'_'❑ Nightdub ❑ :\,t ❑ A�❑ A•i❑ B: Businrss ❑ f:: [idu.ational ��
f: facto F-1 ❑ F?❑ fi: Ifi h Huard H-I ❑ H?❑ f-1-.t ❑ 1i--4❑ I�I-i❑
? I: Institutional 1-I ❑ 1-�❑ I-t❑ 1-1❑ \I: A4emantile❑ R: Residential R-I❑ R-'_❑ 2-3❑ li-! ❑
S: Sturage SI ❑ S?❑ U: Ulility O � Special Use O anJ plcas¢Jc+vibc beluw:
tiperial L!sc . .
SLCf10N 6:CONSTRUCI'ION�IYPF(Check as a licable)
- I,\ ❑ IB ❑ IIA ❑ IIB O � IIIA ❑ IIIB ❑ IV ❑ V,\ ❑ �'IS p
SEC�f10N 7:SI't'E INPOIiM1t.Cf10Y(refer tu iN0('�Ilt I71.0 for dMails on cach item)
Trench PrnniY. UcFtis Rcnwval:
lVater Supply: PIooJ Zune Infurmatiun: Sewage UisposaL• . -
Publir� �Chcrk if aulsiJc FIuoJ /_anc❑ InJicale municipal❑ .\ trrndi �rill nirt bc I.irrn.rd Div��us,d tiitc�
Pria.ilo❑ ��r inilvnliO' Lanc p ��r��n vilc sestrm❑ rryuirrd �ur IiPnch or.peci(�':.. __ _ .
__�{—__ . pormit is cnclu<i•J❑ _ .
� i RailruaJ nght-uf-w,ry: IlaiarJ.to �\ir Na�igahun: . . �..�. � .� ..� � . .. �. .. . , .
\��I :\�+�+lii,iblr❑ I>titrurlunt �cilhin eirp��rt.ippn,ei h ,vr.i' � Is thi•ir u�u w��,mplclrJ.'
�4Cnnxnlh� liudJi.nthnr�l ❑ l�n � ��r .\b❑ I li�❑ \n ❑
tif[CIIUN 8:<'UN1liNI'OF C8R7lFICATL't)F UCCGP:WCY
� FJili� n I l ndc: .. . . l ��n u�y.p I����. �I l� n.lrwh��n: �k�u�eut Ln,id ��i I L���r.
I�����. Ih l uil.lin� i nlain.in�� rin61�•r ti���lrni': ti��rri,il �hpul�lion. ... , �•.
k� �C� 5A �'� zo �.� r�o �s.� 2,
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, - ...y .. 978-745-4569
. . � Fax 978-745-4881
�D
CNGIN�ERING, INC.
BRUCE M. POOLE
- � President
- „ �
' � P.O. Box 848•45 Congress St., Salem, MA 01970 �
, �
� . .,
� The Commonwealth of Massachusetts
� ��{�, Department of Public Safety
�JU � Massachusetts State Building Code(780 CMR)
� Building Permit Application for any Building other than a One-or Two-Family Dwelling
(This Section For Offici�l Use Only) � � � �
Building Pemiit Number: Date Applied: � � � Building Official: �
SECTION 1:LOCATION(Please indiwte Block M and Lot#�for locations for which a street address is not available) �
. Na and Street City/Town Zip Code Name of 6uilding(if��pplicable)
� SECTION 2:PROPOSED WORK � �
Edi[ion of b1A State Cude used_ If New Construc[ion check hcrc�or check ell flia[apply in the two rows bclow
E�isluig Building❑ Repair❑ rVteration ❑ Addition❑ Demolition ❑ (Pleasc fill out and submit Appendix 1)
Change of Use ❑ Changc of Occupancy ❑ Othcr ❑ Specify: �
Are building plans and/or construction documcnts beuig supplied as part of this permit application? Yes ❑ No ❑
Is:m Independent Structural Engineering Peer Review reyuired? Yes ❑ Nu ❑
6rief Descrip[ion uf Propused Woek:
SECTION 3:COMPLETE THIS SECTION IF EXIS'tING BUILDWC UNDERGOING RENOVATION,ADDITION,OR
� CHANGE IN USE OR OCCUPANCY
Chcck here if an Existing 6uilding Investigation and EvaluaHon is enclosed (Sce 7R0 CMR:k4) ❑
Ezisting Use Group(s): Proposed Use Group(s):
SECTION 4:BUILDING HEIGHT AND AREA
Existing Proposed
� No.of Floors/Storics(include basement levcls)&Arca Per Fluur(sq.ft.)
Total Are�(sq.ft.)and Total Height(ft.) -
� SECTION 5:USE GROUP(Check as applicable) �
A: Assembly A-1❑ A-2❑ Nightclub ❑ A-3 ❑ A-4 ❑ A-5❑ B: Business ❑ E: Educational ❑
F: Facto F-1 ❑ F2❑ H: Hi h Hazazd H-1 ❑ H-2❑ H-3 ❑ H-4❑ H-S❑
L• Institutional I-1 ❑ �I-2❑ I-3❑ [-k❑ M: Mercantile❑ R: Residential R-1❑ R-2❑ R-3❑ R-4❑ �
S: Storage Sl ❑ S2❑ U: Utility❑ Special Use O and please describe below:
Speci�l Use:
SECTION 6:CONSTRUC7iON TYPE(Check as applicable)
IA ❑ IB ❑ IIA ❑ IIB ❑ llIA ❑ IIIB ❑ IV ❑ VA ❑ VB ❑
SECTION 7:SITE INFORMATION(refer to 780 CMR 111.0 for details on each item)
Warer Supply: Flood Zone InformaHon: Sewage Disposal: Trench Permit: Debris Removal:
Public❑ Check if outside Flood Zone❑ Indicate municip�l❑ �trench will no[be Licensed Disposal Sitc❑
reyuiicd�oc 4r�nch oc specify:
Priv�te❑ or inden[ify Zone: or on site system❑ P�rmit is endosed❑
' Railroad cighbof-way: tlazards to Air Navigation: yiA I Int�,n� l_�mm tt�un f2c,�i u 1 i � ry.s:
No[Applicable❑ Is Stmcture within uirport approach area? Is their review cumpleted?
or Cunsent to Bu ild enclosed❑ Yes O ur No❑ Yes❑ Nu ❑
SECTION 8:CONTEN7'OF CERT[FICATE OF OCCUPANCY
Edition uf Code: Use Group(s): Type uf Constr�cCion: Occupant Load per Floor:
Does the b�ilding iontaui an Sprinkler System?: Special S[ipulations: .
_ V� . 1 •
., . . i � _ _ �. ,. . 1 �
SECTIOIV 9: PROPERTY OWIVER AUTHORIZATION � � ',
Name and Address of Property Owner , . ,.
R� � �� Jt��.J �L�A� ��RaaDM,obR P�F.4CJ�y c9 i 96p
Name(Print) No.and Street City/Town Zip
Property Owner Contact Information: I,
. Title Telephone No. (busines� T ephone R�o. (cell) e-mail addTess
If a licable,the prop ty owner hereby aurtho/r�izes � �/�1G • �
��LLG�. �Od�- �L �V l�l'l� �c"�` �"- S�L� I� �� 7�
Name Street A dress City/Town State Zip ���
to act on the ro er owner s behelf, in all matters r�lative to wock authocized b this buildin ertnit a lication. ��
� SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 2) � � � �
If buildin is less[han 35,0(Hl cu.ft of enclosed s ace and or not�unAer Construction Control then check here O and ski SecHon 10.1
10.1 Re istered Professional Res onsible for ConstrucHon Control � � � � -
flav � �o �R�►wcc-IE�= � `�(�39
N�m� Re str�nt) Telep e N . e-mail�dd ss R ist hon N iber �
� �` o:�,a F�ssS'� d Pem �-� c7�9 �� 45� ,
S[reet Address City/Town State Zip Discipline Expiration Date '�
10.2 General Contractor � � � .
}�'"'c�- Lt_7 �XG�4 vyt �i�ISG
Company Namc �
C�zEna fi��� Psoilf (�s '-I' q i 6�
- Name of Person Responsible for Constructiun License No. and Type if Ap licable - -
�n 1.t5�ro (�ow '�J�ti�/�rQ� nA� c7► 9a�
Street Address - City/Tuwn � Sta[e Zip �
�-�ca�r��/ <:,�I( —_—_
Tcle hone No. business Tcle hone No. cell e-mail address
S6CTION 11:WORKtilS'CO��tP4�N5.1'LIOV W9UR:INCF.�FP'IDAVI'[ M.G.L.c.152. 25C 6 �
A Workers'Compensation Insur2nre Affidavit from the MA Deparhnent of Industrial Accidents must be completed and
submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of[he building permit.
Is a si ned Affidavit submit[ed with this a lication? Yes �No Q
- SECTION 12:CONSTRUCTION COSTS AND PE2MIT FE . �
Item Estimated Costs:(Labor
and Materials) Total Construc[ion Cost(from Item 6)_$
1. Building � Building Permit Fee=Total Construction Cost x_(Insert here
2.Electrical $ appropria[e mm�icipal factor)_$ _
3. Plumbing $
�1. Mechviical (HVAC) $ Note Minimum fce=$ (contact munici�ity)
s. Mechanical Other $ Endose check payable to �7i 1 � �
6.Total Cust phA $ ' ('� p p� (contact municipality)and write check number here
SECT[ON 13:SIGNATURE OF BUILDING PE2MIT APPLICANT
By entering nry naine below,I hereby attest under the pains and penal[ies of perjury that all of the infomiation contained in this
aPphca[ion is true and accura[e the best of my owledge and undc tanding. /
�ru.c�tPoo�e ��-�d� ��.¢=o - �78� _?� (c9 �/,9 /Z
Plea�e rin �nd si n name Ti[le Tele hon� u. Da[e
�� ���q��ss �-. �s�le� ,+�� �a �
Strcet Address City/Town S[a[e �p
i
\ � �
Municipal Inspector to fill out this secHon upon application approval: '
� Na�ie Date �
, • ? y' �
, �
,
� -
° Nlaysxchuse[t�- Dep:�rtment of.Publce Sufct� :
� � Board of Buildinr ftc;,�ulatiom:mcl St.m�:�rdti^:
Construction Supervisor Lieense -
- .License: CS 49169 - � � � �
Res[ricted to: 00 �°'.�.,,"'-�'� �"'�' - -
. . r . ����.�. . .
4,,f�
GLEN THOMPSON
20 LONGBOW RD .
� � DANVERS, MA 01923 ��� -� �
� �-"C^-�-s'/�`jr-` � Expiration:-3/28@012. ' .
. . . <'ummisviuner Tt#: 17893 . - �
' � -�`
t'1i�
. � ' . , Iin '� �`�
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JRN-11-2012 82 :42 PM T & W � EXCAVATIONMENT 1 781 598 9044 P. B4
WORKER8 COMPENBATION I
� TRAVELERS� AND
ON@ TOMER 9WARff EMPLOYERS 1IA91LITY POLICY
NARTPORO� C1' 061�3
CHAN�E DOCUMCNT WC 98 89 9s (00)
pOLICY NUMBER: (XHUB-8BB1 W93-2-11 )
CMANtiE EFFECTIVE OATE: 11-41-11 NCCI CO CODE: 13439
INSURER: THE TRAVELERS INDEMNI7Y COMPANY OF AMERICA
INSURED'9 NAME: GLEN THO►APSDN
DBA T6W EXCAVATION -
This chenge is Issued by that membet of The Trevelers Insurance Compenies which Issued the pollcy and torms
a part o(the policy. It is egreed thet the pollCy I�emended as follows:
An absence of an enUy in the premium spaces below meens thet lhe premlum adjustment, If any, wlll be mede al
tima of audlt.
ADDITIONAL PREMIUM S RETURN PREMIUM $
ADDITIONAL NON-PREMIUM S RETURN NON-PREMIUM $
The fo11ow1nH enttty addres� ts amentled to ro�d:
STATE LOCATION ENT CO ENTITV ADDRESS
HA 001 Ot 001 20 LON(�BOW ROAD
DANVERS
„� 01923-1637 �.
�
<�
^� The Pollowtng entlor�aments mre added:
� WC 89 OB O6 (00)-001
WC 88 06 08 (00)-001
o� WC B9 06 14 (00)'003
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� DATE OF ISSUE: 11 -28-11 TP CHANGE NO: 003 PAOE 001 OR LAST
POL. EFF. DATE: 10-22-11 POL. EXP. DATE: 10-22-1 Z �
OFFICE: NAT'L PRGM'S-ORL 713 j�,-�, s>�i� �j
;.�i:�., . ;1j7;:.'
PRODUCER: PREFERREO INS AOENCY INC 00715 }�_,,,,
masoe
COUNTERSIGNED AGENT
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Dr�o�OP Pl'8LlC PIlOPF4'1'y�8�Q��G CO�L�lISSIONE�
Construction Debrls Dtsposal Atttdavlt
(requircd for a11 demoliUon and renavation work)
►n aceondance with the sixth edition otlhe Stata Building Code, 180 CMR section t l I.S
Debda, �nd tha ProY���oy a fMCL c 40, 9 S4;
8uilding pertnit M i� isaued with the condition that the dcbria resulting from
thia wvrk aha11 be disposcd of i�a properly licenaed wnyte dispoaai faciliry aa dcfincd by MGL c
l I 1, S 1 SOA.
The debria will be transportcd by;
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(nama uf nau�ar)
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JAN-11-2812 92 :42 PM T & W EXCRVATIONMENT 1 783 598 9044 P_ 05
� 011T�lMAliONVY'fN)
�� CERTIFICATE Or LII�.BILITY INSURANCE iiio�sois
AS A MATTER OF INFORM
ATION
, vAooucm (978)632-Sd68 FAK: (97 )332-4Z17 ONLYCAND�CONFE�8N0 RIOHTS UPON TH! CQRTIFICAIE
B.K. MeCorthy Snsurmma �na7f� IQa• HOLD�R. THIS CERTIPiCATE DOE6 NOT AINEND EXTEND OR
10 ContOnnial
Drive ALIt1� IHt btidCRABC APFORDlD bY TH[ rOLICIW BHLOW.
Nowe 8ntrana� NAIC M
.. _._ MA 01960 INSURERS AFFORC�NA COVERAGE , _._._..... .
P�abody... . ---'- _... . ._.._ .... . . .
-.._. . ��� 2b66B
IMEU11[D IN9URERAtTrnV01'0ra Indomnity Co ,,.._
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x G N ¢XCAVATIO?7 Travelara Indemnity of �sses
INSURER 8: -"'-'--
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SP---
SHOULD ANV OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
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SP Englneering Inc ACCORDANCE WITH THE POLICY PROVISfONS.
Attn Bruce Pool
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ACORD 25(2009109) The ACORD name and logo are reglstered marks of ACORD �
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„ .
SITE-SPECIFIC
HEALTH AND SAFETY PLAN
72 FLINT STREET
SALEM, MA 01970
PREPARED FOR:
RIVERVIEW PLACE, LLC
5 BROADMOOR LANE
PEABODY, MASSACHITSETTS 01960
PREPARED BY:
DAVID L. BRAMLEY LSP
BRUCE M. POOLE
SP ENGINEERING, INC
45 CONGRESS STREET
SALEM, MA 01970
I
Health and Safety Plan ' �
72 Flint Street, Salem, MA • ,
TABLE OF CONTENTS
SECTION PAGE
1.0 INTRODUCTION.................................:..................................................................................1
2.0 BACKGROUND......................................................................................................................1
3.0 HEALTH AND SAFETY PLAN (HASP)........:......................................................................2
3.1 General...........................................................................................................................2
3.2 Information Program......................................................................................................2
3.2.1 Contaminants of Concern...................................................................................3
3.3 Hazazd Evaluarion and Communication.....................................................................10
3.4 Excavarions..................................................................................................................11
3.5 Work Zones..................................................................................................................14
3.5.1 Exclusion Zone..................................................................................................15
3.5.2 Personal and Equipment Contaminant Reduction Zone...................................16
3.5.3 Support Zone.....................................................................................................17
3.6 Personal Protection......................................................................................................17
3.6.1 Personal Protection in the Support Zone...........................................................18
3.6.2 Personai Protection in the Contaminant Reduction Zone.................................18
3.6.3 Personal Protection in the Exclusion Zone .......................................................20
3.6.4 Perimeter Air Monitoring .................................................................................22
3.7 Safety Practices and Worker Protection ......................................................................23
3.8 Communications and Emergency Procedures .............................................................24
3.9 Record Keeping ...........................................................................................................28
4.0 LIMITATIONS Zg
� � Health and Safety Plan
„ 72 Flint Street, Salem,MA
lA INTRODUCTION
SP Engineering, Inc. has prepared this Health and Safety Plan(HASP)to identify procedures to
be followed during contaminated soil removal, and other planned activities at the former Salem
Suede, facility located at 72 Flint Street in Salem Massachusetts (hereinafter the "Site"). Any
construction, excavation or remediation activities that may involve soil disturbance or removal
. and/or contact with groundwater at the Site must be conducted in acwrdance with the procedures
outlined herein for the protection of human health and safety.
2.0 BACKGROUND
The Site is located on the east side of Flint Street, south of Mason Street, and north of the
North River Canal in a prixnarily residential area of Salem,Massachusetts. The generally
rectangulaz lot contains 3.69 acres and it is identified on Map No. 6 as pazce126-0091-0.
The Site originally contained several interconnected multi-story structures that were
demolished in 2009. The first and second stories were of brick construction. The upper
floors were of wood framing and sheathing. There is a large paved azea at the Flint Street
entrance and a paved driveway access from Mason Street. The site slopes toward the North
River and approximately one-third of the property is in the Zone A floodplain. Based on the
topography of the Site, groundwater the groundwater flow direction is southerly toward the
North River.
The industrial buildings along the North River were placed on the Most Endangered List in 2000
due to constant threat of demolition. Since that time, three of the industrial buildings, including
Sa1em Suede, have been demolished; another,Bonfanti Leather is to be demolished in
conjunction with the redevelopment of the Sa1em Suede pazcel. The North River has been a
center of commerce since Salem's eazliest days. Before it was successively filled in the 19th and
20th centuries, the North River was navigable and served as a location for loading and unloading
goods from the late 18th cenhuy into the 19th century.
Current plans for the Site include the construction of 130 units of residential rental housing and a
parking garage.
1
Health and Safety Plan � �
72 Flint Street, Salem,MA • . _
3.0 HEALTH AND SAFETY PLAN (HASP)
31 General
This HASP is designed to establish policies and procedures for protecting the health and safety
of the public and workers during operations associated with, excavation and stockpiling
contaminated soil and other activifies that may result in soil disturbance, contact with
groundwater, or entry into confined subsurface spaces (utility work, etc.). Due to the
unpredictable and dangerous nature of these operations, identification, evaluation, and control all
possible hazazds is not possible. Strict adherence to this plan will reduce, not eliminate, the
potential for injury. Consequently, SP Inc. cannot and does not guarantee the health and safety
of on-Site personnel or the public. It shall be the responsibility of on-Site personnel to report all
potential hazazds to the Project Superintendent (PS), or the Site Health and Safety
Representative (HSR).
3.2 Information Program
To insure that all employees, contractors and subcontractors are awaze of a11 dangerous
substances, health hazazds, and other hazazds they may encounter while working at the Site, SP
Inc. has organized an Information Program (IP).
SP Inc. shall assist the Contractor in notifying employees, contractors and subcontractors of the
nature, level and degree of exposure likely as a result of operations at the Site. This plan is
intended to cover workers who are exposed to greater hazards than the general employee
population. Consequently, Ancillary personnel who do not enter the operations shall not be
covered under this HASP. Employees who regulazly enter the operations areas of the Site, such
as supervisors, surveyors, laborers, trades people and others who are exposed to levels
significantly above background are covered.
This HASP concentrates on those substances that will create the greatest risk to employees. Risk
assessment considers the following: substance toxicity,potenfial for exposure,proximity to toxic
substance, and availability of controls. For example, a level of exposure of a general population
that is not likely to exceed background levels would not normally require notification. Similazly,
2
e � Health and Safety Plan
. 72 Flint Street, Sa(em,MA
a level of exposure above background but below established permissible exposure limits also
would not require specific notificaUon. As a precaution, however, if levels aze unknown,
employees, contractors and subcontractors shall be informed of the potential for exposure.
Employees shall be required to use appropriate protection until the area can be characterized
through air monitoring.
The Site owner sha11 also designate the HSR who shall be selected prior to the start of Site work.
The HSR shall be responsible for overseeing the daily operations on the Site, air monitoring and
implementing the HASP. The HSR shall be responsible for ensuring that a11 workers and a11
on-Site operations aze in full compliance with the HASP as well as all OSHA and USEPA
regulations and requirements. The HSR shall be present at the Site during any work that is
covered by this HASP. The HSR and PS sha11 be familiar with all the conditions of this HASP
and testify to this through the Plan Approval Agreement, which is included in Appendix A. The
HSR sha11 ensure that all employees on-Site, who are covered by this Plan, read and understand
this HASP. These employees are required to sign the Compliance Agreement Form, which is
included in Appendix B:
3.2.1 Contaminants of Concern
Considerable subsurface assessment has been conducted on the property. The four-story
building that was closest to the North River was used for beaming and tanning the leather. This
involved removing the hair and fat with lime and sulfide baths, followed by a degreasing process
called bate wtuch used aminonia and enzymes to open the pores of the leather. The hide was
fleshed after beaming and then pickled in sulfuric acid and salt. Trivalent chromium solutions
were added to the lazge drutns to tan the leather. The chromium penetrates the leather and binds
to the protein to act as a mordant for dyes and pigments. The process is aided by the addition of
phenolic syntans.
The center four story building was used for coloring the leather. Aniline and cationic dyes of all
wlors were applied in formic acid or aminonia baths to combine with the cku�omium. The fat
liquors were sulfonated animal and fish oils that were applied to the leather in warxn baths to
restore suppleness, flexibility and water resistance. The finishing of leather occurred in the
3
,
Healt6 and Safety Plan ,
72 Flint Street,Salem,MA • . ,
upper two stories and in the building to the north. Finishing was conducted using spray
equipment to apply clear, colored or pigmented coatings to the top grain side of the leather far
the polished appearance in shoes, pocketbooks, belts and gannents. The finish operations used
small amounts of naphthalene, toluene and xylene solvents as well as butyl acetate, glycol esters
and other water-based emulsions.
Based on the historic operations and results of the subsurface assessments,the contaminants of
concern include the heavy metals, arsenic, chromium, and lead. In addition, fill was placed on the
Site to raise the grade. This fill contains a variety of materials including demolition debris and
ash which results in the presence of polycyclic azomatic hydrocazbons (PAHs). The Site also
contained an underground storage tank for the fuel oil (No. 4) used to heat the facility. Releases
over time have resulted in the presence of petroleum hydrocarbon compounds in the on-Site soils
surrounding the boiler azea. Also, the Site once contained a wastewater treatrnent lagoon that
contained lime wastewater and sludge primarily from the beaming operations. The lime sludge is
characterizes by a high pH. Although compounds that contained volatile organic compounds
(VOCs) were used in the leather finishing process, these compounds were used in small quantities
and generally were not discarded except as solid waste in empty or used containers that were
removed from the Site. The only volatile found in the soil was naphthalene at levels below thw
the S-1 criteria.
Heavy Metals
Arsenic: Arsenic is a silver-gray or tin-white brittle, odorless metal that is notorious for its
use as a poison. Lead hydrogen azsenate has been used, well into the 20th century, as an
insecticide on fruit trees (sometunes resulting in brain damage to those working the
sprayers), and Scheele's Green (a copper arsenate)has even been recorded in the 19th
century as a coloring agent in sweets. The application of most concern to the general public
is probably that of wood that has been treated with chromated copper arsenate (CCA). CCA
timber is still in widespread use in many countries, and was heavily used during the latter
half of the 20th cenhuy as a structural and outdoor building material, where there was a risk
of rot, or insect infestation in nntreated timber. Bans on the use of CCA followed the
, publication of studies that showed leaching from treated wood into surrounding soil,though
4
o , Health and Safety Plan
, 72 Flint Street, Salem,MA
the most serious risk is presented by the burning of CCA-treated wood.
Breathing high levels of inorganic arsenic can cause a sare throat or nritated lungs. Ingesting
very high levels of azsenic can result in death. Exposure to lower levels can cause nausea and
vomiting, decreased production of red and white blood cells, abnormal heart rhytlun, damage to
blood vessels, and a sensation of"pins and needles" in hands and feet. Ingesting or breathing
low levels of inarganic arsenic for a long time can cause a dazkening of the skin and the
appearance of small "corns" or"warts" on the palms, soles, and torso. Skin contact with
inorganic azsenic may cause redness and swelling.
The Massachusetts Contingency Plan(MCP)cleanup concentration for residential uses is 20 mg/kg.
ACGIH notes that arsenic is a confumed human carcinogen.
The following are exposure limits for inorganic azsenic in air:
REL Ceiling: 0.002 mg/m3 15 min(Ca)
PEL: 0.010 mg/m3
IDLH: Smg/m3(Ca);
TLV: 0.010 m�m3(A1)
Chromium: Chromium is a lustrous, brittle, hazd metal. Its color is silver-gray and it can be
highly polished. It does not tarnish in air, when heated it burns and forms the green chromic
oxide. Chromium is unstable in oxygen, it immediately produces a thin oxide layer that is
impermeable to oxygen and protects the metal below. Exposure media include dust, soil
particulates, and water solution.
Chromium main uses aze in alloys such as stainless steel, in chrome plating and in metal
ceramics. Chromium plating was once widely used to give steel a polished silvery mirror
coating. Chromium is used in metallurgy to impart corrosion resistance and a shiny finish.
, Trivalent chromium is used in dyes and paints, its salts color glass an emerald green and it is
used to produce synthetic rubies; as a catalyst in dyeing and in the tanning of leather and to
make molds for the firing of bricks.
5
,
Health and Safety Plan ,
72 Flint Street, Salem,MA • . ,
Chrome tanning is performed using a one-bath process that is based on the reaction between the
hide and a trivalent clu�omium salt, usually a basic chromium sulfate. In the typical one-bath
process, the hides aze in a pickled at a pH of 3 or lower,the chrome tamiing materials are
introduced, and the pH is raised. Following tanning, the chrome tanned leather is piled down,
wrmig, and graded for the thickness and quality, split into flesh and grain layers, and shaved to
the desired thickness.
Exposure to chromium can occur through breathing, eating or driuking, and through skin
contact with chromium or chromium compounds. The level of chromium in air and water
generally is low. In drinking water the level of ckuomium usually is low as well. For most
people eating food that contains chromium(III) is the main route of chromium uptake, as
chromium(III) occurs naturally in many vegetables, fiuits, meats, yeasts and grains. Various
ways of food preparation and storage may alter the chromium contents of food. When food
is stored in steel tanks or cans chromium concentrations may rise.
Chromium(III) is an essential nutrient for humans and shortages may cause heart conditions,
disruptions of inetabolisms and diabetes. But the uptake of too much chromium(III) can
cause health effects as well, for instance skin rashes.
Chromium(VI) is a danger to human health,mainly for people who work in the steel and
textile industry. People who smoke tobacco also have a higher chance of exposure to
chromium. It is known to cause various health effects. When it is a compound in leather
products, it can cause allergic reactions, such as skin rash. Other health problems that aze
caused by chromium(VI) are:
➢ Skin rashes
➢ Upset stomachs and ulcers
➢ Respiratory problems
➢ Weakened immune systems
➢ Kidney and liver damage
➢ Alteration of genetic material
➢ Lung cancer
➢ Death
6
,
- Health and Safety Plan
, 72 Flint Street,Salem,MA
The health hazazds associated with exposure to chromium depend on its oxidation state. The
metal form is of low toxicity. The hexavalent form is toxic. Adverse effects of the hexavalent
form on the skin may include ulcerations, dermatitis, and allergic skin reactions. Inhalation of
hexavalent chromium compounds can result in ulceration and perforation of the mucous
membranes of the nasal septum, irritation of the pharynx and larynx, asthma6c bronchitis,
bronchospasms and edema. Respiratory symptoms may include coughing and wheezing,
shortness of breath, and nasal itch.
Chromium and most trivalent chromium compounds have been listed by the National Toxicology
Program(NTP)as having inadequate evidence for carcinogenicity in experimental animals. According to
NTP,there is sufficient evidence for cazcinogenicity in experimental animals for the hexavalent
chromium compounds. The International Agency for Reseazch on Cancer(IARC)has listed chromium
metal and its trivalent compounds within Group 3 (The agent is not classifiable as to its cazcinogeniciTy to
humans.) Chromium is not regulated as a carcinogen by OSHA(29 CFR 1910 Subpart Z). ACG1H has
classified chromium metal and trivalent chromium compounds as A4, not classifiable as a human
cazcinogen. Chromium has been delisted as a hazzrdous material by the EPA.
The following aze exposure limits for chromium III compounds in air:
REL: 0.5 mg/m3
PEL: 0.5 mg/m3
IDLH: 25 mg/m3(Cr III)
The following aze exposure limits for water-soluble chromium VI compounds in air:
TLV: 0.05 mg/m3 (Al)
Appearance and odor vary depending upon the specific chromiuxn compound. Excavated soil is
considered a hazazdous waste when the leachable concentration of chromium lead exceeds 5.0
mg/L.
Lead: A soft, heavy, toxic and malleable poor metal, lead is bluish white when freshly cut, but
tarnishes to dull gray when exposed to air. Lead is used in building construction, lead-acid
batteries,bullets and shot, weights, and is part of solder, pewter, and fusible alloys. This true
metal is highly resistant to corrosion, and because of this property, it is used to contain corrosive
7
Health and Safety Plan ,
72 Flint Street,Salem,MA � . ,
liquids (e.g. sulfuric acid). Lead usually is found in ore with zinc, silver and (most abundantly)
copper, and is extracted together with these metals. The main lead mineral is galena, which
contains 86.6 percent lead. Other common varieties are cerussite and anglesite.
Lead pollution in U.S. environment lazgely is a result of eazlier uses. Lead in paint and gasoline
together may account for most of the lead now in the human environment. In terms of raw
tonnage, the amount of lead in gasoline over only the 57 yeazs of its use from 1929 to 1986
roughly equals all of the lead in paints in 94 yeazs of lead-based paint production, from 1884 to
1978
Lead is a potent neurotoxin that accumulates in soft tissues and bone over time. Excavated soil
is considered a hazazdous waste when the leachable concentration of lead exceeds 5.0 mg/L.
The following aze exposure lunits for lead released into the air:
PEL: 0.05 mg/m3
REL: 0.10 mg/m3
IDLH: 100 mg/m3(Pb)
, No.4 Oil
Fuel oil numbers 4, 5, and 6 aze commonly known as '4esidual oils" since they are manufactured
in whole or in part from distillation residues from refinery processing. These three heavy fuel
oils are also known as gas oils and aze composed of hydrocazbons ranging from Ct9 to C25.
Residual oils aze complex mixtures of relatively high moleculaz weight compounds and are
difficult to characterize in detaiL Moleculaz types include asphaltenes,polaz azomatics,
naphthalene azomatics, aromaUcs, saturated hydrocazbons and heteromolecules containing sulfixr,
oxygen, nitrogen, and metals. No. 4 fuel oil is a mixture of No. 2 and No. 6 oil which intended
for use in atomizing type bumers that atomize oils of higher viscosity than domestic bumers can
handle. The permissible viscosity ranges of No. 4 oil allow it to be pumped and atomized at
relatively low storage temperatures. Therefore, in any weather(except extreme cold), it requires
no preheating for handling in these burners.
8
� Health and Safety Plan
, 72 Flint Street,Salem,MA
No. 4 oil can be directly toxic to some forms of aquatic life, can coat birds, and is of concem as a
potential source of polycyclic aromatic hydrocazbons (PAHs), a potentially harmful class of
azomatic hydrocarbons. Cluonic effects of some of the constituents in No. 4 oil (such as
naphthalene) include changes in the liver and kidney. Due to their relative persistence and
potential for various chronic effects(like carcinogenicity),PAHs (and particularly the alkyl
PAHs) can contribute to long-term(chronic) hazards in contazuinated soils, sediments, and
groundwater.
Certain components of No. 4 oil, such as PAHs, may be carcinogenic to animals and humans.
There is evidence for the cazcinogenicity in experimental animals of residual (heavy) fuel oils
and cracked residues derived from the oil refining of crude oil. Residual (heavy) fuel oils aze
possibly carcinogenic to humans.
Polycyclic Aromatic Hydrocarbons
The term polycyclic azomatic hydrocazbons (PAHs) refers to a group of several hundred
chemically-related environmentally persistent organic compounds of various structures and
varied toxicity. Benzo[a]pyrene commonly is used as an indicator species for PAH
contatnivation and most of the available data refer to this compound.
PAHs may be formed during natural processes such as incomplete combustion of organic
materials such as coal and wood, or during forest fires. PAHs aze released during industrial
activities such as aluminum, iron and steel production in plants and foundries, waste incineration,
mining or oil refining. PAHs have also been detected at low levels in cigarette smoke and motor
vehicle emissions. They are persistent organic pollutants and aze slow to degrade in the
environment. PAHs also aze present in asphalt.
PAHs have been found to be present in very small amounts in some foods including meat, fruit,
vegetables and cereals. Various cooking processes such as chazbroiling, frying or grilling, as well
as barbequing or smoking also increases the amount of PAHs in food.
9
Health and Safety Plan �
72 Flint Street,Sa1em,MA _ ,
Overall, the major route of exposure to PAHs in the general population is from breathing
ambient and indoor air, eating food containing PAHs, smoking cigazettes, or breathing smoke
from open fireplaces.
The presence of PAHs in the environment does not always lead to exposure as there must be
contact with the chemical. There may be exposure via breathing, eating, or drinkiug the
substance or by skin contact. Following exposure to any chemical, the adverse health effects
depend on several factors, including the amount of exposure (dose),the duration of exposure, the
method of exposure, and exposure to other chemicals.
Some PAHs caused hunors in animals when they breathed, ate, or had skin contact for long
periods. Studies in humans have shown that breathing or skin contact for long periods may
cause lung or skin cancer. Several PAHs have been classified by the International Agency for
Research on Cancer(IARC)as being cazcinogenic in humans.
3.3 Hazard Evaluation and CommunicaHon
The activities that will be conducted on Site aze likely to involve disturbance or removal of soil
and exposure to groundwater in wtuch the concentrations of the constituents of concem exceed
certain MADEP risk standards. The contamivation discovered at the Site to date consists of
Extractable Petroleum Hydrocazbons (EPI�, polycyclic azomatic hydrocarbons (PAHs), and the
metals azsenic, chromiuxn, and lead in the soil and groundwater. A sutnmary of analytical results
from soil and groundwater samples at the Site is included in Tables 1, 2, and 3, along with the
applicable MADEP standazds (Method 1 Risk Standazd for Soil category S-2, Groundwater
category GW-2 and GW-3, as per the Massachusetts Contingency Plan [MCP, 310 CMR
40.0000]). Certain PAHs can pose a risk to human health, through dermal contact, inhalation,
and ingestion. Because the EPH compounds are not volatile, inhalation is the secondary
exposure pathway of concern. The primary exposure path way is through the dermal contact
with contauiivated soil. Respiratory precautions and monitoring must be conducted at all times
for those personnel who will work in and around any areas of excavation, as detailed in
Section 3.6, Personnel Protection.
10
, Health and Safety Plan
• 72 Flint Street,Salem,MA
All employees shall be informed of the potential hazards and trained in appropriate practices
through the HASP. In this HASP,the following items are addressed:
1. Specific requirements and safety standards
2. Nature of dangerous substances in the workplace
3. Protec6on from hazazds and spill control
4. Access to information through Technical documents, Industrial Hygiene sheets
5. Employee rights
During initial training, all employees covered by this Plan st�all be trained in hazard recogniUon
and label interpretation as well as understanding the information provided in the HASP. An
MSDS shall be required for identified materials brought onto or discovered on the Site. Ail
MSDSs shall be kept in a central file on Site and shall be available to all employees. The
docuxnents pertinent to contunination identified at the Site aze enclosed in Appendix C. If any
new hazazds aze encountered, the relevant toxicity data sha11 be reviewed with the employees in a
safety meeting.
3.4 Excavations
Trenches and excavations are to be inspected daily for indications of possible cave-ins,
hazazdous atmospheres, failure of protective systems, or other unsafe conditions, to protect
workers and prevent material release.
How To Avoid Hazards
Inspect excavations:
Before construction begins
• Daily before each shift
• As needed throughout the shift
• Following rainstorms or other hazard-increasing events (such as a vehicle or other
equipment approaching the edge of an excavation)
11
Health and Safety Plan
72 Flint Street,Salem,MA " • �
Inspections must be conducted by a competent person who:
• Has training in soil analysis
• Has training in the use of protective systems
• Is knowledgeable about the OSHA requirements
• Has authority to immediately eliminate hazards
Excavated materials (spoils) aze dangerous if they are placed too close to the edge of a trench or
excavation. The weight of the spoils can cause a cave-in, or spoils and equipment can roll back
on top of workers, causing serious injuries or death.
How To Avoid Hazards
Provide protection by one or more of the following:
• Set spoils and equipment at least 2 feet back from the edge of the excavation.
• Use retainiug devices, such as a trench box, which will extend above the top of the trench
to prevent equipment and spoils from falling back into the excauation.
• Where the Site does not pernut a 2-foot setback, spoils may have to be moved to another
location.
Cave-ins may be the most feazed trenching hazazd, but other potentially fatal hazazds exist,
including asph}�ciation due to lack of oxygen in a confined space, inhalation of toxic fumes,
drowning, etc. Electrocution or explosions can occur when workers contact underground utilities.
All excavations aze dangerous because they inherenUy aze unstable. If they also aze restricted
spaces they present the additional risks of oxygen depletion, toxic fumes, and water accumulation.
If protective systems or equipment aze not being used while working in trenches or excavations,
there is danger of suffocating, inhaling toxic materials, fire, drowning, or being crushed by a
cave-in.
How To Avoid Hazards I
Pre job plauuing is vital to accident-free trenching; safety cannot be improvised as work II�
progresses. The following concems must be addressed by a competent person: i
12
Health and Safety Plan
. 72 Flint Street,Salem,MA
• Evaluate soil condiUons and select appropriate proteetive systems.
• Construct protective systems in accordance with the standard requirements.
• Preplan; contact utilities (gas, electric)to locate underground lines,plan for traffic control
if necessary, and evaluate proximity to structures that could affect choice of protective
system.
• Monitor for low oxygen concentration, fiunes, and toxic gases, especially when gasoline
engine-driven equipment is running, or the soil has been contaminated by leaking lines or
storage tanks. Ensure adequate ventilation or respiratory protection if necessary.
• Provide safe access into and out of the excavation.
• Provide appropriate protections if water accumulation occurs.
• Inspect the Site daily at the start of each shift, following a rainstorm, or after any other
hazard-increasing event.
• Keep excavations open the minimum amount of time needed to complete operations.
• To avoid fall injuries during normal entry and exit of a trench or excavation, ladders,
stairways, or ramps aze required. In some circumstances, when conditions in a trench or
excavation become dangerous, survival may depend on how quickly escape is possible:
• Provide stairways, ladders, ramps, or other safe means of egress in all trenches that aze
four feet deep or more.
• Position means of egress within 25 lateral feet of workers.
• Shuctural ramps that aze used solely for access or egress from excavations must be
designed by a competent person.
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Health and Safety Plan
72 Flint Street,Salem,MA • ,
• When two or more components form a ramp or runway,they must be connected to
prevent displacement, and be of uniform thickness.
• Cleats or other means of connecting runway components must be attached in a way that
would not cause tripping (e.g., to the bottom of the structure).
• Structural ramps used in place of steps must have a non-slip surface.
• Use earth ramps as a means of egress only if a worker can walk them in an upright
position, and only if they have been evaluated by a competent person.
3.5 Work Zones
Because of the extent of contamination at the Site, cleaz definition of the work azeas for each
stage of excavation is important. The boundaries of these zones shall be determined by the HSR
at tlie Site, and shall be adjusted to reflect each stage of work. The work zones shall be defined
each time an excavation is planned in any azea of the Site. The zones will allow workers to
understand where excavations will occur, what azeas will be influenced by the contaznination and
what protective equipment, and safety precautions shall be necessary.
SP Inc. uses a three-zone approach in controlling Site activities. This approach is designed to
prevent possible exposure of unprotected Site personnel to the constituents of concern in the Site
materials and to prevent the removal or migration of contaminants from the Site. The three
zones consist of the Exclusion Zone. Contamination Reduction Zone,and Support Zone.
These zones shall be desigiated using cones, barrier tape, or security fencing. Movement of
personnel and equipment between these zones and onto the Site sha11 be strictly regulated
through access control points. The different excavation azeas aze shown in Figure 2, Site Plan.
The actual size of these work zones will depend on several factors including scope of work,
contamivants encountered, as well as environmental and Site conditions. The HSR or PS will be
responsible for continually evaluating and determining the appropriate size and location of the
work zones, as well as the location of the specific access control points.
14 �
` Health and Safety Plan
• 72 Flint Street,Salem,MA
3.5.1 Exclusion Zone
The Exclusion Zone is the Zone where substantial contamination does or likely exists; which will
correspond to the area surrounding any subsurface excavation at the Site. All personnel entering
the Exclusion Zone shall wear prescribed levels of protection. An entry and exit check point
shall be established at the periphery of the Exclusion Zone to regulate the flow of personnel and
equipment into and out of the Zone and to verify that the procedures established to enter and exit
are followed.
The outer boundary of the Exclusion Zone shall be established according to the location of
substances containing the cons6tuents of concern, ash, leather, oily soil and any visual or
olfactory signs of contamination. Additional factors that aze considered include the distances
needed to prevent fire or an explosion from affecting personnel outside the Zone, the physical
azea necessazy to conduct operations, and the potential for fugitive emissions release. The
boundary of the Exclusion Zone shall be called the Hotline. The Hotline is generally the
excavation and a 10 foot perimeter. which when established, shall be physically mazked with
tape or cones or otherwise well defined.
All individuals entering the Exclusion Zone shall have the proper training, appropriate personal
protective equipment(as specified in Section 3.6), and medical authorization. Personnel
protective equipment shall be designated based on Site-specific conditions including the type of
work to be done and the hazazds that may be encountered. Levels of protection are based on
anticipated or measured concentrations of substances, potential for contamination,known or
suspected presence of ash and landfill materials, and the task being conducted within an area.
The HSR sha11 be responsible for evaluating available information and establishing appropriate
levels of protection.
15
Health and SaFety Plan -
72 Flint Street,Salem,MA - �
3.5.2 Contamination Reduction Zone
Between the Exclusion Zone and the Support Zone is the Contamination Reduction Zone. This
area provides a transition between containinated and clean Zones. This Zone serves as a buffer
to further reduce the possibility of the clean Zone becoming contaminated or being affected by
existing hazards. It provides additional assurance that the physical transfer of contaminating
substances is limited through a combination of decontamination, distance between Exclusion and
Support Zones, air dilution, Zone restrictions, and work functions.
At the boundary between the Exclusion and Contamination Reduction Zones, a Contamination
Reduction Comdor (decontamination station) shall be established. Depending on the size of the
operation, more than one corridor may be necessary. As operations proceed, the area azound the
decontamination station may become contaminated, but to a much lesser deg�ee than the
Exclusion Zone. On a relative basis, the amount of contaminants should decrease from the
Hotline to the Support Zone due to the distance involved and the decontamination procedures
used.
Access to the Contaniination Reduction Zone from the Support Zone shall be through a control
point. Personnel entering this location shall wear the proscribed personnel protective equipment
for working in the Contamination Reduction Zone. Entering the Support Zone shall require
decontamination and removal of any protective equipment wom specifically for work in the
Contamination Reduction Zone. All used suits, gloves,plastic and soiled materials shall be
placed in a lined covered dumpster along with common trash and food. If rodents aze observed
then poison bait boxes shall be placed and maintained by the dumpster and along the property
line. Wind blown plastic, leather pieces, glass and trash shall be collected daily and placed in the
covered dumpster.
Truck and equipment decontamination will also occur on a lined concrete slab in this azea.
Equipment and trucks leaving the Site, especially during loading and transport to the disposal
facility, shall have a111oose soil manually brushed or swept from the tracks, rails, sides, chassis
and tires. This material is collected and returned to the pile. Should oil or sludge have smeared
16
' Health and Safety Plan
• 72 Fliut Street,Salem,MA
on the sides or tires, then the units sha11 be pressure washed and wiped with the liquid collected
in the lined sump, as shown in Figure 3, Decontamination azea. The liner and the sump sha11 be
sprayed down every day and the washwater transferred to a Frac tank for storage, chemical
analysis and ultimate disposal when the project is finished. As the sump is cleaned after use the
rainwater is released to the Site grounds for infiltration. Runoff from the hillside and Bonfanti
factory shall de directed away from the decontaminarion and support zones.
3.5.3 Support Zone
The Support Zone sha11 be the area most remote from the area(s)being remediated and is
considered a non-contaminated area. Support equipment(chemical storage trailer, equipment
, and spill control trailer,personal hygiene facility, etc.)will be located in this Zone, and Vaffic
shall be restricted to authorized personnel. Since normal work clothes are appropriate within this
Zone, potentially contaminated personal protective equipment, clothing, and samples will not be
perxnitted in this area.
The location of a equipment trailer and other support facilities witlun the Support Zone will
depend on a number of factors, including:
Accessibilitv: topography; open space available; or other limitations
Wind direction: preferably, the support facilities shall be located upwind of the Exclusion Zone.
However, shifts in wind direction and other conditions may be such that an ideal location based
on wind d'uection alone does not exist.
Resources: adequate access,power,water, and shelter
3.6 Personnel Protection
Proper security will be provided on-Site to ensure that unauthorized persons do not wander or
drive onto the Site, especially during soil disturbance or removal activities. Site security shall
consist of a six-foot high chain-link security fence or other approved barrier, wluch shall be
secured at night.
17
Health and Safety Plan .
72 Flint Street,Salem,MA � .
The presence of PAHs and metals in the Site soils poses a threat in the event of inhalation,
ingestion, or dermal contact. As such,precautions sha11 be taken to minimize direct exposure to
the contaminated groundwater and soil. Based on an evaluation of the anticipated hazards,
requisite personnel protective equipment shall be defined for each of the designated work zones.
In addition to the equipment described below, the Site contractor may issue other personnel I
protection equipment such as hazd hats, fall protec6on belts, safety footwear, and noise I
protection as part of the overall General Safety Program, which is not covered in this plan.
Use of personal protective equipment during excessively hot weather could result in heat stress.
The HSR shall be responsible for monitoring potential heat stress problems and adjusting any
work practices as needed. For example,the HSR shall institute frequent water breaks, or require
that short-sleeved clothing be wom under outer protective layers, as needed.
For the protection of workers, lunch facilities shall be established in a clean area away from the �
sources of contan�ination. Contaminated disposable coveralls shall be removed and hands and
face sha11 be washed prior to eating, drinking or smoking.
Finally, SP Inc. has prepazed the following list of Site hygiene rules, to ensure the safety of
personnel.
1) Only appropriate protective clothing sha11 be worn during work activities.
2) All work clothiug shall be brushed for loose dust prior to leaving the work azea.
3) Hands and face shall be washed before eating, drinking or smoking.
4) Eating surfaces shall be cleaned before and after eating.
5) Smoking, eating, use of cosmetics or tobacco products, food, and cosmetics sha11 be
prohibited on the Site, except in designated azeas.
3.6.1 Personnel in the Support Zone
All personnel on the Site who are covered by this HASP will be required to fiave level D
protection. This protection is acceptable for a11 tasks in which workers will not directly
18
� Health and Safety Plan
• 72 Flint Street,Salem,MA
encounter contaminated soil, such as surveyors, supervisors, eta Level D protection is defined
by OSHA as the use of a normal work uniform. This shall include standazd work attire with a
minimum of long pants, short sleeved-shirts, and closed-toed shoes.
Visitors to the Site who will only enter the Support Zone shall be informed that the HASP is in
effect at the Site. However, this HASP does not cover such visitors perfornung clerical work in
the Support Zone. Site personnel who regulazly work throughout the Site are covered by this
HASP. All Site personnel who aze covered by the HASP are required to wear Level D protection �
and aze required to be informed of this HASP and sign the Compliance Agreement Form.
3.6.2 Personnel in the Contamination Reducfion Zone
Personnel may be present in the Contamination Reduction Zone to assisf in decontainination
procedures. Personnel assisting in decontamination may come in contact with contamination
through splashed decontamination water or direct contact with contaminated persons. As such,
these persons aze expected to wear modified Level D Protection. Modified Level D Protection is
defined as precautionary protection against potential exposure to contauiivation. It consists of
the following personnel protection equipment:
• Coveralls/uniform
• Safety boots
• Gloves
• Eye protection
• Hazd hats
All personnel traveling from the Contamination Reduction Zone to the Support Zone must pass
through one access control point. Prior to leaving the Contamination Reduction Zone all
personnel must brush themselves down. Personnel must then remove their Tyvek� suits, and
gloves for disposal with other contamivated material. Only after decontamination may a worker
enter the Support Zone.
19
Health and Safety Plan .
72 Flint Street,Salem,MA � . .
All personnel traveling from the Contamination Reduction Zone to the Exclusion Zone must pass
through one access control point. All personnel entering the Exclusion Zone must be properly
outfitted with the protective equipment identified in Section 3.5.3. No workers may pass directly
from the exclusion Zone to the Support Zone without first passing through the Contamination
Reduction Zone.
3.6.3 Personnel in the Exclusion Zone
All personnel working in the Exclusion Zone are in danger of coming in contact with
contaminated soil and/or groundwater; this includes heavy equipment operators, any workers
who will enter the excavation, and any supervisors who will oversee the excavation. All
personnel entering the Exclusion Zone aze expected to wear modified Level D protection as
defined above, as well as a Tyvek� suits and nxbber boots.
• Coveralls/uniform
• Safety boots
• Gloves
• Eye protection
• Hazd hats
• Tyvek suits
Rubber boots
All personnel entering the Exclusion Zone must be prepared to wear a respirator if the HSR
deems it is necessary. The HSR shall be responsible for air monitoring in and azound the
Exclusion Zone. Air monitoring shall be conducted both upwind and downwind of the
Exclusion Zone, in the excavation as well as in the operating compartments of any heavy
equipment in the Exclusion Zone. While identified xnaterials such as ash and leather wastes aze
not odorous the removal of lagoon sludges and landfill has the potential to release organic and
inorganic osmogenes such as mercaptans,thioamines and sulfides. Air monitoring for odors
(hydrogen sulfide) will be conducted using a Model TMX412 Mulri-Gas Monitor by Industrial
Scientific. Dust monitoring will be conducted using Mode18530 DUSTTRAKTM II Aerosol
Monitor by TSI. T'he only Volatile Organic detected in the soil was naphthalene and these
20
Health and Safety Plaa �
• 72 Flint Street,Salem,MA
compounds will be monitored with a MiniRae ppb PID meter. If the contaminant concentrations
iisted in the following table aze detected in the breathing zone for one minute, the workers will
upgrade from Level C PPE to Level B PPE.
Action Levels Requiring PPE Upgrade
Contaminant Instrument Action Level
Combustible Gas Multi-Gas Monitor <10%Lower Explosive Limit(LEL) is normal
10%LEL re uires immediate Site evacuation
Dust DUSTTRACK 10.0 m m re uires half or full-face res irator
oise Quest 400Dosimeter 85 decibels re uires hearin rotection
Ox en Ox en Meter 19.5%to 23%is normal
Odor(Hydrogen Multi-Gas Monitor 10 ppmv requires full-face respirator
Sulfide
Volatile Organic PID 50 ppmv requires full-face respirator
Com ounds
If the conditions so warrant,the HSR may require personnel within the Exclusion Zone to wear a
respirator with specific cartridges for dust, volatiles and inorganics (sulfides). Therefore,these
workers shall receive training in the proper use, cleaning and storage of respirators from the
HSR. Any employee using a respiratoi shall be responsible for cleaning and storing the
respirator. Cleaning shall also occur if an employee is giving his respirator to a different
individual. A special wash/decontamina6on azea shall be provided on the Site for this purpose.
During cleaning,respirators shall also be inspected for any defects or warn parts that may need
replacement. Extra filters shall be provided and shall be replaced as needed to allow easy
breathing by the user. The HSR shall be responsible for conducting inspections to make sure
that all respirators aze being cleaned properly and expended cartridges, wom parts are
appropriately replaced. A Respirator Inspection Report sheet is enclosed as Appendix D.
Finally, within the Exclusion Zone, some personnel may enter excavarions. All personnel who
will enter an excavation must have on-site training on the specific hazazds, and must have read
and agreed to the conditions of this HASP. Whenever any worker is to enter an excavation, the
HSR shall be notified in advance. Additionally, while any worker is within an excavation, air
monitoring must be conducted to monitor his/her exposure to volatile contaminants.
21
Heatth and Safety Plan �
72 Flint Street,Salem,MA - - i
3.6.4 Perimeter Air Monitoring
The azea surrounding the Site is primarily residential and a program of Air monitoring is
proposed to protect the neighbors from nuisance conditions. The Plan calls for 4 stations, 3
between the Site and the residences and 1 between the Site and the North River. An
environxnental enclosure and tripod would be set up next to the property line with
DUSTT'RACKER II 8530 units that measure particulates and stores the data to calculate a time
weighted average (TWA) for daily activities. The units would operate continuously during
excavation, demolition, stabilization and truck loading. If values of 1.0 mg/cm TWA over
background (which is determined weekly) aze detected, then work will stop and the conective
actions listed below will be taken. The portable meters used for worker safety will also be used 2
times per day at all stations to measure sulfides, volatiles and noise that could 'unpact residents.
The Action Levels aze shown below and the corrective actions include; wet down surfaces, wait
for.better weather, cover piles hourly, spread lime or CKD to dewater and raise pH, spray
deodorant at the excavation, cover with peat moss, etc. The results of the Air Monitoring shall be
reported to the Board of Health in a weekly report.
AIIt MONITORING PLAN
PARAMETER FREO. WORKER PROPERTY CORRECTIVE
TEST iTNIT LIMIT LIMIT ACTION
DUST PART. CONT.* 10 mg/cm 1.0 mg/cm STOP EXCAVATION/LOADING
TSI 8530 DUSTTRAK II WET SURFACES
WATf FOR LESS WIND
COVER PILES HOURLY
ODOR, SULFIDE 2X/DAY 10/15 ppm 1.0 ppm STOP EXCAVATION/LOADING
ISTMX 412 MUI.TIGAS SPREAD LINIE
WAIT FOR COLD/LT RAIN
MOVE PII.E,COVER HOURLY
SPRAY DEODORANT
22
� Health and Safety Plan
• 72 Flint Street,Salem,MA
VOLATILE ORGANiCS
NAPTHALENE 2X/DAY 10/15 ppm 1.0 ppm STOP EXCAVATION/LOADING
MINIRAE PID IDENTIFY SOURCE
COVER AND CONTAIN
SPREAD PEAT OR CI�
NOISE 2X/DAY 120 Db 80 db STOP EQUIPMENT
QUEST Q-400 SLOW DOWN OPERATION
DOSIl�I�TER PLACE MATS ON SLABS
* THERE WILL BE 4 MONPI'ORING STATIONS,3 BETWEEN THE WORK AND
RESIDENCES,AS SHOWN ON THE PLAN AND 1 BESIDE THE RIVER TAE DUST
MOPTITORING IS CONTINUOUS DURING DEMOLITION, SOII,EXCAVATION,
STABILIZATION AND TRUCK LOADING AND RESULTS ARE BASED ON A TIME
WEIGHTED AVERAGE (TWA).TFIE PORTABLE AIIi QUALTTY MONPI'ORS WILL BE
USED AT THE WORK AREAS FOR WORKER SAFETY AND 2X/DAY READINGS WILL BE
TAK�N AT THE 4 STATIONS,WITFI THE RESPONSES LISTED ABOVE IF T�E LIIVIITS
ARE EXCEEDED.
3.7 Safety Precautions and Work Practices
SP Inc. is committed to developing and maintaiuing strong safety awazeness on all job sites. A
list of standing orders has been developed to ensure that all persons are cognizant of potential
hazards. These orders shall be distributed to persons entering the Site and shall be conspicuously
posted. The standing orders shall be reviewed by the PS or HSR. Any changes in the orders
shall be announced officially during the daily safety meeting.
The following orders apply:
➢ Smoking, eating and drinking sha11 be strictly prohibited in areas of exposed
contaminated soil.
. 23
Health and Safety Plan •
72 Flint Street,Salem, MA ' � •
➢ Proscribed personal protecfive equipment sha11 be worn as directed by the HSR or PS.
➢ If the protective clothing should teaz, it shall be replaced immediately.
➢ Assumptions shall not be made concerning the nature of materials found on the Site. If
unusual situations occur, operations shall cease and the HSR or the PS shall be contacted
immediately for fi�t•ther direction.
➢ Consultation with the PS shall be made to verify any uncertainties.
➢ The PS or HSR shall be informed when:
• Unusual odors, emissions, or signs of chemical reaction sha11 be reported
immediately.
• Workers shall minimize contact with contaminated materials by:
• Avoiding areas of obvious contamination
• Using polyethylene sheeting to help contain contatninants
• Avoiding contact with contaminated materials
➢ Only essential personnel shall be permitted in the work zones.
➢ Whenever possible, personnel shall be located upwind during material handling.
➢ At the first sign of odors detected inside the face-piece of a respirator, the employee sha11
leave the area of contamination and report the incident to the HSR or PS.
➢ If an employee begins experiencing any signs or symptoms of exposure to Site toxic �
material (this information shall be discussed during the daily meeting and/or can be found
on the appropriate MSDS(s)),the employee shall leave the azea immediately and report
the incident to the HSR or PS.
3.8 Communication and Emergency Procedures
The following items shall be located and discussed with all field personnel prior to the initiation
of work at the Site.
1) Health and Safety Plan
2) Personal protective equipment
3) On-Site Health and Safety Representative contact
24
" Health and Safety Plan
' 72 Fliut Street,Salem,MA
4) Location of neazest telephone
In the event of an emergency, development of dangerous Site conditions, or significant changes
in the work plan, communication sha11 be established as soon as is practicable. If a worker
discovers a fire, chemical spill or release or other upset, he/she shall immediately notify the HSR
or PS, who shall decide whether to evacuate the Site or take other action. In an emergency that
requires evacuation, personnel sha11 be alerted with'THREE LONG BLASTS OF A .
COMPRESSED AIR HORN. Upon this alann notification, all personnel shall proceed to the
neazest Site exit and mobilize to a safe distance azea associated with the evacuation route.
Personnel shall remain in this safe azea until the re-entry alarm (single blast of air horn) is
sounded.
Should any worker become injured or develop unusual symptoins while working on-Site, he/she
shall be immediately transported to the neazest hospital, the Salem Hospital. Figure 1 provides a
map including the Site and this location, illustrating the proposed route of travel from the Site.
Directions to the hospital aze provided below.
,� birections to the Salem Hospital : , .:•
� . 81 Highland Street, Saleul MA '
, �
1. Exit the Site onto Mason t
2. Turn left on Mason Street
3. Turn left onto Flint Street �
4. Follow Flint Street southeast to Essex Street
5. Tum right onto Essex Street
6. Follow Essex Street southwest. Essex Street becomes Highland Avenue (Route
107) at Boston Street
7. Follow Highland Sireet to the Hospital on the left
Any worker who becomes ill or requires emergency medical treatment while within the area of
contamivated soil shall first be decontaininated to the maximum extent possible. For a minor
injury, full decontamination shall be completed and first aid adininistered. In the event of a
25
Health and Safety Plan � ..
72 Flint Street,Salem,MA • .
serious condition, at least partial decontau�inarion shall be completed (for example, disrobing of
the individual and wrapping in a clean blanket). Prior to work on Site, contact with the local
hospital shall occur in order to advise the emergency room of the nature and type of
contaminants victuns may have been exposed to while on the Site.
In the event of a fue, the local Fire Department shall be no6fied immediately. The PS or HSR
sha11 advise the Fire Deparhnent of the location and nature of the fue and shall assist the Fire
Department in any way possible.
I In the event that an employee discovers a spill or leak, he/she sha11 immediately inform his/her
supervisor. If safely possible,trained personnel should attempt to locate the source of the spill or
leak, stop the flow and contain the released material,then begin recovery of spilled/released
material for disposal or future re-use. Should the spill pose a significant hazard to, or be beyond
the capability of immediate personal, the HSR or PS shall be notified immediately. The HSR or
PS sha11 obtain the following information:
1) The material spilled or released
2) The location of the spill or release
3) An estnnate of the quantity released and the rate of release
4) Any injuries that have occurred
5) The possibility and scope of a fire or explosion
Upon assessment of the situation, the HSR or PS sha11 detem�ine an azea of isolation azound the
spill. Only those people involved in the emergency cleanup operations shall be allowed within
this designated hazazd azea: If possible, a physical barrier shall indicate the boundaries of this
area. The HSR or PS shall be responsible for notifying the proper authorities and, if necessary,
the surrounding community. If control and cleanup is within the capabilities of Site personnel,
then the police or emergency management personnel shall not be no6fied unless the release
migrates beyond the Site perimeter. Reporting of spills or releases in accordance with federal,
state and local regulation sha11 be the responsibility of the HSR or PS.
The PS shall have primary responsibility for responding to emergency situations. This includes
26
' Health and Safety Plan
' 72 F►int Street,Sa►em,MA
taking any measures necessary to protect the safety of both on-Site personnel and the public.
Following an emergency, the PS is responsible for any conective measures that shall be
implemented. The PS shall verify regulazly that all prevention devices and equipment(air horn,
radio, mobile phone, emergency vehicles, d'uections to hospital, etc.)are available to all
personnel and in full working condition. The following emergency equipment shall be located at
the field decontamination starion:
1) First aid kit
2) Fire extinguisher
3) Sink with running water
4) Two-way radio or mobile phone
The PS shall establish a cleaz line of communicarion with the local hospital and government
agencies. All employees shall be trained as to specific emergency plans and sha11 have access to
the following phone numbers.
AGENCY . . „ 'V TELEPHONE
ALL EMERGENCIE5 911
i
Salem Hospital 978-741-1200
Salem Police Department 978-744-0171
' Salem Fire Department 978-744-6990
Salem Water and Sewer 978-619-5675
Boston Gas 978-745-5737
National Grid 1-800-465-1212
Dig Safe 1-888-DIG-SAFE (1-888-344-7233)
MA DEP Hotline (617) 338-2255
"< ' ENVIRONMENTAL'FII2M'; - ,�. ' :: ..TELEPHONE: .: '
. ,., . . • ,:� ,., :' ; < .,
, ,_ . � . ._. � , � a .. �_,. _ � r
SP Engineering,Inc. (978) 745-4569
27
Healt6 and Safety Plan •
72 Flint Street,Salem,MA ' • -
3.9 Record Keeping
Thorough records and reports shall be maintained and modified as the project progresses in
compliance with local, state and federal regulations. These records shall include: certificates for
clearance far respirators, air sampling results, certification of trairung, inspections for proper use
and maintenance of respirators, monthly HASP compliance reports by the HSR, and employment
records. These records shall be maintained for each employee for at least thirty years. Non-
individual records will be maintained indefinitely.
4.0 LIMITATIONS
The HASP is provided to the Contractor to be used as the Contractor deems appropriate to
supplement Health and Safety procedures that the Contractor already has instituted and to meet
requirements imposed on the project by OSHA and the MADEP. It is the responsibility of the
, Contractor to review this HASP to determine if they aze workable and if they aze in conformance
with the Contractor's policies and procedures. SP Inc. does not assume any liability for any
injuries or health effects claimed by workers or visitors to the Site. Information regarding other
safety protections presented herein is presented only for the convenience of the Contractor, who
is responsible for unplementing such protections that, in the Contractor's judgment, aze
applicable and necessary.
In preparing tivs HASP, all readily available pertinent information has been collected from
previous Site investigations and local authorities. This information has been accepted as
accurate.
Prepared under the direction and supervision o£
SP Engineering, Inc.
(-.� ,,,���.�M . �
Bruce M. Poole David L. Bramley
President LSP
28
• Hea}th and Safety Plan
70 Flint Street,Salem, MA ' `
FIGURES
L?riving lliiechons from 7U Y'lint St,Jatem,MassachuSetts UlY/U to X1 tllgriLanQ Ave, Ja.. Yage L oi G
Total Travel Estimate:�.82 mil�-abouY 2 minutes
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• Health arid Safety Plan
70 Flint Street, Salem, MA ' '
TABLES
Table 2
Soil Analytical Summary(Test Pits)
� Former Salem Suede
72 Flint Street
Salem,Massachusetts � .
Sam ]e ID: TP-1 TP•2 TP•3 TP•3A TP-4 TP-5 TP-6 TP-7 TP-8 MCP Cleanu Standards �-�
� - Date Sam led: 12l3/09 l2/3/09 12/3/09 12/3/09 12/3/09 12/3/09 12/3/09 12/3/09 12/3/09 S-1 � � S-2��
De th feet : 0-4 0-4 0-6 0-4 0-0 2-5 4-6 0•6 0•6 GW-2 � GW-3 � GW-2 � GW3 �
EPH m -DEP Mekhod 04.1
C •C�B Ali hadcs NA NA 2 750 1,880 NA NA ND <I00 NA 1 000 � 1,000 . 3,000 �3'000
C g-C Ali hadcs NA NA 3 890 2 990 NA NA ND q00 NA � �3 000� 3 000 �'�. .5 000 ���5 000�� �
Ci •C Aromatics NA NA 2,170 3,710 NA NA ND <100 NA ���1 000. � 1 000. ���3 000 3 000 .
PAHs m -EPA Method 8270C
Acena hthene NA NA 11.6 NA NA 0.013 NA <0.1 NA 1,000� . 1 000 � 3,000 � 3 000 .
� � Acena hth lene NA NA 15.1 NA NA NR NA <0.1 NA 600 ]0 � 600 � 10 .
� Antivacene NA NA 11.7 NA NA 025 NA <0.1 NA � .1 OW � � 1 000 � 3;000 ��� 3,000`�
� Benzo(a anthracene NA NA 11.5 NA NA <0.1 NA <0.1 NA 7� 7 40� � 40
Benzo a ne NA NA <0.1 NA NA 0.02 NA <0.] NA . 2 2 � � 4� . 4
Benzo@ fluoranthene NA NA 111 NA NA 0.49 NA <0.1 NA : 7 . �7 � � 400 , � 400 . �
Benzo ,h,i e lene NA NA <0.1 NA NA 0.007 NA <0.1 NA � 1,000 ' 1 OW. 3 000- .� 3 000
Benzo k)fluoranthene NA NA IOJ NA NA 0.006 NA <01 NA � 70 70 � �400 400�
Ch sene NA NA 21.1 NA NA 0.081 NA <0.1 NA ��� 70� ,� 70 400.� 400 '
Dibenzo a,h anthracene NA NA <0.1 NA NA <0.1 NA <0.1 NA � 0.7 � OJ ' � 4� ��� 4
Fluoranthene NA NA 24 NA NA 0.002 NA <0.1 NA 1000 � 1000 � 3�000 �� 3,000
Fluorene NA NA 20.4 NA NA 0.022 NA <0.1 NA '- 1 000 � 1,000 3,000 3 000�' •
Indeno 1,2,3-cd) ne NA NA <0.1 NA NA <0.1 NA <0.1 NA 7 �7 � �40 � 40��
Na hthalene NA NA 0.5 NA NA 0.02 NA <0.1 NA - 40� 500 � 40 1,000
Phenanthrene NA NA 273 NA NA ND NA <0.1 NA �� 'S00 � 500�' � 1000 1;000'
P rene NA NA 34.3 NA NA 195 NA <0.1 NA �1,000 . 1,000 3 000� 3 000��
2-Meth lna hthalene NA NA 03 NA NA <0.1 NA <0.1 NA -80 � 300�� � 80� 500 �
Metals m )
Arsenic NA NA NA NA NA NA NA NA NA � 20 ' � �20 ' . 20 20 �
Cadmium 0.6 026 2.82 037 11.6 1.27 1.1 0.56 0.86 � 2"��. 2� � 30 30 �
Chromium 15.1 2 260 73 9 1510 915 S97 65.7 196 30 30� 200 . 200
Lead 27.3 15.4 140 ll.4 24.4 120 145 122 47.8 300 �. 300 300 � .300
Mercu NA NA NA NA NA NA NA NA NA 20 20 �� 30 � . 30 .
mp�kg=milligretns per kilogram(parts per million,ppm)
EPHs=ExVactable Petroleum Hydrocarbons ,
PAHs=Polycyclic Aromatic Hydrocarbons .
Bold values exceed an applicable cleanup standard.
ND=Compound not detected at[he laboratory reporting
NR=Not RepoRed � �
Tohle 1
Sail MotyHW$wuvry(Boevigc)
� Fmmv Sdem Suede .
13 Flmt Svm� -
SNe�MsssWmsel6
Sem IeID: TB-1 TB-2 TB�3 TBJ 'I8�5 T0b 1H-] TB�e 1H-9 TB�10 TB-it MCPC4nn 54�ndoNs
� DveSvnlW: 5/SI05 5/SI�S 5/5/OS 5/5/OS 5/SNS 5/SNS 5/SI05 SISI05 5/SI05 95/OS 5/5/05 SISI05 515105 5/5/OS SISI�S SISPoS SISI05 SISI05 S15I05 SIS/OS 5/5/115 S�1 � 5-3
De [eet�, 0.5 Sd0 0-5 Sd0 0.5 5�10 0.5 5-Ip U-5 5-10 IPI.1 0.5 54 0.5 3-10 0�5 u-5 U�5 S�tU 1-IS 5-IU GWd' GW-3 OW-2 GWd
EPH -DEPMelhod04.1 �
C-0 Nihetica NA NA NA NA q0� NA NA <ID� NA NA qW NA NA NA NA NA NA NA NA NA NA 1000 IOUO 3.OW 3000
C L .Ui ofics NA NA NA NA 6te NA NA <I0� NA NA qW NA NA NA NA NA NA NA NA NA NA 3000 3000 5000 SWQ
C -0 Na�wGcs NA NA NA NA 512 NA NA Qo0 NA NA qp0 NA NA NA NA NA NA NA NA NA NA 100� 1000 3000 300� �
PAHs -EPAM od82A1C
Ace h0rna �NA NA NA NA ND NA NA N� NA NA NO 0.013 NA NA NA NA NA NA NA NA NA - 1000 1000 3,OOU 3,W0�
M h Ivu NA NA NA NA NR NA NA NR NA NA NR N0. NA NA NA NA NA NA NA NA NA 600 10 600 �I�
MWecme NA NA NA NA 1.88 NA NA ND NA -NA ND 0.25 NA NA NA NA NA NA NA NA NA I ODU l OW 30UU 3 WO�
Btw e �hmcrne NA NA NA NA I.(9 NA NA IA6 NA NA 0,5 ND NA NA NA NA NA NA NA NA NA l 1 40 40
Brnz e nv NA NA NA NA I.St NA NA 1.65 NA NA 26 0.02 NA NA NA NA NA NA NA NA NA 2 ' �� 3 � 4 4
0ew b duormtlwe NA NA NA NA 3.Sd NA NA 13G NA NA J3'i 0.49 NA NA NA NA NA NA NA NA NA ]� � . '! 4a0 400
Bmz e lem NA NA NA NA L94 NA NA 0.63 NA NA 1,84 0.00] NA NA NA NA NA NA NA NA NA P000 IOW ' 3000 ]000�
Berm AfluorenUane NA NA NA NA 2.41 NA NA 2.11 NA NA 6.93 U.WC NA NA NA NA NA NA NA NA NA 10 � ]U 4U0 4UU
C seM NA NA NA NA Jb8 NA NA 121 NA NA NO �OBI NA NA NA NA NA NA NA NA NA � 70� . 70� 400 400
�ibmza h¢nWocuu NA NA NA NA 06B NA NA 2.09 NA NA 06G ND NA NA NA NA NA NA NA NA NA ���] U7 . ♦ 4�
Fluoemi�hme NA NA NA NA L89 NA NA 14 NA NA 036 O.Oo3 NA Nw NA NA NA NA NA NA NA � 1000 1000 3ap0 ,10U0
FWonne NA NA NA NA 0.4] NA NA ND NA NA NO 0.022 NA Na NA NA NA NA NA NA NA 1000 1000 3000 )Wo
- 4Wmo1 Scd rcne NA NA NA NA 0313 NA NA 09G NA NA (130 ND NA NA NA NA NA NA NA NA NA ]�� ] CU 40
. Na Nalene NA NA NA NA NO NA NA ND NA NA Ml 0.02 NA NA NA 0.1G NA NA NA NA NA� .4U 500� EO 1000
PlanvWvva NA NA NA NA 0.9t NA NA 1.2] NA NA NO ND NA NA NA NA NA NA NA NA NA SOU� �500 1000 1,W0
Pvrtv NA NA NA NA VI NA NA 09q NA NA NO 195 NA NA NA NA NA NA NA NA NA 1000� � IOOa 3000 3,OOn
2-Me In hliulene NA NA NA NA NO NA NA NU NA NA NO ND NA NA NA NA NA NA NA NA NA AO � 30U M1O SW
Melels A
� Arsrnic NA NA NA NA NA 19.9 122 NA NA 62I NA 29.8 NA NA NA NA NA NA NA NA NA 20 30 � 30 � 10
CudMum 09 0,02 1.08 Ob2 1.56 0.13 14G NA 11 OG 41.01 0.51 N.01 E.6J 0.)6 035 OJI 0.15 092 O.tll 0,9] . 3 3 )0 30
Cluomiwn 10 13S 959 V.4 l 113 1 15 E 189 NA S].4 93.1 )15 ]64 119 1 B9 111 6]� �a.a 549 ]89 4 6 3 '1 �]0 30 300 �.300
Leed 133 2]G <23 102 Il4 ]S.A 913 NA 292 I54 14.6 I52 80.4 135 qg,2 )�0 121 13J 143 13 ItlG 30U 3W 3U0 lUU
Merc NA NA NA NA NA 0.113 41BG NA NA <p.02 NA 0.113 NA NA NA NA NA NA NA NA NA 30 30 30 � 30
mglkg=milligams per 1'lo6�y^(Ga�s per miliioq PPm)
EPHs=ExbacteblePetrolevmHydrowbom � . . �
PAFIs=Pd)cycGc Momalic HYdracarbws
BOIC valuw eaceed nn eppliceble clewmp sim�dard. �
ND=Compowdnotde�ec�edatNelabombryreponing � ,
NR=No�ReportW -
Table 3
Groundwater Analytical Summary
Former Salem Suede
72 Flint Street
Salem, Massachusetts
Sam le ID: MW-i MW-2 MW-3 MW-4 MW-5 MW-6 MCP Cleanu
Date Sampled: 5/5/OS 5/5/OS 5/5/OS 5/5/OS 5/5/OS 5/5/OS Standards
GW-2 GW-3
EPH(µg/1)-DEP Method 04.1
C9-C�8 Aliphatics NA NA <500 <500 NA NA 5,000 50,000
C19-C36 Aliphatics NA NA <L,000 <2,000 NA NA NA 50;000
Cil-CZZ Aromatics NA NA <100 2,550 NA NA 50,000 5,000
PAHs( g/I)-EPA Method 8270C
Acenaphthene NA NA <2 2,640 NA NA NE 6,000
Acenaphthalene NA NA <2 <2 NA NA 10,000 40
Anthracene NA NA <2 <2 NA NA NE 30
Benzo(a)anthracene NA NA <2 13 NA NA NE 1;000
Benzo(a)pyrene NA NA <2 5 NA NA NE 500
Benzo(b)fluoranthene NA NA <2 GL NA NA NE 400
Benzo(g,h,i)perylene NA NA <z 6 NA NA NE 20
Benzo(k)fluoranthene NA NA <2 <2 NA NA NE 100
Chrysene NA NA <2 6 NA NA NE 70
Dibenzo(a,h)anthracene NA NA Q <2 NA NA NE 40:0
Fluoranthene NA NA <Z CL NA NA NE 200`
Fluorene NA NA Cl <2 NA NA NE 40
Indeno(1,2,3-cd)pyrene NA NA <2 <2 NA NA NE 100
Naphthalene NA NA <2 <2 NA NA 1,000 20,000
Phenanthrene NA NA <Z 19 NA NA NE 10,000
Pyrene NA NA fL 16 NA NA NE 20
2-Methylnaphthalene NA NA <2 �2 NA NA -2;000 20,000
Metals(µg/1)
Arsenic NA NA NA NA NA NA NE 900 '
Cadmium 3.7 1.4 3 1.9 2.5 2.6 NE ' 4
Chromium 66 92 117 517 491 23 NE 300
Lead <10 9.1 50 50 44 17 ' NE ' 10
Mercury NA NA NA 0.186 NA NA i NE 20
µg/1=micrograms per liter(parts per billion, ppb)
EPHs=Extractable Petroleum Hydrocazbons
PAHs=Polycyclic Aromatic Hydrocarbons
Bold values exceed an applicable cleanup standard.
ND=Compound not detected at the laboratory reporting
NR=Not Reported
• Health and Safety Plan
^ 72 Flint Street,Salem,MA
APPENDIX A ;
PLAN APPROVAL AGREEMENT
The following individuals have reviewed the Site-specific HASP for the former Sa1em Suede
facility at 72 Flint Street in Sa1em, MA. They are responsible for unplementing and enforcing
the procedures and items covered by this Plan. In addition, SP Inc. Manager, Occupational
Health and Safety, must approve any revisions or altera6ons to this Plan
before implementation.
Notify Bruce M. Poole, of any alterations or deviations from the procedures, requirements, etc.,
listed in this Plan. (Return a signed copy of this document to SP Inc.
Site Health& Safety Representative Date
Printed Name & TiUe
Project Manager Date
Printed Name & Title
� Health and Safety Plan
' 72 Flint Street, Salem,MA
COMPLIANCE AGREEMENTS
All on-Site personnel, (i.e. Employees and Subcontractors ;covered b this Plan
) y shall com lete
P
and sign this section before the commencement of Site activities for the former Salem Suede
facility at 72 Flint Street, in Salem, MA. (Return a signed copy of this document to SP Inc .
)
I have read and understood the contents of this Site-specific Health and Safe Plan and have h
ty ad
a11 relevant questions answered to my satisfaction. In addition, I agree to comply with the
conditions/provisions outlined herein.
NAME (PR1NT) SIGNATURE COMPANY DATE
J'
� .
� / A �
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' I nvert 5.7 C� St�_.�.�- - !dt �V - � � �r VYasterrate►' Tr�sfer � �j � B e r m � B U F F
� ° hM B rim 13.4 > j � �i T� � " k �1 \
l,�8� � r I Invert 6.9 fume 1 i
f j
1�t ; 1 d Coustic Tanks 8 Pump ' ! '� .
: � �� � .��a -�— 1 Q i . i� . I . � �
� � .
. ,
� p. I , -': Abandon 18" ,1�� -�= 2 - ,4, , �
1�=`I
� I EROSION L �� `
� M�x�� � Bags of �
` Bo s of 3 " , � EROSION LOG
I - _ _ -' '
� � 9 _ _ _ _---- o �Buffin Du.
� SCRUS� AlR� � �
� Slud9e o St ; � � � �
, k c� c . Y � D_ �` �
h'H � S.ESD. I 97 f Fee � t . V + /�1 � � S't'Q�(
` Treatment Ton � �� �
� � � � Rim �2. I . in � . ' i B Q �e
� ed Hay
, ��r —_ ��— � ._.� . Q_ � Properfiy Line
� inverT 6.0! ! :2 � , L_ e __ _—
�F � - • .. C.7t S � It Fence
� �� � Mowing Bridge Siudg�_ ` � .0 1�ftflPOSED �FANAND ST�CK.1 4 .
l ♦ 0 R emovat PRO � � � � � � � �
. t � pL! ; �^ � �
; �O
i , � t , - �-
� � � Mixina Chamber , • :, • : - -- - .. . -- ... . E f Bfl k
• ! - . , e _ �r �=« --r `� � d g e o n
� - - Ton �'' � M.H 1N. 9.n; : ''�_ _ ��r - - — - _ `
Forc� Main .� �
` . " ' �
� Tg = TEST BORE � s . . � . . �
�.
:.,. � R I P RAP See T_ie In - SALE
� tV� S U EDE s I IV C.
. i�ll�l = NlON1TORING 1l�ELl. - , . . � REVETMENT Detail .
SS = � URFi4CE SOIL SA � PiL ` . . � � � � � - � � � � �.. � f � dQ�f � 72 FLIIl�IT S�R
. E � DETAI L ; EET
� � . � � � � � �� � SA
s �- �,7�� _� . LEM , NiA
. : . . . - � '� . �i" �Fi! t. � . . . . � .
, � '. . . � . . '1+r n � _ - � ' � �
- ' . ,� i�UA'e .
r � �` 2009 T� ST P iTS � `� �,��-f���'� � SCALE � I " = �20"
, - - FUTUR � PHASE I I T �� wy � �� � •
� � - - REPORT . TP - I � Y,� �� �� „
2 6 12 201 I T08 Q � � � ��
..u,> ,; T� f:
"�,,.; ro �r. t �'
�h;.�,�, a ,•
1 _ _ �
��`.�`cj�••��
� f; IN � P I - � - 12 2 .� TEST 60RES � �
2 - 21 - i 1 10 - 10 - I I 12 - 5 - I l � 10 MON . 1N �LLS � FIGURE
4 AIR MONITORS 2
�
_ _ .__ ,
_ - . _
_ ____ _____ . _. __ �
_ _
_ ,
r _. _. .._. ._ _ ___ . .
_ ..---- . __ ._. ._ ...� _ _. ..
__.— — � . __ +es� +�eweie� _..___
. ..,,_.�.,..�.�.,,._� -�-- T--- '_"—'
/
Chemical Storage
Trailer
10' 'Wall
Haz Mat
ti �railer �,
Generator �
Soil Stockpile Slab
EXIT
NEW STONE RIP RAP Existing soil or backfill
„ Rounding with 30%silt and clay
I �oot thick 6-12 stone
4'
� � Gras ^' Existing
- l�
� �� � `' Exisiing Concrete Sumppumps 2" PVC
oao �- 1 �^ �.
. � ob� Dddd �l 1 . 6� WQ� � , S��b
00 0 00� = I It � ' Frac Tanit
. Z ODoadUO�l 1 /� .
� ` ^
I �°a°ao° No Liner �1
dydaD on ��r Geotextile mat
�� Exc6Ja•tor 4 0 M i l H D P M L i n e r
�da�� �. Exist. 6 Wall Cleaning
Existing 2.�0� _ � 4" eerm � � • �� ��� ji �
Rip Rap �Q ��� �edding gravel 6 ' — —' � r � 30 Concrete —►� Union _ _ _ _
�� �
-�� Lined
3 minus „
Truck 6 �
I
i PLAN � DECONT/AMINATION AREA I
Cieanfng I Plate
!,
REVETMENT DETAIL—SECTION slope _ + I
; �
. .--t 4 C t�l i I H D P M I �
f - , 4 Uner 8� I' Berm
I4" B erm_ �
' — _ � ---10' �
�,� . � � �
-� �
�
SECTION A
�
, Liner & Sump Detail
i Flow .
Double SiltFence
AngleAttachmentfo Burfed 12" Back
Building� Siab Footing �
� _
_ , _ _ _ 2,
� � � . . . . . • ^ •
� Hay Bales_
I /2 I/2
--= River 2'
PILAN io, �
� EARTH BE RM DETAaL
6x6 Angle
6��Redhd.-�_ i �8��`Threaded Rod t�
(
! j Wood Plate �ouble Silt Femce
I �
� � Hoy Bale
,I I JO _
i �
i
�' — — ` Buried 6"
SECTION
I 2-6-12 Added Revetment Detail E q
TIE IN DETAIL NO SCALE
� REV. DrATE DESCRIPTION BY
,
SALEM SUE6E -
. . ,����"-�",���4, 7 2 F I i n t S t. S a I e m M A
• � �'6Ei L oy � -�
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. . - . . . - a C�LY.�f[J f. : � . . '. .
� ��( �^r(� ��y, G�f'. � . . .
� Y�� F ' � DETAIL SHEET
'�. � '�;��v�E� . .
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, ENGINEERING TECHNOLOGY
29 Congress Street • Salem, MA 01970 • Telephone: (617)745-4569
DESI�N BY �RAWN BY CNECKED BY DATE PROJECT N0. SHEET N0.
B MP ETA 12/I I I of I .