64-359 - 24 SAUNDERS STREET - CONSERVATION COMMISSION _ DEP #64-359 -NOI _
24 Suanders Street, Contaminated Soil
_
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� � �. CITY OF SALEM
a
��� CONSERVATION COMMISSION
nu�st 1, aoos
Diane Madden
Mass Highway Environmental Division
10 Park Plaza, Rm 4260
Boston,MA 02116
Re: 24 Saundets Street
Dear Ms. Madden:
As cequested, I have mailed you a copy of the recocded "taking" document of 24 Saunders
Stteet. In addidon I have enclosed associated plans and a copy of the Release Abatement
Measures Status Report. Puxsuant to oux phone conversadon, it does appeaz that all of the
zemediation woxk will be outside of the 100-foot Buffer Zone to a Coastal Bank and entixely
within the outer 100-foot Rivexfront Axea.
Please submit a lettez to the Salem Conservarion Comtnission affitmuig that the
Massachusetts Highway Depaxtment shall be xesponsible for the xemediation at 24 Saunders
Stxeet and that the woxk pexfortned is considexed exempt ox granfatheted wotk undet the
Wetlands Pzotecrion Act (310 CMR 10:58 (6)).
Should you have any fucthet questions xegarding this mattex please do not hesitate to cal me
dixecdy at (978) 745-9595 ext 311.
Sinceiely,
�
i�'Cw—�
ian aornuna
Plann r/Conservation Agent
Cc: Conservadon Coimnission
Enclosuxes
I2O WASHINGTON STREET, SALEM, MASSACHUSE7'TS 01970 � Teu 978.745.9595 Fnx: 978.740.0404 � WWW.SALEM.COM
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G DEPARTMENT OF HIGHWAXS
_�o�
SAI.EM
Lsyout No.7454
Aud Order of Takiag
WHEREAS,the Depa�huent of Highways,ecting on behalf of the Commonweaith of
Ma,gsachusetts,after public noece and hearing of all parties iwterested,as required by Chapter
218 of the Acts of 1937,hereby adjudges that pubtic aecesgity and convenience require that the
Ccmmonwesltl�should layouc ead tako cherge of as a limited eccess State higUway,a road iu
City Sal�,CountY of P.ssex.
The layout consists of establishing Stace highway lxation,oa a new location with limited
access pmvisions and ia roade in three aections,for the Proposed Bridge Sheet Hypess,
beginning at the eavterly and westerly iocation lines of the September 30, 1992 State Lighway
lsyout(Layout No.6658),extending southwesterty about 3,670 Ceet to Hridge Street,and are
more{u11y desrn'bad as follows:
The Bddge Street Byp�besoline begins at a point showa on the plan hereinafter
�e(ereneed as etation 235+73.49 and extends easterly by a curve w the left of 500,00 feet radius
a � � and 234.41 feet;theoce N 63°57'40"E 38958 Feet;thence by e cucve to the leR of SOU.00 fcet
c p-
3 j M tadius aod 695.13 fcet;thenee N I S°41'43"W 304.55 feet;thence by a eurve to the rigM of
� � �
� J SOOAO feet radius aad 362,13 fcet;thence N 25°4$'06"E 1,051.51 feet;the�e by a ciave to tbe
�y �1 v right of 10,000.00 fiet radius�E 25631 feet;thence N 27°16'13"E 202.77 feet;thence by a
� � M curve to fhe left of 5,250.00 feet radiue and 640.00 feet;thence N 20°17'08"E 692.94 feet to the
J 4
Q � C poiat of ending thereo�ahown►on the plan hereinatter refared to as station 254+02.84.
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� ' 20041..0.Na 7454 in Salem ae�ao�saw ,s��e:aa ono� w ano
Atociliery baseliae "B" beg'me at a Pniat at sts�ioa 246+6938 of Hridga Stteet Hypass
bese�ina,ehovvn on the plan he�einafler nfeienced as station 10+00.00 and extends S 79°54'14"
E 59.75 fad; thence by a uuve ro the leR of Z50.00 fa� cadiva aad 265•17 feet w the point of
ending thereof,ehwvn on tho plen hereimRer referred w aa stetion 13+24.92.
S�f,�,OPi 1
Section 1 of the State I�ighwey hereby laid out begins at a poiht on the exisHng easterlY
loestion line of the Septetnber 3�, 1992 State Fiighway Layout(Layout No.6658)said point
bearing S 70°Ol'24'E end being 25.31 feet distant from smtion 284+02.84 of t1►e Bridge Saeet
Bypssa baseline as hereinbefoie desuibcd and exteads thence.�eaving Said locstian line S
19°SB'33"W 365.44 feet W a poi+�t braring S 69'42'S2"E emd 27.29 feet distent from station
280+37,54;thence by a ciuve to the iight of 8,023.00 feet radius and 267.20 feet to the point of
ending thereof,oy the southeasterly side of the locarioa liae of We afonsaid September 7, t968
gteQe highwey aitecation(I.ayout No.6888)of March Skeet,said point bearing S 69°42'S2"E
and?A.26 fat disrant from sention 27'7+70.37.
S� N
Saction 2 of the State highway hereby laid out begins at a point on the soutbweste�ly eide •
of the locstion linc of tl+e afrnsaid Septemba�, 1988 State highway attecation(Layout No.
6g88),eaid point beatiag S 69 42'S2"E e�23.00 feet distant flvm statioa 277+20.38 and
exteade thenee,le�ving said location tiae S 20°17'08"W 10.49 fcet m a point bea:iu8 S
69°42'52"E and Z3,00 feet distm�t from station 27T+09.89�,thenee by a e�uve to the right of
5,273.00 feet radius and 288.60 feet to a poi�beering S 66°34'42"E sad 23.00 fat distant from
�op 274+22,55;thence S 67°43'11"8 4.00 feet to a point beaziag S 66°34•45"E aad being
2q,pp fcet distant fmm station 274+22.63;thence by a eutve to the right of 5,277.00 feet radius
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' 2004 L.0.No.7454 is Sdem ����� +a:�e:ao ono� n��
aod 3Z1.69 fed to a pomt beazing S 63°OS l t"E and 27.00 feet distant firom atatioa 271+02.58;
fLwce N 66°00'16"W 4.01 feet to s point bearing S 63°OS'03"E aad 23.00 feet diatant from '
sfafion Z71+02.38;thence by a ciuve bo the right of 4,273.00 feG iadius aod 32.63 feet to a point
beazing S 62°43'47"E sad 23.00 feet distent fiom station 27Wd9.90;thence S 2T16'13"W
202.77 feet to a pouR bwtimg S 62°43'4T'B and 23.00 fe�diatant 6om slation 268+67.12;
thm�ce by s cutve ro the leR of 9,977,00 feat radius and 255.72 feet to a point beariag S
64°l l'S4"E aad 23.00 feet distaut from station 266+10.82;thence S 25°48'OG'W 1.051.51 feet
to a point beazing S 64"11'S4"E and 23.00 feet distmt fmm station 255+59.30;thence by a
cutve to the left of 4T7.00 feet rediue and 355.27 fcet to a point beating N 74°l8'i?"&and 23.10
Seet distant from 6tadon 251+87.38;tharce S 16°52'1 S"E 281.93 feet m a point beazing N
74°t8'17"E aad 28.89 feet dietant from station 249+OS.51;thmue by a c�uve to the right of
529.00 feet tadiva end 182.49 feet to a poInt bearing S 87°06'29"E�d 28.36 feet diatemt fmm
sfetion 247+32.34;thence N 87°06'Z9"u/69.00 fcet a point beacing N 8?"06'29^W end 60,64
feet diafaat�om said station 247+32.34;theace uvithedy by a eurve to the IeR of 440.00 feet
iadins end 142.74 feat to a point hearing S 74"18'1 T'W aad 60.00 fee4 distant From ata6�
248+94.65;thaatce N 74°18'1 T'E 5.00 feet W a point bearing S 74°1 B'1 T'W aad SS.00 faet
dietent from satd station 248+94.65;theace N 12'S8'20"W 328.55 feet W a point beazing S
77°01'AO"W and 40.00 feet d3atant trom starioa 252+20.94;thenee by a cutve to the right of
54�.00 feet cadius and 267.86 feet to a point beazing N 72°25'45"W aad 40.00 feet dieteot hom
etarioo 254+87.48;the�N 45°IS'25"W 5.90 feet to a point bearing N 72°OB'47"W md 45.26
feet distaut from etation 254+;9.94;thence N 27°16'44"E 207.21 feet W a point beazing N
64°]1'S4"E bttd 34.68 fee[disfeili fiom BfBtioa 256+91.05;th�ce N 27"OS45"E 517.18 feed to
a poiat beazing N 64°ll'S4"W�d 23.00 feet dietant irom starion 262+08.10;thence N
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25'48'06"B 402.72 feet to e point beazing N 64°l l'S4"W and 23,00 fcet distaoit 9�om atation
266+20.82;thance by a curve to the right of 10,023.00 feet redius end 256.89 f�t to a point
beating N 62°43'47"W and 23.00 feet dietant£rom station 268+67,12;thence N Z7°16't3"E
202.77 fat W a point beazing N 62°43'4T'W and 23.00 feet dista�fmm station 270+69.90;
fhe�e by a curve to the left of 5,227.00 feet radius and 637.20 feet to a poiot beariag N
69°42'S2"W ead 23.00 feet distent from station 277+09.89;thence N 20°17'OB^S 12.13 feet to
tha of ending thereo�on the nocthwesterly aide of the locatian line of the aforcsaid 1988 State
highway alte�ation afMa�h Street,said point bearing N 69°42'S2"W and 23.00 feet distant
from efffiion 277+22.03.
SEGTIOIV 3
Secdott 3 of the Stete highway hereby laid out begina at a point on the noctheastedy side
of fhe loostion liae of the afocesaid September 7, 1988 State highway layout(Layout Na.6888)
of Mateh Strest,said point bestiag N 69°42'S2"W and 23A0 feet disfant fmm station 277+72.06
aud exte�ds thence,leaving said locatioa line N 20°17'OS"E 127.94 feet to a point bearing N
69'42'S2"W and 23.00 feet distant from station 279+00.00;thence by a c�ve w the left of
4,977.00 feet radius aad 273.92 feet m a point beatiag N 69°42'S2^W and 30.54 faet distaut
from station 28 L+73•79:thencc N 17°07'S6"E 229.16 feet to a point on ihe westerty locetion
line of the aforeseid September 30, 1992 State highway layout(Layout No, 6658),said point
beazing N 70"Ol'24"W aad beiag 43.14 feet distant from station 284+02.84;thence foltowing
said locatioo line as hereby ro-establishod N 7U°01'27"W 7.55 feet W the point of�ding
thereo�on ffie said location line,seid point bearing N 70°Ol'24"W and being 50.69 feat distent
from aaid station 284+02.84.
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� The location linea of t6e three sectione of State highway hereby lazd out as hereinbefort
I dac[ibcd are to be fiuthet de5ned by boutids set the�con at the engle points.Pvints of qavatuce�
sad at ibe poiata of beginniag and ending thereof,where feasible.
The right to access mud egress&om the State highway tocation is livtited,being petmitt�
aiaoes the locsdon lines the�+eof altered and laid out as Lereinbefore described only as follaws:
The right of acces9 w and egesa �om the Stare bighway location is limitad,and naither
axess thecebo uor e�ess tha+e from is allowed aixoas the secbons of the lceation lines altaed
and laid out es hereinbafore desen'bad,aecept es follows:
1. Acroas ffie southcly tacatian line of the State highway hereinbefoce laid out
betweea a point bearing N 87°06'29"W snd being 60.64 feet distant ftom
statloa 247+3234 of the Bridge Street Bypass baeelina heroinbefore descnbed
end a point theroon beeriag S 87°06'29"E aad 28.36 fat dislant from said
etation 247+3234 of said Bridge Sts'eec Bypass basaliae.
The access-e�ess reshictions of the e6oreaaid Septanber 30, 1992 State highway layout
(IsYout No.6658)is heceby voided insofar as applicable to a poition of the noYtherly location line
of Sectioa 3 of the StaGe highwsy layo�rt av hc�einbefoie descdbed,e�ctendin8�'�a P�
thereon bea�ing N 70'Ol'24"W and 43.14 feet dis�nt fiom stalioa 2B4+02.64 and a point the�eon
beasing 3 70°Ol'24"E aad 25.31 feet distant&om�id station 284W2.64.
The above described access/e�ess items aze indicated on the plan hereinaRa nfared w.
In wnnection with tUe taying wt of tlu�seetions of State highwaY in the locations
haeinbefore descn'bed,it is necessary lay out two sections of Irighway in bebalf of the Ciry of
Salem,end said secfions of hip,hway hereinafter dese[ibed as 5ection t and 2 sre hereby so laid
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I .. .; z000 L.o.Na T454 • in Salem ��98E6T3 8k:�3�2 py:s42
aiaeisws u��e:oo ot�q w mis
mrt wdet the pmvlsions af Chepter 448 of the Acts of 1948 and is more fully describad as
followa:
SECTION 1
The firat saetiou of highway hereby altered and leid wt in behalf of the City of Salem
�tablishes s locatioo for the widening of Bridge S�eet on the nort6erly side Weraof and is
boimded by the westarly sideline of said s�eet,and by the line described ae follows:
Begianing at e point on eaid westerly sideline, said poiat bearing N 20°45'14^W md
being 43.55 fcet distant fiom slation 237+61.78 of tha Bridge 5keat Hypass Beseime
haeinbefore descn'bed and extending thence,leaving said sideline N 02"32'S6'E 18.80 feet to a
point baating N 21°43'26"W aad 60.67 fect distant from station 239+70.25;tl�eenee N 63"57'40"
E 423.00 feet to a poirrt be�ing N 26°05'12"W and 62.00 feet distsat&om station 241+97.90;
thaice by�cutve to tl�e leR of 440.00 fat radius end 376.93 feet to a point bearing N 75"21'03"
W aad 61.03 feet discant&om stetion 246+27.81; thence by a cuive to the laft of 10.00 fea
=adius and 16.00 feet ro a point beating N 76"41'31"W and 71.17 feet distaat&om s�tion
246+39.52;tl�nce N 7�b8'19"W 11.72 feet to a point beazing N 76°41'20"W and 82.89 feet
distant&om etation 246+39.49;thenee N 10°OS'46"E 50.45 f�t to s point bearing N 63'37'14"
W and SZ,67 feet dietaut fiam etation 246+99.98;thence S 83°00'09"E 11.72 feet to a point
beraing N 63°36'13"W aod 70.95 feet distaat from station 246+99.83;thance by a cueve to the
left of 10.00 feet zadiue aad 16.00 feet to a point bearing N 84°55'S8"W and 60.72 feet dietant
6om atation 247+11,43;thence by a cusve to the left of 440.00 fcet rediva aad 18.61 feet W a
point of�ding thereo�on the southerly location liae of Section 2 of the State Highway layout
h�eseinbeforo dwcdbed,said point bea�iag N 87°06'29"W and 60.64 feet dist�t from station
247+32.34 of said&idge Stzeet Bypass baseline.
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SECT10
T'be second secaon of hig6way hereby altered and laid out in behalf of the Ciry of Salem
tonalsta ofwidening a portioa ofBridgo Street on the m�thetly eide theroof at its junction witb
&idge Strect Bypass and ie bounded the we�terly sideline of Howard Street Extension,and by
the line descciba!as followa:
Beginning et a point on tha southarly location liae of Sectivn 2 of the State Aighway
lsyout hereiabefore descibed,seid point beating S 87°06'29"E and 2636 feat distant 6om
station 247+3234 of the Hridge Sttcet$ypaes basc►ine hereinhefore dc�ribed and extending
thenca,leaving said location line southedy by a curve to the IeR of 30.00 fcet radius aod 4234
Seet to e poi�beaziag 5 84°14'39"E and 54.28 feet distaat:&om statioa 247+05.42;thmce by
mother cu[ve to We left of 210.00 feet radius and 173.97 feet w a poiat of endiug thereo$an tha
existing watedy sideline of Howard Street Extensioa, said point beazing N 36°48'21"W and
40,00 fe�distant fivm ststion 12+64.40 of said Awciliazy baaeliae"B".
The location lines of the two sections of lrighwey hereby laid out on behalf of the City of
Se1em es hereiabafoie desesibed aue to be fuithec de6aed by bounds aet thereon at angle points,
poinb of cuevann'e.aad at Poi�a ofbeginning end en�ing thereo�where feasible.
Ia coane�ti�with laying wt theee aeetions of the State highway end two s�tions of City
highway in the location he�einbefore deseribed it is nec�sary w lay ouc two secaon of b�7oe path
on behaif of the City of Salem and eaid sectioas ofb�7ce psth,hereinafter descdbed as Secdon 1
and 2,ead are deecn�ad as fopowa:
SECl'I�N 1
The 5rst section of bike path heseby laid out on behalf of tbe City of Salem extends in a
northeeacody direction from the easterly sidelinc of Section 2 oF the City highway layaut as
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lOD4LO.Na7454 inSalem asixormasu��e:es onanwei�e
heroinbefare desen'bed and along soud�erly location line of Section 2 of the 5��fiwaY layont
as heninbefore deacn�ed w the nonheastalY sideline of Skeary Sueet and che line descdbed es
followe;
geginniug at a poim on the aoct6erly sidaline of Sacrion 2 of the City layout heieinbefae
deaetibed,eaid point beaziog N 10°OS'46"B and being 40.01 feet distaut from station 10+�56.79
of the Auxiliary beseline'B"he�einbefore deaaibed and extending theace,leeving said eideline
nortDorly by a curve w the left of 560.00 feet radius end 212.04 feet W a poiat 6eating N
74°18'1T'E and 60.00 f�t distaat from atatioo 246+94.65 of the Bridge Sheet Bypass baseline
ae hereinbefore deecc4bed:thenea N 16°3B'32"W 302.56 feet to a point bamiag N 74°18'1T'E
and 55.00 feet distant&om amtion 25t+97.17;thencc S 74°18'17"W 5.00 fat to a point bearing
N 74°i8'1T'B aad 50.00 f�t dietaat from said station 251+97.17;thence northerly by a curve to
the right of 450.00 fe�tadius and 207.20 feet to a poiot beazing S 79'1 B'49"B aod 50.00 fcet
disleat fiom station 254+27.40;th�ce N 44°57'43"W 5.08 feet W a point bea:ing S 78°S7'OS^
8 end 45.80 fed distent from station 254+3055;thcuce N 23"41'48"E 34.96 feet to a point
beating$74°35'04"E and S 1.25 feet distaat&vm atation 254+68.67;t�ence N 26°44'35"E
58.95 feei to a poi�bearing 5 67°02'14"E and 59.92 feet distant fmm sta4on 255+3453;thaiee
N 25°26'2T'E 98.84 t�e[to a point bearii�g 5 64°l l'S4"E and 59.84 het distant from atetion
256+36.33;theflce N 23°36'39"E 9739 feet m a point beazing S 64"11'S4"E acd 56.11 feet
dietant&om statiton 257+33.66;thence S 47°10'11"E 6.14 fcet to a point beating S 64°i l'S4"E
aad 61,98 feet distant from station 257+31.87;thence N 20°22'02"E 6837 fcet to a poim
bearittg S 64°I I'S4"B and 55.51 feet distaat from atation 257+99.93;ffi�ce N 2l°40'04"P
132,1 B foet to a point beacing 5 64°31'S4"B and 45.98 fcet distant irom station 259+31.77;
thence npttheastr,rly by a cuive to the tight of 432.98 feet radius and 128.08 feet W a point
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� 30D4L.O.Nd'1454 InS�lem �sisiares u:�s:p utrov��i�s
beacing S 64°l l'S4"E and 134.70 feet dista�rt irom station 260+23.49;thence N 36'S9'OS"E
74,35 feet m a point beeting S 64°i l'S4"E and !49.12 feet distant from station 260+96.43;
ihence southwwterly by a curve to the 1eft of 633.76 fcet redius aad 13.90 feet w a point bee�ing
3 64°t 1'S4"E aad 137.25 feet diataat from station 260}89.19;thenee N 18°32'33"E 100.00 feec
to a point bearing S 64°11'S4"E snd I24.61 feet distant from sterion 261+88.39;thence S
71°12'S4"S 64.00[eet to a point bearing S 64°1 l'S4"E aod 188.13 feet dietant fm�station
261+%.21;thence N 18°4T07"fi 50.00 feet to 8 poi�n beaziug S 64°l l'S4"L end 182.03 fcet
disfaet&om ete6on 262+45.83;thenee N 71°13'04"W 86.00 5eet to a poiat beazing S 64°I 1'S4•,
H and%.67 feet diseant 5om stetion 7.62+35.32; thence N 23°43'23"E 1 SO.SS feet to a poiot
bPacing 3 64°l l'S4"E eud 9121 feet distenc fiom station 263+85.78;thmce N 19°16'S0"E
1A2.74 fa4 to a point bearing S 64°l l'S4"E aad 75.00 feet dist�t from station 265+2759;
thepce N 25"48'06"P 40.32 feet to a point bearing S 64°l i'S4"E and 75.00 feet distant from
stadon 265+G�.91;theace N 25°33'26"E t 10.61 fcet to a point baering S 63°48'2T'B�d 74.30
fat distent&om station 266+79.d3;�nae N 24°36'31^E 141�28 faet to a point beariag S
62°59'33"E and 6939 feet distant&om steaon 266+21.25;Wence N 06'45'18"W 49.40 feet to
a point bearing S 62°45'22"L ead 4 LSS feet distaat from station 268+62.49;thence N
25°48'06"�240.82 feet to apoint bearing S 63°OS'29"E and 35.78 feet diatant from statian
271+03.03;thence N 66°00'1 G'W 8.79 feet to a point of eodiog ther��on the eoutheasterly
location line of Secaon 2 of the State Irighway layout hereinbefore descnbed,said poi�bearing
S 63°OS'11"E and 27.00 feet distant from 5tatioe 271+02.58 of said Bridge Street Bypass
beseline.
OI f�J BS3 ',LL'II�I PIDOf BG4ZTCS8L8 %tl3 GT�OT SOOZ/TO/BO
.. .. , ,
10M L.O.Pia 7454 In Salem
��ra �;M�7�Vpif��.s4s
����� ts:f6:0� p� po 10/10
SECIZ�N Z
The sacund section of bike path heceby laid out o bebalf of the City of Salem excends in s
aortheastecly direction fmm the southwesteriy sideline af Surnside Street and along the aoutherly
laation tiae of Section 2 of tLe Sffite 6ighway layout es hereinbefore descnbed to the location
liae of fhe af�esaid 1988 State highway elt�ation of Marc6 SReet and by the line deecnbod es
followe;
Heginning at a point ou the southedy location iine of the Section 2 of State Highway
layout heneinbefore descn'bed, said point bearing S 66°34'45"E and 27.00 fcet dietant&om
sfetian 274+2Z.63 end extending thence,leaving seid location line S 6T43'11"E 9.86 feet W a
point beming S 66°34'S3"E end 36.86 feet distent from atafion 274+�22.62;thence nottherly by a
ciavo to the left of 8,045.00 feet redius and 279.08 feet W a point beazing S 64'36'11"E and
44.02 fcet distant fmm station 276+99.70;thenee S 67°39'47"E 140.00 feet to a point 6earing S
69°33'11"E aad 183.94 feet disraut from station 274+95.12;thence N 22°IS'4T'E 20.00 f�et to
a poiat of ending thuoo�on the westerly side of the locstian li�of the 5aptanber 7, 1988 5tate
Fii�asy laycut(Layout No.6888)of Me�h Street,said point beazing S 69°42'S2"E md
being184.63 feet distaut ftom Sffitiou 279+14.59 of seid Bridge S�eet baseline.
An easement is heieby taken in the pa�eels of laad shown on the plan hereinaftec refared
to as Paneal 3-NBE-1 for the puipose of eon�ucting and maintainiug said a noise bemer wall or
aslls wnsists of the right to mter upon said laad at azry time to eonshuct thereon end to use and
maintain seid banier wall or walls,�d m perfoim eny other aecessary incidental work on said
lands.The location of the aforesaid easement ia more paiticulady shown on the plan hereinaRer
nfecenced.
TTf�j bS3 '�[.L7I�1 PIDOf 81bZTCS9G6 %Vd LT�OT SOOZ/TO/80
, . .; � � 208486Z9�8673 Bk:?3�62 Pg;511 .
?A04L.O.P1o.74S4 inSalem ee�ao�aea� ,e:,a:es enm+ w ++ne�
F�the purpoae of laying out,conshucting and maintaming ssid Stau highway,t6e
Depattmeat of Highways,on behaif of the CommonwealtL of Maasaehusetts dnses hrreby takc,
under provisiona of CAapter 79 of the Gmeral Laws end all other generai or special laws thereW
wabling all of the lemi nnt already owned by the Commonweatth,mdside tbe limits o£the
existing}�blic way or ways md withm the limits of the layoat hweinbefore descn'bed,includiag
all hoes and stracnuea loeated thereon(not,however,including poles,towets,lines,wi[es,
aables ead other apput0eoances for tLe sonveyance of elec,t�icity,ulephone commuuieation and
eny othc uti{iti�)stuatsd in the City of Salem,Counry of Esaex,al!of said I�nd being taken in
fa aimple aroept Parcels 3-E�tluu 3-&7,incluaive;in which easem�ts for highway putposes
pte hereby tsicen,the supposed ownele of Perceic 3-6,3-12,3-19,aad 3-21,all showin oa tbe plao
herEinefter raferenced to ead being sa forth in the schedule he�inafter contained,eucepting
from the rights herein takea, all easementa far w'ves,Pipes,conduits.Poles ead others
epp�ces for the conveydnce of water,sewage,gas,oil and olectricity and for telephone
comm�mication and mry other utilities now Iawfully in or upon said premises hereby taken�d
all tawlul rigbte of the public to usa tLose parta of the public way or ways in the Ciry of Salem
wlilch ase inclnded in the fore�oing desuipeon.
' For the piupose of laying out,coretructiug and maintainiug said City highway and bike
path,the Deparlment of Highways,on behalf of the City of Salem,Couaty of Esserz,does hereby
take,uadm'the provisions of Chapter 79 of the Generel Laws and of ell other general ar special
laws the�eto mabllng,all of the lxnd outsida the limiu of tl�e exiating public wey ar ways aad
within d�e limita of the layout heceinbefore destnbed,including all hees and sttuctures located
thaeon(not,however,including pol�,towe�s,lines,wires,cables and other appurtenances for
the eonvayance of elecniciry and telephone cammueication or�y othet utilities)situated in tha
Zif� BS3 ',CI1I�1 I�Of BL6ZTCS818 Ydd LT:Oi SOOZ/TO/BO
.' .' Z004 L.O.Na 7454 in Salem Pegc 11
City of Salem,County of Essex,all of said land being takm in fee aimple,oxcq�t Pazcet 3-&18-
C aad Paroe13-BPE-3-C ia which eesemmfs for highway and bike path purposee ere 6eteby
takeo,the supposad oavneca of P�cele 3-1-C,Parcei 3-BP-3-C thiu 3-BP-11-C,i�lusive,shown
oa the plan he�eiaafter referced to and being sec forth in the schodule hereiaafter contained,
mccepting Som the rights hereln taken ail eesemmts fa�avires�Pipee,conduits,poles and other
appurtenances for the ooaveyance of water,sewage,g�,oit and electricity and for telephone
commuoication or�y other utilides now lawfu?1y ia or upon said premises hereby taken aad all
lawful rights of the pubtic W use those parts of the public way or ways ia the Cily of Selem
, which are included ia the foiegoing description.
I
T6e duee sactions Sffitc highway end the two sectiaus af City highway hereby laid ont,
and the aforesaid talongs era shown on a ptaa signed by the Chief Engine�,and aigned by the
Department of Highways aod on Sle in its office,said plan being entiUed:
�THE COMMONWEALTH OF 1VIASSACHUSETTS
PLAN OF ROAD
tN THE CITY OF
sntr�M �►��9�86��3�Bk�.7�6��,' ,��,.
ESSEX COUNTY
LAm OUT AS A 5fA7'E HIGHWAY
BY TAE AEPA,RTME1�1'OF HIG6WAY3
JtJNE 16, 2004
SCALE: 40 FEET TQ THE INCH"
an sttested copy of which is Lo ba recorded with this"Ordec of Layout and'Calong•,in the
Resstry ofDeeds for Esaex Couaty,Southem Diskict at Salem.
CT(�j BS3 '�S.L'II�I PIDOf 8L>ZiCS9G8 YV� LT:OT SOOZ/TO/80
' ` Z004 L.O.Nio.7A54 In Salem �'a�e 13
Caatain ptucele of lend included in t6is taking are Re�steted I.and end are s6owv on tho
plan hecaiabafore refecred to ea Parcels 3-&2,3•E-3,3-E-1.C,3-E-2-C,3-E-3-C,3-E-4-C,3-&
S-C,3-BP&1-C sod 3-BPE-2-C,said pa�els of land being registered in tha Lsad Court at
Hoscon end being rocorded ia the Registered I.and Division of the Reg'istry of Deeds for Sssex
County,Sonthecn District at Se1em,ss follows:
PARCEL OWNER ARL+A(s.F.l I„C.C. CERT. BO K �G�
3-&2 Commonwealth of Massachusetta 19,255 376420 72674 72674
3-B•3 Commo�vealtb of Mser,ar�^��ts 10,465 376420 72674 72674
3-P-1-C City of Salem 7,810 376420 72674 72674
3-B-1-C City of Salem 5,715 376420 72674 72674
3-E-3-C City of Sa1em 9,265 376420 72674 72674
3-�C CityofSalem 3,930 376420 72674 72674
3-E-5=C City of Salem 25,945 376420 7Z674 72674 .
3-BPE-t-C City of Salem 2,605 376420 72674 72674
3-BPU2-C City of 5elem 3 i 5 376420 72694 72674
For damages suetained by the fullowing peisons in theu pmPerty by reasoa of the
aforesaid takings,and in acao:dence with the provisions of Geneta]Laws,C6apte�79,Section 6,
aa ammded awards are made,The bepartment reserves the hp�t to amend the awards at any
time prior to the payment theroof for good cause shown.
PARCEIiNO. SUPPOSED OWLVER AItEA . BOUK PAGE
3-2 CommonwealtLofMessachuseus 5,040 17365 240
3-3 Commonweatth of Massachosetta 19,100 17365 240
��3 s�,z� ��s
eeim,s0o� ,.:�e:am onEa ' �o,�•
6Tf�j bS3 ',L.L'II�1 MIOf BLbZTCS916 Ytl3 LT:OI SOOZ/TO/QO
� ,� 2004 L.O.No.745A in Salem Psge]4
3� CommoawealtL of Massachusetta 2,608 8863 577
3-S CommoawealthofMassachusetts 21,715 17365 240
3�i Rfvecaide Realty Tivat 18,956 20987 107
3-7 Commoawealth of Massachusetts 3,006 15253 472
3-8 Commoawealth of Messachusetts 680 S 155 253
3-9 Cyty of Salem 9,531 3582 491
3-10 Commomve�ithofMassaehuse� 6,920 8119 24
3-11 Commonwalth of Massachuaetts 1,630 8119 24
3-12 I/O Realty 1,813 22314 468
3-13 CommonweslthofMassachusetts 3,618 10541 496
3-14 City of Sa1em 447 5540 683
3-15 CSty of Salem 12 8119 24
3-16 City of Salem 5,657 4553 422
3-17 CommonweaithofMaseachusetts I1,663 8517 386
3-18 Ciry of 5slem 114 4553 4Z2
3-19 Retlileen Uowaey,F�k A,Satith dt Steven 1,950 12825 290
A 5mith with life estate in Albert&Stacia
P.Smith
3-20 City of 5alem 190 8119 24
3-21 Itiveeside Reaity Tnut 12,676 20987 l07
3-�2 Commonwealth of Messachusetts 19,255 Reg. Land
3-&3 Commo�vealth of Massachusetts 10,465 Reg. I�nd
3-E�4 Massachusetts Bay Transpottation Authority 7,380 6311 396
�l3 Bk;23�2 ��9
aeiaais� ta:u:a orior� �u�e
ST@J bS3 'eLL7I�l DIDOf 8L6ZTCSBLB %Y3 GT�OT SOOZ/TO/BO
' '� 2004 L.O.No.7454 in Salem , Page IS
3-&5 Massechusetts Bay Transpottetion Authoriry 23,453 6311 396
3-8-6 MassacLuseua Bay Traosportation Authority 836 631 t 396
3-&7 Massaehnsetts Bay Traosportation Auflwiiry 9,681 6311 3%
3-1-C Commouwealth of Massachasetts 2,725 12390 22
3-2-C CityofSatem 19,440 17365 Z40 ;
3-S-1-C City of Selem 7,810 Reg. Land
3-E-2-C Ciry of 9alem S,71S Reg. I.aad
3-8.3� City of Sa1em 4,265 Reg. Lsnd
3-&4-C Ciry of Salem 3,930 Reg, Land
3-&5-C CiryofSalem 25,945 Reg. I.and
3-fi-1B-C Maesachusetts Bay T�aoapartation Audwxity 568 6311 396
3-BPl'ri-C (.1ty of Salen 2,605 Reg. Iand
3-BP&2-C City of 3alem 315 Reg. Land
3-BPE-3-C Massachusetfs Bay T:aosportation Authority 9,169 63l 1 396
3-HP-1-C City of Salem 4,610 17365 240
3-BP-2-C City of Salem 30,010 17365 240
3-BP-3-C Riveaside Realry 1'rust 33,752 20987 107
3-BP�-C Commonwealth of Maasachusette 7,231 1s253 492
3-BP-5-C ]ames A MacDonald 3,970 6573 108
3-BP-6-C Rathleen Downey,Fcank A. Smith&Stwen 3,986 12825 290
A. 5mith with life eatate in A16eR&5rscia
P. Smith
3-BP-7.0 Commonwealth of Massachusetts 691 8155 253
T�Ii6Z9��673 Bk:23�61 Pg;5S1
eeisa�soe� +�:w:oe onRt+ pa +si�e
9Tf� b53 'S.L'II�1 6IDOf BLDZTCS918 %Vd GT�OS SOOZ/TO/90
• ': Z004T�..0.No.7454 In Swlem Pige 16
3-SP-8-C Rivetside itealty Tnust 6,648 20987 107
3-BP-9-C Commonw�ltl►of Maesechusetts 828 6119 24
3-BP-10-C UO Realty 985 22314 468
3-HP-11-C Commonweaith of Massachusetts 154 10541 496
3-BP-12-C City of Selem 5,423 5540 683
3-NBE-1 Messachusetb BaY Traospottaoon Authority 10,854 6311 396
The namea of the owners hecein given, although supposed m be cortnct, ia such only�
matten;of opinion and beliaE
It is theaefore,
Voted: That said new or exiatiag way,as laid out and descnbed herein,aad ss dasenbed
and shown on aaid pian.be scd the same ia hereby laid out aad taken charge of by the
Cummonwealth,that tha See�ntary to the Hi�hway Commission be end hereby ie insvucted to
fi1e,iti the office of the County Commiseioners of the County,or their suuessors,if eny,and in
tha o�ce of the City Cletk of the City in which said way is located,certified copies of said plan
and of.t}us eertificate signed by at leasi e majority of the membe�s of the Highways Commisaion,
attastiag tdat tLe Uepaztmeat of Fti�hways has laid out and taken charge of seid way,i�►
acoo:dance with said plan,together with a eopy of tbis adjudication and vote.
It is also
Voted:thaz the Secietary to the Highway Commission be and hereby is instcucted to S1e,
in the ofEca of the Counry Cosamissioners of the County or their successocs,i£any,md in the
OtLce of the City Gerk of the City in which aaid way is lacated,ee[tified copies of said plen end
of this ceitificste,signed by at least a majariry of the membeis of the Highway Commiasioq
19�+l86�8096T3 Bk,23062 Pg:�
x�sisee� ,e:fe:ee on�x va ,siw
GTf�j b53 '�LI.1I�l �IDOf BG6ZTCS8L8 %Ud GT�OT SOOZ/i0/90
. ., , .
2004 L.O.Na 7454 io Sslem pege 17
attastlttg fl�at tlfe Departrnent of�Iighways has laid out said eections of City way in ecco:denca
with said plaa.
Zg04�62908613 Bk;23062 Pg:553
ae��iaee� u:+e:�a on�n va n�+e
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�" •� Pa e le
20041..0.No.7454 �S�� !
De}�a�$pyton t1118 BSx[asoth day of Jvae. 2004. '
2�106Z9�613 Bk,Z3862 P��4
Y6l7Y12e0� I�i/8:00 0T1Fn 70/iB
r
MEMBERS
OF
�� � �
ffiGHWAX8
�
� � COMD�IISSION
I
BTf�j BS3 '�LI.1I�1 t�OC BL4ZT6SBL8 Yd3 GT�OT SOOZ/TO/BO
. , • y . . . .
THE COMMONWEALTH OF MASSACHUSETTS
OFFICE OF THE SECRETARY
SALEM
LAYOUT NO.7454
AND ORDER OF TAKIIVG
DA1'Eb: 6/16/04
PRCL(S): 3-2 ETC,
Z19�06Z9886i3 Bk,238� Og;S�
lei�9r�aoe u:�e_r m�t+ p �e��e
BOSTON
I hereby certify that at the date of this attestation hereto
annexed, John Cogliano, Mary L. Bums and John Blundo
are members of the Massachusetts Highways Commission, and are
Commissioner and Associate Commissioners, Department of
Highways, duly appointed and qualified and that to their acts and
attestations, as such, full faith and credit are and ought to be given in
and out of Court, and further, that their signatures to the annexed
InstrumeM are genuin�.
In testimony of which i have hereunto affixed the �REAT SFAL of the _
COMMONWEALTH on the date below written. �
i
I
,�.—.
" ' �s•��, •� �j ,��}�,� ,
' -s" `SIC �((ar�/�fWo���,LLi9
' �,+: ' f�',r;'�. Secretary of the Commonwealth
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� � • , Date
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G�36220P TO BO.�TON NORIJy (npAL� R/I�R , TO /PSW/CH _ SALEM — 2001 — ONE SHEET
_ _. _ PROJECT FlLE No.
L APPROX/MA TE EDGE MASSACHUSETTS BA Y a
_.
TR�N,SP,OR jA T/�?N AUTHOR/TY OWNERSH/P �
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\ � I BRYANT ASSOCIATES. INC.
_ .
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• T '
] � \ � '�� - �- � �� � __ — � � " , - Engineers — Surveyors
� 1 1 � , t � �as 160 North Washington Street—Suite 700
HIGHWAY eoston, Massachusetts 02114-2127
1 CERTIFY THAT THIS PLAN HAS Phone (617) 248-0300 Fax (617) 248-0212
I BEEN PREPARED IN CONFORMITY WITH
THE RULES AND REGULATIONS OF APPROVED• THE COMMONWEALTH OF MASSACHUSETTS
THE REGISTERS OF DEEDS OF THE PLAN OF LAND IN THE CITY OF
COMMQN LjH OF MASSACHUSETTS. SALE�
" ••• µ�HpFy�Ss •, . , .
Q. t s � ��/
.' �� GOHN cG�, WSGA CVVI\ 1 �
; � MAMILTON N TAKEN FOR HIGHWAY PURPOSES BY THE
� N7 596 '
� ' MASSACHUSETTS DEPARTMENT OF HIGHWAYS
• F �
• .� URVE'��P .� . . � - - . �'�
�'• . . . . •�� j . � � . . . . �'i
q � � i SCALE: 60 FEET TO THE INCH '
D
DAT GARY JO N HAMILTON, PLS MASSACHUSETTS DEPARTMENT
FOR BRYANT ASSOCIATES, INC. OF HIGHWAYS CHIEF ENGINEER
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' " " 5� -�'� PL.AN
i - " �I 8 �EARL 5�'
— - ��_-- " � � '
. �
�
Massachusetts Department of Environmental Protection DEP File Number:
� Bureau of Resource Protection -Wetlands
� WPA Form 3 - Notice of Intent ProvidedbyDEP
Massactwsetts Wetlands Protection Act M.G.L. c. 131 40 Salem
t � § rown
�r-. == A. General Information .
.,
Important: ' 7
When filling out �� APPlicant:
forms on the Riverside Realty Tfust
computer, use Name
only the tab E-Mail Address �,
key to move 208 Detby Street ,
yourcursor- MatlmgAddress
do not use the Salem MA 01970
fetum key. Citylfown State Zip Code I
�:%�� 978-745-2004 �
Phone Number F�Number(if applicable)
` � 2. Representative (f any):
�,
Firm
Attomey John R. Keilty
Note: Contad Name E-Mail Address ��
Before 40 Lowell Street '
completing this Mailing Address �
forrn consutt peabody MA 01960
yourlocal
Conservation ���01N" S��e Zip Code
Commission 97&531-7900
regarding any Phone Number Fax Number('rf applicable)
municipal bylaw
or ordinance. 3. Property Owner(if different from applicant):
Same
Name
Mailing Address
City/Town State Zip Code �
4. Total Fee:
$525.00
(6om Appendix B:Wetland Fee Trensmittal Form)
5. Project Location:
24 Saunders St. Salem I
Street Address �gy/ray�
36 g7
Assessors Map/Plat NumEer Parcel lLot Number
6. Registry of Deeds: -
Essex (So. Distrid} 20983 187
County Book � Paqe
CertfiCate(if Registered Land)
..N......a .. w� ��II�SM1 O �.�i0
Massachusetts Department of Environmental Protection DEP File Number:
� Bureau of Resource Protection -Wetlands
WPA Form 3 - Notice of Intent ProvidedbyDEP
� Salem
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 roN,,,
A. General Information (cont.)
7. Summary of Project Impacts:
a. Is any work being proposed in the Buffer Zone?
� Yes If yes, how many square feet?
4,000
Squara Feet .
❑ No
b. List the impacts of proposed activities on each wetland resource areas(temporary and permanent
impacts, priorto restoration and mitigation):
Resource Area Size of Impact(e.g.,sq.ft.)
Riverfront 10,000
B. Project Description
1. General Projed Description:
Removal of contaminated soils on site.
2. Plan and/or Map References:
Plan of Land in Salem, Mass. 08-12-03
TRIe Dffie
Tdle Dffie
I�
Massachusetts Department of Environmental Protection DEP File Number:
� Bureau of Resource Protection -Wetlands
WPA Form 3 — Notice of Intent ProvidedbyDEP
� Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 sa�iem
C. Activities Subject to Regulation
1. a. Check the applicable resource areas if work is to be conducted in an associated Buffer Zone:
Inland Resource Areas Coastal Resource Areas
❑ Inland Bank ❑ Coastal Beach ❑ Barrier Beach
❑ Bordering Vegetated WeUand (BVUN) ❑ Rocky Intertidal Shore ❑ Coastal Dune
❑ Salt Marsh � Coastal Bank
b. Complete for all pkroposed activities located, in whole or in part, in Wetland Resource Area(s).
Inland Resource Areas:
Bordering Vegetated Wetlands: Bordering Land Subjed to Flooding:
Square Feet altered Volume of Flood Storege Lost(cubic feet)
Square Feet repiaced Volume of Flood Storage Compensation(cubic feet)
Land Under Water Bodies: Isolated Land Subject to Flooding:
Square Feet attered Volume of Flood Storege Lost(cubic feet)
Cubic Yartls dredged Volume of Flood Storege Compensation(cubic feet)
Bank:
Linear Feet aftered
Coastal Resource Areas:
Coastal Dune: Land Under Salt Pond:
-0- -0-
Square Feet attered Square Feet attered
Cubic XardsNolume removed Cubic Yards dredged
Salt Marsh: Rocky Intertidal Zone:
-a -o-
Square Feet attered Square Feet attered
Coastal Bank: Designated Port Area:
-0- -0-
Linear Feet attered Square Feet attered
Massachusetts Department of Environmental Protection DEP Fife Number:
� Bureau of Resource Protection -Wetlands
WPA Form 3 - Notice of Intent ProvidedbyDEP
Massachusetts Wetlands Protection Act M.G.L. c. 131, 40 saiem
� Town
C. Activities Subject to Regulations (cont.)
Fish Run: Land Containing Shellfish:
_p_ _�_
Linear Feet attered Square Feet attered
Land Subject to Coastal Stortn Flowage: Beach:
-a
Square Feet attered Square Feet attered
Land Under Ocean:
-a
Square Feet aRered
Cubic Yards dredged
Rivertront Area:
a. Name of Watervvay (if available):
North River
b. Width of Rivertront Area (check one):
❑ 25 fl. - Designated Densely Developed Areas only
❑ 100 ft. - New agricultural projects only
� 200 ft.-All other projects
c. Describe how the Mean Annual High-Water Line was determined:
Mean High Tide Line.
d. Distance of proposed activity Gosest to the Mean Annual High-Water line:
70
Feet
e. Total area of Riverfront Area on the site of the ro
p posed project:
83,900
Square Feet
f. Proposed alteration of the Rivertront Area:
10,000 4,000 6,000
Total Square Feet Square Feet within 100 ft. Square Feet behveen 100 ft.and ZW ft.
— _ ��
Massachusetts Department of Environmental Protection DEP File Number
� Bureau of Resource Protection -Wetlands
WPA Form 3 - Notice of Intent ProvidedbyDEP
� Salem
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 ro�,�,
C. Activities Subject to 92egulation (cont.)
2. Check all methods used to delineate the Bordering Vegetated Wetland (BVVV) boundary:
❑ Final Order of Resource Area Delineation issued by Conservation Commission or DEP (attache�
❑ DEP BVW Field Data Fortn (attached)
❑ Final Detertnination of Applicability issued by Conservation Commission (attached)
❑ Other Methods for Detertnining the BVW boundary (attach documentation):
❑ 50°� or more wetland indicator plants
❑ Saturatedfinundated conditions exist
❑ Groundwater indicators
❑ Direct observation
❑ Hydric soil indicators
❑ Credible evidence of conditions prior to disturbance.
3. a. Is any portion of the proposed project located in estimated habftat as indicated on the most
recent Estimated Habitat Map of State-Listed Rare Wetland Wildlife published by the Natural
Heritage and Endangered Species Program?
❑ Yes If yes, inGude proof of mailing or hand delivery of NOI to :
Natural Heritage and Endangered Species Program
Division of Fisheries and Wildlife
Route 135, North Drive
Westborough, MA 01581
� No
2000-2001 Atlas
Date of Map
b. Is any portion of the proposed project within an Area of Critical Environmental Concem (ACEC)?
❑ Yes If yes, provide name of ACEC (see Appendix D for ACEC locations):
ACEC
� No
c. Is any portion of the site subject to a Wetlands Restriction Orcler under the Inland Wetlands
Restriction Act(M.G.L. c. 131, §40A) orthe Coastal Wetlands Restriction Ad (M.G.L. c. 130, § 105)?
❑ Yes
� No
..�...u..�aJ..�..�.� �'IH5P1I1 0.nn4NY
Massachusetts Department of Environmental Protection DEP File Number:
Bureau of Resource Protection -Wetlands
WPA Form 3 — Notice of Intent ProvidedbyDEP
\ Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 s�m
D. Performance Standards
1. Is any portion of the proposed activity eligible to be treated as a limited project subject to 310 CMR
10.24 or 310 CMR 10.53?
� Yes If yes, describe which limited project applies to this project:
10.53q- Mitigation of release or threat of release of hazardous material.
LimRed Project
❑ No
2. Is any activity within any Resource Area or Buffer Zone exempt from pertormance standards of the
wetlands regulations, 310 CMR 10.00.
❑ Yes If yes, describe which exemption applies to this project:
Exemption
� No
3 a. Is the project located in the Riverfront Area?
� Yes If yes, indicate the proposed project purpose:
❑ Single Family House ❑ Industrial Development
❑ Residential Subdivision ❑ Commercial Development
❑ Transportation � Other(describe)
Hazardous material removal
b. Was the lot where the activity is proposed created priorto August 1, 1996?
� Yes
❑ No
4. a. Describe how the project will meet all pertortnance standards for each of the resource areas
altered, inGuding standards requiring consideration of altemative project design or location.Attach
narrative and supporting documentation.
b. Is this project exempt from the DEP Stormwater Policy?
� Yes If yes, explain why the project is exempt::
No new impervious surtaces are proposed.
❑ No If no, stortnwater management measures are required. Applicants are encouraged to
complete Appendix C: Stortnwater Management Fortn and submit it with this fonn.
f
� Massachusetts Department of Environmental Protection DEP File Number.
� Bureau of Resource Protection -Wetlands
WPA Form 3 - Notice of Intent ProvidedbyDEP
Massachusetts Wetlands Protection Act M.G.L. c. 131, 0 saiem
� row�
E. Additional Information
Applicants must inGude the following with this Notice of Intent(NOI):
• USGS or other map of the area (along with a narrative description, if necessary), containing sufficient
information for the Conservation Commission and the Department to locate the site.
• Plans identifying the location of proposed activities(inGuding activities proposed to serve as a
Bordering Vegetated Wetland (BWIn replication area or other mitigating measure) relative to the
boundaries of each affected resource area.
• Other material identifying and explaining the detertnination of resource area boundaries shown on
plans(e.g., a DEP BVW Field Data Form).
• List the titles and final revision dates for all plans and other materials submitted with this NOI.
F. Fees
The fees for work proposed under each Notice of Intent must be calculated and submitted to the
Conservation Commission and the Department(see Instructions and Appendix B.Wetland Fee
Transmittal Form).
No fee shall be assessed for projects of the federal govemment,the Department, or cities and towns of
the Commonwealth.
Applicants must submit the following information (in addition to pages 1 and 2 of Appendix B)to confirtn
fee payment:
�9��� =�a�s
� a��� _ ,�� t p�
Check Number Check d e
�� i�u R. Kar u-�� F�o �„�e,f v i eae� �a ��L� Te�.�,�}-.
Payor name on check —�— �—� ApplicaM name(if differen�m pa or)
G. Signatures and Submittal Requirements
I hereby certify under the 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. 1 understand
that the Conservation Commission will place notification of this Notice in a local newspaper at the
expense of the applicant in accordance with the wetlands regulations, 310 CMR 10.05(5)(a).
I fuAher certify under penaRies of pe�ury that all abutters were notified of this application, pursuant to the
requirements of M.G.L. c. 131, §40. Notice must be made in writing by hand delivery or certified mail
(retum receipt requested�ll abutters wRhin 100 feet ofthe property li�e of the project location.
.r-
�g re of pplicaM Dffie
Signature of operty Owner(if diflereM) Date
� ��63
Si aN o eprese (if y Date
i Massachusetts Department of Environmental Protection DEP File Number:
� Bureau of Resource Protection -Wetlands
WPA Form 3 - Notice of Intent ProvidedbyDEP
` Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 s�m
G. Signatures and Submittal Requirements (cont.)
For Conservation Commission:
Two copies of the completed Notice of Intent(Form 3), inGuding supporting plans and documents;two
copies of pages 1 and 2 of Appendix B; and the cityttown fee payment must be sent to the Conservation
Commission by certified mail or hand delivery.
For DEP:
Two copies of the completed Notice of Intent (Form 3), inGuding supporting plans and documents;two
copies of pages 1 and 2 of Appendix B; and a copy of the state fee payment must be sent to the DEP
Regional Office(see Appendix A) by certified mail or hand delivery.
Other:
If the applicant has checked the"yes' box in any part of Section C, Item 3, above, referto that section
and the Instructions for additional submittal requirements.
The original and copies must be sent simuttaneously. Failure by the applicant to send copies in a timely
manner may resutt in dismissal of the Notice of Intent.
Massachusetts Department of Environmental Protection
� Bureau of Resource Protection -Wetiands
� WPA Appendix B — Wetland Fee Transmittal Form
�\ Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
�m���t: A. Applicant Information
When filling out
forms on the 1. Applicant:
computer, use
only the tab Riverside Reatty Trust, Julianna Tache, Tr.
key to move Name
yourcursor- 208 Derby StPeet
do not use the Mailing Address
return key. Salem MA 01970
� City/Town State Zip Code
' °' 978-745-2004
Phone Number
�� 2. Property Owner(if different):
Same
Name
Mailing Address
City/Town Stffie Zip Code
Phone Number
3. Project Location:
24 Saunders Street Salem
Street Address CRy/Town
B. Fees
To calculate
fiiing fees, refer Abbreviated Notice of Resource Area Delineation (Form 4A):
to the category
fee list and The fee is calculated as follows(check applicable project type):
examples in
Section D of
this form. ❑ single family house project
X$1.00=
(feet of BVVV) Total fee(not to exceed$100)
❑ all other projects
X$1.00=
(feet of BVVV) Total fee(not to exceed$1,000)
State share of filling fee:
(1/2 oftotalfee less$12.50)
Cftylfown share of filling fee:
(V2 oftotal fee plus$12.W)
u�.,..«....a w..,..e.......a:�.e..v,ni��rrn o.,.e�.e a
Massachusetts Department of Environmental Protection
� ' Bureau of Resource Protection -Wetlands
WPA Appendix B — Wetland Fee Transmittal Form
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
B. Fees (cont.)
Abbreviated Notice of intent(Fortn 4)or Notice of Intent(Fortn 3):
The fee should be calculated using the following six-step process and worksheet:
Step 7lType of Activity: Describe each type of adivity (see Section D for a list of activities)that will
occur in wetland resource area and buffer zone.
Step 2/Number of Activities: Identify the number of each type of activity.
Step 3Andividual Activity Fee: Identify each activity fee from the six project categories in Section D.
Step 4/Subtotal Activity Fee: MuRiply the number of adivdies (identified in Step 2)times the fee per
category(identified in Step 3)to reach a subtotal fee amount. Note: If any of these activities are in a
Rivertront Area in addition to another Resource Area or the Buffer Zone,the fee per adivdy should be
multiplied by 1.5 and then added to the subtotal amount.
Step 5/Total Project Fee: Determine the total projed fee by adding the subtotal amounts from Step 4.
Step 6lFee Payments:To calculate the state share of the fee, divide the total fee in half and subtract
$12.50. To calculate the citykown share of the fee, divide the total fee in half and add $12.50.
Step 1/Type of Activity Step 2/Number Step 3/lndividual Step 4/Subtotal
of Activities Activity Fee Activity Fee
3 d Hazarcious Cleanup 1 $525.00 $525.00
Step 5lfotal Project Fee:$525.00
Step 6/Fee Payments:
Total Projed Fee:$525.00
(Total fee from Step 5)
State share of filing fee:$250.00
��ncoai ree�ess St2.so�
City/Town share of filling fee:$275.00
��nmra�ree qus$�2so�
\�/mfn�O ArV..AnwAry G�.si YM A/M pnnn 7 M P
r
���c� � CITY OF SALEM
�
� �� � � �
�,���� CONSERVATION COMMISSION
October 2Q 2003
Atty.John R. Keilty
Keilty Law Off�ices
40 Lowell Street
Peabody,MA 01960
RE: Fine Issued for Violation of Enforcement Order for the Parcel Located at 24
$aunders Street
Dear Atty. Keilty:
As you are aware, at the September 11, 2003 regularly scheduled meeting of the Salem
Conservation Commission,the Commission voted(5 in favor, l opposed)to issue a fine of
$100.00 for each day that the applicant was in violation of Condition#1 of its July 24,2003
Enforcement Order to perform remediation work at 24 Saunders Street.
The Conservation Commission found that the applicant was in violation of iu Enforcement
Order for a total of 26 days. The total fine for this violation is $2,600.00.
It has been 40 days since the Commission's vote and as of the date of this letter,the fine has
not been paid. Please remit $2,600.00 payable to:
City of Salem Conservation Commission
RE: Violation of Enforcement Order for 24 Saunders Street
Failure to remit payment of this fine within thirty(30)days from the date of this letter will
result in this matter being forwarded to the City's Legal Department for appropriate action.
Sincerely,
�"
sy� ,{ —___
.,,.. "-
'
Don Cefalo
Conservation Commission Agent
' CC: Riverside Realt}� Trust, c/o George Fallon
Salem Conservz�ion Commission
Atry.John Keenan, City Solicitor
DEP - SERO
. �"7 V'?.cHl^�r.TOn STRFET. S?.LE� , '�f' S.S..-.CI'USETTS O].�%O � TEL: ��H-f'75.4�9� F:1�' 97H.ZdO.O4O4 � WWV.�.S,qLEM.CO�A
-
1 �.�5 1
�
Tache Real Estate
REALTORS
October 3Q 2003
City of Salem
Conservation Commission
120 Washington Street
Don Cefalo—Commission Agent
Re: Fine issued for pazcel at 24 Saunders Street, Sa1em, MA
Deaz Don
I just received yoar letter regazding the "overdue" status of our fine for the above
mentioned property. I have never received the original reprimand to respond to.
I need to have the original letter from the Board outlining the violation, the vote and the
penalty. This has been requested by my attorney as a procedural matter.
I look forward to receiving this notice and will promptly respond. If you have any
questions please call.
Th you,
George allon
RECEIVED
NOV n 6 2003
DEPT.OF PLANNING&
CO"1IMUNIIY D[VeLOPMENT
�
208 DERBY STREET,SAIEM,MASSACHUSETTS 01970/(978)745-2004•1-800-875•2920•FAX(978)745-0450 www.tache.com °•,••o"•
�
J �
Tache Real Estate
, REALTORS �
October 30, 2003
City of Salem
Conservation Commission
120 Washington Street
� Don Cefalo—Commission Agent
Re: Fine issued for pazcel at 24 Saunders Street, Salem, MA
,,, Dearpon
�
I just received your letter regazding the"overdue" status of our fine for the above
mentioned property. I have never received the original reprimand to respond to.
I need to have the original letter from the Boazd outlining the violation, the vote and the
�
penalty. This has been requested by my attorney as a procedural matter.
I look forward to receiving this notice and will promptly respond. Tf you have any
questions please calL
Th you,
George allon
� � ��.�i_:���� �
� ' ;:� ;!C:� !
, ,
J�P7 ����� �,��(,�-_,� �
i �:p `�,i*:�rri'� . ;i�?P.`l�fV?� �
208 DER6Y STREET,SALEM, MASSACHUSETTS Oi 970/(978)745-2004• 1-800-875-2920�FAX (�78)i45•0450 www.tache.com "F�'
�
.
� � ��o�
� �
GrY oF Sn�.�
�.��M-� DEPARTMENT OF PLANNING AND
�
COMMUNITY DEVELOPMENT
STANLEY J.USOVICZ�IR. � .
MAYOR . �ZO WASHINGTON STREET�SALFM,MASSACHUSETTS OI97O
JOSEPH P.WALSH,Ja. TEL:978-745-9595•FAX:978-740-0404 -
- � DIRECTOR
November 17, 2003
Attorney John R. Keilty
Keilty Law O$ices
40 Lowell Street
Peabody,MA 01960
RE: Follow-up Letter-Enforcement Order Fine for the Parcel Located at 24 Saunders
Street
Dear Attorney Keilry:
This is a follow-up to the October 20, 2003 correspondence from the city regarding the
issuance of the Salem Conservation Commission fine for 24 Saunders Street. As yon are
aware on Thursday,September 11, 2003,at the regularly scheduled meeting of the Salem
Conservation Commission,the Commission voted by a vote of five(5)in favor and one(1)
opposed to issue a non-compiiance fine to Riverview Realry Trust(applicant)in regards to
the Enforcement Order for 24 Saunders Street. The Commission determined that the
applicant did not comply with Condition 1t 1 of the Enforcement Order.
Condition kl reads the following:
"The stockpiled contaminated earth material shall be removed from the site
under the supervision of a licensed site professional as soon as possible and
in no event later than August 8, 2003 (two (2) weeks from the date of this
Enforcement Order)".
The Commission acted under the jurisdiction of the Ciry of Salem Ordinance Pertaining to
General Wetlands,which states,"Any person who violates any provisions of this Ordinance
or any condition of a permit issued pursuant to it shall be punished by a fine of not more
than $200.00. Each day or portion thereof during which a violation continues shall
constitute a separate offense". At the September 11,2003 meeting,the Commission voted
to issue a fine of$100.00 a day for each of the 26 days that the applicant was found to be in
non-compliance (the stockpiled material was not removed from the site until September4,
2003�. The total fine issued was $2,600.00.
�
t
Piease remit $2 600.00 made a able to:
� PY
City of Salem Conservation Commission
RE: Violation of Enforcement Order for 24 Saunders Street
This will be your final notification,failure to remit payment of this fine within thirty(30)
days from the date of this letter will result in this matter being forwarded to the Ciry's Legal
Department for appropriate action.
Please contact me at the Department of Planning and Community Development at (978)
745-9595, extension 311 if you have any questions.
Sincerely,
�u�.�����A���"`^' �.
Denise S. McClure
Deputy Directar
Cc: Riverside Realty Trust, c/o George Fallon
Atty.John Keenan, City$olicitor
Atty.James Gilbert, Assistant City Solicitor
Salem Conservation Commission
Department of Environmental Protection -NERO
� Gn oF Sfv.E.n�
� � �.
��, � DEPARTMENT OF PLANNING AND
�
COMMUNITY DEVELOPMENT
Srnr��ev J.Usov�ci,Je.
. MAYOR - IZO WASHINGTON STRFFT�SALEM,MASSACHUSETTS OI97O -
� JOSEPH P.WALSH�Je. � TEL:978-745-9595•fAX:978-740-0404 �.
D�ec ron
November 17, 2003
, Attorney John R. Keilty
Keilty Law Offices
40 Lowell Street
Peabody,MA 01960
RE: Follow-up Letter-Enforcement Order Fine for the Pazcel Located at 24 Saunders
Street
Deaz Attorney Keilty:
This is a follow-up to the October 20, 2003 correspondence from the city regazding the
issuance of the $alem Conservation Commission fine for 24$aunders Street. As you aze
aware on Thursday, September 11,2003,at the regulazly scheduled meeting of the Salem.
Conservation Commission,the Commission voted by avote of five(5)in favor and one(1)
opposed to issue a non-compliance fine to Riverview Realty Trust(applicant�in regazds to
the Enforcement Order for 24 Saunders Street. The Commission determined that the
, applicant did not comply with Condition # 1 of the Enforcement Order.
Condition#1 reads the following:
"The stockpiled contaminated earth material shall be removed from the site
under the supervision of a licensed site professional as soon as possible and
in no event later than August 8, 2003 (two (2) weeks from the date of this
Enforcement Order)".
The Commission acted under the jurisdiaion of the Ciry of Salem Ordinance Pertaining to
General Wetlands,which states,"Any person who violates any provisions of this Ordinance
or any condition of a permit issued pursuant to it shall be punished by a fine of not more
than $200.00. Each day or portion thereof during which a violation continues shall
' constitute a separate offense". At the September 11,2003 meeting,the Commission voted
to issue a fine of$100.00 a day for each of the 26 days that the applicant was found to be in
non-compliance (the stockpiled material was not removed from the site until September 4,
2003). The total fine issued was $2,600.00.
�
1
Please remit $2,600.00 made payable to:
City of Salem Conservation Commission
RE: Violation of Enforcement Order for 24 Saunders Street
This will be your final notification,failure to remit payment of this fine within thirty(30)
days from the date of this letter will result in this matter being forwazded to the City's Legal
Department for appropriate action.
Please contact me at the Department of Planning and Community Development at(978)
745-9595, extension 311 if you have any questions.
Sincerely,
�������j���l'��.""' "
Denise S. McClure
Deputy Director
Cc: Riverside Realry Trust, c/o George Fallon
Atty.John.Keenan;City Solicitor
Atty.James Gilbert, Assistant City Solicitor
Salem Conservation Commission
Department of Environmental Protection-NERO
I
�
��, ;; �v��;co� �
,; � CITY OF SALEM
���q��� CONSERVATION COMMISSION
October 20, 2003
Atty.John R. Keilty
Keilty Law Offices
40 Lowell Street
Peabody,MA 01960
RE: Fine Issued for Violation of Enforcement Order for the Parcel Located at 24
Saunders Street
Dear Atry. Keilty:
As you are aware, at the September 11, 2003 regularly scheduled meeting of the Salem
Conservation Commission,the Commission voted(5 in favor, l opposed)to issue a fine of
$100.00 for each day that the applicant was in violation of Condition#1 of its July 24,2003
Enforcement Order to perform remediation work at 24 Saunders $treet.
The Conservation Commission found that the applicant was in violation of its Enforcement
Order for a total of 26 days. The total fine for this violation is $2,600.00.
It has been 40 days since the Commission's vote and as of the date of this letter,the fine has
not been paid. Please remit $2,600.00 payable to:
City of Salem Conservation Commission
RE: Violation of Enforcement Order for 24 Saunders Street
Failure to remit payment of this fine within thirty(30)days from the date of this letter will
result in this matter being forwarded to the City's Legal Department for appropriate action.
Sincerely,
�`�� —
�
Don Cefalo
Conservation Commission Agent
CC: Riverside Realry Trust, c/o George Fallon
Salem Conservation Commission
Atty. John Keenan, City Solicitor
DEP - SERO
120 WnsiiirvcTon STRFeT, S��eM, MAssncHuscrrs 01970 . Te�: 978.745.9595 Fnx: 978.740.0404 . www.sn�Em.coM
�c� C►n oF S��
�� � 9
,���T DEPARTMENT OF PLANNING AND
COMMUNITY DEVELOPMENT
- STANLEY J.USOVICZ�JR.
MAYOR . �ZO WASHINGTON STREEf�SALFM,MASSACHUSETTS OI9�IO
IOSEPH P.WALSH�JR. TEL:978-745-9595•FAX:978-740-0404
DIRECTOR
January 14, 2004
Attorney John Keenan
City Solicitar
City of Salem
222 Essex Street
-Salem, MA 01970 '
RE: 24 Saunders Street-Conservation Commission Fine for Violation of Enforcement Order
Dear Attomey Keenan:
At a regularly scheduled meeting on September 11, 2003, the Salem Conservation Commission
issued a fine to Riverview Realty Trust (applicant) in the amount of$2,600.00 for violation of an
Enforcement Order for work performed at 24 Saunders Street. A letter was sent to the applicant's
attorney,Jack Keilty,on November 17,2003 requiring the fine to be paid within 30 days of the date
of the letter. It has been 57 days and the fine has not been paid.
I am referring the matter of non-payment of the$2,600.00 fine issued in regards to the Enforcement
Order for 24 Saunders street to the Ciry's Legal Department for appropriate action.
Please feei free to contact me at (978) 745-9595, extension 311 if you have any questions or need
further information.
Sincerely,
� ����,�" '�,�.''Y
Denise S. McClure, AICP
Deputy Director
Cc: James Gilbert, Assistant Ciry Solicitar
Attorney Jack Keilty
M r
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J. G & G TRUST 13
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N° 1217
II� PAMOUNT ��� �
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in
� OATE CHECK N0. TO THE OAOE OF �
� OESCIiIPTION CHECK AMOUNT
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ii• OOi217u' �;O1i301798�: 40 i772702i�'
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� D
ENGINEERING • TECHNOLOGY
P.O. Box 848•Salem, Massachusetts 01970•Telephone: 978-745-4569•Fax: 978-745-4881
October 3, 2003 �
Mr. Donald Cephalo RECEIVED
Conservation Commission
120 Washington Street ��ti� u � 2003
Salem, MA 01970
DEPT.OF PLANNING&
COMMUNITY DEVELOPMENT
Re: 8 Pearl Street, Salem, additional Testin¢
Dear Members; —
In accordance with your request for additional subsurface soil sampling and chemical analysis, we have
advanced 13 test pits to 5-6' below grade in areas of the property not previously investigated. The
location of the test pits was proposed at the September 11, 2003 meeting and is shown on the
accompanying Site Plan and will be added to the blueprint. Wheo ash layers were encountered, adjacent
test pits were excavated to view the e�ctent and direction of the ash landfill. Two additional ash
deposition areas (5-13 and 5-18) have been identified for removal on the basis of elevated lead values.
Two other areas 5-16 and 5-17 had limited 12" layers of grey and black ash that require more
excavation to determine extent. The soil values can be observed in Table 1.
The enclosed package includes the following for the October 9�'meeting.
6cc Table 1 -Analysis Summary
6cc Site Plan with 9/16/03 Test Pits
6cc Photographs of Soil Strata
6cc Soil Logs— S-I 1 to 5-21
6cc Laboratory Reports
2cc Health and Safety Plan
(as required by DEP)
Please call if you have any questions on this material.
Very truly yours,
SP Engineering, Inc.
Q-�-�r�. P�
Bruce M. Poole
President
BMPJsm
CC: Goerge Fallon
�
TABLE 1
ANALYSIS SUMMARY
8 PEARL STREET
TEST PITS
Location Depth Lead mg/kg
S-il 0-4' 290
5-12 0-4' 16.7
S-13A 0-3' 2080*
S-13B 3-6' 1080*
S-13C 0-5' 939*
5-14 0-4' 146
5-15 0-5' 346
S-16 0-5' S622#
5-17 0-5' 1782*
S-18 1-3' 6131*
5-19 0-4' 696
5-20 0-3' 828
S-21 0-4' 1078
* Areas with visible ash layers to be removed
I�
� _
I �.,�,. _ '
` � _ Health & Safety Plan � - � _
For
Release Abatement Measures "
at the former -
SALEM SHOE FACTORY
8 Pearl Street
Salem, MA 01970
Prepared by:
SP Engineering, Inc.
Tel: 978-745-4569
Health and Safety Plan
for
Release Abatement Measure
' at the former
Salem Shoe Factory
8 Peazl Street
Salem, MA
A. STTE DESCRIPTION - __ � - �
Date of On-site Activities: October-December 2003
Location 8 Pearl Street
Salem, MA '
Release Tracking Number(RTI�--
Hazards: Physical- ingestion, dermal absorption and
inhalation of dust and ash
Area Affected Neaz surface soil throughout ZO%
of the site aze historical ash landfills from
residential and coal ash
Surrounding Population Commercial and Residential
Current Site Use Vacant and primarily covered with overgrown
vegetarion
Weather Conditions Varies-50's-70's °F
Light rain and low wind desirable
B. WORK OBJECTIVES
The objective of this project is the excavation and stabilization of lead contaminated ash and soil in
order to reduce the leachability ofthe soil to at or below Hazazdous Regulatory Requirements(i.e.
TCLP level of 5 mg/1) in order to allow for off-site recycling at an asphalt batcfung plant, Aggregate
Recycling Corp., in Elliot, Maine.
The soil stabilization program will be performed by United Retek Corp. ofMedway, MA, a well
established firm with over 15 years experience in soil'stabilization. Personnel and associated
equipment including a front end loader and excavator will be brought to the site to implement the
stabilization process. The contaminated soi] will be excavated and then stabilized to envuonmentally
and/or structurally improve the soils to meet the applicable testing requirements. The soil will be
processed utilizing a blend of dry phosphate and minera(ore, mixed at one percent by weight, in
windrows turned a minimum of three rimes. The process will result in an end product, where the lead
, is bound up and which will be suitable for off-site recycling. The excavation and stabilization is
estimated to take 2-3 days and the riuck loading 1 day.
If warranted at the time, dust suppression activities performed during the excavation program will
include continuously spraying the excavation with water and additional dust suppression activities may
include additional spraying,waiting for gusts of wind to cease, or if necessary supplement the dust
suppression activities with calcium chloride.
. C. ON-SITE ORGANIZATION AND COORDINATION ' - s =
T'he following personnel are designated to carry out the stated functions on-site:
Project Teazn Leader Bruce Poole .
Pro'ect Team Leader II Paul Sutton, LSP -United Retek
Scientific Advisor David Braznle - LSP
Site Safe Officer Bruce Poole
Record Kee er Bruce Poole
Field Team Leader Jeffe -United Retek
Field Team Members Roger-United
Rainer Bauder
(Note: One person may cazry out more than one job function).
All personnel azriving or departing the Site should check in with ihe Record Keeper: All activiries
affecting the excavation and remediation activities must be cleared ttuough the Project Team Leader
and/or Site Safety Officer.
D. ON-SITE CONTROL
SP Inc., has been desigiated to coordinate access control and security on-site. Controls will consist
of the maintenance of the orange construction fence surrounding the soil pile and any excavations left
open ovemight. Signs will be posted warning of Lead Contamination.
Removed soil and ash will be placed on plastic and covered with plastic daily. Groundwater will not
be allowed to accumulate in excavations and holes will be filled to less than 4' deep everyday.
E. Aa�aun EVALUATION
,
According to site assessment data,the contaminant of primary concem is Lead in the ash and soil at
the site. The azea of greatest concern for lead contamination is present over the central and southern
' portions of the property. Areas to be excavated have been determined by the evaluation of 21 test
pits. The elevated metal levels were previously detected in the soil and/or groundwater, and include
the highest levels detected from the most recent rounds of testing (September, 2003).
Extensive analysis of the removed soil piles did not reveal petroleum compounds (Q00 mg/kg),
PAH's (<.20 mg/kg),volatile organics (TTOX<110 mg/kg),PCB's (<.02 mg/kg),other heavy
metals and Cyanide.
Table 1
- Summary of Site OHM -
���' �.�>������'„��`��ao�a�hou m� �� _ '
�,�' � .�.,� a . �� �_: ,�:,
�'x�"'�,.r�`�r?� n` ��S€ ��� : �ta"�µ.. .�*� �"�"�'''�"x.�rt.:�"���`'``� ��J'l-m�- � � .
j��li..Q�410 "6� � �°�r 5��.'�� •� 3=�/�Qu�adwater4'��� Y�II7�y �..•. � ��:
�?.a�'z..�4.. .�..«3-�'_. ��w..�!�5.:_V ._a"�'� -
Soil Pile 1 508 0.104 See Attached �
Soil Pile 2 1468 See Attached
Soil Pile 3 4009 - 0.948 See Attached
Soil Pile 4 1162 See Attached
Exposure risks for the excavarion program to be performed to stabilize the contaminated soil at the
site aze primarily through ingestion, dermal contact, and breathing of dust(inhalation).
Hazardous material information sheets for each of the detected/suspected contaminanu can be found
at the end of this report.
F. ENVIIiONMENTAL MONTTORING
Workers will be notified of the presence of Lead contaminated soil and groundwater, and proper
� precautions by the excavation contractor (United Retek), and any subcontractors present will be
undertaken. To further safeguard the Health of the workers and neighbors, continuous air sampling
will be conducted at the property line which is 20-30' from the soil stockpile area. The OSHA
approved battery powered sampling unit filters air through a glass fiber filter which retains all dust
greater that 0.45 microns. The filter is dissolved in acid and the lead value determined by flame
Atomic Absorption Spectroscopy. The results will be compared to the ST'EL (Short Term
Exposure Limits) values from the Industrial Hygiemsts "Documentation of TLV's, 1998",which for
lead is .450 mg/m3. If there is an exceedance for any time period, the process will be modified to
mitigate release. (i.e. more misting,wait for rain, etc.).
G. PERSONAL PROTECTIVE EQUIPMENT
The following is a brief description of levels of protection to be used by the site personnel in
accordance with applicable OSHA regulations) 29 CFR 1910.120):
- _
__
Table 2
Summary of OSHA PmtecNon Levels
Level D Work Clothes, Coveralls
Safety Boots/shoes
Chemically protective outer gloves
Hazd hat _
Safe lasses
' - _ Level C Half mask air purifying respirator � - �. _
Chemically resistant suit-Tyvex
Outer gloves-surgicai latex
Hazd hat
Safe shoes, chemicall rotective, steel toe and stiank
Level B Self-contained breathing apparatus
Chemically resistant suit-Tyvex
Outer rubber slush boots
Outer chemically resistant gloves-Neoprene, inner
gloves-cotton
Hazd hat
Safe shoes/ lasses or face shield
The entry level of protection for all activities associated with the excavation, stabilization and
loading activities will be Level D. The level of protecrion may be upgraded to Level C,if necessary.
F. EMERGENCY PROCEDURES
Communication of emergency signals in the work area will be with verbal commands. A Cell
Phone wiil also be made available for communication to or from the site in case of an emergency.
The following standazd emergency procedures will be used by on-site personnel. The Site Safety
Officer shall be notified of any on-site emergencies and be responsible for ensuring that the
appropriate procedures aze used:
,
Personal Imury m the Exclusion Zone: _
Upon notification of an injury in the Exclusion Zone, a rescue team will enter the Exclusion Zone (if
required)to remove the injured person to the "hodine". 1'he Site Safety Officer and Project Team
Leader should evaluate the nature of the injury prior to movement to the Support zone. The on-site
Project Team Leader shall arrange for appropriate first aid, and contact should be made for an
ambulance and with the designated medical facility (if required).No persons shail re-enter the
Exclusion Zone until the cause of the injury or symptoms is determined.
- Personal Iniury in the Support Zone:
Upon notification of an injury in the Support Zone,the Project Teazn Leader and Site Safety Officer
will assess the nature of the injury. If the cause of the injury or loss of the injured person does not
affect the performance of site personnel, operationsmay continue,with the on-site Pmject Team
Leader inivating the appropriate first aid and necessary follow-up as stated above. If the injury
� _ increases the risk to others, all site personnel shall move to the "decontamiriarion line" for further _
instructions. Activities on-site will cease until the risk is removed or min;mi�ed.
Fire or Exnlosion: '
Upon notification of a fire or explosion, all site personnel will assemble at the "decontaminaUon
line". T'he Fire Department shall be a(erted and all personnel immediately moved to a safe distance
from the involved area. Due to the type of contamination present, the ttueat of fire or explosion is
not considered likely.
Personal Protective Equinment Failures:
If any worker experiences a failure or alteration of protective equipment that affects the protection
factor that person and lris/her "buddy" shall immediately leave the Exclusion Zone. Re-entry shall
not be permitted until the equipment has been repaired or replaced.
Other Eauinment Failures:
If any other equipment on-site fails to operate properly,the Project Team Leader and Site Safety
Officer shall be notified and then determine the effect of tlus failure on continuing operations on-
site.
If the failure affects the safety of personnel or prevents completion of the Work Plan tasks, all
personnel shall leave the Exclusion Zone until the situation is evaluated and appropriate actions
taken. In all situations, when an on-site emergency results in evacuation of the Exclusion Zone,
personnel shail not re-enter until:
1. The conditions resulting in the emergency have been corrected;
2. The hazards have been re-assessed;
3. The Site Safety Plan has been reviewed and modified accordingly;
4. Site personnel have been briefed and have implemented any changes in the Site Safety Plan;
5. Personal Monitoring is implemented.
H. DECONTAbIINATION PROCEDURES
If applicable, clean level D clothing will be utilized by site personnel each day, prior to initiation of
work.. Aazd hats and boots shall be brushed clean to remove dust or soil particles at the end of the
day. This shall be followed by a water rinse of boots, hard hats, etc. If utilized, respirators will be
_ discarded-following use. Decontamination shall be concluded with washing hands and face. All
field screening equipment, tools and vehicles shall also be cleaned at the site after use.
I. EMERGENCY INFORMATION "
Tabie 3
Emergency Telephone Numbers
Salem Police D artment 911
Salem Fire De artment mer enc 9ll
Ambulance Service 91 I
Nearest Hos ital—Salem 978 741-1215
Pro'ect Safe Officer—Bruce Poole 978 745-4569 —Cell # 781 589-1596
Scientific Advisor—Paul Sutton 508 478-5500
Additional Emer enc Contacts:
Chemtrec 800 4249300
TSCA Hotline 800 4249065
ATF x losives 800 424-9555
National Res onse Center 800 424-8802
Pesticide Information Ceirter 800 845-7633
RCRA Hotline 800 424-9346
CMA Chemical Referral Center 800 262-8200
National Poison Control Center 800 942-5969
US DOT 202 366-0656
Center For Disease Control 404 633-5313
DOT Hazardous Material Info 202 366-4488
Emergency Planning & (800) 535-0202
Comm ni Ri ht- o-Know �
F'EMA 817 898-9104
OSHA (800)582-1708
Primary Source of Medical Attention
Facili Name Salem Hos ital
Address 81 Hi hland Avenue, Salem, MA
Tele hone (978 741-1215
` Directions to Salem Hospital:-
l. Start out going south on Bridge Street towazd Rte. 114 by tuming right at the end of
Saunders Street ,
2. Cross over Rte. 114, continue on Bridge Street `
3. Take left on Boston Street, at lights and Dunking Donuts
4. Take right at lights to Essex Street, which tums into Highland Avenue, Hospital is '/z mile
on left.
H. SIGNATURE LLST
All site personnel have read tlris Health and Safety Plan and are familiar with its provisions:
Site Safety Officer Bruce Poole
Project Team Leader Paul Sutton. LSP
Other Site Personnel Jeff Snow
Roger Larson
,
��
��p average concentration of lead dust and fume at or below
0.5 mg/m�, combined with a medical program, would as-
pb sure adequate control.Weber�e�considered the 0.15 mg/m�
' - too low, but stipulated that 0.3 mg/m� should not be ex-
inorganic Cnmpounds, Dusr and Fume,as vb ceeded (as time-weighted average�. He found Ihat an at-
TLV,0.'15 mg/rtP f mospheric concenVation of 0.43 mg/m3 corresponded to _
0.20 mg/L of urine, a level considered by some investiga-
STEL, 0.45mg/m3 tors to represent Ihe upper limit of safety. Elkins�9� assem-
bled the data available on lead in air and lead in urine and
Lead is a metallic element atomic number 82, aromic conduded Iha[ a urinary lead concenVa[ion of 0.20 mg/L
weight 207Z, in Group IVB of the periodic table. This Would, on the average, correspond to an air-lead value of �
"' heavy, ductile, grey metal has a specific g�aviry of 11.35, 0.20 mg/m�.
me/ting point of 327.4°Canda boiling poin[of 1755°C. Its On [he basis of these reports and unpublished da[a
vapor pressure becomes significant; from a health stand- from several sources, the TW for lead was increased from
point, only above SOl7°C Only a few lead compounds are 0.15 [0 0.20 mg/m� in 1957. Some authori[ies continued to
appreciably soluble in water, but many are dissolved by use the previous limit, however.�10� Schrenk���� implied that
acids and most are suHiciently soluble in body fluids to be the 0.'IS mg/m3 value was to be preferred.The preponder-
toxic, especially when inhaled in finely divided form. ance of American opinion,however,seemed to be that the
Metallic lead finds wide industrial use where its proper- 0.2 mg/m� limit was adequate to prevent episodes of lead
ties of high density,softness, low mel[ing poin[,resis[ance intoxication. Thus Kehoe,���� in a diswssion of Ihreshold
ro corrosion and/or opaciry to gamma and X-rays are need- limits for lead, stated thac "Evidence of the validiry of the
ed. It is a major component of�many alloys such as solder, standard (0.2 mg/rrr�) has been provided elsewhere and .
type metal and many bronzes. Lead compounds have a need notbe enlarged upon here."Hewent ortto wam that
wide variety of uses, espxially as paint pigments, in stor- this value is adequate only if ingestion of lead is prevented.
age batteries and ceramia. Johnstone�and Milled��� referred to the 0.2 mg/m� limit as
Despite the tremendous importance of lead.as an occu- Senerally accepted.
pational hazard, only a handful of papers irt Ihe volumi- More recen[� comparisons of atmospheric and urinary
, ' nous literature on lead.poisoning present meaningful data lead concentrations have indicated conflicting results. Berg
relating to the threshold limit value. The chief reason for and Zenz,�1°� in a foundry study, found that air-lead mn-
this situation is probabty the fact that most autorities rely centrations between 0.14 and 0.18 mg/m; resulted in uri-
primarily, if not exclusively,on other tes[s for estima[ion of nary lead values below 0.15 mg/L;028 mg/m�was associat-
the degree of lead hazard.Urinary and blood leads,urinary � With 0.17 mg/l of urine.
coproporphyrin and del[a aminolevulinic acid, as well as Tsuchiya and Harashima�15� concluded (ha[ for a 48- to
blood examination for stippled cells and other abnormali- 60-hour work week, an average air-lead concentration of
ties, are among the preferred procedures. 0.'10 mg/m�would bring about an average urinary lead lev-
� A limit of 0.5 mg/m� for lead in air was proposed by el of 0.15 mg/L; and 0.'12 mg/m� to 0.20 mg/L Concen[ra-
Legge in 19'12, with the comment that, if adhered to,cases tions of 0.12 ro OJ4 mg/m� resulted in increased urinary
of encephalopa[hy and paralysis would never,and cases of coproporphyrin,some s[ippling of blood cells and anemia.
colic would very rarely, occur.��� The data of Duckering's Most extensive lead exposure studies have involved
experiments on the quantities of lead in the air from vari- lead oxide dust or the fume of inetallic lead. Some reports
ous industrial processes are given as evidence!z�This value have indicated that the dusts of certain insoluble lead
(0.5 mg/m3) was quoted by Alice Hamilton in 1925,with a• � compounds,such as the sulfide�16� and chromare,were less
similar commen[!�� hazardous than more soluble forms of lead. Thus Harrold
In 1933 Russell et al,�°� following a U.S. Public Health and associates�118� studied a group of painters exposed to
Service survey or a lead storage battery plan[, proposed a mists of lead chromate in concentrations averaging be-
limit of 0.�5 mg/m�for lead dust and fume in this industry. �Ween 1.2 and 12 mg of lead per cubic meter of air, and
Eight years later Dreessen et aNs� published results of a fol- found little evidence of lead absorption or inroxication.
low-up study and considered that their findings confirmed They also suggested that lead titanate would present rela-
this value. In 1943 Kehoe and other members of the Com- tively little hazard, due to its very low solubility.
mittee on Lead Poisoning of the American Public Health On the other hand, Hartogenesis and Zielhuis�19� found
Association recommended O.IS mg/m3 as a time-weighted blood changes in workers exposed to lead chromate dust
averege limit!b� at levels above 0.2 mg/m3 (as lead) and doubtful changes
A number of investigators found the 0.15 mg/m� value between 0.I and 0.2 mg/m�. They consider that the TLV for
difficult to achieve in many industries, and observation of lead chromate should be the same as that for other inor-
workers, combined with lead urinalysis and similar studies ganic lead compounds.
convinced them that this limit was unnecessarily stringent. Curiously there is evidence that lead fume is less harm-
Winn and Shroyer�n conduded that maintenance of the ful than equal amounts of the dust of relatively soluble
243
lead compounds.�m� This is presumed to be due to a lesser below 80 µg/100 grams are also few in number. Findings of
retention of the extremely fine particles present in the changes in urinary ALA and coproporphyrin, erythrocyte
fume: proroporphyrin and zinc proroporphyrin in blood, hemo-
The International Subcommittee for Occupational globin dxreases and altered spermatogenesis are reported
Heal[h of[he Permanen[Commission and Intemational As- in conjunction wi[h likely "excessive absorption", as evi- � ,
sociation of Occupational Health, at a meeting in Amster- denced by btood leads between 40 and 60 µg/10p grams.
. dam in November 1968, recommended a limit of Q'IS The proposed standard apparenUy would not recognize
mg/m� for a 40-hour week. This condusion represen[ed these effects as inconsis[en[ with a satisfac[ory state of
the concensus of 20 experts from 12 nations.�r 22� health. Unacce
[a I
p b e lead absor tion with bl
P , ood leads in
- In an extremely thorough s[udy of atmospheric lead ex- excess of 6ppg/10p grams (mosdy, but not entirely, below
posures and biochemical crireria, Williams et aAv� found �PBl are associated with CNS.effects,peripheral neuropa-
- among 39 ba[[ery.workers in England=high correlatian coef- �hY.gastrointestinal disturbances and anemia,acmrding [o
ficients between air concentrations and blood lead (r = one reference.�2e�Another papeN�i cited reported evidence
0.9�: urinary lead (r = 0.82): urinary coproporphyrins (r = of renal damage in six of thirteen workers, one with a
0.82) and urinary dALA (r = 0.68). Lower correlations were blood lead of 98-µg/100 grams, one with 66 µg, and the
found for punctate (stippled) basophilic count �r = 0.45) remainder below 60 µg/100 grems of blood.,An unpub-
and percent hemoglobin (r = 0.09). Furthermore, they ob- lished NIOSH report�b� found renal damage andanemia in
served that in every case the upper 95% confidence limit similarly exposed (blood leads above 60 µg/100 grams, but
considerably exceeded Ihe safe limi[s,when the air limit is Presumably not over 80 µg) workers, but no de[ails are giv-
0.2 mg/m�, but approximates it when the air limit is 0.15 en.
mg/m�. Perhaps the strongest case for the reduced limit is pre-
In view of these da n
. ta usin i se ted in
g mproved biochmical indica- a paper on nerve conduction velocitiesJ»� in
tors of lead exposure, clearly showing that the TLV of 0.2 Which decreases(mostly minimal,but in one system signif-
mg/m� had little or no margin of safety for some workers, �cant) were found in workers with maximal blood ieads
the limit was reduced back to 0.15 mg/m� in 197'I. between 50 and 70 µg/100 grams. The authors felt that
In its firs[ criteria document on inorganic lead, pub- �hese findings were more serious than the alteretions in
lished in 1972, NIOSH recommended the 0.'IS mg/m3 TLV heme synthesis, demonstrated by biochemical measure-
as a workplace standard;24� but emphasized that reliance ments, since the regenerative capacity of the nervous sys-
should be placed primarily on biological measurements, �em is relatively slow..
_ especially blood lead, for which the:limit of 0.08 mg/100 The Committee is not convinced thar Ihe biochemical
grams was endorsed. A revised document appeared in �hanges found due to low level lead absorption are incom-
� 1978, however; in which a lower limit,0.1 mg/rrP,was pro- Patible�with good health. I[ has not adopted, or proposed, �-
posed�u� The maximum permissible blood lead level was a biologic TLV for leady nor has it accepted the NIOSH
also reduced, ro 0.06 from 0.08 mg/100 grams. hypothesis that an air TLV must be set at a level at which
Emphasis in the document is placed on findings of ad- most workers (i:e.,90-95%) do not exceed a specified bio-
verse effects among workers with blood leads below 0,08 �ogic TLV.
mg/l00 grams, but generally above O.Ofi mg. In view of the-notation in the [itle of Ihe consultant's
Although thevpdated document mntains 185 addition- review of the recent litereture in the revised NIOSH docu-
al references (most published since 1971), only five relate ment�ss� tha[ it is to "support the update" of the criteria
directly to atmospheric lead concentrations, and these are document, one wonders if the citations are chosen and
all given as support for the amazing statement that "it has their contents summarized without bias.
been shown that 1 µg lead/rr� in air contributes about L2 For the present, the TLV of OJS mg lead/m� and the
pg/ead/100 grams of blood".Amazing,tha[ is, until exami- STEL of 0.45 mg lead/m� in air are retained. �
nation of the references indicates that four of them deal Other recommendations: The American National Stan-
with continuous exposures of the public,or volunteers, to dard Institute's Z-37 Committee estabiished 0.2 mg/m� as
lead in air levels of the order of 0.01 mg/m3 or less. Only its acceptable concentration for lead in 1969. Smyth (1956)
one�z6� related to occupational exposure;a mean lead in air suggested that even the 0.15 mg/m� value was not low
concentration in one department of a rubber hose and tire enou�h to prevent mild inroxication. More recent values
company in Japan of 0.0579 mg/m�(.based on 34 tests)was are: USSR (1977) 0.01 mg/m�; Hungary (1974) 0.02 mg/m;;
associated with a mean blood lead level, in 20 workers, of Czechoslovakia (1976), Poland (1976)and OSHA(1978)0.05 �
51.8 µg/10p grems. mg/m�; Romania(1975),Sweden (1975)and West Germany
In addition, testimony of the Deputy Director of NIOSH (�9�a) 0.1 mg/m;; East Germany (1973), Finland ('1975) and
� at an OSHA hearing refers to an unpublished�battery plant Yugoslavia �19TI) 0.15 mg/m;.
study in which average exposures of workers, using per-
sonal monitors, were below Q'I mg/m� in all departments
except pasting and grid cas[ing, where exposures were References:
generally below 0.15 mg/m?��n Blood levels in over 90% of �• �e66e,7.M., Gwdby, K.W.: (ead Poisoning a Iead Absorp-
Ihe workers were 60 µg/100 grams or less. ��o^.P�207, Edward Amold, London (1%2).
The findings of these two reports are hardly adequate to 2 Duckering,G.E:/. Hyg,7:q7q(�qpg�,
iustify the proposed reduction in the limit for lead in work- � H�milton,A.: lndustrial Poisons in the U.S.,p.57,MacMillan,
room air. NY (1925). .
4. Russdl,A.E,�ones.R.R.,Bloomfield,�.�.,Britten,R.H.,Thomp-
The papers on effects assocaited with blood lead levels
son,LR: Vublic Health Bull. No.ZQS(�933).
244
5-. Ureasm; W.G,,.Edwards,.T.L.,. Reinhart,-W.H., Page;. R,T:,. 2Q. Frcderidc,W.Ga Mee[ing for review of TLV for Inorganic
Webster, S.H.,.Amnbong,D.W.,.Sarers;.R.R:: Public Healtb Lead,Detroit,MI (May 11,1970).
Bull. No.169(�941).. - 21;. Tidhuis,RAa L Sx. Geneesk.47:743 (1%9): �
G. American Public NeaRh�Auoc.:Report�of Committee on Lead �,. Subcommittee Reports: Ind. Med. & Surg. 38:�0 (Seprember
Poiwning,.NY (19431.- . 1��.
.. 7: Winn,.GS.,.Shroyer;Cc l.Ind. Hyg.& Tox.2935'1 (1947): y, Williams,-M.K, Ki�,E.,.Walford,�.: Brit.l. �nd:Med. 26:202
&, Weber, H.�_.Hygiene Canference, p. 12, lead Industries As- (1969�.
� 5°�^ NY (�948�. � 24. NIOSH: Giteria for a Recommended Standard - Occupa-
9. Elkins,H.B,.ChemistryoflndusMalToxicology,p.56,Wiley& tiona! Exposure to Inorganic Lead, Pub. No. HSM 73-'I�OW
. Sons, NY (�959).. (19T2).
10. Michigan Dept.of Health: Occup. Health 7(4):3 ��%2).' 25. NIOSN: Revised Crireria for a Recommended Standard -
�1. Schrenk�N.H_ Proceedings of Lead Hygiene Gon/erence, p. _ Occupational ExposurQ,[o Inorganic Lead, DHEW (NIOSH)
'I9, Lead Industries Assoc.,Chicago,IL ('1958�. ' = Pub. No_7&�58('1978�. � ' ' _
72. Patty,F.A.:Industrial Hygiene&Tozicology,2nd ed.,Vol.II,p. � Sa4urai,N.et al: Arch. Env. Health 29'157(1974�.
953, loterscience, NY(1963). . � 27. Baier,E.1-.Appendix V, p.XII-t of reference 25.
73. lohnstone, R.T.,Miller,S.E: Occupational Diseases& Indus- ?8. Mount Sinai School of Medicine of the Ciry University of
. lrial Me i 'n
� d o e,p.297,W.B.Saunders,Philadelphia,PA(�960). New York: Lead Disease Among Workeis in Semndary Lead
�0. B Smelt
erg,BA.,Zenz,G:Am. Ind. H .Assoc .19'175 �%7 . ers,report by the Environmental Sciences Labora
YS / to to
1 ) ry
� 15.. Tsuchiya,K.,Hanshima,S� Brit./. Ind.Med.22:'18� ('I%5). the National Inst. of Environmental Health Sciences (�976).
�� B�d� Cited in ref. 25.
E.A.,Garber.LF.:/. Ind. Hyg& Tox 37:437"('19491. �. W��n.R.P. et al: Am.l. Med. 59630("1975). Ibid.
'V: Harrold, G.G, Meek, S.F., Collins, GJ2:, Merkell, T.F.: Ibid.
26:47('1944). 30. DHEW,Bureau of Epidemiology&NIOSH:A report of recent
� 7&. Harrold,G.G,Meek,S.F: Ind. Med.&Surg. 78:407(1949). medical studies of five U.S. lead plants (1977). Ibid.
l9. Hartogmsis, F:,Zieihuis,RL• Ann. Occup. Hyg.527('I%2�. �•� Seppaleinen,A.M.:Arch. Env. Hea/th 36.180 (1975).
i
I
��
: �
_ _ _
.. � .�.,��.-.. _
_ A. �v�_�_��-���� E .
. �w
� -MINERALORE �'4�$Q
` MINEEiAE �
, 'e RISKPHRASES'. OANGERS'EVENTUELS '-
/ ••prolon9ed inhalation of dust •L'Inhalation prolongee de
i may be harmful poussiere peW etre: �
' •Matenal may cause eye/skin dangereuse
y irrihation •�Le produit risqued'irriteres.
' yeux.et la peau
� � PRECAUTIONARY MEASURES -
( • EYES- Personal protective _ MESURESDEPRECAU710N , `
equipment foreyes should.be = -�1GEUX • Porter des funettes
� Wam de travaii personnelles.
! ' •INHALATION- If material is • INHALATION - Si le produit est
' used in a poorly ventilated utillse dans un endroit mal �
area,apPropriate NIOSH- aere,porter des respi2teure
approved respirators should be agrees NIOSH '
used. •VENTILATION - Prevoir �
•VENTiLATION-Local exhaust l'evacuation locaie pacaspira-
� ventilation should be provided tion pour mainteniri'expositiort
to keep worker exposure to des owriers dans.les limites•
j dust wdhin albwable limits presorites.
i
' FlRSTAIO MEASURES � SOINS 0'URGENCE'
•EYES • Flush with large, �YEUX - Lavera.grande eau. , e
' amounts of water.Seek Consulter un medecin.
medical attention �pEAU -Laverla zoneaffecte�
•SKW-Wash area with soap a l'eau.savonneuse .�
�. and.water �INHALATION.-Transporterl�
�INHALATION:-Remove to patienY a.i'aic libre;.Rincer la.
; fresh air.Rinse mouthand boucheeYlesvolesaeriennesa �
r'', �asal passages with:water L'eaLL.
._ � _�
Refee�tamat8rial safety.data.sheetforfutherinformatiorr
. Pourcomplementd'Informatfons,sereporteralafichedesecuritadaprodWt�
' ' ;�
AMEAICAN MINERAI.S;.INC
901 E E htlrAvenue� Suite- �
9 #200.
I� , . ' T Kng of Prussia,.Pennsylvania 19406:
� �
IThis produd may cor�tain a small amouM of aystalline silica IARC Monographsarth�
evaluation af the Carcinogenic Risk of Chemicals ta Humans olume 42;. 198
N �
condudes thatthere is'lim' evid
.. /��
ded ence of the cardn eni '
og aty of uystallin�slica ta
humans.
������������1
NOTSNOHfSTRAPS � —. .
� ,j J08 _ INTERNAL SPEC. — DO�NOT STOflE1N SUNLIGHL �
. —.___ — - ���_--_"-�_—^ri rm�msuFaamra�u�iimrwRsoFuunk � .
NOIAIEF�IIEf911�.S10.t91.AE1M�5A0t � .
. DATE SIZE P.O.No..
, ;� .t._;'c=. c�� �" .. �� C :+�" W71:7
' RATING(SWl) CUSTOMFA SPEG
. _ - _ :'\•� + - .:7G1.�'f�..l('T"�`F':�1111-'(GI
�.j .. �L'� .. ... T
' .� n,ase ane omer v�«lucts mamirace,rea q wma«F�aC are a��cee Er one a moie of ine mlbwmg vetems:aaas.arl:
. 3.659.661:4.526.45/:4.703.517:S.B73.655.Other pateMs�g.
Lud/ow FIBC'
- � 13260 NW 45 Ave.,Opa Locka,FL 33054 -
Tel:(800)679�6815 m m
Fax:(84�227-1702 I I
, a�uaiou nec emnd E�nail:info�adasbag.com
Web:www.attasbag.com ��`a
�� LIld{OW FIBC COrA. ./�`7
_ _ _ _ _ �
Y0%63%2603 10:27 5084789211 UNITED RE7EK CORP' - PAGE 62/0fi
' MATERIAL SAk'ETY DATA SHEET , .��tl�sl.
n�[ucwxHnHennts .
. MSDS ID;Abt059
Phone:AMERICAN MAIERAIS:610.337.8030 " . 1�e PRPa�d:9AI
CI6AfTRSC.].�-HrFinaganyAmar�ex i Ea0.�21-0300 Revblon AIC 11/99
_ 91:CTION 1.CHEhIICAI,pRODUCT AND COMPANY iDb;N'1'll�'1(;AT1UN
_ , MatcriaUProduct Namc(s):Fnri�oHlcndm � -
CAS Number: -Mixture `
Chcmical family: Inorganic-Mineral
Crncrel Ux: A vnrying mix of magiesium oxide and calciaui pliusphatcs.Iv(9x ratio depends on ctutomer requiremcnts,
aad may vary fram 1-99. Product is used for mctal containing waste ylabili�aGoa
Nlanufaclurer/Snrplier: American Minerals �
901 East Eighth Ave, _
Suite 200
King of Ptussia,PA 1940G Yhona: 610/337-8030
SECTION 2 IIVGREDIENTSJCOMPOSIT`YON
Iagredicot Qame: CAS Number. Pcruut: IAIIGNTp/O5HA: Ezposure Gimitz
Nonha�ardous Iagrcdients:
A variable blend of 1309�48-4 99-100 No Nuisana Partiwlate
magn�cinm o�adc and 775R-7.i-R Not Othenvise Re�ulaicd.
calcium pAosphates &7753-37�- OSHA PHL:TWA lSm¢/m�;
, - respirable dust:SmgJm
aCGQ�I TGY;TWA
Total durt: IOmg/m';
Aespirdbic dust: Sm�Jm'
Phosphoric Acid 76G4-38•2 0•1 0•i No OSHA PEI,:TWA i.Omp�m3;
STEL 3.Qmg/m�as mitt.
Qusrtz(SiO� 14808-GO-7 0-1 0•I Yes OSHA PEL: TWA respirable
Quatn O.lOm�m'.
Q_ a polymosptL of ccystallinc silica, is classificd by tARC as'Known Hiiman Caicino�en-Group t'.NTP lisls
respirable crystalGne silia amongst substances which m2y"reasonabty be anGapated to be cas�inagens".
SECTION 3. HAZARDS IAENTIFICATION
Health fiazard 1 -Sli,ht Hazard '
F7ammabili Hazacd 0- ' Hazard
Reactivi Haurd 1-Miaimal Harard
Personal Protearon H-E Pmtaction&Gloves
TMERGENCX.UVERVTEW:
Qff-white W gtay; ptillcQ frmflowing powder. Bla�ds high ia magnesium oxide will rcad with water gcnctating somc
heat Nat a Sre or spill ha�ard Low Toxicity. Dust is classificd az a"nuisancr particulate not otl�crwise regulat�".
Target organs:Luags,Upper Rapiratory Traa
Pdmary route(s)of wtry:Ltfialadon
Acule eUceu: Facacsivc acposvrc to aicbonie patticulate may eause cyc aiul u�}xr iap'uatory'uriraaou.
. .Pa�e 1— .. FLLZ4RD IDENTIFICAiION eontlnue�oo pete2 —Pa�ri
�T .
�x .
1070372603. 10:27' S0B4789211. UNITED RETEK `CORP �� �� PAGE' 03/96-
MATERIAL SAFETY DATA SHEET —� :
.�NC.AN MCVEfWS:� M9D9ID:AM0�9 ..
- Phooe:�M�RICANMINERA[,R610.377-EOJO .. D���:9� �
� CF�bfIRF.C,]d.HrEi�r�eg�n.ryAR:a.Mr.J.800-IZd-AS00 RevlfbnAlel7/99
HA7ARRT1lfiFCI'fFTCA711}Nmnlim�al.fhm Mar.I
Chronic effectr-Produd dust is classified az a "nuisance partiailate, not othetwise regulate�" as sped6cd!"ry ACGIIi and
OSFiA T'hc cxoessivq long-term inlialation of minaal dusu may cantribute to the developmrnt of industrial bronct�itis,
- itduoed bc�athutg capawry.and may lead tu Uie ivae-asezl suscepdbUity to lung dLsease. � .
Sigu�&symptoms o!ovcrc:po�ure:
Eye eontact:Puticulau is a physical eye irsitan�
Skic contact:Low loxidty by Skin contact
Inhalation: Chronic ovcrcxposure by inhalation af aicbome puticulate may itritate upper respiratory rystem as well as iDe
tluoaL
Ingestiou_ An unlikdy route of expostue, If ingated ia sufficient quantiry, may ause gactrointaunal disNt6anoes.
Symptoms may include initaGon,nausea,vomiGng and diarrhea
SECTION 4.FIILST AID MEASURES
Eye contact: Flush cycs, induding under the eyelids, wiih largc amounts of water. If irritation persists, seek mcdical
attendon..
Skin eontact: Wazh altccted areas with mild soap and water.
Inhalation:Itemove victim to frrsh air. ff not brcathi�g,give arti5cia!respiiation. Get immediatc medipt attention.
Ingesfion: ingrsiinn ic an unlikely mnle of r.n,os�m. Jf inyested in a��icient avxntity anA vinim is rnn.enious, give 7-2
glazscs of waterorznilk. Never give anything by mauth to an unconscious person. Leave dxision to induce vomieing to
qualified medical pccsonncl.since particles may be azpirated into the lungs. Sce}:immcdiatr medical anention:
SECTIONS�FIILE FIGHTING MEASURES
NFPA eodc Flammability:0 Health;0 Reactivity:I Special:0
Fluh point: Not Combnstible
Unusual'F1'�e.Hazard/Eslinguishiag l�edia: Produot will «aet widi wetcr generatiag some hme. U:e;u.ffieient w�trr to
dissipate any excessive heal buildup
Huardous Aecompositian Producu: Nona
Frefighting instruetians:Fircfightcrs should wcar MOSHapprove�posiGvc pcessure, sclf{ontained breauung apparaws
and full protectivc clothi[tg when appropriatc.
STCTION 6.ACCIDENTAL RELEASE MEASURES �
Spill procedures: Praduct u not hacmful to thc cnvironment CarefWly, cleanup and place maiesinl iuw a suiublc
containec, being cazcf'ul to avoid cerating«cessive dust If eondidons wanant clean-up pecsonne( should wear approved
rr_mirarnr protxtioa��s.and gogglcs lo prcvtnt irritauon finm coafact and/or inhalation.
SECTION 7.HANDLYNG AND S'LORAGE
Storage:SWrc in dry,protated storage.Do.not allow water lo get inside containecs; reaction with water will cause product
to swell, genecate heat and burst its containv. Exposed and unprotated the produd will abso�b moistwe fmm �he air.
2vfinimize dust geneTation during material hazWling and trans[er. ,
CRC'ITON 8.EXPOSUR£CON'IItOIS A.PiD PERSONAL PROTECIION
Ea�necriog cantroLt: Pmvide suffidcnt ventilaGon, in both wlume and air Ilow pattaiu, to wntrol mist/dust
concenaatioeis below ulluwaLle upuwrc liauts,
Personal protcctive equipmmt:The vse of eyc protectio�glava and long sleevc clothing is raoommmded
.P.te2�.— . MSDs connnanenp.ee] - x:. �-f.e�.i
,I`
n
10/93/2003' 10:,27' 5684.789211. UNI.TED RE7EK" CORP PAGE B4/66"
-. - � �:s;.
'.�,�;>�., ..
. � ,
. :} :..:.:i',' " '�ik� .
MA,TERIAL SA.FETY DATA SHEET : -���"
w�c,uv n�veaw�s: Msns�v.nntusb�`c�.:
Phoae:AMERICAN MIIdFJtAIS:610.337�80.70 -� � Deee P�epaeea:9AA,� .'
Revhba Dafee 1�/99.'
C1�4fSREC,'7d.flcFxeeB'n.YAniAavnet-Y00.11A.4300 � . �r�l,.:
EXPOSURE COIVTROLS AND PERSOIVAL PROTECTIOT'l
� ReapiraGou yrot«Gou: Fo� duyt wncsnuarioas above allowablb nuisana paRiwlate limit pmvide employee W��
NIOSH/MSHA appraved partiailate dust tespirator ia aaordance with requiremenfs af 29 CfR 1910.134.
SECTiON 9.PHXSICAL AND CHEMICAI.PROPERTIES
.................................................................................................................................... ...
. ........................................
r.Appearance,off while to gcayish�bmw�prilled�free.flowing powder.odorless; ;.Specific.Gnvity(�Jcc):.Ivfixlme
Bodmg Point:Not Applicable � � Eva orat�on ratc Not A licablc ��
----- ---- •--- • P ..__...._ :
.._....._ _........ ..._,.. --._....._PE_......___.....:
_ ,Mdtin�Point..>3800'F(>2100_CZ___.,__._. i_Yo Volatile,0y volumc_U..._.._._._. '
. .........__._......__....._....._..............»................,.
WaterSolub�l� Sl t<i% . ..........
................ . . � .... .._................_.._..__........................ .
. .. .. . . . ................................._.............................;
; PH(10%aqueous slurry):6-� (deyending gn,ble�;d_ratio).._..............._.. _ .. . : .. . . . .. �
....................:..............................................._..._..................__...........i
i Bulk Dcusity_,l�bs/cu.�45-70 ide�ending on blend ratio) : ;
SECITON 10.S7ABII,ICX AND REAC'�1V1Ty
IInzardous Polymerization_ Will not oceur�
Chcminl Ineompatibilitics: The magnecium oxide componcnt is :oluble in aqueous aads gcneraung hcat and sccam;
violent reaction or ignition with interhalagcrss(e:g.,bromine pcntifluoride; chlorinc tri�luoridc). Incandcsccnt rcaction wiih
phosphonu penlacNorida Magnaiumoxide=will.rcaawith watcrgcnerating somc:heat.
- kTuardous�Dccomposition.Prod"ucts:Nonc.
SECTION 11:TOXICOLOGICAL.INFORMA'I'ION I
Magnesivm O:ide C�15ri/309-t8-4. Toxie and Hazard Rcvicw: lows toxicity - a nutricnt and/or dic�ary supplemcnt food
additivc, TE�'_RAP CAT: antacid. (Sax) an cxpezimcntal tumodgen. Inhalation of fumc (not Mg0 dust particvlare)
praduad upon decomposiuon af magnuium compounGs can produu a febAle reac¢on and teukoc}losis in numaiu.
Toxiciri Aata: ihl-hma'fCLo:400 mpfml;itr-ham TDI.o:480 m�Jkg/3ow-I:ETA.
T�i�1e SuYer Fhwphate CASW65996-95-4. Crodueed by addiaon of phoryhorie aeid to phosphnto roek. Con coamin up to
1°/a phosphoric acid. Phosphorie acid is ciecd at a human poison by unspecitied route. Moderatcly toxie by ingcuion and
skin contact. A corrosiw icri�ant ro rycs, skin and mucous metnbranes and a systemic icritant by inhalation. (Pleau note,
atry fiee phosphoric acid in tlie viple super phospl�a�e will react with lhe•magnesium oxide componen[ of the product
focming a magaaium phwphatc-thc product witl not conUin any frce acid.)
Twcidev Daes:No LDso or LG,o fouad for oral,dersaal,orinhalatioa routu of administntion.
Quarh G1SA 14B08-6Q7. To�dc and Haurd Revicw ($ax): FacpcdmenW poison by intcatracheal and intravenous rouus.
An exrerimental arcinagen, nanorigen, and nanptacrigen. Hnman xystanic etixu by inhalatioa: cough, dyspnca, liver
cffcctt Lisud by IHRC as a"lrnown human cazcinagcn"Grodp 1.Listed by NTP.
TO�aaN Data: no LDw � RTECS. Ihl-lunn: TCI.o 16 mppcf/8H/17.9Y-I:PUL; ihl:hma LCLo: 300µ�/m�IlOY-f,LVi�
O[her spocies toxiciry daea(NIOSH RTECS)im-iat LDLo: 90 my�1cB; itr-[at LDIa: 20 mg/kg. ivn-mus LDLu: 40 mg/kg
ivn-mus 20 meJkg. '
SECTION 12. ECOLOGTCAT.IIYFORMATTON •—
EcolosicologicoVChcmical Fote Iator.oation: No data awilable on any adverx effettc of thi; matai9l. on the
emironmenL
P�ec7— MSDS oonllounoapqe< —Y•ee�
'!
�:'�.'
10/03/2003. I9:27' S084789211. UNI.TED RE?EK" CORP PAGE: 85706
MATERIAL SAFETY DATA SFxEET" ;
'U�ItIGN I�IINSLRAIs�, MSDS ID;ADt039
Dafe Repaed:9N7
P4one:AMERTCA7'!MlNERAI.S 610.377-H030 - R���4,��
CHEMTRFiC 24Hr Fa�ra'Aaisl.ecc:1-FOo.eivam
�
SECIION 13.DISpOSAL INFORMATIpN
W aste 1ltaaagemcnUDisposal:71tis product,as manufacnucd will nat exhibit any clwacteristics of a tiardrdous wastt and
is svitablc for land5lt disposal. Plcased be adv[sed, howevcr, that statc and.local roquiremems for waste disposal tpzy bc
mom restiictive or othenvisc differcnl frcm federa( regulalionc Coruvlt State and Local mgulauons roga:ding tbe proper
disposal'_.of this ¢W[e�ial. If, howevr.r, the product lus been altered or contuninated �viih othrs tuurdous �y�aials,
appropriate wbste analysis may be nearsary deteiminc proper metiiod for disposai. Wu�c ctiazactccizytion and
disposaUtmztmcnt mclhods shauld bc dctermincd by a qualified cnvironmental profcssional in accordana wiUi applicable
tedeiat,stace ana]ocal iegutaUans.
SECTION 14.TRANSpORT IIVFORMATIOIV
US Departmout of Trsnryortat�on: Not rcgula[cd by DpT as a haratdous materlal. No haurfl dass, no label or pWrard
rcquim,�no UN or NA number assigncd,
Canadian.TDG IIazard Class& PIN:Not regu]ated
SECT'[ON 15.REGULATORX INFORMAI'ION
Product orcomponents of mirture:regulated uuder followieg l'uts:
SARA TITLE IIL: _
� Section 3U2: No (Y,xttemely Hazardoas'Subslances)
Sectian 304: No (Emcrgcn�y Release)
Settion 311: Ya.(Comm�miyRishr-ro-K„ow,MSDSs orLict of Chemicsls)
Stttion 312': Ya(CommuniryRigbr-to•Know, Invcntories&I:ocadons; (fier UII)
Scction 313:No (Toxic Chcmicals,Taxic.Chemical Rclrasc Rcporting,Form R)
CERCI.A Huardous SubstanceList,RQ: No
The pcnducl oontains 0-1%phosphoric acid CAS�17664-38-2. EPCRA Sation 313 de minimis conccnuation is 1.0°/>
The:e['oic, tlic plw�yliwic:aci�l wul'aiuul iu Uu�ptv�lu�t i�uccludc.�1 Crom roFwtlit��tcyui�ouiuila.
I'SCA: Ail substances in this product aze listed in the Chemiral Substanee Inventory of the Toxie Substanas Controi An,
SEC'x'ION 16.OTHER AYPOR11�t\'I'[O1V
ACRONXMS AND REFERENCFS USED IIY PREPARA'1'LON OF MSDS':
ACGIH: Amcrican Cnnferenee of Govemmental Industrial Hygienists
CAS#: CAS Repsuatian Number is an assigncd•numbar to idcntify a matcrial. CAS s�andz for Chemical
Absttacu Servicc. —
1:�4tCLA: Comptebrntivc tmironmenta!ltespoiue,(;ompcnsation dL Liabilily Act
EPCRA: Emergoncy Planning and Community Right•taIGtdw Act of 1986
HI�IIS'�: Hazudous Materials IdmtifiwGoa System QlaGonal Paint&Coatin¢s Associatia�
IARC: Interna6onal Agenry for Rescazch on Canocr _--
MSHA: Mine Safety and Health Administcatio�
�
mg/m : Mil(i�a�t per abic meter
NIOSH: Natioaal l�utitute far Occupational Safery and Hcilth
NFPA: Natiooat Fue Prouclion Association
NfP: Natioail Twdwlo�Pivg�am
O�HA: Oocapationa]Safety and Hea1tL Adminisuation
PF.T.: Permical�le F.z�naur.l3mit(OSFiA)
eoee+— tHSns wnmueoopqes —rotc+
:.'..:�_
10%6372003 16:27 5084789211 UNISED RETEK CORP _ PAGE 6fi/06'
MATERIAL SAFETY DpTA S�EET
,u�iucarr�Exnts
. hLSD3 fi1:AR(039
. Ale PrepaM:9H�
Thw�e:AMERICAN MIN0WS:614137-l030 RerWon Aak:�l]A9 .
CH6MTREC,24�Ffr Fawegmcy n..:.....,..1A00-124A300
RFI.: 1ZCGDItIRICRdCd�7L�1tC LtdIIlt(�`II�SF� .
SARA: Supe[find Amcadments and Rcauthori�ation Ad
- T1TLE lA: Emagency Planning and Coaununity Rig6t'fo Know Act �
SaGon 302: fixtmmcly Haaidous Substances
_ " Scclion 304: Emcrgcncy Rdr�.. � � � . _ _
. Scction 311: CommunityRight-to-Know,M$DSs or List of Chcmicals
Saiion 312: Community RighataKnow,Invcntpries 6t I,ocatio[�s, (fier UI'ier II)
Satian 313: Toxic Chemicals,Toxic Gicmical Releaze Rcporting,Form R
iLV Tlucshold Limil Valua(ACGII-n ,
T'WA: Timc Weighted Avcisge
29CfA1910.134: 05HA Rapicamry Protxtion Standard --
OlHER INFOItMATION
REFERENCFS:
American Nalional S�andard for Hardrdaus IndusUial C�cmiql5 - Matcrial SafeN Data Sheets - Prenazation, Amcrican
National Standards IastiNtG Inc.l l Wat 42nd St,New York,Ny 1003G.
Kirk �. �d Othmu, D., L•ncvcluucJia uf Chccnical Tethnola¢v, Third EGition, witry- Inrerscicncr; New York, NY
1932.CIansky,K.B.,Sumec�Chemicals Sourcxbook, 1992-2 Edition,Roylech Publiations,BeUtcsda, Maryland.
ManufacNccrs/Supp(ie[s,Matcrial SafcN Data Sheets on Raw Malerials Uscd
Sax N, Irving:Danecrous Pmncrties of Industrial Materials,Ninth Edition, Van Nos�rend Reinhold Co.,Inc, 199G,
Sax; N.irving and Lcwis, RJ: Fiawia+s Condensed Chemiral Dictiona�, Eleventh Ed., Van Nosuand Reinhold Co., Inc:,
2Jl'
kreparcd/Rcviud by: A.G. Nigiuwander, Mareh 17; 1998 (fhis MSDS'rcplaces MSDS: PSC1B650 dated 9/93 and ]�ct
prior revision dated 10/97).
Revised by: William D. Hxctan�Jr„Docember 3, 1999, (Noticc).
Imnortanh
This MSDS�t prqnrrd end is m be vsed only for Ilus product in its prarnt[occn. If Utis matuial is sltcrcd or uud as a com�wncnt in
ano�ha matccial,lhe infotsnation on this MSDS may not bc applicablc. itus doaumrnt is gcncrated for the purposc of distributing
health uCely,atid rnvironmmtal data It is not a spcciGcadon shal nor should any displBYcd ds�a be wnswed u s s7�acifimtion. Some
oC the infortnation pccwrted und mrtclusions dnwn haein arc from source oNc�han dirat�esc dsta on thc produu.
'Ibis infosautian and fhe data Leteia arc bclieved w be axtuate ond Iuvc boee eompiled from snucces believod lo be reliable. IG is
offaed for your wnddaatioq iavatjgation and veriHutioa Buyer asnunet all risk oC�se,stocage and,handling of tkie pcoduU in
camptiance with fedanl.stata artd local laws�d regulafioas.
AN'�F2ICAN MIIYEIlALS,INGMAKES NO w�(OF ANY ICII4D,LXPItIISS OR II�LL'J,IBD,CONC$IiNIlIC 18E
ACCUR1ICX OR COMPLSTENESS OP 7HE IIVFORMATION 11ND DATA HEREIIV. T!�Il4IPIdED WARRANCIES OF
MERCFIANIABIIdIY AND FITNE55 FOR A PAIt1ICULAR Pi7RPOSE ARE SPECIFICALLY EXCLIIDED. ilmaicaa
Mlnaals,tac.wllt noi be Ifabk lbr clsl[nc rclactng to any pairy's use of or relienee on iNomutlon anC Gata conuineG Resein reEaidless
oC whetha ic is eleim tLat Uu infasnfion and data aze ineawatc,incomplele,or othmviu mislcading.
. /uaaion Mina.lt.We u licaccd by R1dT a ollk dianials fx Ne puryvn ot wting hrn�y mMl luahing m damFd in US. Petrnts 4,889.640:
� �,934409:3.037.�79;ud 5.202,033 hcld 6y RM'C.Inc No w+uiamia by RMT-d�a a��rd ar i�liad-ue made«gaNing�hc appliabiGry orrta+lb ta
'. bc aehierd fa a W�+aler appliolia bythe aufana ofthc dimtiul�pwided bY/uoaiun Miomis.lnc MY mrJ,aavr.u�ee x wun�RY ieuA be soaued in
writinig by the woma di�cNy Lom RMC.Amaics�Minmlt.Inc is oa m a�of RMf.Lr.
O
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SQII. PILE GQNE, UNAERLYING SOIL SAMPLED
8 PEARL STR�ET
SAI,EM, NiA
D
ENGINEERING • TECHNOLOGY
P.O. Box 848•Salem, Massachusetts 01970•Telephone: 978-745-4569•Fax: 97&745-4881
Client: George Fallon Date: October 3, 2003
208 Derby Street� n � - � _
Salem, MA 01970 �
8 Pearl Street
Test Pits LAB CERTIFICATION #:M-MA034
LABORATORY REPORT
-----------------------
Sample Type: Soil Soil Soil Soil
Sample From: 5-11, 0-4' 5-12, 0-4' S-13A, 0-3' S-13B, 3-6'
Sample ID#: 0309028 0309029 0309030 030903 l Method# Date
Lead mg/kg 290 16.7 2080 1080 220.1 ` 10/02/03
Sampied By: B. Poole
Sampled On: 09/16/03
Sample Received: 09/16/03
This infortnation contained in this report is, to the best of my knowledge accurate and complete.
ia/3/o � ������
Date: Laboratory Director:
D
ENGINEERWG • TECHNOLOGY
P.O. Box 848•Salem, Massachusetts 01970•Telephone: 97&745-4569•Fax: 978-745-4881
� Client: George Fallon _ Date: October 3, 2003
208 Derby Street
Salem, MA 01990 - - ` - _
8 Pearl Street
Test Pits LAB CERTIFICATIOLV #:M-MA034
LABORATORY REPORT
------------------------------
Sample Type: Soil Soil Soil Soil
Sample From: S-13C, 0-5' 5-14, 0-4' 5-15, 0-5' 5-16, 0-5'
Sample ID#: 0309032 0309033 0309034 0309035 Method# Date
Lead mg/kg 939 146 346 5622 220.1 10/02/03
Sampled By: B. Poole
Sampled On: 09/16/03
Sampie Received: 09/16/03
This informarion contalned in tkris report is, to the best of my knowledge accurate and complete.
10�3/03 i`�"Co��L
Date: Laboratory Director:
_ �
�
D
ENGINEERING • TECHNOLOGY
P.O. Box 848•Salem, Massachusetts 01970•Telephone: 978-745-4569•Fax: 978-745-4881
Client: George Fallon Date: October 3, 2003
208 Derby Street -
Salem, MA 01970 . �
8 Pearl Street
Test Pits LAB CERTIFICATION #:M-MA034
LABORATORY REPORT
Sample Type: Soil Soil Soil Soil Soil
Sample From: S-17, 0-5' S-18, 1-3' S-l9, 0-4' S-Z0, 0-3' 5-21, 0-4'
Sample ID#: 0309036 0309037 0309038 0309039 0309040 Method# Date
Lead mg/kg 1782 6131 696 828 1078 220.1 10/02/03
Sampled By: B. Poole
Sampled On: 09/16/03
Sample Received: 09/16/03
This informarion contained in this report is, to the best of my knowledge accurate and complete. •
�d l 3 ro 3 ��..wc��a-�r�._
Date: Laboratory Director:
i '
D
ENGINEERING • TECHNOLOGY
P.O. Box 848•Salem, Massachusetts 01970•Telephone: 97&745-4569•Fax: 978-745-4881
Client: George Fallon - Date: Octobez 3, 2003
208 Derby Street - , ,
Salem, MA 01970 ` ` � -
8 Pearl Street
Test Pits LAB CERTIFICATIOAT#:M-MA034
QA/QC LABORATORY REPORT FORM
Blank MDL LCS RPD Date
---------------------------------------------------------------------------------------------------------------------------
Lead mg/kg 020 1 110% 3.40% 10/02/03
MDL=Minimum Detection Limit
LCS=Percent recovery of known standard
RPD=Relative percent deviation of duplicate sample
(A-Blx(100)
(A+B)x(1/2)
The information contained in this report is, to the best of my knowledge accurate and complete.
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' S.P. Enb neering, Inc. _
#. ,.;, �" "'!��� �"����'��`�,����'"_��,�:: Boim No.: To Come�- 5-11
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k ,' 8 Peazl Street Beside Saimders Street
t "� � Sak� MA F�7e No.
Review b
Bo ' Co.: Peterson Conshuction Bo ' Location:
Foreman: Cari Peterson Grouc�d IIev.: M & Overcast, 70-75
S.P. ' ee ' Inc.:Bruce Poole Date Start- Fnd: 9/16/03
� ���'`�� ` '� "` q�����„��, '�.`��� Ground Water (See Notes)
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0 Sod 8 Grass Across from 16 Saunders Street
1 Tan Brown Silty Sand 0
2 Tan Sand & Comerstones S"��
0-4'
3 Rock&.Dark Sitty Sand
4 Tan Brown Silty Sand _
5 Tan Medum Sand 0
6 Tan Medium Sand
7 Tan Medium Sand
8 Tan Me�um Sand
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: _
_ __ ______
' _ S.P. En�neering, Inc.
�
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4
�- �„�, Salem,MA F�7e No.
fi {r� 4:� � Reviewb
Bo ' Co.: Peterson Construcrion Bo ' Locarion
Foieman: Cazls Peterson Ground IIev.: M &Overcast
S.P. ' ee ' Inc.:Btuce Poole Date Start-End: 9/16/03
t�� � ss,," `� �� � ���� Ground Water (See Notes)
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0 Sod & Ciay South Edge of Properry
1 Tan Sitt& Fine Sand 1
2 Tan Sitt& Coarse Rock S-�2
0-4'
3 Medium Tan Sand 0
4 Medium Tan Sand
5 Medium Tan Sand
6 Medium Tan Sand
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� ' S.P. Engineering, Inc.
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'�`��{"'`�'" �- � ` 20'West ofFa�d Sawiders Street
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� „� � Sale�MA Fde No.
-�_ °}� � Review b
Bo ' Co.: Peterson Constniction Bo ' Location:
Foreman: Cad Peterson Groimd IIev.: &OverCast
S.P. ' eerina Inc.:Bruce Poole Date Start-Fnd: 9/16/03
,��� �"��` ���� ����� r,� ��'*��"�'�� _ Ground Water (See Notes)
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0 SiR, Top Soii Between End of SVeet and RR Tracks
1 Grey Sitt 8 Ash Q S-13A
2 Grey SiR 8�Ash 0'3'
3 Dark Layer 8� Cinder 0 Ash Tapers to 1' at End of Trench
Grey White Ash
4 Grey White Ash-Glass S-136
3-6'
5 Grey White Ash-Brick
6 Grey White Ash
7 Tan Brown Sand 0
8 Tan Brown Sand
.
� S.P. Engineering, Inc. _
,� ,���'� .� , �� � . y
n Bo ' No.: S-13C
��� � �Y _ � 20'to Soufh fo 5-13
i �" � � : 8 Peazl Street
�,; �
t � '� ` Sale�MA Fde No.
� ' �° y
s`k, Review b :
Bo ' Co.: Peterson Constmcdon Bo ' Location:
Foreman: Carl Peterson Growid IIev.: & Overcast
S.P. ' ee ' Inc.:Bnace Poole Date Start- Fnd: 9/16/03
� {ri � - �� - � ,� ,� ,� Ground Water �See Notes)
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1 Tan Sitt 8� Sand 0
2 Dark Silt, Trace Ash
3 White Grey Ash 12-18'
S-13C
4 White Grey Ash 0 �� -
S Grey Tan Sand
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� S.P: Engineering, Inc.
��.;��'`���*���"�* ��,� y �-a�. ��'�� � Bo � No.:5-14
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�, ��, �°�� • :� Sal� MA F�7e No.
-�, ...m .�,... , _ �� + � � � Review b �
Bo � Co.: Peterson Construction Bo � Locatio¢
Foreman: Carl Peterson GroLmd IIev.: M & Overcast
S.P. ' ee ' I�.:Btuce Poole Date Start- Fnd: 9/16/03
'��';r���� �^�",�m,�`���� ���� � �����,:�s� Ground Water (See Notes)
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0 Brown Sitt &Vegetation 0 Edge of Saunders Street F�ctension,
1/2 way to RR Tracks
1 Tan Medium Sand S-14
2 Brown Sift 8 Sand 0 �
3 Brown Silt & Sand
4 Tan Sand 0
S Tan Sand
.
_ � ' S.P. Engineering, Inc.
§� _
, . ._�. . , . -
� ,�. ...�:PFo Bo ' No.: 5-15
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�� " 8 Pearl Slreet North of Saw�ders Street
� _ Sa��MA File No.
Review b :
Bo ' Co.: Peterson Constmcfion Bo ' Locatioa
Foreman: CaziPeterson Grrnmd IIev.: & Overcast
S.P. ' ee ' L�.:Bnice Poole Date Start-Fnd: 9/16/03
���' � '�"� �� �, `'� r� = Ground Water (See Notes)
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0 Sand& Sod 30'from End of Saunders Street, North
Edge of fortner building
1 Tan/Bro�m Sand & Rock 0
2 Tan/Brown Sand, Large 5-15
Concrete a5'
3 TaNBrown Sand, Large 7
Stone _
4 HydraM Pieces
, 5 Tan Me�um Sand
.
S P En�neenng, Inc. _
' >, ��,� ���
> �� , ��,. � �,-Pm ct, �-.. ��...:. -- �` Bo�n No.: 5-16
� ` �� � � 8 Pearl Sueet 20' fromGas 60' West ofSaimders St
' Sale� MA File No.
�
� ; -� Review
Bo ' Co.:Peterson Construction Bo ' Locatioa
Foreman: Cazl Peterson Groimd IIev.: M & Overcast
S.P. Inc.:Btuce Poole Date Start- Fnd: 9/16/03
. � `
� � �"��'��, Ground Water (See Notes)
& �T" 'tl*As°�G�$ackha-,e�� � � *���
�r �*5s' k -,��+y'�"',.r� � -'�+.e» w ..-.�"*+ .w� ':�.."�.K.u%m. k � �„' .
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0 Top Soil 20' from Gas Easement
1 Tan Medium Sand 0
2 Tan Medium Sand S-16
0-5'
3 Tan Medium Sand
4 Black Sitt& Otganics 0 -
5' Brown Sand �SiH
6 Brovm Sand & SiR
�� , ,
S.P. Engineenng, Inc.
�*� �� , r ��.,��.�,�
� =�``�:,;�.�,;;��� Borin No.: 5-17
�� ,� �, X`
. ..a�}-�,
"'��' 8 Pearl Street Beside Soii Stock Pile '
� Sa�cq MA F�7e No.
,
� : , ;..... _�. _. .. Reviewb .
Bo ' Co.: Peterson Const�uction Bo � Location:
Foreman: Cazl Peterson Ground IIev.: M & Overcast li
S.P. ' ee ' Inc.:Bmce Poole Date Start- Fsd: 9/16/03 '
� _� �,z�� �
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r � � ,� p �.
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�'�� "'�= `� � Review b :
Bo ' Co.: Peterson Constn�ction Bo � Location
Foreman: Cazl Peteison Ground IIev.: M &Overcast
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Bo ' Co.: Peterson Construction Bo � Locationn
Fore�n: Cazl Peterson Grouod IIev.: & Overcast
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Bo � Co.: Peterson Constniction Bo � Locarion:
Foreman: CazlPeterson Ground IIev.: M & Overcast
S.P. ' ee � Inc.:Bmce Poole Date Start- Fnd: 9/16/03
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� ` Review b
Bo ' Co.: Peterson Consrtmction Bo � Location
Foreman:Cazl Peterson Ground F1ev.: &Overcast
S.P. ' eerin Inc.:Btuce Poole Date Start- Fnd: 9/16l03
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•` � 3aleI�MA File No.
' � , � '� - Review b .
Bo ' Co.: Peterson Construcrion Bo ' Location
Foreimn: Cazl Peterson Gro�md IIev.: M &Overcast I
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RE�I.EASE ABATEMENT
MEAS
URES STATUS REPORT
For Pruperty Located At:
Former Salem Shoe Factory
; 8 PEARL STREET
SALEM, MA 01970
RTN 3-23213
.�
�
Prepared For:
GEORGE FALLON
J.G. & G. TRUST
208 DERBY STREET
SALEM, MA 01970
Prepared By:
BRUCE M. POOLE
DAVID L. BRAMLEY - LSP
. SP ENGINEERING, INC.
45 CONGRESS STREET
SALEM,MA 01970
978-745-4�69
FEBRDARY 2005
I�
D
ENGINEERING, INC.
P.O. Box 848 • Salem, Massachusetts 01970 •Telephone: 978-745-4569 • Fax: 978-745-4881
Febniary 9. 200>
Ms. Paegen Deering
Dept of Environmental Protection
Bureau of Waste Site Clean-lip
L Winter Street
Boston, MA 02108
Re: 8 Pearl Street, Salem, MA, RTN 3-23213
Release Abatement Measw•es Status Reuurt
Dear I�1s. Deerina,
I have prepared this RAM Status RepoR for the 8 Peari Street properry on behalf of the property owners,
J.G. & G. Trust. This information is provided in accordance with 310 CMP 40.0444 and 40.0445, and
the format follows the scope ofwork presented in the Release Abateme�t Measures Plan submitted in
August 2003. The reason for the delay in this submittal was a dispute over the ownership of the land
between 7G and G Trust and the Commonwealth of Massachusetts.
The Commonwealth of Massachusetts had stated its intention to take the land by eminent demand for
use as a city park and access corcidor for the proposed Route IA to Rte. l 14 by pass. This action was
taken after the first phase of remediation was completed in September-October 200�. The leDal issues
were not resolved unti] the fall of 2004 and JG& G Trust retained a small part of the property (21ots).
This Status report, therefore addresses oi�ly that portion of the propertp owned by JG & G Trust, that
was subjected to remvval of coal ash and impacted soils. The portion ofthe prope�Yy taken by the
Commonwealth of Massachusetts was not suUjected to remediation and still contaii�s a least two ash
landtills.
l.0 INTRODUCTION
A Chapter 21E Phase II Environmei�tal Site Assessment cvnducted on May 27, 2003, at the former
Salem Shoe Factory, R Pearl Street, excavated li test pi[s by backhoe over the?.66 acre site. Subsoils
were characterized, photographed and sampled for chemical analycis. The parcel had been divided into
six lots before the state taking. Three areas of white and grey ash were found on lots 2, 5 & 6. The ash
in two areas (2 & 5) had been deposited before the road was built in the late 1890's. The other area of
dark coal ash (Lot 6)was located beside the shoe f'actory Uoiler room and was more recent. The shoe
factoty was demolished in 1989, the underground tank was removed and the site leveled with sand.
Photographs of the ash layers are enclosed.
The ash layers ranged from 1-4' thick and contained lead levels greater than the DEP reportable
concentration for an S-2 (commercial) property of 600 mg/kg. Therefore, in accurdance with the
Mass. Contineencv Plan 310 CMR 40.U315, Section 1 a release to the envirunment that esceeds
the auulicable criteria must be reoorted to DEP under 40 0331 within 120 days and a RAM Plan
was ureaared for remedial activities. The client excavated the visiUle ash layer on Lot 5 and
contained the material in plastia After this removal was complete, excavation of a 1-2' coal ash layer
was started in lot 6 Ueside the former boiler room. The excavation extended to an area 40x60', that
included the former fuel tank grave. At t2tis point it was rea(ized that the ash la��er extended into the
100' buffer zone and over the gas line easement. A request for determination was filed with the
Conservation Commission and a puUlic hearing was held. The Conservation Commission ruled that it
was in their jurisdiction and they issued an order of conditions to excavate the remaining material in the
buffer zone, and remove the soil from the buffer zone before their September 1 I`" meetina.
The applicant removed the identi6ed areas of ash in lots 5 and 6, contained the ash/soil on plastic
outside of the buffer zone, and transported the waste to the.aRC recycling facility in Maine. Because
the lead values (especially in the coal ash) were 3000-5000 mg/k� and the TCLP concentration was 18-
24 mg/1 compared to an acceptance criteria of 5 mg/l, the ash/soil mix had to be stabilized before
transpon. United Retek Co. of Medway, MA was retained to mix the ash with dry phosphoric acid and
mineral ore to bind up the free ]ead. 383 tons of stabilized material was transported to ARC at Eliot
I�laine on September, 3 and 4, 2003. 1n addition, to further evaluate the remainina ash areas, 13 more
test pits (5-11 to 21) were excavated vver the remainder of the site. The chemical anal��sis indicated
four more zones of ash to be removed on Uoth the site and state property.
The Lot 5 removal area and the designated ash stockpile areas were greater than 200' from the river.
Excavations were backfilled to cover groundwater and when the sidewall test results were completed
and it was determined that further removal was not necessary, the excavation was brouaht Uack to grade
with clean fill. The denuded areas were seeded and fertilized to prevent erosion by rain or wind.
2.0 SITE CONDITIONS
2.1 Site Description
The site is near the center of the city 150 yards from Rte. lA (Bridge Street) and abutting the MBTA
commuter rail. There are no potable groundwater supplies within 500' of the site, therefore groundwater
is evaluated by the GW-2/3 criteria. The North River, a tidal estuary, is located 100' to the west on the
other side ofthe railroad tracks. There are no bordering vegetated wetlands on the property. SuUsoil
values are compared to S-1 criteria, because there are adjacent residences.
The Site is located west of Bridge Street and is bounded by an urban mixture of commercial and multi-
family residential properties. A Site Locus Plan is provided in Figure 1. Currently the site exists as an
unoccupied vacant lot. The site had previously been occupied by a shoe factory building from 1880 to
196q that did stamping, cutting and stitching of dry leather. The shoe factory foot pri�t can be seen in
the Site Plaq Figure 2. A fuel tank used by the company was removed in 1989, but the ash and soil was
left Uehind. The former tank grave and ash landfill areas have been delineated. The Site Plan also
shows the locations ofthe test pits, removed soil areas, remaining ash zones and the extent ofthe State
property.
2.2 Objective
The objective of the proposed RAM was to remediate lead from groundwater and soils through the
removal of contaminated source soils. Soils likewise will be cleaned up to their appropriate standard, S-
1, for compounds of concern as defined in the MCP. Levels of constituents reported will be remediated
until a condition of"No Significant Risk" is reached and a permanent so(ution has been obtained.
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. � . '; FIGURE ONE
� � SITE LOCUS
;` ',` �:" ` ' : RIVERVIEW
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The Lot i unnatural materials and ash layers were removed by excavator and contained on plastia The
tank grave area (Lot 6)was excavated the visually contaminated soils were (0-2') removed down to the
tan sand layer and contained on plastic for characterization. Adjacent to this was the boiler room area,
which had 0-2' of firm dark coal ash and soil which was removed on Day 3. Subsequent sidewall
sampling co�firmed the removal was complete except for the north and west wall which still contained
elevated lead Uut could not be accessed because it extended under Pearl Street and over the gas
easement. The characterization of the removed soil piles, as shown in Table 1, indicates the material
after stabilization was suitable for recycling.
2.3 Scope of Work
The fo]]owing tasks have been completed:
• Excavation and removal of impacted soils in the northeast corner(Lot 5), and former tank
�rave(Lot 6) areas. Removed ash layers to groundwater and/or clean sand at 2-6' below
�rade or until soil samples aze <300 mg/kg.
• Stockpile excavated soits (383 cubic pards) on plastic for composite sampling and
chazacterizati�n, cover with plastic.
• Because the TCLP results were above 5 mg/1, the soi( mixture was stabilized with a chemical
Uinder to reduce the leachable lead. This work was performed by United Retek with the
appropriate Health and 5afety Plan.
• Prepaze application, analy-sis summary and DEP Bill of Lading and recycle the excavated
soils at A��regate Recycling Corp. in Elliot, Maine.
• Hydrant water was available on site to moisten the soil piles whi(e they were mixed to
minimize dust migration. A portable air sampler and filter pad assembly was operated at the
property� line to detect dust migration.
• Sidewall and bottom soil monitoring, was conducted for the excavations,in Lot 5 and 6.
• 13 additional test pits were excavated on the remainder of the site to delineate the extent of
the ash ]andfills.
2.4 Waste Management
• United Retek Co. of Medway, MA, was retained for the stabilization of the ash/soil mixture. A
hydrant connection was provided for a spray nozzle to keep the soil moist during chemical
addition and mixing. Because the soils had been removed during a wet summer, dust production
upon excavation was minimal and moisture contents were 19-29%. Water spray was provided as
needed for the 6 hours it took to add 1% additive (5 tons) to the soil piles and mix three times
with an excavator and front end loader. The binding agent was a 20:80 blend of dry phosphoric
acid and proprietary mineral ore. Composite samples were taken of every 100 cy processed soil
and the samples were subjected to bulk lead and TCLP analyses. The stabilization achieved
TCLP values of.OS to 2.1 mg/I, which is below the 5.0 mg/I EPA limit. The lead concentration
in the final composite analyses, (1/100cy) ranged from 1470 to 2620 mg/kg. After stabilization
the pile was covered by 6 mil Ulack polyethylene and fenced.
3.0 ANALYSIS RESULTS
The remaining soil analyses for sidewall and bottom sampling ofthe excavati�ns in lots 5 and 6 are
shown in Table 2. There is some mixing of the ash and soii in the sidewalls and the lead values ranged
from background tan sand at 10.4 to 49.2 mg/kg to mitctures at 191 to 785 mg/kg. The site average, not
including the sidewall soils under Pearl Street (2203 mg/kg) and soils over the gas easement (2643
mg/kg) was 310 mg/kg.
An additional 13 test pits were excavated in September 2003 over the remainder of the property to view
the extent of contamination. Ten test pits had been excavated previvusly identifying the two areas
removed and two others. The results of the chemical analyses revealed two more areas of ash landfill,
one in the footprint of the former building as shown in Figure Twq which shows the test pit locations
and removal areas.
� _
The lead values are listed in Table 3 and range from 939 to 6131 mg/kg in the areas containing the
white and grey� ash, with Uottles and cans (municipal burn dump). The depth of ash fill was from 1-3' at
5-18 up to 0-6' at S-13A. There are 4 more distinct areas requiring ash removal. The quantity of ash
requiring removal on the JG& G Trust property is estimated at 300 cubic yards in the vicinity of S-13A,
B and C and 90 cubic ��ards at 5-18 and ]8A. The amount of ash on the State owned property is
estimated at 560 cubic yards at S-3, 4 and 5 and 100 cubic yards at 5-16. The previous removai faund
that the ash weighs less than 1 ton/cubic yard.
4.0 WORK REMAINING
Because of the delay caused by the legal dispute over ownership and legislative approval required for
State taking of private land, the Release Abatement Measures Plan was not completed on the disputed
portion. Therefore there are still the following work items to be completed on the JG& G Trust portion
of the site (Lots ] and Z). The State and Salem Conservation Commission were informed of the need to
complete tt�e remediation, however the State has not indicated their intentions.
1. Prepare a RAM 5tatus report with description of activities to date, soil removal quantities and
analysis results. Summarize current site conditions, ownership and work needs as required by
310 CMR 40.0445 (1).
2. Submit a Tier ClassiYication form and numerical rankin score sheet for the arcel remainin
g P g
under private ownership as required by sections 310 CMR 40.0501 (3) and 40.0404.
3. Remove and contain in plastic the ash materials located at sample sites S-13A, B and C and 5-17,
18 and 18A. Characterize and analyze the removed soils for acceptance at ARC.
4. Stabilize ash and transport to Eiliot, Maine under a DEP Bil( ofLading.
�. Sample and analyze remaining soils from the sidewalls and Uottoms of the excavations. Sample
and analyze surface soils in a grid after removal, transport and backfill activities are complete.
This RAM status report has been prepared to describe the response operations that have occurred on the
site to date, remaining soil metal values in the areas of remediation and remaining work to be completed.
The status report is accompanied by a Tier Classification submittal and numerical ranking system
sceresheet, as required in Section 310 C?�1R 40.0501 (3). The rankir.� af the s;tc (31 C), a;id
investigative sampling have shown the site to be classified as Tier II. The site does not meet any
inclusionary conditions for a Tier I site or present an imminent health risk, or potential of environmental
release in its current condition. It is the opinion of the LSP that the Release Abatement Measures being
conducted are in conformance with the Release Abatement Measures Plan and any conditions of
approval established by the Department.
Respectfully submitted,
Person Resvonsible for Conductin� the RAM
Mr. George Fallon
J.G. & G. Trust
208 Derby Street
Salem, MA 01701 Signature Date
(978) — 745-2004
Consultant
SP Engineering, Inc.
P.O. Box 848
4S Congress Street
Salem, MA O1970
I Contact: Mr. Bruce Poole Signature Date
Phone: (978) 745-4569
Name and license number ofLicensed Site Professional (LSP) responsible for supervising the RAM:
Name of LSP: Mr. David L. Bramley
LSP Number: 7639 Signature Date
TABLE ONE
SUMMARY
REMOVED SOIL ANALYSIS
8 PEARL STREET, SALEM, MA
Pile 1 Pile 2 Pile 3 Pile 4 ARC
0306097 0307004 0307011 0308011 Urban
Exc. #1 Exc. #1 Exc. #2 Exc. #2 Fill Criteria
Total To�c
Organicsppm 67 110 <�OOOppm
PCBs ppm <.02 <.02 <Z PPm
EPH ppm <200
PAH's ppm <0.20
RCRA
Metals-Bulk ppm
Arsenic 14.7 9.30 5.79
Barium 25.8 NT 24.9
Cadmium 0.89 0.96 lAl 1.T
Chromium 1879 105.4 63.4 92.7
Lead SU8 1468 40U9 I162
Mercury 0.61 0.40
Selenium <U.42 <0.42
Silver 0.17 023 O.17 0.49
Corrosivity (pI� 7.48 7.47 6.89 2< <I2.5
� „
Flashpoint F >200 >200 >140 F
Reactivity
Sulfide ppm 54 112 110 <S00
�� Cyanide ppm 630 l].] ]0.3 <250
After
Stabilization 308042 308043 308044 308045
TCLP Lead mg/1 2.17 ].34 515 99 <2.5
Bulk
Lead 2620 1470 1730 1970
� Vanadium li.l 11.5 I5.0 16.5
TABLE TWO
8 PEARL STREET, SALEM, MA
REMAINING SOIL ANALYSIS
METALS mg/kg
Location Depth Lead
Lof 5
Remaining Soil
Top Soi] Pile 1 0-1' 471
Sand Layer Pile 2 1-3' 615
Grey Sand Pile 3 .5-1' 191
North Sidewall 1-3' 17.2
Bottom Excavation 6 49.2
, East Sidewall 1-3' 209
� South Sidewall 1-3' 351
West Sidewall 1-3' 10.4
Lot 6 Remaining Soil
Da 4 8i�
Y ,
East Sidewall 0-2' 7g5
South Sidewall 0-2' 474
West Sidewall 0-2' *2642 Gas Easement
North Sidewall 0-2' *2203 Under Pearl Street
Bottom 2.5 237
�` � & 6 Site Average without west and north 3l0
TABLE THREE
S PEARL STREET
ANALYSIS SUMMARY
9/2003 TEST P1TS
Locdtion Depth Lead mg/kg
5-11 0-4' 290
S-I2 0-4' 16.7
5-13 A 0-3' 2080*
S-liB 3-6' 1080*
S-liC 0-5' 939*
5-14 0-4' 146
S-IS 0-5' 346
5-16 0-5' S622*
5-17 0-5' 1782*
S-l8 1-3' 6131*
S-19 0-4' 696
� 5-20 0-3' 828
5-21 0-4' ]078
� Areas with visible ash layers to be reinoved
�
t
A�'�'�NDIX
'�_
LEGEND
�N ' • PREVIOUS TEST PITS 5•03 S-I TO S- IG
S-� � --��NEW TEST PITS 9•16 •03 S-II TO S-21 �
_`/ ry N�j LOT I g=12 COMPLETED SOIL REMOVAL 9/2003
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8 PEARL ST'REET
SALEM, MA
i--- ---�
�� ; Massachusetts Department of Environmental Proteciion
�?---` ! Bureau ofWaste Site C/eanup BWSC107
;..,
� TIER CLASSIFICATION TRANSMITTAL FORM `�t1e`''zT"'��"nq `�wr.oer
� � 23213
��I Pursuaat to 3'10 CMP.�0.0500 t5uboart E) -
A. DISPOSAL SITE LOCATION:
;. DisposalSl�e Narnc: Former Salem Shoe Factory
2 ssr�c�nddress: 8 Pearl Street
3. Ciry:Town: S�i2��' hiA 01970
, 4. ZIP Code:
B. THIS FORM IS BEtNG USED TO: (check all that apply) _
C1. Submil a new Tier Classiflca[ion Submittal for a Tier 1 Site,including a Numerical Ranking Scoresheet(BWSC107A)
{check one) A Tier I Permit Applica6on must alsu be submitted.
❑ a. TierlA � b. Tieri6 � c. TiertC
?. Submit a new Tler ClassificaUon Submittal for a Tier II Site,including the Namerical Ranking Scoreshee[(6WSC70iA}
f I� and:he7ierllComplianceHistory(BWSC�078) �
� 3. Submit a Phase 1 CompleGon Sla[ement as per 3to CMR 40.0480 '
_ If previously submitted,provide date 8�2003
mm/dd;'yyyy
� 4. Submit a Phase II Scope of Workas per 310 CMR 4o.0634
if previously submitted,provide date
, mm/ddlyyyy
� 5. Submit a Phase II Conceptual Scope of Work supporting a Tier Classification Submittal
� ❑ 6. Submit a Tier il Extensioa Submittal(or Response Actions at a Tier II Si�e inGuding the Tier 11 Compliance History
(8WSC107B)
,-� 7. Submit a Tier II Transfer Sabmittal ior a change in person�s)undertaking Response Actions at a Tier!I Site inciuding
�—� theTierllComplianceHistory(BWSC1076)andtheTierllTransferorCertiBcation (BWSC107C)
Propused ef fective date oi[ransfer:
mm/ddlyyyy
C 8. SubmitaRevisedTierClassificationSubmittal,includingaNumericalRankingScoresheetjBWSC�07A�
A Major Permit Modification may also need to be submitted.
I(Ihis revised submittal is re-classifying Ihe site check the new classification.
❑ a. Tier IA � b. Tier IB � �. Tier IC � d. Tier II
9. Submit a Notice tha[an additional Release Tracking Number�s)is(are)being iinked to this Tier ClassiBed Site
(Primary RTN). Puture response actions addressing the Release or Threat of Release notification condition associated
� with additional Release Tracking Numbers jRTNs1 will be conducted as part ol the Response Auions planned or
ongofng at the Pnmary Site listed above. For a previousty Tier Gassified Pnmary Site, if ihere is a reasonabie;fkelihuod
�hat the addi6on ot[he new secondary RTN�s)would change the classiticatlon ut the s¢e.a Revised Tfer Ctassifleation
Submittal must also be made.
Provide Release Tracking Number(s�: a-� - � b.❑ - ��
�J
All�uture Response Actions must occur according to the deadlines appiicable to the Pnmary RTN. Usa onry the
Primary RTN when making tuture submittals for ihis sile unless speuficalW relating to response aciions started
before the linking ocwrred.
P.evic�d: OSi20l2G03
Page 1 ofd
Massachuseits DepartmeM of Environmental Proteciion gWSC107
�- - Bureau of Waste Site Cleanup
,. �
� "�"��� Rr.lease Tract;ino Nurt�ber
qqq ' TIErZ CLASSIFICATION TRANSMIT?AL t=ORM 3 _ 23213
I ' Pursuar.t to;?0 C?:1R 40.0500�Subpar Ei . �
I
�
� D. PERSON MAKING SUBM(TTAL:
. � i. Check all that apply: _ a. change in contact name __ b.change of address � c. change in the person
. "' undertaking response actinns
I 2. Namc��f Organization: ___ JG & 6 TTUSt -
__. ...------- - ----� - -
_.._ . .. _.--- ---.. . ._ ___
I 3. Contact First Name: G@OT e
.._. ...__ g __ . . ..__ 4. Last Name: Fd�.1011
s. screer. __208 Derby Street Trustee
... ....._._.----..__..._..._...._ 6.Titie:
7 Ciry;Town: Salem 8. State: _MA_ ._. s. ZlPcode: 01970
i0. Tele none: __ 9�8-745-2004
P _._. . .. ....__ 'ItE�R.: ..__--- 12. FAX . . .—
E. RELATIONSHIP OF PERSON MAIONG SUBNfITAL TO DISPOSAL SITE:
X�I �� PP ur PRP I_X a. Owner jJ b. Operator ;�_'; c. Generator � � ; d. Transporter
` e. O[herRPorPRP Specify: _..________ _
_' 2. Fiducia��,Secured Lender or Municipaliry with Exempt Status ias defined by M.G.L.a 2'IE,s 2)
__ 3. Agency or Public Utility on a Right of Way jas defined by M.G.L.a 21E.s.SQ))
. A. My Olher Person Making Submittal Specify Relationship: ,__ -
F. REQUIRED q7TACHMEPIT AND SUBMtiTALS: '
1. Check here if the Respo�se Actionjs)on which this opinion is based,i(any,are(were}subjeci to any order(s),permitjs)
�.g; andbr approvaljs)issued by DEP or EPA. If the box is checked,you MUST attach a statement idennfying the applicable
provisfonsthereot. RAM Pldn $/2003
X '_. ��I•�?c4 here[o certihi th�tt��e-�',iei felunidnai��f�wr and the Lvcai 5oard ci Heai:h ir.�ve been r.ntified:�I!Me submittai of
any Fhase Reu�rts to DEP
3. Check here to certity that a Legal Nouce of a Tier Classification or Re-classificatlon Submittal has been or will be rnade
X�� according to 310 CMR 40.1403, and a copy of Ihe notice sent to DEP,the Chief Manicipal Officer and the Local Board ot
Health.
-�°. 3. For a Tier II Extension Submittal,check here to certify that a statement summanzing why a Pertnanent or Temporary
— Sulution has not been achieved at Ihe Disposal Site is attached.
5. Fur a Tier II Transter Submittal,check here to certify that a stateme�t sianmari<-ing the reasons for the proposed change
-- in person(s�undertaking the Response�lcfions is attached. Ali Response Actlons must be completed by the deadline
-- applicable[o ihe person�vho first filed either a Tier Ctassification Submittal tor the Disposal Site or received a Waiver nf
Approvals.
-• o. Check here if any non-updatable infortnation provided on this form is incorrect, e.g.Reiease Addressllocation Aid. Send
— corrections to the DEP Regional O%ice. ,
X_ ?. Check here to certify that the�SP Opinion containing the matenai tacts.data.and oiher informatfon is attacfied.
Revised: O5;20/2003 Page 3 ui 4
� Massachusetts Department or Environmental Protec2ion
, - Br�reau oi Naste Site Cleanup BWSC'07
� ' . ' . P,e!.sdse-i:'�cicinra iVumber I
�IE� Ci�SS1F!CATION i R.4NSMITTAL FCRM — ti
� ;3 - ' 23213
j Fuo�suan�to��C C;�.1F. �U.OSC��S�ionar,Ei _, . '
j . .. .. . ., i
�
i
�G. CcRTIFICATICN CF?ERSON MAKING SliBMf1TAl: �
t I. George Fal lon ,attest undcr thc pains and penaities oi pc�ury(i{that 1 have personaliy
exammed and am familiar with the iniormation contained in this submittai, induding any and all documents accompany�ng this
transmittal form. jii)[hat,based on my inquiry uf those fodividuals immediately responsible for ootaining the inFormation, the
tnaterial inlormation contained in this submittal is,to rhe best of my knowledge and 6elief.Itue,accurace and comolete,and(iii)
ihat i am tully authonzed to make this attestatlon on benalf of Ihe entiry legally responsiblc for this submittal. Ilthe person or entity -
on whose 6ehall this submittal is made amiis aware!hat there are significani penal5es, inciuding, bui out iirnited tu.pussibie
fines and irnprisonment.Eorxilifully submitting fa{se, inaccurate,or inwmplete information.
It submitting a Tier II Classification,EMension or T2nsfer, I also attest under the pains and penal[ies of perjury that(i)lithc
person(s)or entityjics)on whose benail this submittal is made hasihavc personally examined and am/is familiar with thc
requirements of M.G.L. c.21E and 310 CMR 40.0000:(ii)based upon my inquiry ot the/those Licensed Si[e Professional(s)
emoioyed ur engaged to render Pro(essional Services ior the disposal site which is the subject ot this Transmittal Form and of the
person(s)or entlty(ies)on whose behalf this submittal is made. and myithat person's(s')or entity'sjies')understa�ing as to the
estimated costs of neceasary response actions,thaUthose personjs)or entity�ies)hasrhave the technical.;inancial and legal
ability to proceed with response aGions iw such site in accordance with M.G.L.c. 21E.310 CMR 40.0000 and othar applicable
reauirements;and jiii)that I am fully au[horized to make this attestation on behaB of the person(s)or entlryjies)legally responsible
for this submittal. lithe person(s)or entity(ies)on whose behalf this submittal is made is aware of the requirements in 310 CMR
40.0172 for notifying the Department in the event that lithe person(s)or entiry(iesj on whose behalf this submittai is made leamjs)
that it�`they islare unable to proceed vnth the necessary response actions.
� BY Trustee
3. Tide:
Signaiure � �
JG & G Trust
4. For. ' S. Date:
iName of person or entiry recorded in Section 0) mmldd/yyyy
' C 6. Check here it the address of the persun providing certitication is different from address recorded in Section D.
%. Sireet
8. Ciry(fown:
9. Sta�c: 70. ZIP Code:
1a. Telephone: iZExt: t3. FAX:
YOU ARE SUB.IECT TO AN ANNUAL CONPl1ANCE ASSURANCE FEE OF UP TO$10.000 PER
BILLABLE VEAR FpR THIS OISPOSAL S{TE. YOU MUST LEGIBIY COMF'IEfE ALL RELEVANT
SECTIONS OF THIS FORM OR DEP MAY RERIRN T1iE DOCUMFNT AS MCOMPLEfE IF YOtI
SUBMR AN INCOMPLETE FOPoN,YW MAY BE PEN/LLIZED FOR M�.SSfNG A RE(]UIRED�EApLBdE
Date Stamp(OEP USE ONIY):
P,c�nsed: O5;2�'<003 Page 4 oi 4
'. Massachusetts Department of Environmental Protection gWSC1078
- - Bureau of Waste Site Clearwp
,.
RelaHse Trac:-;inq Number
TIER II C�MPLIANC� HISTORY 3. �---,
I . ., Pursuant to 3'10 C"�iF. SO.ilSdO i,5uopar.Ei �; - ! 23213 �
�
A. OISPOSAL SRE COMPl1ANCE HISTORY SUMMARY: �
L �heck herc if a Tier II Compliance History of the oerson!isted in BWSC'107,Seciion�.�,vas previously su6mitted, and
LJ there has been nu change in that person's compliance hisiory. If.his box is checked,this section does not have to bc
completed. .
L List all pertnits or licenses tha[have 6een issued by the Department that are rclevant to�his Disposai SVte: �
Prog�am Pertnit Num6er Permit Category Facility ID
a. Air Qualiy
� b. Nazardous Waste ZM.G.L.c.21C)
c. solid Waste
d. Industrial WastewaterManagement
e. �NaterSupply �
f. 4Vater Pollution ControUSurface Water
g. Water Polludon ControliGroundwater
h. W ater Pollution ControllSewer Coanection
i. Wetland8wacenvays 64-0359 Buffer Zone 8 Pearl St.
� 3. Lis[all other Federal,sta[e or local pertni[s,licenses.�ertifications,regisirations.vanances,ur approvals ihat are relevan[to
this Disposal Site:
Issuing Authoriry or Program,or pocumentation T Date Issued
ype Identificauon Number (mmlddlyyyy)
❑ 4, rheck here to certify that.if needed,a statement turther descnbing the Compliance History of this Disposal Site is
attached. ._
This sla�ement musl descn6e the complrana history of the person ar entdy named in BWSC101,Seclion D wi[h ihe(ollowing: (1�DEP
regulalione;and(2)other tawe forlha pmtection of health.salery,public wd/aro antl 1he enrironment administered or enPomed 6y any other
govc�nment agenry, Such a statement should identify information such as: �i� aclions relevant to Ihe Disposal Sile taNen by the Oepanment to
enfarc¢its repuiremenls inGuding,but nW limued to,a Noliee of Noncompliance(NON),Nolitt of Intent to Assess Ciril Adminis4atim Penalty
(PAN�, Natice of In[ent m Take Response Action(NORA�,and an administrative enforcement order. t2)aGminfstrative cansent orders;(3)juEicial
consem judgements; (4)similar adminisVative aceions IaMen 6y ather Federal,state or local agencies, (5)civil or criminal actions relevant to
the Disposal Site broughl an 6ehalf af the UEP or other Federal,slate,or bcal agencies;and(6)any addilional relevant informalion.Fo�each
action identified.provide the Polbwing intortnation: (1)name of the issuing autho�ty,type of aclion,idenlifica�mn number and date issued��2)
description of nancomD��ance cited;(J)wrtent staWs o(the maller, and(4)final disposition,il any.
P,evised: OSi20t2003 Page t of 1
�Ili1'Mit' DEI'.VCil�7lNTV1'IiIJ\IItUNMENT,lLI9:VTCCTIUN
.+U.Li l i tl'aminucJi II. A:XPUFpN1i P:1THlY'al'S
Ii. fSPUSIIN:P.ITIOYAVS
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nr.�cr�av�nr�k
i
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�
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f�u i5o
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LiNeh'i�e RnfimeJ L���.:me I:elw.a.
l.ti�-ly S.�mmmrkmi..�wAr6...c��ionL.�-J)1'v�wxanAl'F.e.::R.�..v�F+f•vznv.
Grey/white ash landfills were found below rade ( �1 ' )
from historical burn dum s that vere filled in the 189 's
in a vacant lot that was formerl the Salem Shoe Facto
The factor o t
an
from 1078 to 5622 m /k . Two of the six identified ar s
have been removed, stabilized and rec cled at ARC.
❑4:. UIIM SUL9�R:5
! .
�o•uf':r a1191�1 kmnx.
r P 4n
SEfIIUfi 11 F('UREI\.�1[�.C�11.+.F_I
A, Il. C P G. i07'dL:;l'-?�tt3i
100 20 0 15 0 135
OmelLrrtif4vLnVllm=he. �eii���,mi.�eldm mrinrdii:,4,� �uftiv_NRti.
I
� IIH?y:n�r 310 CMB- I7i'
�IUI'MIt: UI'P,1RT\1I9NTUfGN\'1RUN�.1[Pl'I'ALPItU'fCCI'ION
.711I5111Coutmucd) III. })IFPUS:\L$ITECH_1R�\CTliR15I'IfR
IIL�. Uilpl lu]iflll'SC��ItI;
� Jir;�nr blLfl 7P.otirr Tr�.r�
t',...�r i,r,�u�...n:..z,;�.��nn�� .,,t'�di.,.,,�;r�.,���..
Lead i„���„k�rcu-<,,,
„��,�s:,,«,�:—_..
,-,„,�-,,,,:,,;��,,,,,.�:,�,, 1078-5622 mg/kg '--- Ash/soil 45
nLrt. nrot.7rrLt:a1�}t,
\��ne'ih�uY�uctNl\IWaL:m�Mi\I'I'.aa.�q'ti.:�.rtol,.. ' K„ 1'c�
ry j �n
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V....�,ur...dn.;.b il 1�I1-O!R/IM1AiLq'...rlp..�iH.�n�.
1111�1&.mN: ..
Sa:.rc(n-4q
.---- Lead 25
10.11. 11151y1S,\L 51'1!IIYUN(x:f.(4.IN:Y
5:�,.rar.,.:fi.Rro/4I�6..G�i1Pnn�vLilim
i fAJ'ill TU liNtn)ND\GATY.It S19L PP1U;Il�BILfTY
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'g
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TtYIqL.-G.IYOr
45 0 25 20 90
cn��¢emdn<-nn„��.v n,:i,.,�a,.��o y���na d„�.,R e=a:s:Ym���no�-n�s.
�
� IRi�q�.m iIU1T11t-
17>}
=In CMR: DI:PAR'PMG�'T Of LNVIRONNIGN'G11. PROTGC TInN
aUJ51 L: continucd
� TabiellL�. pN]ITOXIf'IT'FfORE �
LO:VC6',\'TR1770,Y(soiU.crdimrnC rig�p:sw(atd'gmunJq�a�n u�!,II
urta�
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r,�
� C9_fR� � i � li� 3U . , FU J9.� cp . . !�fl
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- C14C}M1 ' ..1 10 � . ' .�p . .. � 1U . ' � .�11 ' jb� M1O ,.
.\rxenic '_ii 30 q11 t!�
FU
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- 'CII-C22 �: �c � . �3: . � 4: . . C< (�: �.:
fienn�nr 1� �< 35 45 '- fi: 7:
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l�aJmium �q _U 4U :p
np
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l'6ruminm4l Ig 'll ;p aU 5p
' `I'nalTar � � . ill � ' �0-�. - 3D a0 �. � �p 611 ' � 711 �
fl'a1Jdr 7: �i 3c �:
IJllI[hlnrorlhane � .� �r� � . .+p.. . .3U �. � qP 5p 60 7G .
1.2Dichlarne�hanr IU 111 3i1 all SU b0 7U
Cihdbennne � � .. �: ' '_ 3i � ' .i: . �'�Sc � � g: �
k�hcleocUi6romide '_U 30 -10 Sfi hU 70 ti0
.A2FnrlOilhucnn..m�m ' - la . �: 3: : a� . '.� G� � .
Gvsolinelvi��inproduet) ID '(I 3t1 -�fl cp h(1 7U
Lrad� � . ' "_0� . ' 30 � 41 � SD - . :M1O - . � .
nicrcup' '_q :fl -IU :�i pp 711 \0
.AlnirvlcneCldoddr'� �. . IU ±{7 � � 30 � � 40 . . . cp . . 60�� � �� 7U . .
\Iutl�yiL�hyllirionc i Ifl '_il i0 i0 :0 GII
M1tel6pl Trrt Bot��lElLcr � '< � '. i: �: ' - i; � � �: . t: . ' h; ..
\ickA _ IS {c q:
I Q29;yy 31 U C'1NR- 1754
+lu CMR: DGP.ARTMENT OP I�NVIILONMBNTAI PROTG(:TION
�li1.1511: cnntinucd
Tv61r 111..\. .mnunncJ ON\I l'UXICITI'SCORI:
LY1.�'CCNTN.1T724'(ntil%arAimrM:��grp:sw(aar'�omN���a�rr ug'li
V/7.M1!
.: '�7 100-7an I�IUIr-�I,yy'l Ii1.Uiw-I90.OU0 �ID9.UW N,\I'L N�V`L
� � N,SNL�o.z' o.���„ >1"
I'hcnol � . .1 . 10 . '!p .. � -.AO ' Jp� . :q.. 6R..�.
1'.�Hx l0 7U in .10 :0 n9 70
PC�Ss '. � . . . ...iQ . 3f1.�_ � ill . . � :� . . gp ' . 70 � .- HO
Ten'addorm9hyMnr I(1 �0 l0 JO .0 60 70
Taluenc � - .� 1 � � . Ifl � '_rJ�` 30 � 40-� :U � .. ��0
1,1.1 Trid�bmcihanc IS 3< q: :3 hi
Trlctdororth�icue � .. 15 . � - 7c � -q3 ' � ' c; � p5 � - �� �
\'i�n9('IJmidc 1� 'S i; 15 "- r,: 7:
%ylrnrs � � 1 lb +�r - .30 � .. 4n � � io , h0 �
Zin[ 1 If1 T_II i11 qp
1ni29/v9 310C�MJz- 1755 �
�inCMR: DI:PARITdGNTOI GNVIRONMGNT,�LPROT6�7'ION
.tJ.151 I ICan:inu..b
L'.'c ryur'kd.rn(/[;l!.�n Jaannicc�Fc 07;4f.Trnirin,�$rorc fbr 011:f noNin�J in 7irL1.pf:l.
,Sr��./0.1�1?!or ILonnn.IlcrddrBm�ed 7m i.ih;7%u!v.�.�f.m.nrh q!/1 f
l\'�rrFsh<e�III.a.i bt1Af TUX1CITl'S[URE
. CU:VC'ENiH.a7lU:V
IIIRI,W
HC.1C:11-L'ASLD ilv^:�gtg fn Snii and;�g�l lin S�rtBuc N:nrr andl'nnundw:ri-t
TUXICI7'1'VALU@
.. .I�I �qtJ-�nly IgDil-•IIYuI IO.UUU-
1110.00(I >Iftp.INl!1 NAPL NAI'L
NAP�.Il.S^ II.i"-I,- :1,^
'- � in �o zn
�� �U 60
U 1• i� �q: _.' fi:
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�n �n :n nn �n
]n-39 �s _- . .�c --
h5 7>
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ji� -1U try L!1 70 RO
O/J.L VN3!�n�d Cnnr..+um�ion.a ifr:d in So-riurr llLd.l.
DIIM Iluman 1'nnccmntinn Concrnuatinn OHM
, (Irahh-8a�rd ISnil- 'iLigl (R°ate�-�gil� ToxidtV
Tosiciy l'alua
Scorr
Lead Soil 45 1078 - 5622 40
Lead Groundwater 45 100-900 30
Not Used
1 U?�9f99 :i I U CMR- 175fi
=10 CMR: DBPARTMGNT OP GNVtRONMGNTAL P20TGCT(ON
4q.lill (Continucdl iV. HU�[A\ POPULATIOn.4NDL:�NDUSES
��'.:� i�o��:�v roroL,�r�o�
14cskirntial Population 0.'ithin Nanc 1.'�9 1011-1wg .- I.flUfl
'/:Ylllc 0 : HI �I��
`.
Inc�im�inns Nnne Onr a�Mnm
Ni�Lin i1Kl frrt b I11'-`'
lh�-Sitr U'ad:rrs Ntmc I-9`I 100.Y���� _ I.UOl1
D � IO �4
1\'.B. p(?IIII�ERS
$ulr$unrcr Aquifi�r Nn l YcK
Namr.
.. _ ... . ._. ___._"'"... 9 �:
P�uciniallYl`ualwaiveAy;�iLr No°� �N�liumialliglt
0 �G
IV.C. R'.�7'LH II,tiE
Provmity ofDiqmv�l Siu m Nnt ApplicaMr IN,\1 Lmc A Amc II.II\TA.itt
Puhliz D�ini:ing lF:nrr Snpply$omra � 511'inmAr.�IHI'
T
b 1!I :q
Pcr.qroeticrveJhyPuUlicDiiukingltia�nSu�+ly NA _5-YY) I.(Nlil--0!NJ'/ >.00D--09.'lI9 ;_30.U4111
U � 10 'D '3
, Cnvam\1'atcr Supplicx&'lhin i(i0 Prct Nnnr Cmmmcsiaf Apri..ulmre Dnnking
Indnsuial Rssidcnua3 1'�wdi7o�:nsing
INnt Inge.�cJ)
u``. �n ic - �
Ninrti�iac I`ub!i.\�'aier A�pply Awilablc Yes No
(l;mblv Puf�lic ll`:acr$upply in Dispos�l Sitr Cammunity
nnJ 1'uhli;:P'alrt Connr�tinu s.SOD Frrt fiom Si�c1 0 -
tiF.C77p�NS(IOREIA+B+C)
,1. ZS 8. O c. O �CUTAL:Io-!Vci
25
Chrck hcrc if Scrtinn\'I Las brrn usrJ io amnnl Jrc srn�r lin'cLis Scr$nnal tlir NILS.
ir�%�yr99 31oC�14R- i757
�IUCMR: Df_P;12T�1GNTOfGNVIRONMGNTALPROT1iCTInN
du.151 I (Cmrtinucdl �-_ ECOI.,OG[CAL POPUL:11'!ON
. �'`�. LNVIRON�IL.NI':\LB6FOPRf1i:1RF.:�S
Xk:SOURfE �
LOC�77VN
Mcanl'(7llicallinviiomnrnial(.im.cm �:Ofl'finm$ite - >IIiYf�mnSitc Or-Si�e
���� 't� :n
Spr::e-solSp:cialCon.a�t jfliPfinmSitr IM-Sia'm�: j(X)'frmnHahiCrt
lhntcurd ur EmL�ngrrtJ Spccirs I lahithl
�-!�' ;U
1Vtllandc.Ce�L(id\"ctnalPool.m �IINI'�ioinSi�t� �,: IOU'(�o�n$ilr (hrvSitr.
OmxU�alinr.Rea.ui,r\l�atcr
p '0 ` 3f1
Fish Iiahiu� .<nlf Gem Siir SOU'Ilmm Sim �
On-$ilr
�� '-�� � ill
Prmcc¢J Op7�S�are :Cpp'f��m fiilr _ <UfY(rcm$im lh�-Si1c
ILo:a1:S�a�c'FcJua Vfmttcr i
p� ,n
��i
c('qgg.GliCTtUN 4'A.p:\7.1'iF SECTI(11�V.:\.SCORE 1$z lll.
� �'�' E\'VIRON�IG\T.-\LTOXIfIT\'F('ORE
!lipA¢.1 Errsiranm.nlu(]o.�iri�v.Prvir�
F'nrm Tr�h/.{%.N.nr ii'o�A;Fan i<lf.l.mr Follmrirrg l'ng;�.
OI IM SmrcJ:
Lead ia�i,i�Y Scmry 1-.i=1
1'nnirinra�innaudMrdis _._.�.078 — SGZZ mg/kq S011. 20
tiEfT10N b'.Sf.ORLl IA.+B.�
A, H
- iUTAL: (0-ISSj
40 20 60
t'hr.-1:hnc ff Sr,ti�m t7 has Mrn umd io amrnd thc xmrr fm fiie Srcunn o11Lr NI(S.
� I���`�)''�)�J 3IOCMR- 1755
31oc'MIt: DI_f'��Rl'MLN'foPGNViRONMGN'i.�\LPROTGI'TION
40.1511 (Continucdl
TaM1ir V.li. IINVIRUNTfENT AL TOXICITI'SfORQ
CONC�NTHIT/O,Nf.��ii.'snlimrnl:.ee%_r,:sndncc:j;�oundwatn u�;%II
oH:if
., � �-ug iut�.r» inno-��r��> > �o.00u
Aucnic � . �� � � _ . � � �n � - � �: - � _ .
.�
l3cuane �� � �
Bis1I-e1hp16en9Jphlhala�r . . c . . 10 � � . I: �0 � �:. ...
(aJmiam ��i �5 y� _ 50
� far6nn Tclrorhbrfdc�.� � �. . n - ' .1 � ' � 10 1$ ..
C6lnrab�nnne " 10 L" �p
Chmmiumlll . . � . . � � . . . � i . . . . .I� �� . . _�� .
f.hrmmivmV9 ' Itl IS 41
('naPTat � . � - . � . � Ili . � � . . . -
�I: . . .�,� . . .
4paniJa - ��
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1.1 DfcM1lm'ncihant ' . _ID � �: ,n � . .
1,3 UidJnrm•.ILa�r p � -'
- 10 L
�Bthyl6enauc � � � . . (1 ' � . i � � . Ip , . _ ':.... .
E1hplrncUl6romWe c ��� �� ���
� -d2 Fud Oil(�trRin Ptodvcp �.' .. i ,. 10 - . �: . _�y� .
� I:asnNnc(�ir�in prndnct) ' - I11 L _0 '
Lcad � . . � . � � - 10. �c .p 1 � �t .
\tercun' 1: ,p il1 q;
Alct6yleueChlnriAc . . _ � -�ip � 1� I0� �; �� .
IqrfhrlLlh�ikr[onc ; 1(i �: ,�� _ .
MrIhN Teti Butpl Gher '< . . I . : . IU .� �: -� .'•p ..
�icl�ii �
- in �: ,�
Thrnol� . � � �.0 � . . I. . . . . . . � . . .
10 �c
1':1NS III �: 'II '
PCUs�� . � . . � .. �� � .� �� . . �
SP 35
T�•vnhbror�in�l�me U I I(1 7:
' TnWenr. � � � . 0 � � � 1 - � �i IO � � L". �
I,I.I Trivhbr�ihanr p � �� �;
'fHcWorcelhVlenr � 11 ! - IV 1:� .
I012y'99 �
310 CMR- 1759
=IU CMR: DGPARTMGNT OF 6N VIRONMCNTAL PROT�CTIOr
'1'eFir V.B. GN VBONM�NL1L TOXICfTI'SCORE
� CO.VCB':1'TRATIOA'I�+il;�nlimcm:ug�g:surG„dEroumlxa�rr ug!U
fJl)dl
<� 1-`ua 100-w1Y 1.000-�.`Mtl ', IO.Opi1
Fiip�l CMm'iJe I(1 I:
2U 'c
Xv7enas . . . e . S . . 10 �. � ... . .
1: ��� - it . .
%inc �
i!1 I i '_t!
•: S.oirsJcrivcJ6]dr(uullmct6ndx.11l.I�I1N'_I.
' U11�9;'yq :Ip CMR- 1760
310 CMR: DL-PARTMGNT OP ENVIRONMENTAL PROTECTION
vura-re�r rnc;e
, tfl/�v(9y 310CMR- I761 �
�IU CMR: DGP:IRTMGN7'O�GNVIRONMCNTAL PROTEC'7ION
-l0.1511 (.Qmtinucd)
U,.c IY��r,hh.c�l P.BJ.m d::/.nnirk•£m-irmmicrrrnl Tmirih�Srw.:�lar p/!:4}i�ol/i.irJ in T.�1�1�iCU.
ruc d0.l.i 167in En�irmnrr.+i�n!T.'��i:ilt l''ol;ie.-lu�:nrh OI1:Ii
\Yorkshce�V.R.I C�YINONn1E\T.ILTOXICIT\"FfONE .
C(��VCENTRil70,Y
GN\'INON,b1LNT.AL.
'I'GXI('1'il'C.1LUG Usc u�s'c(n Ri.i!an.l ug�1 fm Sa�L m\Viicr nr ri[nwni.vm.-r
: I 1-')Y 100-uuY I Vu0-`,+,'+UO ,.. ID,OOU
10 0 1 _ 10
IS
��� � 10 7� .p
S(1 ' 19 �5 -
'_U
�!� III Ic 'fl �:
?(I
J(1 �i >tl ' S�1 i=
1':I(.1. ONA1�ued Con�:nnmimv 7.�,�.�J in.Srr�irne V.XJ.
UII.'N Lmi�nmmrnul ('om�rnua�inn (mc�rnt�atiou Environmental
Tnxidiy\'alnr f�il- ugrg) lu'a�rr-pEili To:icih•
Soore
I l�„y�y) 31Q CMR- 1762
, =lU CMR: DEPARTMGNT OF [iNVIRONMGNT.dI., PitOTLITfON
4u.i 5 i i (coniinucJ) \7. !11ITIGATfNG D[SPQSAI,SITE-SPECIFIC CONDITIONS
, ��. \tI79C�lYNGU1SPO,CU.6ITE.S1'�CiWCfoNU1TlONS
UisMisal v�tospcei�ic conJiiiunx tlurt wamml uncnding 1hc site xom. Cl�angcs Ji�c.tly�d:ncJ in NR$$n:linm or SuhM-ninn scorce m:ry�mt rdu:c iLc scorc more Ilivi
the idcv:nrt cuhsr�liun v:Jue assicncd liir thc Jiaryve�l nte in that suhscv.�inu. Sctlinn\�musl rtic�;nce spe�dk paEeti ol thc.Ph:an I. Scaion CI may noi ca:a�d�. $p �
Pnims:md m:ry bc smrN onir in Spoin:im�rcmcnt< A�Ln'h:nlJmonai pagcs:�'nccectiry.
i
Smrc
Uicposai tiiie,ticnre AmenJmrn��Nnt Io Ctceed t Sil Poin�s) '
I q11.9/99 310 C'MR- 176�
S.P. Enhinecring, Inc.
-P}o' ct- Borin�No.: To Comer- S-I I
� 8 Peazf Street Beside Sa�ders Street
Salem �4r1 File No.
Review bv:
surin�Co.: Peterson Consttuction Bo � a Lvcation:
Fvreman: Cari Peterson Goucxl Elev.: M � �� Overcast 7D-75
S.P. En�neerin�, Inc.: Bruce Poole Date Start - Fsd: 9/I6/03
- . . � �� � : � Ground Water (See Notes)
� _.-� .. TeylPnsb}Backhoer. . � � .
,_ ., Depth to
` Date Tune De to Bottom Water NAPL
, Sarrqile Data , ,_
No. Depth- --.-Soil Desc�tion Pen. Rec; -PID - Sample#
` S8e Desctiption
. —__ _..._ __ _ --
0 ;Sod � Grass Across from 16 Saunders Street
--...
1 Tan Brown Sitty Sand p
-_....,--._ ---
--.__.._ __ S-11
;Z Tan Sand & Comerstones
_ ....; _:.._ , ;
�_...____:_.--- — 0-4�
3 Rock & Dark Si Sand
— � �
-,-. _ .. _
___..._ _--- --
4 Tan Brown Sitty Sand '�
-_ .____ __
,5 _ --
;Tan Medium Sand � p
' _ _.... - - - i
6 iTan Medium Sand �i
--- --.,'_
�
- _... ....__
7 'Tan Medium Sand
-- _ .:.-----__.,_ __.__
_ _ .. ---...__ ------
8 Tan Medium Sand
---- _ I
- _---- _- - I
� S.Y. End neering, Inc.
_Pro' ct- Bo � � No.:Ed� - S-1'
8 Pearl Street 60' tiom Saia�ders Street
Salem MA File No. -
; Review bv:
orin Co.: Peterson Construcbon Borin Location:
�Poreman: Carls Peterson Ground Elev._ M & pvercast
S.P. � eering Inc.:Bruce Poole Date Start- Fnd: 9/16/03
Ground Water jSee Notes)
TestPits.b}Back6oe
: Depth tn
Date Iime De to Soiwm ' Water NAPL
5a�le Data .
No. Depth -Srn7 Desetintion . ' Pen, -Rec. PID Sart�le#
Site Descriptmn
i0 !Sod 8 Clay South Edge of Property
---:_.._.._—.___--
_ ___ _----
1 Tan Silt 8, Fine Sand �
____ �
- - _.__;_. — S-12
2 Tan Sitt & Coarse Rock
_ _ __ ' ' 0-4'
---_ __ �- — '
3 Medium Tan Sand p
��4 MediumTanSand � ' , �
---_ ..___*___...------
i5 _ _. _.
�Medium Tan Sand ,
',, -=---._.._,---- - : ' '
__ .._..-- -
;6 jMedium Tan Sand I '
_. _.
, _- -- — .
_. .
� ,
i
_ __------ _--
S.P. Engineerinh, Inc.
I , _py,n• ct_ Borina No.. 5-13
fi Peari Street 20' V1West ofErtt� S:umders Street
� . '. Saler� MA Fde No.
Review bv:
sorin Co.: Peterson Construciion Bo �Location:
Foreman: Carl Peters�m Groimd L(ev.: M �& Overcast
S.P. E �' rin Inc.:gruce poole Date Start- Fnd: 9!f 6/03
� � � � Ground Water (See Noiesj
.:"'Cest Pits b�':$ackhoe ': � .
D�p1h to
Da[e Time ' De th to Boaom Water NAPL
` ;Sam�k Data
No. Depth. Soil Description Pea Rec. , PID Sample# S�e hon
� . _ . DescnP
—.___ —_—
_---- _ _
_ __.
0 Sift, Top Soil ; � ! Between End of Street and RR Tracks
_...._._—_. ' _ __ � I I
_.__-., __ ---
� �Grey Sitt & Ash ', 0 S-13A
��� - � �
�2 IGrey Sift & Ash ' ; - . � _1. 0-3'
-- � _ � �
�.. -- '
-- - --______.�
3 Dark Layer& Cinder j p Ash Tapers to 1' at End of Trench
I ;G�ey WhiteAsh ' : ;
_. . —; ' --- -
4 Grey White Ash-Glass i S-13B
,
� �
__ ' _ ; , 3-&'
_ --
_$ Grey White Ash-Bnck ' i ' ,
_. _...__ _ . ,
6 Grey White Ash
___ —.._ . � �
7 iTan Brown Sand ' p --
'_— _
__-- _.__.
;8 Tan Brown Sand
�
---- __. .__ _._—.
� ---- -. ..._. �
_.__ __:
�
�
--.. _ .. _ ___,.__.._.
�
;
;
_ ---- �
- -- �
S.P. �ne neering, Inc.
_p�' _ Bo No.: S-13C
8 Pearl Street 20' to South fo S-I 3
Salem NtA F�e No.
Review bv.
So � Co.: Peterson Construction Bo ' L.ocation:
Forertmn: Carl Peterson Grow�d L-7ev.: vl �& Uvercast
S.P. En�neerin�, Inc._Bruce Poole Date Start - End_ 9/16/03
Ground Water (See Notes)
_ TestP4sbti�Backhoe. �- . . �;DepW,tn. .
Date Tune De 'wBottom ` Water : NAPL
Sa�r�le,Data•
No. Depih Soil Descr�tia�' Pea Rec: PID Sample# . S�e D�Cr�tion
-- �
�0 i Ctay, Sod ! ' ' �- 20' South of S-13
-- _ '----
_ ___ --- __ --
�1 Tan Sitt & Sand , p
-- ------ , ;
__ _ _.:______.
iz 'Dark Sift, TraceAsh ; I
_ .— - .__ I I �
_ ,3 'White Grey Ash 12-18' i
'4 I White Grey Ash � Q 'S-13C
i 0-4'
-- -
i
_--- - I__..
' S �Grey Tan Sand !
. --..__. �_ I �i
� .___ __.__...,.- . .
__..___`:._"_'
� � I
_-____."_____._ . : i �
..____._ __
. . .. --1-_.__.__....,"___._
i I
� __..._"___.....-
I i
i
,,- '. __._.-_��_'_"__...__ -_._'......- ,.
�i �
S.P. Cnbineerin�, lnc.
_p�' M_ Borinx No.: S-I d
fi Pearl Street 4�' tic�m End ot Sawiders Street
Sakm �tA File Nv.
Review bv:
.ortn Co.: Peterson Construction Borin«Locauon:
Foreman: CarlPeterson Grou� Elev.: vl � �& Overcast
S.P. E � eenng Inc.:Bruce Poole Date Start- End: 9i 16iO3
� � � � � � Ground Water (See Notes)
1'est PAs:b}-Bacichoe
Depth to
Date Tane De to Bouom Waler N.4PL
Sarrq�le Data
No. Deprth Soil Deseription Pen: Rec. PID Sample# Sde Description
- -._ . __..
- _.___ _---
�
� Brown Silt 8 Vegetation ',- 0 Edge of Saunders Street Extension,
- --- ' 1l2 way to RR Tracks
--- -. _._. . .. _----
1 ;Tan Medium Sand S-14
—_...---- ...----_ .__ ' ' . _. �,
.
2 Brown Silt 8 Sand , p
—_:_---... .---__. __ !
3 Brown Silt & Sand �
-- , _—.
_._ _ : __ ,
;4 ;Tan Sand � p
;
� j
__ , �
___ _ . --- ;_..__._ :.. . ----
j5 �Tan Sand �, ; +�
—_.......__ �__ ...._. � :
_. ___ —
___... .__—
�.r. r.ngmeenng, �nc.
; `: . _plo• ct_ Btr �No.: 5-I>
S Pearl Street North of Saimders Street
Sak.rt� R•fA Fle No.
Review b •:
orin�Co.: Peterson Construction Burin Locadon:
�Foreman: Carl Peterson Goimd F�ev.: M &Overcast
5P. Eruneerin� i�.:Bruce Poole Date Start - Fnd: 9/16/03
Ground Water (See Notes)
'.Test Pils b�a.Beckhoe,. r:
��,Depth tn
, .t , ,
Date . TIIne De to Bottom ' Water NAPL
Sa�r�Data
No. Depth . : Soil Description Pea Rec: `PID ;Sample#` ` .S4e Deseti¢�twn
; .:.
_ — - --__ --
0 ;Sand & Sod ; 30' from End of Saunders Street, Norlh
---- ---- ' . __-- ____ Edge of former building
�1 TanBrown Sand 8 Rock ' � 0
' ! ' __--S-15
- —__
2 iTaNBrown Sand, Large � � a5
' ;Concrete i ,
_ . _..__
!3 ;TaNBrown Sand, Large I � 7
; �Stone
---__ _ _ -- ' __-�-- __
4 IFiydrant Pieces
—.—.._._ ,
5 �Tan Medium Sand
;
, , ,
__ - ,—..__.. _. '
�
,— ._ ..,_
- -- �
_� ' _. ___ i
� i
�
� �
S.P. Ene neering, inc.
-Pm' ct- Bo �No.: 5-16
S Pearl Street ^_0' IinmCras. W' West ofSaimders St.
Salem I�tA File No.
Review b��:
.,orine Co.: Peterson Construction Borin�Location:
Fore�mn: Carl Peterson Ground Elev.: M � �& Overcast
S.P. Ln � eerin�; [nc.: Bruce Poole Date Start- End: 9/16/03
Ground Wa[er iSee Notes)
� . �. . �.�- �TeatPds b�`Backhoe. �� �
Depth W
Datc Tane De to Botxom Watcr NAPL
Sam�le Data
No: Depth --' Soil Descripbon Pca Rec,. PID Sample# Sibe I?escript�i -
____.___---..._-- __---
o Top Soil � 20' from Gas Easement
___ __ ;__ _
;1 ;Tan Med�um Sand -- - . _ - ' 0
--- ..___—_,...__ - - --- S-16
2 Tan Medium Sand
;_ . i 0-5'
_ _ __ ----_-- -_........__—
3 Tan Medium Sand
-- ..._._ ---- -- '
4 Black Silt & Organics I 0 -
_
IS-_;-- --___
____;:___
i8rown Sand 8 Sift
—_:._... -=--..._._,---- _ _ _._i. ---
!6 ;Brown Sand & Sift
S.P. Engincerin�, [nc.
_pt+o• �_ Borino No.: 5-17
8 Pearl Street Beside 5oi1 Stock Pile
Salert� � File No. i
Review hv:
,3orin�Cu: Peterson Cvnstruction Bonne Li�cation:
Foreman: Carl Peterson Groiuid Glev.: Vt �& Overcast
S.P. Ee�neerin�, Inc.:Bruce Poole Date Start- End: 9l161�3
Ground Water (See Notes)
TrsLPits:b} 8ackhoe
_, ,' _ . .. DepIl� to .
Date Tunc De to Bottom Water , NAPL
;S��:D�
, No Depth Sex7IIescription Pea Rzc. PID Sample# Sde Description
�
-- --- P _---_. ._..._
_ _--
To Soii 30'from South End of Soi� Pile
-- --- � : ,
__ _-- —_.__.._____
` '1 ;Tan Sand 4 S_1�
— __..__ .,y
------ __. .
2 'Gre lSand & Silt 0-5'
_ . —_. __. _..----'
3 '.Grey Sand, Cable, Bnck, + ' p�
iPipe & Steel ' I
�
4 _ . �Medium Tan Sand . �_ �
' � i
— ... --- , ,
' S �Medium Tan Sand ' I
____i --
_. ,.----:_
--__.._ _._— --._
_..._,__.__.
�
_ . .__._.._
S.P. Engineering, Inc.
I -Pru' ct- Borin�No.: S-I 8
8 Pearl Street Beside Fnd ofSoil Pile
Salem MA F�le No.
Review hy
dorin�Co.: Peterson Cunstrucbon Barina Location:
Forertuui: Car1 Peterson Gro�md Elev.: M �C� Overcast
S.P. En�ineerin� Ir�c.: Bruce Poole Date Start- Fnd: 9/16/03
. .�� . � , � � �� . .. � -� � GroundWater jSeeNofes}
Test PAs.b}'..Sackhue .....�. . .
Dep�h to
i Date Tune De to Bottom Water ' N.4PL
Sarcg�ie Daiu
� No: DeFqh So@ Description Pen. Rec: PID Sample# SAe Descriptron `
i
__._____.. ____..-- __..--
0 Top Soil 30' from North End of Sal Pile
--_ _ __
-- ._.,._ .__
7 ;Black-Coal Ash 8 Brick g_�g
_ _. .---. _ ' 13,
_ ....... ....:.__.__:
2 ;Black-Coal Ash& Brick
---____—_._..__-----
__...... .. -- —
3 Tan Medium Sand
--- _ ___ -__.._._ �
;4 Tan Medium Sand
S.P. En�necring, Inc.
-Ao' ct Borin�No.: =0' North- 5-13A
8 Pearl Street 20'North of S-l 3 .
Salem, MA File Nv.
Revie�v by:
Borin Co.: Peterson Conshuction Borin�Lucannn
Foreman: Cart Peterson Gcwnd Flev.: M & Overcast
S.P. I;n�ieerin� Inc.: Bruce Poole Date Start- End: 9/16l03
. Ground Water (See Notes)
TestPds b� Backhoe :
,, .. ,
Dep1h to
Date 7"me De to Bottom Water ' NAPL
Sairq�k,Data
No. 'i3epth` Soi1 Desc� , Pea Rec: °PID - Sample#. S���� .
— - — �
, 0 'Top Soil ! ' 60' West of Cross SVeet, Center
_._ __�_—_ ..._____ 12"Vein of Ash
I 1 �Medium Tan Sand p
i2 �Black Coal Ash i Q No Sample
`3--i-Red Bravm Sand 1
'4 Red Brown Sand i p --
---... ' --
. __-
5 Red Brown Sand
__._._ �
, �6 ;Red Brown Sand
,
-- ---=-
--._____.—_
�
j �
i �
__. ------ �
. _------
_..____'----:_._._._—
S.P. Enb neering, Inc.
i -Pm' ct Borirn�No.: 'Co Suil- 5-19
i 8 Pearl Street Cerrter of t.�t
Salem �IA File No.
Review bv
dorin�Co.: Peterson Construcuon Borinv La:atio�t
iforeman: Carl Peterson Ground Flev.: M o �& Overcast
S.P. En�neerin�, Inc.: Bruce Poole Date Start - Fiid: 9l16i�3
Ground Water (See Notes)
Tpt Pffs by Backhoe _
I Dcpth to.
! Date T�e De lo Bonom Water NAPL
Sample Data __
Na DePrth - :.Sa7 Description. .. Ren Rec. PIB . . Sampfe# Srte Descripturn,
---- .. -----
_— ___-----
0 Top Soil Center of fortner Building or Chimney
_ • __ ._—.—..... -- --_ _ '
_......_ _...._.
1 'Tan Sand
—. .._ '_._ ----
,__
2 Grey 8 Tan Sand, Bnck ,
---___
Foundation S-19
_.. ._ __......_—�,
_ 3 _L rey Tan Sand �
__ _....__ ! ------
4 iGrey Tan Sand
___ __
—--'- ... ,
i 5 I,Grey Tan Sand
—._...,__ __..._
- ----=--_ . __—
6 Tan Sand
_
S.P. En�ineerin�, Inc.
� -Av' ct Borm�No.: S-_0
I fi Pearl street &uMi�Edoe West•Side
Salerrt MA Fde No.
Revie�v b�•:
, aorin Co.: Peterson Construction Burmu L.ocation
Foreman:Cari Peterson Groimd F�ev.: M o & Overcast
S.P. E � eerin Inc.:Bruce Poole Date Start- Fsd: 9/16iO3
Ground Water (See Notes)
Teyt PAs by;Backhoe.'.�?
Deprth to
Date Time De toBona�� Water ' ` NAPL
` Sample'Data
No. Depth Srnl Descrig�uon Fen: Rec. PID Sample# S�e n
, Descr�tm
__ ---- _..
'0 ITop Soil i J� 30' from gas easement, took several
---- —=-- - trys because of brick fioor
_...T—. .
1 �Grey/sand, Brick floor i 0
_ _ _..
Concrete Foundation ' �20
,_.. ,
2 Red Brown Sand 0-3'
._ ____
__ __.._.
3 ;Tan Sand ' i
—= - � _.._ �
- --- ----
4 �Tan Sand i 0
—_5_._ iTan Sand - __.. --
_ ._-----'. _ ,
6 ITan 5and i
__--
i
�
S.P. Engineering, Inc.
_p�' � Bonn,�vo.: S-_I
8 Pearl Street Comer Abutti �G��ss Street
Salem Vtr� File No_
Re�iew bv
dorin�,Co.: Peterson Constn�ction Bonn�Location:
Foreman: Carl Peterson Growxl F7ev.: M � �3c Overcast
S.P. Eruneerin; Lx.: Bruce Poole Date Start- End: 9115iO3 .
� � � - � � �, Ground Water jSee Notes)
_Tes[PIIsD�Baekhoe
Bcpth co
Date Time De to Bouom Water NAPL
Saa�le:Dala '
No. Depth Sm7 Desc�ti�m Pea 'Rec, PID Sample# Srte Descriptmn
__ __ -- _ _ . . - ---
0 Top Soil 8 Vegetation Inside Corrle�East Side
_ .—._--- __ ____- =-- .. ;
1 Grey Tan Sand 5 2�
_._, —_ _ _,_ ',
___._.__
2 ,Grey Tan Sand, Steel-R ' 0-4'
,Bar t"
--- —
, 3 __ _ . ---.
,'Grey Tan Sand
—_,..._.—..� __....
-- -
� :4 �Tan Sand
—_. '_.. _._ -- -� ' —
�
IOHNR. KEILTY. COUNSELORAT L,.4W
40 LOWELI $7R66T
�sneoor, MA Olggp TELEVHONE (97B) 53I-7�0O
� Fncei�t��E (g78) 531-2479 '
Isr.uazy 6, 2005
Vfa Facsitnile Transmission
Ms. )ulianna Tache
Mr. Creorge Fallon
c/o Tache Real Bstate '
208 Derby Sueet
Salem,MA 01970
Re: Saninders$��, 581em,Massaehusetfs
Doar Julianna and Geocge:
I spoke today,January 6,20p5, witli Frank Toormina of the Saiem Conserva2ioa
Commission. I suggested to him tF�at you no longer own the land and that inasmuch as
the Order of Conditions is a znfltter of reeotd, the Commonwealth of Massachusetts
would be responsible for the teims and conditions of the Ord,er of Conditioas with zegazd
to the cleanup which is DEP File No. 64-0359_
I havc agreed that we would provide a notice to the Commonwealth of
Massac}�usetts of the Order of Conditions and see if we can get them to provide a 1¢tter
Sa�$�eY� aware of it and stand bound by thc terms and conditions.
In the meantime, I have continued che maner uovl after thc second Feb�vary
meeting of ihe 24`". .
WouId you ca11 me to discuss the matter.
Very ituly yours
� �
ohn R. Keilty,E virc
JRIC/cmb �
JOH1V R. KEII.TY, C O v rl S 6l O At qT L,qyy
40 LowELI STREET
, PeqgooY, MA 01960 Te�Epnorva t9781 631-7900
FncsiMi�c (87BJ s31-2479
January 6, 2005
Vim Faes)mile Tranamission
Conservation Commission
Ctity of Salem
120 Washington Street .
Sa1em,MA 01470
Attn: Ftank Toornsina
Conscrvatioa Commission Agent
Re: 24 Saundecs Stneet,Salem,Maseachusetts
DEP File No. 64•0359(Remed➢ation and Clean Up)
Dea�Mr. Tooimina'
I rcpresen[Julianne Tachc,Tmstcc of Riverside Realty Trust with tegatd to th0
soil cleanup,
Ple�se accept this Ictter as a request that the delibexations of the Conservation
Commission be eztended uncil Febcvary 2g, Z0p5.
'yetY ttuly yours,
/A^� �
John R_Keilty, � uire
JR.K1emb
D
ENGINEERING • TECHNOLOGY
P.O. Box 848• Salem, Massachusetts 01970-Telephone: 978-745-4569• Fax: 978-745-4881
Oetc�ber 'I, =i]+)•}
�Ir_ Geor�_e Fallun
iG .L C; l�rust
=US Derb� Srreet
Saiem_ �l,a U 19?0
Rc: Former S:�Iem Shoe Factm��
3 Fear! Sirect. S:�lem_ �i 1
Dear ti9r. �allon.
! have ��re��ared ihic �c,rrespundenee a; a .�atus up�ate and cust estimuie ti,r �he ibrmer Salem Siioe
iact�,i�: ;ite at Peari ;i��� Saunders Sue�vt. 1 im�le::[and that die S[ate nas takcn paiT vi thc l�nd leavin�,
�wo lots. Tiie fast ruund ot tesr pies I S-1 I tu 19) conducted in September, =f?+)3 shu��eil uddi�ion:il .,sii
landtill zones i,n various �.air. ofthe p�opeit�.
f�he iar+_est yuanlit� uf ash i: in the �i�uth �4est i:orner 1 S-�. -1 & �1 i>> [he railroad .�nd eenter b� raiiroa�
S-1 t�i_ The area yot� delinezitcd as ihe t�vv luts ctiii cuntain: t�vi, ash zonec: S-I� .-�. B. C', �nd tif
Saunderc Street and S-I i, 13 und 13A besiJe the previous suil piie. 7�he S-(� z��ne is u: ::e:p a� s in
the center. �vhile 5-13 ic a m�.rimum uf '_ deep The �.�or.t ea�e calculalions ;iiu�ti �S� ;:ui,ie �arc� un
ttae i��;� lots t�74'ol and up to 5�I c�� �m the Slate ��roprr��� (C�:",=o). 1'he vvlume i,fa.ii ;,n li�t ' t�, be
remuti=ed. �tabilized and tr<tn��,�,rt�� is estimated ro be benveen 300 ���d ��)i) rens. The lirst >>ha;e ui�the
��li)1�C1. 7171�U1�711�' 1it78�CCIS_ iDL�,I11C'G'IIII�_. P,\C:1��7fI0f1. :i:l�)1�17_:lUpil. Iflii�i)t�ll. :md Ji�p��cai �:�5� y�j_ it�il.
\t �hi; rate tl�e remainin!, aaii remedia�iun �,�uul�: cus[ >��),�:il�l ii� S`--5i)+1 iJ0 The c�,ii ,i�L• :,n rhe
pru��ert� ni�t onlc escee�: :h� S-I re�i�enti�l ;tan.lnrd; 1:iN! m_� l:_�1 i�ui ai;o the 1:����er �`•,nirntratic�n
�_1117If t�.( �_ �.:) U� �l).1}i)i) Ill�i �'� rl(,'i = �'.) ( ���� ��) �)���)!i (!�. � �IIS Illf:lllti, iltl I17811t1'1A�lil! I�1C t�C:'tli��il11�17
�r tlie pro�•e.7� the asli h;i; to l.�e remu�ed.
��'�lt;il \�Ull ;Sfe le1l�\� f0 �.�lOCL'L'tj � i::ll �.�il'�t,ire a :u�,re �etaileJ t�U0l8lli�l7. � �lflll� ���ti i�Dl '�.UUi BIiCi7t7u17 ::.
ihis matter Please eall if cou ha�e am yue;ti�,n;.
� :r� rrul�� ��i�urs_
�I' l:m,;ineerima. h�c
._ _ . - _ �-._,.
linice \L 1';��,le
�;e.:itlitill
D
ENGINEERING • TECHNOLOGY
P.p. Box 848• Salem, Massachusetts 01970•Telephone: 97&745-4569•Fax: 97&745-4881
Jtti� i�. _pp-1
�tr. Gevrse 1=allon
JG .Cc G T�u;t
=03 Derb� Street
Salem. �f,a i)197p
Re: Furmer $alem Shoe Facrory
3 Pearl Street, Salem, �La
Dear �(r. F�llun.
i ;�ave pre}�ared this cvrrespundence as a atatus up�ate ri�r �lie ;ixmer Salem 5hue racton site ;u Peari
and Saunders Street. We have Ueen comacted b� DEP as ;he�: ;��e lookins ror a >is mon�h updare and
schedule un project wmpletiun. The Ra,�f Plan proposed the remedial �.cork in nvu pnases, the tirst <�r
�rttich has l�een completed IS-9/'_003) and the :2Cond portion tra; to Ue compieted in 1= months.
1 understand thac the proposed State iakin� of�he land iias [aken come time to be cvniirmed, but the
process is aimusi in piate. Tiie last round ur,est pits cunducred in 5et�tembe;, =UOa :hu��ed ;iuditi;�nal
a;h landtill zones un the i�ther _;:�s vt rhe uropert�. ihe �olume ��fash !o be remuved. :tabilized and
!ranspurteu is estimaced to be ben�een o+)t) and s+)0 tans. Tire iirt phase oi rhe prcaiect. inrudin��
analcsis_ em�ineerin�. escavation, ;tabiliz�tioa ;ransport and dispusal cost SI�_.ton. :at rhi5 rate the
. Ie171a1t71i1_' ;1S}1 3efitf(�I1IIC41 lVOL1Il1 CO�L 5,��._�)�)iU SI�)�.S�Jti.�10. Tiie soil:ash �rn -he :�IZ�L`�Z^`: i1V( :)R�\�
exce�ds ;he S-] residential stan�ards i:�?+J ;r.•_,k�l i�ut ai�u rhe f:ppe: C.,ncenuar�m L;mit !i:CL :l rr
, '�.�;�i!) ;ilL'.}:'_' De: � �') (.��R 11).JVVri �li. ?bl�iei� :nea��s. ��u 'l18[Iti '�,b"118[ �IIZ �ly�.W>liIOO :Jf :I?L' �fUl?�il��.
.�1� �.i5i1 !?1� i0 ��e remr�-eU.
p�C:LC ;I.UCI�� ill:: :li :V ;�:� �IfYCI1U11 �VU '.k��Ultl .:X: ;O i:iF:Z. =i� � I3S1\' !Ti:lk2 .l i71:1:t� I.11'-Oft>.0 :U L�.?�
i':�an� �.�,u r;,r ruur ,iire�ufun t0 Illl.; 'Tl:l[[�;. �IZ;1aZ (:91I '1 cDU !18\"B �Il\ QLl'jLit)Il;
� Ni`. iRill' `,-�?l1I$, '
SP Gnxi�ieerim�. !ne.
,�r.ac� '�.I °.�ulc
;'-e>idr.0
3\1P ��r.
D
ENGINEERING • TECH�VOLOGY
P.O. Box 848• Salem, Massachuseris 01970•Telephone: 978-745-4569•Fax: 978-745-4881
Client: Geurge Faillon Date: October 3, 2003
208 Derby Street
Salem, MA 01970
3 Pearl Street
Test Pits L�B CERTIFICATION #:M-MA034
LABORATORY REPORT
-- - ---------------------------------------------
Sample Type: Soil Soil Svil Soil
Sample From: S-I l, 0-4' $-12, 0-4' S-13P� 0-3' S-liB, 3-b'
S�mpie ID#: 0309023 0309029 0309030 Oi09031 Method # Date
Lead ma/kg 290 16.7 ^ ZO80 � 1080 220.1 ^ 10/02/03
Sampled By: B. Poole
Sampled On: 09/16iO3
Sample Received: 091I6/03
1'his information contained in this report is, to the best of my knowledge accurate and complete.
10�,3�p � �V�.t.t.e�t.--UC9$�Q. '�
Date: Laboratvry Director.
D
ENGINEERING • TECHNOLOGY
P.O.Box 848•Salem, Massachusetls 01970•Telephone: 978-745-4569•Fax: 97&745-4881
Client: George Failon _ Date: October 3, 2003
_208 Derby Street
Salem, i�1A 01970
8 Pearl Street
Test Pits LAB CERTIFiCAT10N #:141-MA034
[.�1BORATORY REPORT
----_---------------------------------------------------------------
-----------------
Sample T}'pe: Soil Soil Soil Soil
Sample From: S-liC, 0-5' S-I4, 0-�t' S-I5, 0-5' S-t6, 0-S
Sample II7#: 0309032 0309033 0309034 0309035 Method # Date
Lead mg/1cg 939 146 346 � 5622 220.1 10/02/03
Sampled By: B. Poole
Sampled On: �9/16/03
Sample Received: 09/16iO3
This intormation contained in this report is, to ti�e best ot�my knowledge accurate and comptete.
�a/3l 0 3 ��-�.e_sz�a��
Date: Laboratory Director:
D
ENGINEERING • TECHNOLOGY
P.O. Box 848•Salem, Massachusetts 01970•Telephone: 978-745-4569• Fax: 978-745-4881
Clienk George Fallon Date: Ocrober 3, ?003
208 Derby Street _
Salem, MA 01970
3 Pearl Street
Test Fils L�B CERTIFIC�TION #:M-MA034 I
LABORATORY REPORT
------------------------------ ------
Sample Type: Soil $oii Soil Soil Soil---------`---------
Sample From: S-l7, 0-5' 5-18, (-3' 5-19, 0-4' S-20, 0-3' $-21, 0-t'
Sample 1D#: 0309036 0309037 0309038 0309039 030904U Method # Date
Lead m�� g ---1782 � 6131 696---- 828 -----� 1078 ?20.1 ]0/02/03
Sampled By: B. Poo3e
Sampled On: 09/16/03
Sample Received: 09/16/03 I�
This information contained in this report is, to the best of my knowledge accurate and complete.
� d�3Io3 �� `�'��
Date: Laboratory Director:
1
D
ENGINEERING • TECHNOLOGY
, P.O. Hox 848•Salem, Massachusetts 01970•Telephone: 978-745-0569•Fax: 978-745-4881
Client: George Fallon
Date: October 3, 2003
208 Derby Street
Sa(em, MA 019?0
8 Pearl Street
Test P;ts L,�B CERTIFIC.ITIOFi #:M-MAU34
-------------------------------------------------------- - - ------ - ----------- -- ----------
QA/QC LABORATORY REPORT FORM
Blank MDL �� LCS RPDv� `�Date� � �
---------------------------------------------o--------------------------
Lead m�� g 020 I 110% 3.40% 10/02/03 `
MDL=Minimum Detectiou Limit
LCS=Percent recovery of knuwn standard
ItPD= Relative percent deviation of duplicate sample
(A-B)x(100)
(A+B)x(1/2) �
The infurmation cuntained in this report is, to ti►e best of my knowledge accurate and complete.
I o/3ja 3 �J�. 70-�-
Date: Laboratory Director:
� � � , �?, ,� � � .
' � `�'� �-S?, BN� INC' ,
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RELEASE ABATEMENT MEASURE PLAPI
Fur Property Located At:
Former Salem Shoe Factory
8 PEARL STREET
��. SALEM, MA 019'70
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�3 Prepared For:
����
GEORGE FALLON
J.G. & G. TRUST
208 DERBY STREET
SALEM,MA U197U
Prepared By:
BRUCE M, POOLE
DAVID L. BRAMLEY - LSP
SP ENGINEERING,INC.
45 CONGRESS STREET
SALEM; MA 01970
978-745-4569 '
AUGUST 2003
, '��'1
�
Table of Contents
8 Pearl Street
�
Page
1.0 INTRODUCTTON 1-3
2.0 SITE CONDITIONS 3
2.1 Site Description 3
2.2 Previous Investigations 3-4
2.3 Subsnrface Soil Conditions 4
2.4 Grroundwater Conditions 8
2.5 Current Site Conditions 8 & 10
2.6 Surrounding Receptors 10
3.0 REI.EASE ABATEMENT MEASi7RE PLAN 11
3.1 Objective 11
3.2 Scope ofWork 11-12.
• 3.2.1 Waste Management 12.
32.2 Groundwater Management 12
3.31 Health& Safety Plan 13
3.3.2 Contingency Plan 13
33.3 Security Procedures 13
3.3.4 Reporting 14
4.0 ENVIRONMENTAL MONITORING AND
SAMPLING PROGRAM 14
41 Air Monitoring 14
42 Groundwater Monitoring 14
4.3 Soil Monitoring 14
5.0 PERMITS 14
6.0 PROJECT STATEMENTS AND CERTIFICATIONS 15
7.0 SCHEDUI.E 15
x�
Table II'�
of Contents
• 8 Pearl Street I,
TABLES Page ',
Table One - Test�t Soil Analysis Results 5 -
Table Two - Remaining Soil Analysis Results = _ �6 - ' '
Table Three - Removed Soil Ac�alysis Results 7 ',
Table Four - Groundwater Analysis Results 9 'I
FIGURES �'
Figure One - Site Locus �
Figure Two - Site Plan '
Figure Three - Sanborn Map I
• APPENDIX
Appendix A - DEP Bill of Lading, Recycle Application, RAM foRn
Environmental First Search Sanbom Map, Locus Map
Appendix B - Soil Logs
Appendix C - Photographs, (Test Pits and Excavation)
Appendix D - Analysis Results, Custody Logs
•
• 1.0 INTRODUCTION `
SP Engineering, Inc., has prepazed ttus Release Abatement Measure (RAM)Plan on behalf of J.G. & G.
Trust for activities to be conducted aY the property located at the former Salem Shoe Factory at 8 Pearl
zStreet in Salem, Massachusetts. T'his pian has been prepazed in accordance with Yhe Massachusetts
Contingency Plan(MCP), 310 CMR 40.0440.
A Chapter 21E Phase II Environmental Site Assessment conducted on May 27, 2003, excavated 13 test
pits by backhoe over the 2.66 acre site at 8 Pearl Street. Subsoils were characterized, photographed and
sampled for chemical analysis. Figure One, shows the Site Locus. Three areas of white and grey ash
were found.on lots 2, 5 & 6. The ash in two areas (2& 5) had been deposited before the road was built
in the late 1890's. The other azea of coal ash(Lot 6)was located beside the shoe factory boiler room
and was more recent. The shoe factory was demolished in 1989, the underground tank was removed and
the site leveled with sand. Photographs of the ash layers aze enclosed.
• The ash layers ranged from 1-4' thick and contained lead levels greater than the DEP reportable
concentration for an S 2 (commercial) property of 600 mg/kg. Therefore. in accordance with the
Mass. Contineencv Plan 310 CMR 40.0315. Section 1, a release to the environment that eaceeds
the aoalicable criteria must be reoorted to DEP under 40.0331 within 120 days or nerform a
Limited Removal Action (LRA)to remove the source of release within the same oeriod The client
began the LRA on June 30, 2003 to excavate the visible ash tayer on Lot 5. After this removal was
complete, excavation of a 1-2' coal ash layer was started in lot 6 beside the former boiler room. The
excavation extended to an azea 40x60', that included the former fuel tank grave. At this point it was
concluded that the ash layer eactended into the 100' buffer zone and over the gas line easement. A
request for determination was filed with the Conservation Commission and a hearing was held July 24,
2003. The Conservation Commission ruled that it was in their jurisdiction and they issued an order of
conditions to excavate the remaining material in the buffer zone, and remove the soil from the site
before their September 11'�meeting.
• The additional excavations have exceeded the LRA limit of 100 cy, totaling 300 cy, therefore in
accordance with 40.0318, the client must file a Release Notification Form and Rt1M plan before
proceeding with the removaL
1
• The applicant desires to protect the environment and human health by removing the identified areas of
ash, containing the ash/soil on plastic outside of the buffer zone, and transporting the waste to a secure
licensed landfill in New Hampshire or recycling facility in Maine. Because the lead values(especiaiy
in the coal ash)were 3000-5000 mg/kg and the TCLP concentration was 18-24 mg/1 compazed to an
acceptance criteria of 5 mg/1, the ashlsoil mix has to be stabilized before transport. United Retek Co. of
Medway, MA was retained to mix the ash with dry phosphoric acid and mineral ore to bind up the free
lead.
The removal in Lot 2 will impact an azea 2800 sf by 3-4° deep, the center of which is approx 120' from
the edge ofthe North River. The excavation in Lot 6 will impact 3200 sfto 2' down approximately 100'
from the North River. The land is presently covered by tall grasses, small locust trees, knotwood and
sumac. No wetland species were observed on the site. The removal azeas aze shown on Figure 2, the '
Site Plan.
- The Lot 5 removal area(2400 sfl and.the designated ash stockpile areas aze greater than 200' from the
. river. Excavations will be bac�lled to cover groundwater when the sidewall test results aze completed
and it is determined that fiuther removai is not necessary. The excavation will be brought back to grade
with clean fill. The denuded azeas will be seeded and fertilized to prevent erosion by rain or wind.
While historical wood and coal ash filline has a soecific eaemution to reoortine under 310 CMR
40.0317. Section 9, oarticularlv for lead, the ash lavers are a continuine source of inetal release to
the Qroundwater,which ends uu in the river. "The site is also proposed for residential development
which could increase the likelihood of human exposure. Therefore, the applicant desires to remove the
material in accordance with the wetlands regulations and under the jurisdiction of the MCP regulations.
The site is near the center of the ci�y 150 yazds from Rte. lA (Bridge Street)and abutting the MBTA
commuter rail. There aze no potable groundwater supplies within 500' of the site, therefore groundwater
is evaluated by the GW-2/3 criteria. TheNorth River, a tidal estuary, is located 100' to the west on the
other side of the railroad uacks. There are no bordering v betated wetlands on the property. Subsoil
values are compared to S-1 criteria, although they are fenced and could be evaluated as an S-2 site under
• a Method One assessment.
2
�
, Release Abatement Measures are remedial activities which aze limited in scope and compiexity, and aze
implemented at a disposal site to reduce risk and/or increase the cost effectiveness of the overall
�emedial response for the site. The pwpose of this RAM is to remediate ash impacted soils with elevated
- lead, that were deposited in the late 1800's by residences and in the eazly 1900's by the shoe factory
{coal ash). � - s
2.0 SIT'E CONDITIONS
2.1 Site Description
The Site is located west of Bridge Street and is bounded by an urban mixture of commercial and multi-
family residential properties. A Site Locus Plan is provided in Figure 1. Currently the site exists as an
unoccupied vacant lot. The site had previously been occupied by a shoe factory building from 1880 to
� 1960, that did stamping, cutting and stitching of dry leather. The shoe factory foot print can be seen in-
Figure 3. A fuel tank used by the company was removed in 1989, butthe ash and soil was left behind.
The former tank grave and ash landfill azeas have been delineated. The new orooertv owner olans to
build a residential housin¢ and hvo cul-de-sacs on six lots.
The primary areas of impacted soil are the northeastem portion of the property behind the former
building (I,ot 5)where the ash landfill e�ctended under Peazl Street,the area beside the boiler room (Lot
6) and the southwest comer Lot 2. Test pits have delineated the extent of the ash landfills. Historically,
the site has been filled with white and arey ash, glass and metal, possibly from the adjacent residences
shown on the site in the 1890 Sanborn Map.
2.2 Previous Investigations
The site had been subjected to a Phase II Site Imestigation in February 1989, which included
monitoring well installation, water/soil sampling and analysis. Evidence of the monitoring wells in the
• ash landfill azeas was found, however the report of the findings was never made public by the property
owners. The owners are deceased and the executor has sold the property to the current owner with
indemnification.
3
To further eacamine the potential sources, e3ctent of release and subsoil contaminatioq 13 test pits were
� excavated the site in May, 2003 by SP Engineering, Inc., and Peterson Construction. The test pits
allowed chazacterization ofthe different fill layers and sampling ofunnatural materials. Several sources
of continuing release were idernified and delineated. There were three areas of ash discovered and
an additional ten test nits will be eacavated in a 100'x100' erid to confirm the remainin¢ areas are
not imoacted., The soil_logs and photographs can be-found in Appendix B & C. "
2.3 Subsurface Soil Conditions
The site had been covered and leveled with medium tan sand after the building was demolished in 1989.
The underlying fill layers had been placed on tidal sediments and beach sands that were found 5-7'
below grade. The fill materials were light tan sands and dazk brown silts. Minor layers of ash and brick
rubble(4-6")were found in Lot 3 and 4, and the ash landfill zones were found in Lots 2, 5 and 6.
Speeific layers of unnatural material (especially ash)were grab sampled to view worst case conditions.
• In some areas the layer sampled was pure ash with little soil mixed in. When the materials were being '
removed, there was—30% soil (sands) mixed with the ash. Table 1 shows the test pit results and
elevated lead, while Table 2 contains the test results for the removed soil/ash mi�ures and remaining
soil sidewalls. It should be noted that the �cavation#1 (Lot 5) sidewall soil tests were satisfactory,
while the excavation#2 (Lot 6)north and west sidewalls still contain elevated lead where the layer runs
under Peazl Street and over the natural gas line easement (12" high pressure). The removed soii piles
contained 508 to 4009 mg/kg lead, averaging 1787 mg/kg. Other metals that were elevated included
cadmium at 0.89 to 1.73 mg/kg and chromium at 63.4 to 188 mg/kg, which is still below their respective
S-1 limits. These values and the RCRA metals can be seen in Table 3. There was a small amount of
C�1-Czz azomatic hydrocazbons (234 mg/kg) in the tank grave(Lot 6A) soil along with PAHs of 107.9
' mg/kg. Photoionizer readings of the soil and ash detected only minor volatile levels of 2-4 ppm in the
tank grave, all other soils were <t ppm. Removed soils piles were also subjected to volatile organic,
PCB and TOX analysis with no constituents detected. The other corrosivity and reactivity tests were
performed to demonstrate that the material was suitable for recycling or landFill disposal. These results
are shown in the subsequent section. The only constituent that exceed the ARC acceptance criteria was
I � the leachabie (or TCLP) lead which was 15-23 mgll compared to a limit of 5.0 mg/1. This means the
material wiil have to be stabilized to bind up the free lead before transport and disposal.
4
TABLE ONE ` I
8 PEARL STREET, SALEM, IVIA
TEST PIT SOILS ANALYSIS
� .
METALS mg/kg
Location Depth Lead Cadmium Chromium
S-1 Lot 3 3-4' 11065 1.38 - 'F<02
- S-2 Lot 4 0-2' 439 2.52 93A �
S-3 Lot 2 0-2' 913 0.88 21.4
S-4 Lot 2 5-6' 943 030 14:7
S-5 Lot 2A 1-5' 14136 0.51 11.0 ,
S-6 Lot 2C I-2' 8596 0.48 638
S-7 Center 0-2' 1562 � 1.46 33.3
S-8 Lot 5 1-4' 14048 L69 232
S-9 Lot 6A 2-4' 1698 5.09 22.4
5-10 Lot 6B 1-2' 11202 127 45.8
M 6460
Organics mg/kg
S-9 Lot 6A. EPH
C9-Cla <200
C19'C36 ' <2�� _.
� Ci�-Czz 234
S-9 Lot 6A
Diesel PAH Analytes:
Naphthalene ND
2-Methylnaphthalene ND
Phenanthrene 5.94
Acenaphthylene ND
Other PAH Analytes:
Acenaphthene ND
Anthracene 2;.8
Benzo(A)Anthracene 9.85
Benzo(A)Pyrene ND
Benzo(B)Fluoranthene 3.89
I Benzo(G,I�nPerylene 0.725
Benzo(K)Fluoranthene 3.94
Chrysene 9.96
Dibenzo(A,E-nAnthracene 2.43
• Fluoranthene 223
Fluorene 2.65
Indeno('1,2,3-Cd)Pyrene 2.71
Pyrene 19.8
5
TABLE TWO `
8 PEARL STREET, SALEM, MA
REMAINING SOIL ANALYSIS
I, • METALS mg/k;
Locafion Depth Lead
Lot 5 _ _
Remaining Soil (7/Ol/03) ,
Top Soil Pile 1 0-1' 471
Sand Layer Pile 2 1-3' 615
Grey Sand Pile 3 .�-1' 191 ,
North Sidewall 1-3' 17.2
Bottom Excavation 6 49.2
East Sidewall 1-3' 209
� South Sidewall 1-3' 351
West Sidewall 1-3' 10.4
Lot S Removed Soil
Day I 2-6', 20 cy 508 �
Day 2' 1-3', 60 cy 1468 , �I
• Lot 6 Remaining Soil (7R/03)* �
East Sidewall 0-2' 3085 I
' South 0-2' 1186 I
West 0-2 2628
North 0-2 5395
Bottom 2.0 1294
* More removal necessary, went to Conservation Commission �
Lot 6 Removed Soil (8/OS/03)
Day 3 0-2', 120 cy 4009
Lot 6 Remaining Soils
Day 4, 8/5
East Sidewall 0-2' 785
South Sidewall 0-2' 474
West Sidewall 0-2' 2642 Gas Easement
North Sidewall 0-2' 2203 Under Pearl Street
• Bottom 2.5 237
Removed Soil
Day 4, 8/5 100cy 1162
6
TABLE THREE II
SUMMARY
REMOVED SOIL ANALYSIS
` 8 PEARL STREET, SALEM, MA-
Pile 1 Pile 2 Pile 3 Pile 4 ARC
030fi097 0307004 0307011 0308011 Urban �
_ Exc. #1 Exc. #1 Exc. #2 Exc. #2 , Fill Criteria
Total To�c
Organics ppm 67 110 <1000 ppm
PCBs ppm <.02 <.02 <2 PPm ,
EPH ppm <Z00
PAH's ppm <0.20
RCRA
Metals-Bulk ppm
Arsenic 14.7 9.30 5.79
Barium 25.8 NT 24.9
Cadmium 0.89 0.96 l A l 1.73 -
• Chromium 187.9 105.4 63.4 92.7
Lead 508 1468 4009 1162
Mercury 0.61 0.40
Selenium <0.42 <0.42 I
Silver 0.17 023 0.17 0.49 'I
Corrosivity (pI� 7.48 7.47 6.89 2< <12.5 II
Flashpoint°F >200 >200 >140°F
Reactivity
Sulfide ppm 54 1 l2 110 <500
Cyanide ppm 630 11.1 103 <250
After '�
Stabilization 308042 308043 308044 308045
TCLP Lead mg/1 2.17 134 .515 .99 <2.5
Bulk
Lead 2620 ]470 1730 1970
• Vanadium 13.1 11.5 15.0 16S
7
2.4- Groundwater Conditions
• The site grades 4-6' from east to west toward the North River. Groundwater was encountered
approximately 5.5-7.0 feet below grade. Soil mottling (red brown sand)would indicate a high water
table of 4-4.5'. The infened direction of groundwater flow is in a westerly direction, towazd the RR
tracks, which are 2-4' higher than the property edge, based on the�oundwater level measurements in
2003 and the previous eatistence of a brook(1915)that flowed acrass the southwest comer to the RR
track gut. T'he groundwater receptor would be the North River Tidal estuary, which is 1500' wide _
beside the property. ,
Groundwater samples were collected from the excavation at 2A and 6A on 5/27/03. Groundwater
samples were analyzed for EPH via MA DEP 98-1 and metals. The result aze shown in Table 4 and
indicates minor petroleum contamination in the tank grave (6A) and elevated lead in both areas.
As noted previously, using data obtained from these soil-borings and the subsequent analytical results,
the azea and type of contamination has been defined. Additional data from sidewalls and a sampling grid
will be gathered during RAM activities to confirm these results. While there were low levels of other
• metal contaminants in the groundwater, the highest values found were for lead at 0.104 to .978 mg/1
compared to a-GW 2/3 standazd of 0.03 mg/f. It should be noted that some ash mixed with the
groundwater during excavation and that stabilized conditions and samples from existing monitoring
wells should have lower values.
2.5 Current Site Conditions
The purpose of the May 2003 Phase II study by SP Inc., was to excavate test pits and identify the major
areas of ecmtamination in order to eliminate continuing release. It appears that the generalized
contamination found in other parts of the site was primarily from the migration of petroleum and metal
constituents in the groundwater table. The southeast(Lot 1) and central (Lot 3 & 4)part of the property
has not been found to contain elevated consrituents or contaminated fill layers. The major source of
contaminants appeazs to be behind the former building as evidenced by the elevated values in Lot 5 & 6.
•
8
TABLE FOUR I
8 PEARL STREET, SALEM, MA
• . GROUNDWATER ANALYSIS I
METALS mg/1 '
Lead ` Cadmium Chromium -
Lot 2A 6' 0.104* 0038 010 = " - ;
Lot 6A 5.5' 0.948' .0020 .018 �i
* Exceeds GW 2/3 standazd of.03 mg/I , '
O banics mg/kg
Lot 6A <1
EPH I
C9-C�$ <1 �I
Civ-C36 <5 �
C„-CZZ 02 �
• Lot 6A
PAH's
Diesel PAH Analytes:
Naphthalene ND
2-Methylnaphthalene ND
Phenanthrene ND
Acenaphthylene ND
Other PAH Analytes:
Acenaphthene ND
Anthracene ND
Benzo (A) Anthracene ND
Benzo (A) Pyrene 0.007 _
Benzo (B)Fluoranthene 0.002
Benzo (G,H,n Perylene ND
Benzo (K)Fluoranthene 0.002
Chrysene 0.006
Dibenzo(A,I� Mthracene 0.005
Fluoranthene 0.016
Fluorene ND
Indeno (1,2,3 - CD)Pyrene 0.004
+ Pyrene 0.008
9
• The ash layer in these areas has been removed. The other elevated va(ues were found in Lot 2 at the _
southwest comer. Four test pits were excavated in this azea(2, 2A, 2B and 2C)to delineate the landfill
edges. These results aze shown in Tables 1 and 2. The highest concentrations found behind the former
building (Lot 6) were indicarive of coal ash, cinder and slag. Table 2 shows remaini�g soil sidewalls,
�which with lead values of 1186-3085mg/kg needed further removal, into the buffer zone, which was
accomplished on August 5, 2003. All remaining soils in Lot 5 and Lot 6, with the exception of the
material under Pearl Street and over the gas line easement are in compliance with DEP criteria.
The ash landFill in Lot 2 has not been disturbed and it is estimated that an additiona1300 cy will have to
be removed and stabilized. A separate NOI must be filed with the Conservation Commission for this
work
The metal analysis of the various removed soil piles (Day I, 2, 3 & 4) is shown in Table 3. The lead
levels in Lot 6 north and west sidewalls still exceed the 5-2 criteria of 600 mg/kg, howeyer the soils will
• be contained under pavement. As the lead levels appear to be related to historical coal ash and �
incinerator slag disposal in the early 1900's, the site may qualify for the ash exclusion in the MCP at 310 �
CMR 40.0317, Section 9.
2.6 Surrounding Receptors
Abutting receptors consist of adjacent multistory residences upgradient on the east side, a vacant factory
building to the north, a DPW and power company service azea to the south, railroad tracks to the west
and the North River across the tracks. The residences aze located in close proximity to the site, however
there have been no complaints conceming possibie nuisance dust in any of the structures to date. After
demolition the property was covered by 1-2' of inedium tan sand and as of May 2003 the land was
�reater than 90%vegetated. The residences aze considered upgradient of the site. Furthermore, there
are no institutions, such as schools, hospitals, health caze facilities, etc., within 500 feet of the Site.
• Groundwater is infened to flow west acioss the site to the RR track bed which is 2-4' higher than the
subject property but slopes rapidly 10' down to the North River estuary.
1.0
3A RELEASE ABATEMENT MEASURE PLAN
• 3:1 Objective
The objective of the proposed RAM is to remediate lead from groundwater and soils through the
removal of contaminated source soils. Levels will be remediated to follow MCP guidelines for
groundwater which is categorized GW-2-3-in the area of the site. Soils likewise will be cleaned up to
their appropriate standazd, S-1, for compounds ogconcem as defined in the MCP. Levels of constituents
reported will be remediated until a condition of"No Significant Risk" is reached and a permanent
solution has been obtained.
The most recent set of sampling involved soil removai in Lots 5 & 6 and sidewall sampling, many in
areas not previously sampled by the other investigation. The Lot 5 unnatural materials and ash layers
were removed by excavator and contained on plastic. When the tarilc grave azea(Lot 6) was excavated
the soils were visually contaminated (0-2') and removed down to the tan sand layer and contained on
plastic for chazacterization. Adjacent to this was the boiler room area, which had 0-2' of firm dazk coal
ash and soil which was removed on Day 3. Subsequent sidewall sampling confirmed the removal was
complete except for the north and west wall which still contained elevated lead but could not be -
. accessed. The characterization of the removed soil piles, as shown in Table 3, indicates the material
after stabilization is suitable for recycling.
3.2. Scope of Work
The proposed RAM will consist of the following tasks:
• Excavation and removal of impacted soils in the northeast comer(Lot 5), former tank grave
(Lot 6) and the southwest corner (Lot 2) areas. Remove ash layers to �roundwater and/or
clean sand at 2-6' below grade or until soil samples are<300 mg/kj.
• 'Stockpile excavated soils (estimated 300-400 cubic yazds) on plastic for composite sampling
and characterization, cover with plastic.
• If the elevated lead is soluble and TCLP resuits are above 5 mg/l, the soil mixture will be
stabilized with a chemical binder to reduce the leachable lead. This work would be
performed by United Retek with the appropriate Health and 3afety Plan.
• • Confirmatory sampling of groundwater from monitoring wells after soil removal to define
site closure criteria
11
• Prepare application, analysis summary and DEP Bill of Lading to recycle the excavated soils
• as asphalt at Aggregate Recycling Corp. in Elliot, Maine.
• Hydrant water will be available on site to moisten the soil piles while they aze mixed and
minimize dust migration. A portable air sampler and filter pad assembiy will be operated at
the property line to detect dust migration.
• Sidewall soil monitorin�, a 100'x100' test pit grid with sample collection and testin�to view
remaining soil values for tazget pazameters reported. - -
• Confirmatory sampling of surface soils and monitoring wells will take place upon reaching
appropriate clean-up levels. �
3.2.1 Waste Management
• Impacted soiis encountered during escavation (s) will be removed and sent to an asphalt
batching plant to be properly disposed of via a Bill of Lading.
• United Retek Co. of Medway, Mt� was retained for the stabilization of the ash/soil mixture. A
hydrant connection was provided for a spray nozzle to keep the soil moist during chemical
• addition and mixing. Because the soils had been removed during a wet May, dust production
upon excavation was minimal and moisnue contents were 19-29%. Water spray was provided as
needed for the 6 hours it took to add 1% additive (5 tons)to the soil piles and mix three times
with an excavator and front end loader. The binding agent was a 20:80 blend of dry phosphoric �
acid and proprietary mineral ore. Composite sampies were taken of every 100cy processed soil
and the samples were subjected to bulk lead and TCLP analyses. The stabilization achieved
TCLP values of.OS to 2.1 mg/1, which is below the 5.0 mg/( EPA limit. The lead concentration
in the final composite analyses, (1/100cy)ranged from 1470 to 2620 mg/kg. After stabilization
the pile was covered by 6 mil black polyethylene and fenced.
3.2Z Groundwater Management
Crroundwater encountered during excavation of the contaminated soils will be sampled and
inspected for NAPL, but will not be dischar�ed off the site. If required, groundwater will be treated
• on-site with oii absorbent ►ogs.
12.
• 3.3.1 Health and Safety Plan
SP Inc., and United Retek will prepare a site specific Health and Safety Plan in accordance with
Occupational Health and Safety Administration(OSHA) regulations. The Health and Safety Plan will
be prepared to address potential chemica( and physical hazazds that may be encountered by construction
`personnel during remedial activities. A copy of the Health and Safety Plan will be available for all -
workers at the site. The Health and Safety Plan will be updated as necessary to ensure that any
additional field activities are addressed.
All worke�s will be required to meet the requirements, of a site specific Health and safety P(an prepared
by the contractor, which, at a minimum, will require that the workers be trained in compliance with
OSHA Hazazdous Waste Site Training Requirements(CFR 1910.120). The contractor's Health and
Safety Plan will also include procedures used in hazazd evaluation, specific repoRing responsibilities,
proper levels of protection for site operations, site control and decontamination procedures. As a
reference, a site-specific Health and Safety Plan prepared by SP Inc., for iYs own employees will be
• made available. - -
3.3.2 Con6ngency Plan I
A contingency plan will be prepared to designate, emergency procedures to be followed by the �i
contractor in the event of a spill or release of hazardous materials that occurs on site during excavation
and installation of the remediation system. The Contingency Plan will provide a list of valid telephone !
numbers for notification during an emergency.
3.3.3 Securi Pr I
ty ocedures
Security procedures will include the installation of construction fence, in the immediate vicmity of the
work area and soil piles during and after excavation to prevent unauthorized entry into the construction
azea. The removed soil will be placed on 6 mil plastic and covered with plastic daily: All soil removal
areas are to be filled each day. Groundwater or rain should not be allowed to accumulate in the
excavations. Several signs should be posted at the excavation and covered soil piles reading. "No
• Trespassing—Lead Contamination".
13
3.3.4 Reporting
• Within 60 days of completion of the RAM, a RAM completion report will be submitted to MA DEP. A
RAM status report will be submitted if RAM activities aze not completed within 120 days of written or
presumed approval and every six months thereafter unril completion.
4.0 ENVIRONMENTAL MONPI'ORING AND SAMPLING PROGRAM
41 AirMonitoring ,
Air monitoring for health and safety of site workers will be performed dwing implementation of this I
RAM Plan using portable air pumps and filter pads for dust and lead analysis. Action levels and �
contingency plans wiil be included in both SP Inc and the contractor's Health and Safety Plan. �i
4.2 Groundwater Monitoring II
Monitoring wells will be tested within the first three (3) months atter remediation and then tested every
• 12 months as stated in 310 CMR 40.0046 (4)(b),with the final monitoring program completed when 3
successive periods of test results have reached appropriate levels (below GW2/3 criteria). Groundwater
will be tested for lead, cadmium and chromium. There will be no discharge of groundwater off site to a
treatment plant or wetlands.
4.3 Soil Monitoring
Soil monitoring will include the analysis of 10 additional test pit samples laid out in a 100�c100' arid,
removed soil piles and remaining sidewall and bottom soils. Soils will be tested for lead, cadmium and
chromium. Final site closure will consist of remaining site soil samples being tested for the metals and
the achievement of subsurface soil values lower than the S-2 criteria and surFace soils below S-1 criteria.
5.0 PERMITS
• Soils excavated from the impacted areas will be removed offsite to an appropriate recycling facility
(i.e. Aggregate Recycling Corp. Elliot, Maine) a$er chazacterization and approval with a DEP Bill
of Lading. (Appendiz A)
14
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\
i .
Massachuse!!s Department of Envir`oamental Proteciion BWSC-012A ';
Bureau of Waste Site Cleanup * �
RawaxTreWnONurt�Ca� I
� ' BILL OF"LADING �pu.swnt to o�o cwa ao.00ao� L_1 �
A. LOCATIOH OF SITE OR DISPOSAL STiE WHERE REMEDIATION WASTE WAS GENERATED:
Felease Name(optionaq: FOrIDEr Sale� Shoe Factory -
Si��i_ 8 Pearl Street �ocaeo�A�d: nfif nr;aqP crrPat
I
Ciry/Town: '� �A � ` LP Code' 01 970 .— I
Date/Period of Generatwre _ /_ /189Gb _ /_ /19.65 _ ' - ,I
Adtlitional Release Tracking Numbers 1�55oC�ated witn this Bill ot Latling:
I
'�Nob: If this BUf of Lding is th�rswlt of a Umltad Nomoval 4elfon (LAA)taken prior!o
NoUflutlon,a Aalsas� 7rseking Number Is not needed.
B. PERSON CONDUC7IHG iiESPONSE ACTION ASSOCIATED WITN BILL OF UIDING: I
Name of Organizanon: .7 C- & C. Trust
Name of Contact: GeorQe Fallon Title: I
Suee�: 208 DerbY Street
Gryi�own: RalPm _ Siate: � Zc ��__, 01970 — —
Teiecnone: �78. Z4.,L 45b2_ Fxt.
C. RELATIONSNIP TO RELEASE OR THREAT OF RELEASE OF PERSON CONDUCTING RESPONSE ACTI�DN
ASSOGATED WITN BILL OF LADING:
(cneck onel5pecity)
� RP Specify(circle one): � Operaror Generetor Transporter Other RP:
❑ rRP Soeciy(circle one): Owner- Operaror Generetor Transooner Other PRP� .
❑ =:tluciarylSecured Lenaer
❑ Agency/Pubtic Utiliry on a Right of Way
� Other Person�
If an owner anClor opereror is not contlucling ihe resDonse action associated vn�h the Bill of Lading Gro�aee an an attachment the name,
contact person. atltlress antl�elephone number,inclutling any area code antl extension,for each.if knrn.n.
D. TRANSPORTERlCOMMON CARRIER INFONMATION:
Transporter/Common Carriar Name: �har ar. =F.rrvi rc� mPntal
Contact Person: Tohn Ci�ann TiUe: �
Slreet: 77 Tnne i nc g�yg,A
Ciry/iown: Wilmin„g�on 5��: rn Zp�e� 01887: -
Telephone: �• �
E RECEIVING FAC1LlTYrTEMPORAiiY STORAGE LOCATION:
oaera�or�Faci�i�y Name: AQQreaate Recvclinq Corp
Cornact Person: Mike MCReen Tme:
Street: D n A"'• 363 `
CirylTown� _ R7 i ot State: . �' Zp Coae. 03903 -
Telephone: _Z$'L— �.L — 3�5�� �• �r � _stnn_639-7303 .
Type ol Faciliry: � Asphatt BatchlCdd Mix ❑ LandfdUDisposal ❑ t�cinerator
(check one) � �p�ap eacenn�+oi ti�:x ❑ landHllDaily Cwer � Temporary•Storage
❑ Thermal Processmg ❑ l.and�d�lStructural FIi ❑ Other:
Div�sion of Hazartlous Divisian of Sotid Waste
• WastelClass A Permn e� Management Permi�i1: CO��A1 Ain[nu . EPA ioentificauon n�
nctuaUAnuapatetl Periotl of Temporary Slorage(specily dates if appkcab�e): — �— �— jo — �— �—
Aeason tor Temporary Storage(il applicable): �
-............ .��,�oa rn,���,m��.�nnnran nn iecvcred oaoe�. ?age t of 2
_ _ _______
09/03/2603 93:9Z 2634988829 _ TRITON ENVIRONMENTAL PAGE 02/02
Massachusetts Department of Environmental Protection BWSC-012A
• Bureau of Waste Site Cleanup
w�eas.,,.w�N�o.,,
� � BILL OF LADING
IPWswnt ta�t0 CNR 40.00.10� ❑-
E. RECE1ViNq FACil,17y/ifihtppqppy gTORAOE LOCATION (ew�t�nued)�
Temporary Smrage Address: � ' . -
SVe9(;
CilylTown: ^ ' - � . ' . ' ..
State: LD Cede: - -
F. DESCqIPTION pF pEMEO1pTION WAgTE
(cheak ali Inal ePPh)
� Camamina�ed Media(circle all IAat apply); Soil �roundweter Surface Water
� ou+er: Stab�l ized �rban�`ill
Contaminsied Dehns(cirGe all i�at aopiyl; DemolitioNConsVucGan Waste V
eqeuGoNOrgank�naterlals
Inorganie Absor6ant Macerials 0[her: Ach
❑❑ Non•nazsrtlous UnoonteinerizeC Was�e(ci�cle eu cne�appty): Non.aqueous Phase LiQuitl Otner:
Non-haza�dous Conteineiized Waste(c�rcle aIl�hai apoiyC Tenk Boaans/Sludges Containers
Engineered Impountlments Orums
Otnec
TYPe ol Contymmation(circle all that apply): Gasoune Diesel Fvel N2 Oil ua. �
Oi a6 Oii Waste Oli
Kerosene Jet Fuel OV1er:
EstpnatedvolumeofMaierials; CubicYarCs: — 300 Tons: _ 6S0 �
Olher:
Corttaminarn Swrce(cheek onelspecilyg � Transoonation AtciCent ❑ Underqround Staage Tznk ❑Otner:-
Response Accion A,upciateC.vdt�Bill al Laaing(clrcle one): ImmeCiata Fesppnbe Action
elease�Abatemern Measure
Utiliry-Related qpaiement Meaawe Remwei ncuon LRa
( .r.amprehensive Response actipn
Olher(speCily);
Remeaiauon Wasie Cheracterization Suppat�DxumenW�ion atlachaa:
� Site History Inlormstion (� Samolin9�d qnatytieal Mettwdm and Proeetltues
� Laboiatory Daia Q FeidScreening Oata
II supponing aocumentatiort is not appen0ed, provide an anachment suting Ne date antl in conneccion with wnai document such
i^famalion was previousty su6minad to DEP.
0. UCENSHD SITEpROFESSIpNAL(LSp) OPINION: _ ,
Name ot Organizanon: SP En ineerin , Inc,
lSP Name��dY1d Rrami n�
Teleonone: Title:
a7R 7d� —�.�fis_ Ext. .
I have personally examinetl end em�lamiliar with t�e inlormeGon contain�y on and svbmihed vrith Utis tartn. Ba,qe�on ihis informaiion,it is my
Opinion that the tesUng antl asaessment aceians�ndertaken were a0apuate!o chstaCterize Ne Rmnetliatlon Waste.in accortlance wfth 370
CMR 40.pp30,and that the faeility or locauon csn aecept remediazion wastes with 18g ch���ytiu descnb � tnis su0minsl. I am aware-
thel signiflcent penelties includinq.y�l nol lirtuted{p.P�s5lble finas and impnsonment rt�gy resWt if I wilfu
ba 1a198,inacCuretB.Of maleriglly incomPlete. . .. � On which I knnw-a
Signzt�re: ��,�' ��._ . _ � . .... �� .
� � I_ '��: DAVID
oa�a: d3 � �
ueense Number: 7�iJr9 B RA M(,EY
. . No. 7B390 "
(�'�ip���STEP ��'y ,
Fp�, ��e�
X. CERTIFICATION OF'PERSON CONDUCTiNG pESPONSE"AC7fON,ASSOCIATED
BILL OF LADING: TMIS
�certiiy un0er penalties of law that I have penonally e�eamine0 and am fg�riilier wiN Ng Informatlan conteinetl in this svbmlttal, inclutling �y
and all doeuments aceanpanying this certiliration,and ehat, baseC on my inadry of Ihose irldlviduals immeCiateiy respansibla lor obtaming
the informetion. Ihe matenal inlom�atlon eon ' a nerem�s.a me bm�o�my krww�adge,ne yasef,vuc,ace�m�e ana comv�e�e, i am aware
tha(thete are signifi t penalBes.includi g,0 not limi(eC w. possibfe fines and imprisonment, b�wiifWiy submiNng�alse, inaccura�e, o�
intomplate Inlormeti .
s�gnawre: oate: �./�c/S.L3� .
Name ol Person(prinq: Ge
Fevised t Olt/93 in�s�orm is pmted on reeycied peper, � �
� . PAne 7 nt 9
;
, Massachusetts Depart�nent of Environrrrental Protection BWSC-012B
Bureau of Waste Site Cleanup
� • BILL.OF LADING
� (Ounwnt to J70 CMp 40.0030) Rewem ireWnp H�mp���
LOG SHEET OF �_
�•- LOAD:INFOpMAT10N:
LOAD�1: Signawre of Trensponer fiepresentative: I
i
�. � Recerv,:.;=aciliry/Temporary Storage Pepresentative:
_ Date ot Shipmenr. Jime of Shipment: � -
i
_./_. /_ ' ` - i Date cr ===°'p�_ Time of R�eipt:
(c�rtle onel arn/pm " � _ �— �—
Tiuck/fractor Registration: ` Trader qe istration 1 an �
9 (i Y) .
i � (circle�onelam/pm .
LOAD 2•� Signature ot Transporter Represencauve: i �oad S¢=(cu.yds.Aons):
i Recervv=Faciliry/Temporary Smrage Representative:
Date of Shipmenc Time of Shipment: � -'� -
i
_ /_ /_ • ' Date of=;c=iot:
(cirae one)arn/pm ' Time of qeceipc
� _./_ /_
Truckliractor Registretion: � '
Traier Registrauon(if any): i
' (circle one)am/pm
i
LOAD 3t: Signa[ure of Transooner qepresemauve: � �oad Siz=lcu.yds./rons):
i Receivic�=:iiiry/Temporary Storage Represema;�ve:
� Date of Shipment Time�ot Shlpmenc
i
i Date of==c=�pc
--�—' �-- (circle one)am/pm , rme of Receipr.
TiucklTracior Regisvationr � — �— �_. '
Traler Registrecion(if any): ' '
� (circle-one)am/pm
i Load.Siz=!cc yds.hons�:
-LOAO�4c= Signature ol Transporter Representaiive: � �
i
i Recervins:=aciliry/Temporery Storage Fepresentanve:
i
Oate of Shipment: � rme-ot Shipmem: � '
i Date of F�=ceot:
— �—��— (circle onel am/Pm Time of Receipt:
� Truck/itactorRegisvation� � — �— /_ ;
� Treiier Registration(if any): '
� i (circle one)amlpm
LOAD�5:� Siqnawre of TransponerRepresentauve: � Load Size�Icu.yds.hons):
' Receiwng Faciliry/Temporary Storege Representauve:
i
Date.of ShipmenL rme of Shipmenc �
_ �_ �� i
i Date of Receiot: Time�of Receipt:
� (circle one)amlpm '
Tiuck/fraaor Registration: � — �—. /_ � ;
7railer Registretion(if any): � -
i (circle one)am�pm
. i Load Sizelcu.yds.hons):
LOAD 6:: Signawre of Transporter Representative;
i Receiving=aciliry(Temporery Storage Representative:
Date:of Shipment: Time of Shipment: �
_/_ /_ • � Date�of Receiot:
--- . (circle one)aMpm i Time of ReceipC
- Trucklhactor RegisVaGon: � — �— �_ ;
irailer qegistration(if an �
� y�� i (circle one)am/pm
LOAG 7: Signawre ot Transponer RepresentaWe: i ��a Size fcu.ydshons):
� � Receiving Faciiiry/femporary Srorage Representative:
Date of Shipmenr. Time of ShipmenC� � �
_./_. /_ ' Daie of Rece�Pt:
(circle one)am/pm i rme of Receipt:
Trucklirector Regisuation: — �_ /_ :
Trailer Registration(if an �
Y�� i (circle one)amlpm
i Load Size(cu.yds.Aons1:
. LOG SHEET Vp�UMEINFOpMAT10N:
Tocal Volume This Page(cu.ytls.Rons�:
---��
Total Ca�rietl Forwartl(cu.y�s./lons�:
7dal Carried Fonvard and This Page(a.ytls.4ons�:
aevisea t0/7/93 _�_ .
Tnis lorm rs pnnted an recycletl paper
__ Page t of t
�
This page intentionally left 6tank.
• _ _ _
�
Massachuseits Department of Environmenta! Proiecfiorr BWSC-012C !
` Bureau of Waste Site Cleanup
BILL OF LADING R°'°°'°T'"�""�Nin1D"
� � (punuant to 710 CMp 40.0070)
SUMMARY SHEET pF �-
K.. SUMMARY OF Si11PMENTS:
DATE�OFSNIPMENT: DATE OF RECEIRT: NUMBER OF LOADS SNIPPED: I CAiLY VOLUME SHIPPED(CU.Y�S./fONS):
I _ '
---------------------- ----------------------------
i
-------------- --------------I ------------ .
--------------- ------'---'----
'--- --- -- —
--- -- ------
— -----'--------
--------------------
-----------------------'------- �
-------------'----------- -----
-----------------------
---------------- ---------------�------------
--------
---------------- ------------- '-- -
------------------------
------'---—--------------
-------------- -------------- ------
-- -- ----
---- -------------------------
-- -- _.._
--------------'--------�-- ----------------------------
'---------'------------- -----------------------------
------------------------� ----------'------------------
------------------------ -----------------------------
� --------------------------- -----------------------------
----------------'---------- -----------------------------
— --------------------------- ------'----------------------
� -------------------------- -----------------------------
----------------
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� SUMMARYSHEET�TOTALSHIPPEp:
BILL JF LADWG TOTALSHIPPEp(ony il diHerenq: . I
aevisetl 70/1/93 This lam is pnnted on recycied paper. Page 1 of 2
i
Massachusefts:Department ot Environmental Protection BWSC-012C '
Bureau of Waste Site Cleanup
• BILL OFLADING �°'°'°''"d`°pNiiO"°
� , � (Pursuant to 010 CIYIp�40.0030)
SUMMARY SHEET �-
L ACKNOWLEDGEMENT OF'RECEIPTOF REMEDIpTION WASTE ATpECE1VING FACILITY OR
TEMPORARY STORAGE LOCATION:
Aeceiving�Faciliry/Temporary � - '
LocaGon Representative(print): - �
Title: ,
Signature: ` � -
. Date _�_ �_-
M.ACKNOWLEDGEMENT OF SMiPMEHT AND RECEIPT OF REMEDIATION WASTE BY PEHSON
CONDUCTING RESPONSE:ACTION ASSOCiATED WITH TN�S 61LLOFLADING: �
� certify under penalties of law ihat I have personally examined and am Iamiiiar with the informauon _�c:ained in ihis submittal, including any
antl all documents accompanying 1�is certiticauon. artd ihat. tased on my inquiry of ihose indivitluz s .^imediately responsible for oCtaming
the information.the ma�erial informaoon contained herein is.to tne 6est of my knowledge and belief. _•_a-. accurate antl complete. I am aware
that there are significant penalties, including, but not limited to, posslble fines antl imprisonment, fr r:fulty submlmng�false. �nacwrate, or
incomplete information.
Signature: Date: . __�_
Nam?�of Person(printl:
•
.
Revisea 70/7/93 Th�s lam is pnnted on recyded paper. Page 2 of 2
_ ____
For ARC Up OM �
, �
GENERATOR'S WASTE PROFILE SHEET
• �
A. G@!i@fat0� II1fORitdtlOfl AGGREGATE RECYCLING CORPORATION ARC
� 1.GENERATOR NAME:
J.G. & G. Trust
. .2.SITE STREET ADORESS: '� � � �
8 Pearl Street
a.s�re aTr,srn�: � -
Salem. MA 019T0
, 4,TECNNICAI.CONTACT: � 5.PHONE:
Bruce Poole I_978i 745-4569
B. Site Descriptfon �
1.CURRENT SITE USAGE: VdCallt. LOt .
2.PROCESS GENERATING WASTE: Urban Fi 1 1 _ �Gtah; 7 ; � a -
C. Material Descriptton
t:CONTAMINANTS:
VIRGIN PROOUCT�
GASOUNE N 8 fUEL OIL LUBE/CUTTING 011
. KEROSENE - MOTOR OIL JR4I JET�-7q( /y JqET FUEL
� #2EFUEL OIL MINERALLOII LUID COd��ASh �N�� . .
#4 FUEI 011 TRANSMISSION OI�
� w�sre.oi�
- 2 APPROXIMATE THE�AMOUNT OF DEBRIS IN THIS MATERIAL: S % —
• ARC RETAINS THE�.OPTION OF CHARGING FOR DEBRIS IN DCCESS OF 1596 UNLESS PREYIOUS ARRANGEMENTS ARE MADE
3.HAS THIS SITE REMEDIAT70N BEEN SUPERVISED BY THE�TATF OF MAINE DEPARTMEN7 OF ENVIRONMENTAL PROTECTION7
Q�YES . � NO �
IF YES.PIEASE ATTAC?i SOIL SXIPMENT LEfTFA �
4.CERTIFICAT70N-Pl�ae-iniUal�appropriata cectiona:
� I rsM1ity that,m the be�t d my knowledge,the waste malerial submitted to ARC dara not wnlain iepulatetl quantides of
�X polychlorinated dphe�ryla,ae Oefined by 40 CFR Porc 78t.
� ��ertifY Mat�baaed an knowled9e of this site,the materiels submitted ro ARC an generated hom remedfel eeliviiies asaoclried
'�nth e Petroleum Undapmund Slorage Tank Syslem repuleted under 40 CFR Pert 280.As such,tAia mateml ia deferted hom �
repWatlon under TCLP iw Valalile and SemfVolehh conatiWantq,
� I certity that,based on k�rowledge ot tha aib,the matenals aubmiCed ro ARC sre genarated item remedial adivitles invoNirp a
Petroleum Stotape Tank ueea for Ihe storeQe of heaW�p oll tor mnaumptive use on the premiaea where nomC.As suM,this material
wn be defined aa'Hausahold Wasie"ay dafinad in 40 CFR Part 281 d(b)(t). .
GENERATOR CERTIFICATION
8y signing thia profile sheet,the Generatw certifies:
t.This waste is�M a'Hazardous Waste"as d�ned by USEPA or State of Maine Regulatians,
2. The portiona of this sheet and attachmeMs contain true and aceurete descriptions of the weste material.Atl revelant
information regarding knovm or suspeded hazerds in the posaession of the Generator has 6een d'udosed.
3.The analyticat data presented herein or attached hereto were derived from testing a representative sample taken in
axerdance with 40 CFR 267.20(e),or equivaleM rutes.
4. If aoy changes occur io the character of the waste,the Generaror shall notify ARC pnor to providing the wasta to
ARC.
SIGNATURE: �'�A—��. nTLE: �/n,t�Q�i3O�
• _�� ,
NAME.�print or type): Bruce Poole
P.O. Box 363 • Eliot, ME 03903
06,,.,,, �m n�n ccun . ni c unn c�n ��n� . ��,, hm_n�o_cca�
" � Massachusetts Department of Environmentai Protection _ - -. BWSC-103 �
_ -
-" Bureau.of Waste Site.C/eartup ' .
� � . ' . �� � . Rdeaa�Tnelmig Nump�
RELEASE NOTIRCATION � NOTIFICATION RETRACTION : (�'�'" ��
� ' a :�1
FQRN{ .Pursuantto 310 CMR a0,0335 and 310 CMR a0.0371 (Suboart C)_ ' Uessipnee pyDEP
� A. RELEASE OR THREAT'OF RELEASE LOCATION: I
saeec: 8 PearT Street �,�;,,,A;�: former Salem Shoe Factory i
cnyRown Salem. MA LPcoae: 01970 �
i
_ B...JHIS.FORM.IS.BElNG USED TOa (aieuca�e�
` �=sucmit a Releue NoGficatian(cmnye�e atl s«cam m ttus�ortn�_ • �
� � SuG�+t a Retraetfon of a Previously�Reported Notifieation at a Rekasa a Thrcat ol Rtleax(comp�ete Sections A�,8.E;F mC�G af Ns !
form). YW MUST aftaM Ne supporting Cxumartatan tepmeG.pY 310 CMR 40.0335. � � . . .. �
� � C. INFORMA710N�-DESCAIBING�THE RELEASEOR THREAT-OF RELEASE�(TOR): _ � ;
Date anC time you aDtaneE knowieege�of tne RNene�ar TOR Due. S I 27/03 � ��Te: � 4 . . . .5pecity: � AM � w,e '-
� The datx you o•`.tai�!d knew:Mge is always rruirM.�The time you oRtai;feC knoedcdge is not rriuired if rcporting.only 120 Oay Con7kiona �
IF KNOWN,reoortl aate antl hme reiease cr TOR occ,uree. Cme �890-1 93O Time: . Spauy, � q�.r; pM �
IJ
. -Q.'.Checx nveityou.,uev�ousry ycv�eea an Ora�Napfcata+tcC'?(2 Hcur ane'2.Nour Reporung Conaaions eniy). ... . . .�� � .�.. .. . �
i
P�ov�Ce Cate antl 6me o(Orei Nenfica0on �ate Time: .. . . . SP�ty:. Q AM � pM !
. .; . � . ; � . ,
Ct�xt_au_Hotlficaeon Tnresno�psmat-a:Jy ro U+r�Rtlease m TTreat W Raease. � . (lor mme inlonnation see310 CMR�40.0310•�a0.0375)
.�.•-2!iOURaREPORTING:GONC��1Cti5-� �72.40URR�?OR7INGCONOIiICNS. .12pp/4YFlEPdRT1NG.CONDITIONS' �� � �
.;:. _. . _� :....� . ....r� _ � .. �. '. ..- . . ., . . . . . . . . .: .- . . - <�:-. . .
{� Su en Rekase �� Svesuitace nx.qe_•r_:s ahase �� Raease o(Hazartlous t.tatenat(s7:o Soii or � ,
�� � u'a(NA�U Equal!7 or Grea[e�inat: Grour�tl�aror Eaceeduy.Reportaa:e �
� � 7hreai ol Sua^xn Reieas^ tR.irtca _ . . Coneem2tion(s) .._. . . - .
.
.... �d Oii Sr.een�an Sur'aee Wx:er . .. . ..Q U:.�e•grcin�Stc25e'xnk;U51'; � Release o10i1 ta Sail 6cceetling.ReeortaCk. -
. Reiease , Concenttalion(s)anC.AlfeCinqMere�tnan 2 Cuh�e.
._ _ . -q..Poses�.lm^�menPnazzrc - - ❑ � �- . . ... . Yartls. � . . . � ; - .
� TArea:ot US'Re.rase
Coula Pose:r,.-ine.^.;Mazarc � Releasrof Oi6ta Grour.ewater ciaaeeCinq ReoortaDk�
�"I � �RekaseaoGrowavra:ernea: . Coru-mtratiai(sl . . . _ .
L� Release Cetec:ea m Prrvate VJeu Wuer Su;,ry . .. . . . _
� Release to Storm Oram Sunwrtace Non-Acueo�s P�ase�LieuiC.(NAPq
� RNnae m Grounawa;er near . � O Eeuai to.or Greater cnan;18incn anE Less Uvn 1II.
- SinRary Sev+er RNease 5�°f a�°�0B IM� , -
Q _
_. .(ImmmeM.H�zaro.Cny). . . . . � . � . . � . . . . .. .. . .
' . � !is`9tla�thC�Oila'or Namr_5tis Matmals ttlaz ezceeC tMeN Re(Art9pb Con�e�pg�i0n ar.ReoOrtaDIe�QWfiNy by Ihe gleateit amOUT. �
�t neeasary:�attacn a iKt ol�atlaitwrw Oil ana�Hazardous frlaterial suostanees.sub�eC to reporung,
, ... . .NameanC Owntities�bf Oils(0}anE Hazardous Matetlals(HM)Rdeued: -. . . . .. . . . . .. . ,'
ReparlaEle Canoe�atim�s
O ar HM RdeaseC � O HM CAS A Amwrrt cr Unrts Eaceeeed,i(qppticaele'
l�k�) C���'�+) Coneeertnhon (RCS-i.RCS2.RCGW-t.RCGW-� .
� Coal Ash - Lead � L 1500-4000 m k � RCS-2
❑ ❑
❑ �
D. AOOITIONAL.INVOLVED PARTIES: .,
. � CtietK nere it aaaenmq names antl actl:esses af amers a(preperties affectec oy l�e Release ar Threat ot Release.otrter tnan an ownere�o is
suhmitting;his Release Noryfi:aUan(reCuued). - � -
• � �1ecK here i`attacnmy License:Site?ro(essianal(ISP�name ana atltlress(c^,:ia�aq.
� . You may write in namea antl aGdresses on Me bottom of t�e seconC page of tliz lortn. . �
ReNsr_ ?r..55 S_n=•s�c=5 ^o:m 3:^JSC-J0� .. � � Page�t of2
Massacfiusetts D�partment:of Ei�vironmental Protectian gyygC.y
, 6ureau of Waste Site C/eanup '
� . . . - . . . � . . . '.' . . . . � . ; . . �. I�e�hrh6�gNum
- RELEASE NaTIF1CATIQN..8�.NOTIFiCATION: � = -
I � - t
► • RETRACT[ON . ,
FORM Pursuant Yo 370'CMR 40.0335 and310 CMR 40.0371 (SubpattC) ` IYas�
E. PERSON REQUIRED TO NOTIFY:
. . - � Name or orqan�don: J. �G � � . . . ... . . . .. . . .. .
Name or Coruact: �George Fallp:n .
. . .. . . .. . . — llib:"-- � - . .
strea: 208 Derbv Street
cnyirow�,; Salem � ��,. � ' - . _
Da coce:. 01970
r7ekpnone: 978-745-2004` �,: , F�.(�l
F..RELATIpNSHIP OF PERSON REQUIREO TO NOTiFY T�RELEqSE.OR TFIREAT OFRELEASE: (fhcac.onq
� RP or PRP SP�ei�ty' � Owner � Operator Q Generatw O .Tran�p�a,. pp�RP ouPRP;. ...
� . ❑ F'Duuary:5ee++retl 1.e+wer or Munieipaiity wrth E�rcmpt Stapu(ai EeM�y�,M.G.L e:21 E..s.� . .
. . Agenry or Pu01ie Uti6ry on a RigM o(W ay(aa definetl by M.G.L q 21 E.s.5(�`) . . . .
.. Am/AeRon�OMennac Repuirea to Nohfy Speeify RtlaConsftip: � . . � . � .
G. CERTIFICATION OF"PERSON REQUIREO'TO NOTIFY:
�..-
, Geor4e Fallon ,�.
.mat untln t�e pair.s arM P�alties of P«W�Y(0 thaz I have v��soruih�itl aM�m�
famnnr wrth tne.�nfotmatwn conqined m�fus wEmiltal,inrJutling ally�tl aU aawmeMa.aa.ompanyNg.INs ttanam�taf fortn:(n)Mat
ot tnose rc+Cnwuals.unmematNy resoonmbie tx obhinvig Ne infoimetion,Ne mazm�l infotnqtian cpnnmeC in IMis w6mrthl is.tn Ne buFe,trmyY�'^9�'
;newieOge antl baief.true.aceurate ana comwrte,anC(1 Wt.l am.WUy.aWwnietl mrtokeCqs aRe�abon�ort�bMalf�W the,
:ms suOmrtal_�IRMe penon � � airwhosr hehalf Uiis wOrttitbl is matle a�s awaa tlnt Nce are ficaM °^�Y��9�Y�DoeuiEk fw
pcssiCle(ines.ano impn wWtudY su0miqing f�ise..irroeNrate.At -�° P�ties.mCWtli^9.Out na4limitetl to.
., .,.. : :. . . , . , u�ompike�inlwmation. �: .. . : .
� cy . : . . .. .,.. � . .-.. r . _. - " � �t— �
� '�Syr .,e� � TMe: I�on o ��,�.
r� ..George Fallon ':.,, gl�r�� ..
�- (pnnt nar..e o!aersan a,ent.,y recaraea m Sectron Ej . �Oate: f
e
. . .c^�er.aa¢ress ol mepersor.�,^.�,�y�.Rrtification,i!tlilfere�t from aGtlras recorpep in SecLon c�, � - _.�..
'.
-�.. . ... ..:: , '
Sl:eel. ' .. _ . . � .. . >4�'.
. � C.RyrTam' ..-. � . . . . . . . . � . , . . '�:i:
. . � Statc LP Gatle: ..
Teiecno^r . . . �: F� . ' � . . ,,.,... .
(��1
YOU MUST COtdP�ETc ALL RELEVANT SECTIONS OF THIS FORM OR OEP MAY RETURN THE�OOCUMENT AS
INCOMPLETE..IF YOU SUBMIT AN ING'OMP�E'FORM;.YOU MAY BEPENAUZEp,FOR MISSFNG
� A REpUIRED.�EA�LINE. ,
� _ _ ".-' Mi� Y 2 t�a5
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�
S.P. Engineering, Inc.
`�� -��� �� u ` ` Bo ' No.: Lot 1
� �r.,+��� � 1. .. ... . k� ..:,> �. rE^,.3�.-'..� .
Saw�deis&Pearl Street Salem Shce Facto
Salc�MA F�7e No.
� , o- ",. . ...n �'- n Review b .
Bo " Co.:Carl Peterson Bo ' Location:
Foreman:781-598-8895 Groiu�F1ev.:
S.P. Inc.:Bruce Poole Date Start-Fnd: 5/27/03
� �.#+.�va� .. ^ ' _
� � � Ground�Water (See Notes)
� . ,rr��`'"Tes.t�'Pa"ty-'1�'�4B`ttkh eCb..$ataw�FaO�ud;WP-tecv x,���� .. .,�, a*;�^ �F*'r ow�.b �
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��" � �� 5/27 Lot 1 >7.0
������`�''��`�S'smp3e�Dsta"�'"�.,��..�:n ����
��n�`ts;" �' �s��
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Lot. 1 Top Soil p No Sample South Side of Saunders Street Sou
1
2 Mediiun Coarse Sand 0
3 RedlBrown Sand Layer
4 Medium White to Tart 0
Sand -
5 Medi�un White to Tan 0
Sand
6 Medium White to Tan
Sand
T Medium White to Tan
!
S.P. En�neering, Inc. �
��� " � ��:�� �"���;'���' ���;`��� �� Bo � No.: Lot 2, 2A and ZB
W�; � �,` ���,:�m et. � -��
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" �'r=��` > ��s $ale�1�fA F�le No.
?fr
� � -� ��` Review b .
o � Co.:Cati Peterson Bo � Location:
Foreman:781-598-8895 Gro�l N7ev.:
S.P. ' ee � Inc.:Bruce Poole Date Start- Fnd: 5/27/03
;�' ���s�����t� � � Ground Water (See Notes)
���'� ,�,� s k a""�` a .
€��_ �b�%&n�icho�t4:H�b.xzCsnundwatec y,��
�, ,+�..� � d*•. �s:„ x- 'j'r�_—^-----�-�":.., ,�..,-:`'�--•x-e �.
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��=���x °� .. ""�.�`� `". �#��' � 5/27 Lot 2 6.5
�
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r�� ��� �. �s. . �
*No:� bepffi �`�..`�l�esc�tion�� `�'� P=eir. 'Re`a�� fiPID� � ` Sam �=�a'- � �_ .`*, � �
�,�y'„� � ��`�„�"�y�' , rr���� � �` �:;a� � :�� ������ � � $�� , ty
�� �r � � �, ir ,,,, R L"3T .r.:� k'a.Lc. .,,Etra. � x
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Lot 1 Top Soil, Black SiR 0 S-3 Low Point on property SW Comer
2 Packed
2 Top Soil, Black Silt
-PackeY
3 White& Red Ash 0
4 Tan Silt& Sand 0
5 Tan Silt& Saru! S� Residerrtial Bum Dump?
6: Grey Granular&White
7 Gre Tan Sand 0
8 Gre Tan Sand 0 Edge of Bum Dump
42'from Gas Easemerit
Lot 1 Top Soil&.Tan Silt 0 45'from City property
S-5
2 GreyBlack Ash& Slag 0
3 Gre Black Ash& Sla
4 Gre Black Ash R Sla '
5 GreyBlack Ash& Siag Groundwater
Groundwater samp�e �-t
6 Grey Sand 0
7 Gre Sand
Edge City property- Clean- No Ash
LoY 1 Top Soil 33'from 2A
2B
2 Grey/Brown Silt 0 No Sample
3 Gre Brown Silt
4 GreyBrown Silt
5 Tan Sand 0
6 Tan Sand
7 Groundwater
S.P. Enb neering, Inc: �
�,::�,��"�'�"��� ,a� - �. "�`z�...,�"a;��'���.'�'`nr"r' ,� ' BoringNo.: Lrn2C, 3 &4
���an � �
*�.;� � �ry� Sa�ders&Pearl Street � Salem Shce Facto
`� � Sale�MA F�7e No.
� 4 _
� -z �` Review b :
o ' Co.:Carl Peterson � Bo ' Location
Foreman:781-598-8895 �o�g(�,.:
S.P. � ee ' Inc.:Bnice Poole Date Start- Fnd: 5/27/03
` �' Y , ,x , ' Ground Water (See Notes)
at��. . x��- �v r r� ,r. �.,-, , � � _
� �t� ���T"estpu�F-B'ackhoatq�:Belnw`Gcoaadwa��� = ' ,� .
}-�_S. �{ r�x'' � . . �t ^ .�_ v .i '-�n.tiTy.�} k •x�• �+�� '< . .:..
�K t��1t � ys"vh' S Y ..4 s' � . "'x.`?'i � � u • � �.. � . �e �� a �u '"^
� �,a:4 k -� ���� ; � �Dat� .�T��= �D`e to$°atYa� � W�e,. I�Tt�
,.,`�-'s-,y .>�r���. .m rm.��v.� � .,.4» . _ Tx�'.. . �� 5/27 IAt2L' S
�`'`" �` `�S`effip1e'I?a1&� � ".'°���
�.: . x �� �:� '�`,��s;�- , ��� -��, , � .�, Lot 3 ' 7
�L�o� Dela�h �5��, Desc��:. �Fe¢.�Re� :PID3 ��Sampl �_����������5� u�`��
x '� �..��.','.��«tr�'��,�r �`,r�` u�. #.�i fl�� � �'�3 ��4.���� '; �w "" � �
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Lot 1 Top Soil Red/Brown 0 I Low Poir�t-Southwest
.� 24'from 2/2A
2 Black& GreyAsh 0 S�
3 GreyAsh, Tan Silt
with Glass/Steel
4 Dark Grey Silt/Brown � Groundwater
GW
6 Dark Grey SiltBrown 0
Lot 1 Tan Sand & Silt 0
Cerrter by Tracks
2 Tan Sand & Silt 0
3 Tand Sand & SiR
4 Grey Ash, Rubble& 0
Brick S'�
6 Gre Medium Sand
7 Grey Medium Sand
8 Peat 0
Groundwater
Lot 1 Hard Black Grit& Rock 0 CerrterJ�y Cross Stret Center
4
2 Red-Tan Sand 0
with Grey Patchs
3 Red-Tan Sand S-2
4 Red-Tan Sand 0
5 Red-Tan Sand
6 Red-Tan Sand
I
S.P. Engineering, Inc. �
a�§�7k��e�'r��i�-� �'�. ."' _ . �: � . i c.:, - .c3. �-��V�;:�~ • .
�y= �,�� �,�� y ' . � �,�,: � � . , Bo ' No.: Cerner,Lot 5 &6
�t��
���� ��"� � "� g Saimders&Pearl Street Salem Shce Facto
� Y �
��� � � ;
�' � ' . �" � Sal� MA F�leNo.
� „,
� �` Review b
Bo ' Co.:Cari Peterson Bo � Location:
Foreman: 781-598-8895 Grou�i F1ev.:
S.P. Inc.:Bruce Poole Date Start- Fnd:
�..�" � -�y�`�"' � � ����� . Ground Water (See Notes)
d`��:. '�� � R*�° "��xi"'� �
��" a Te`st Pils b�,Backicae to Hetoc�Caonndwater� c
.va.*a�'�� ��+-'�' 3s?c�''k�,s - �° � - �- � - ,. -`� .,,� . ,�„s,. C�a�Fk'�-. � ' ::
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�,.,:�� f ���� ����'��� �= 5/27 Cecrter 7.5'
_ . �:�-�_. ."�` , , ' p _ ". _
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, � ��t���a��. , Lot 5 5.5'
��x*� -�+:�'���.�� �
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Cen ter Between 4 & 5 Between Lot 4& 5
1 Top SoiUTan Sand 0
2 Black Siit& Brick 0 S'7
3 Black Silt& Brick
4 Black Sit& Brick
5 Tan Sarui 0
6 Tan Sand -
7 Tan Sand
8 Tan Sar�
Grow�dwater
Lot 1 Tan Sand Northeast Comer
5
2 Dark Silt& Ash
3 Dark Silt 8� Ash S$
4 Tan Sand
5 Tan Sand
6 Tan Sand Groiu�dwater
No Sample
NorttnNest Comer by Boiler Room
Lot 1 Top Soil 0
6 '
2 Tan Medium Sand
3 Tan Medium Sand 0
5 Tan Medium Sand
6 Tan Medium Sand Groundwater
I
� .:. _. . ,
S.P. Engineering, Inc. �
, . � :,; ,,�_ , ,�
'� � `` �'�'��'� � Bo ' No.:Lot 2C, 3 &4
} xj ` �' c�•.
�` ; .,,�, - �:� � �+ �� � Saimdeis&Pearl Street Salem Shce Facto
� �� � � Saiets�MA Fde No.
` � � r;l�
. ..: . . Review b :
Io ' Co.:Carl Peterson Bo ' Locatio¢
Foreman:781-598-8895 ��II�,.;
S.P. Inc.:Bnice Poole Date Start-End:
�� � � a� _�� � ` 4" ���� � ` Ground Water (See Notes)
il '�` z esU�ds�6���w�to er��i�d���s� „�„ t
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.'k d�4'.ti< t�tz 4 �� � -� �'�'� � �� �.�{,,�
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"�'� �,,, ",- . . - _ � � . - . � � 5/27 Lot 6A 5.5'
_ � .
� �_ '� ,: � __ � _ �.:
'�=,,��� r�� � � Lot 6B 5.5
,� ��'���,. � '��'����amp�i1af������,���_-- �
�������
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'e�' �'°� a 2 �e';�a 4 s."'�.f ys'n � s �y�' ., .v� � ,. $�'S;$s . �
�+ w..ari r3�#'"� � x- �-.a ,�+c -�. �*Ed"J- '�C c.a- i
'�a�� �'�na '�cc�.§�'�t�t� 5 Y5�3J `.3�o-'` �4 . ..�. � ,'^H . i ��
� ,�'`��z`'. �:'�d`�'�d�..� ��,�,� � '� -vr ,� 'k.�i:,� .� F 't�'-. _� s > _ _
,-�, .�r� -��.�:� +,.r..., .t�,� .�..
Lot 1 Top Soil 8�.Tan Sand Tank Grave
6A 25' S W of Tree
2 Concrete& Brick, Cabl
& Rock S 9 No Sheen
3 With Grey SiIt.8�.Sand
4 Lg. Concrete &Tires
5 Concrete; Grey Sift Groundwater
_ Sample
6 Tan Grey Sand
T
8
Lot 1 Top Soil 35' North of 6A
6B Black Ash& Sand s-10
2 Top Soii Ash& Sand
3 Tan Sand
4 Tan Sand
5 Tan Sand
6 _ Tan Sand Groundwater
Lot 1 Top Soil
6C
2 Top Soil
3 Top Soil
4 Top 5oil
5 To Soil
6 Top Soil
= NEW ENGLAND CHROMACHEM
6 NICHOLS STREET
SALEM, MA 01970
1-978-744-6600
•
SAMPLE INFORMATION �
DESCRIPTION: MADEP EPH 96-1 EXTRACTABLE PETROLEUM HYDROCARBONS
CLIENT: SP INC.
CLIENT ID: 305106 RIVERVIEW LOT 6A SOIi�
T�AR ID: 306003 �
MATRIX: AQUEOUS
SOIL X
SEDIMENT '
DILUTION FACTOR:
, CONTAINERS : SATISFACTORY X
' BROKEN
LEAKING
AQUEOUS' PRESERVATIVES : N\A
• pH<=2
pH>2
COI�IMENTS ABOUT PRESERVATIVES :
T M
E PERATURE : RECEIVED ON ICE
RECEIVED AT 4 DEG C X
COMMENTS ABOUT TEMPERATURE :
EXTRACTION METHODS FOR EPH ANALYSES :
WATER SAMPLES ARE EXTRACTED BY LIQUID\LIQUID EXTRACTION
SOLID SAMPLES ARE EXTRACTED BY SONICATION
•
SEE FOLLOWING PAGE FOR SAMPLE RESULTS AND ADDITIONAL INFORMATION
NEW ENGLAND CHROMACHEM �
6 NICHOLS STREET
SALEM, MA 01970
1-978-744-6600
•
DESCRIPTION: MADEP EPH 98-1 EXTRACTABLE PETROLEUM HYDROCARBONS
' CLIENT: SP INC.
LAB ID: 306004
CLIENT ID: 305109 RZVERVIEW LOT 6A GROUNDWATR LIQUID SAMPLE
DATE RECEIVED : 06/03/03 - DATE SAMPLED: O5/27/03 -
DATE ANALYZED : 06/O5/03 DATE EXTRACTED: 06/OS/03
� EPH ANALYTICAL RESULTS : RESULT: MDL: L UNITS :
UNADJUSTED C11-C22 AROMATICS (1) ND 0 . 2 MG/L
DIESEL PAH ANALYTES: '
NAPHTHALENE ND 0 . 020 MG/L
2-METHYLNAPHTHALENE ND 0 . 010 MG/L
PHENANTHRENE ND 0 . 020 MG/L
ACENAFHTHYLENB NU 0 . 020 MG/L
OTHER PAH ANALYTES :
ACENAPHTHENE ND 0 . 020 MG/L
ANTHRACENE ND 0 . 020 MG/L
BENZO (A)ANTHRACENE ND 0 . 001 MG/L
BENZO (A) PYRENE 0 . 007 0 . 0002 MG/L
BENZO (B) FLUORANTHENE 0 . 002 0 . 001 MG/L
BENZO (G,H, I) PERYLENE ND 0 . 020 MG/L
BENZO (K) FLUORANTHENE - 0 . 002 0 . 001 - MG/L
• CHRYSENE 0 . 006 0 . 002 MG/L
DIBENZO (A, H) ANTHRACENE 0 . 005 0 . 0005 MG/L
FLUORANTHENE 0 . 016 0 . 020 MG/L
FLUORENE ND 0 . 020 MG/L
INDENO (1, 2, 3-CD) PYRENE 0 . 004 0 . 0005 MG/L
PYRENE 0 . 008 0 . 020 MG/L
C9-C18 ALIPHATICS (1) ND 1 MG/L
C19-C36 ALIPHATICS (1) ND 5 MG/L
C11-C22 AROMATICS (1, 2) ND 0 . 2 MG/L
SURROGATE RECOVERY: % RECOVERY:
CHLORO-OCTADECANE (COD) /ALIPHATIC SURROGATE 94
ORTHO-TERPHENYL (OTP) /AROMATIC SURROGATE 89
2-FLUOROBIPHENYL/FRACTIONATION SURROGATE 107
2-BROMONAPHTHALENE/FRACTIONATION SURROGATE 11T.
ND = NONE DETECTED NA = NOT ANALYZED
ALL QA/QC PROCEDURES AND PERFORMANCE/ACCEPTANCE STANDARDS REQUIRED FOR EPH
METHOD WERE FOLLOWED AND ACHIEVED. NO SIGNIFICANT MODIFICATIONS
WERE MADE.
NOTES :
1) EXCLUDES CONCENTRATIONS OF ANY SURROGATES AND/OR INTERNAL STANDARDS
ELUTING IN THAT RANGE
2) EXCLUDES CONCENTRATION OF TARGET PAH ANALYTES .
• � �- ��
06/09/03 BRUCE A. BORNSTEIN
DATE LABORATORY DIRECTOR
� -_
NEW ENGLAND CHROMACAEM - s
6 NICHOLS STREET
SALEM, MA 01970
1-978-744-6600
' •
DESCRIPTION: MADEP EPH 98-1 EXTRACTABLE PETROLEUM HYDROCARBONS
CLIENT: SP INC.
T.AR ID: 306003 �
CLIENT ID: 305106 RIVERVIEW LOT 6A SOIL SOLID SAMPLE.
DAT� RECEIVED : 06/03/03 DATE SAMPLED: OS/27/03
DATE ANALYZED : 06/OS/03 DATE EXTRACTED: 06/OS/03
EPH ANALYTICAL RESULTS : RESULT: MDL: UNITS : �
L7NADJUSTED C11-C22 AROMATICS (1) 234 200 MG/KG
DIESEL PAH ANALYTES : �
NAPHTHALENE ND 0 . 200 MG/KG
2-METHYLNAPHTHALENE ND 0 . 200 - MG/KG
PHENANTHRENE 5 . 94 0 . 200 MG/KG
ACENAPHTHYLENE ND 0 . 200 MG/KG
OTHER PAH ANALYTES :
ACENAPHTHENE ND 0 . 200 MG/KG
ANTHRACENE 23 . 8 0 . 200 MG/KG
BENZO (A)ANTHRACENE 9 . 85 0 .200 MG/KG
BENZO (A) PYRENE ND 0 .200 MG/KG
BENZO (B) FLUORANTHENE 3 . 89 0 .200 MG/KG
BENZO (G,H, I) PERYLENE 0 . 725 0 .200 MG/KG
• BENZO (K) FLUORANTHENE 3 . 94 0 .200. MG/KG _
CHRYSENE 9 . 96 0 . 200 MG/KG
DIBENZO (A,H) ANTHRACENE 2 .43 0 . 200 MG/KG
FLUORANTHENE 22 . 3 0 .200 MG/KG
FLUORENE 2 . 65 0 . 200 MG/KG
INDENO (1, 2 , 3-CD) PYRENE 2 . 71 0 . 200 MG/KG
PYRENE 19 . 8 0 . 200 MG/KG
C9-C18 ALIPHATICS (1J ND 200 MG/KG
I C19-C36 ALIPHATICS (1) ND 200 MG/KG
C11-C22 AROMATICS (1, 2) 234 200 MG/KG
SURROGATE RECOVERY: % RECOVERY:
CHLORO-OCTADECANE (COD) /ALIPHATIC SURROGATE 84
ORTIiO-TERPHENYL (OTP) /AROMATIC SURROGATE 89
2-FLUOROBIPHENYL/FRACTIONATION SURROGATE 9'7
2-BROMONAPHTHALENE/FRACTIONATION SURROGATE 91
ND = NONE DETECTED NA = NOT ANALYZED
ALL QA/QC PROCEDURES AND PERFORMANCE/ACCEPTANCE STANDARDS REQUIRED FOR EPH �
METHOD WERE FOLLOWED AND ACHIEVED. NO SIGNIFICANT MODIFICATION3
WERE MADE.
NOTES :
1) EXCLUDES CONCENTRATIONS OF ANY SURROGATES AND/OR INTERNAL STANDARDS
ELUTING IN THAT RANGE
2) EXCLUDES CONCENTRATION OF TARGET PAH ANALYTES .
• ��.... � �
06/09/03 BRUCE A. BORNSTEIN
DATE LABORATORY DIRECTOR
' .;.. . .... __ . . .
,,,,
� SI'i INC
�I5 CUII�i�hS! Sil'cel - 1'.C). �lux 9d8
�d�eitl� 111A 111970
�
' ' (97B) yd5-A569 - (97R) 745-4881
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ENGJNEERING • TECHNOLOGY:
P:O. Box 848"�Salem, Massachusetts.01970•Telephone: 978-745-4569�Fau:97&74�4881
C7ient: Creorge�Eallon _ Date: June 5, 2003
Z08 Derby Street -
- _ = SaTem, MA 01970 - _ - . ' _ ' -
Saunders-&Pearl Street
FormerSalem ShoeFactory LAB CERTIFICATION#:M-Mr1U34
- LABORATORY REPORT
Sample Type: Soil Soil Soil
Sampie Erom_ Lot 2; S-3; 0-2' Lot Z, S-4, 5-6' Lot 2A, S-S, 1-5'
Sample ID#: 0305098 0305099 0305100 Method# Date
Cadmium mglkg. 0.88 0.30 0.51 200.7 06/04/03
Chromiiim mg,/kg 21.4- 14:7 11.0 200.7' 06/04/03
;
• - T.ead. mgfkg: 913' 943` � 14136* 220.1 Ob/04/03
Lead
5-1. Residernial LimiY=300 mg/k�
S-�' Commercial,Limit=600 mglka
UCL Upper Concentration Limit= 1Q000 m�kg
SampledBy: B. Poole
Sampied On: OS/27l03`
5ample Received: OS/27/03
This information contained in this report is, to the best of my knowledge accurate and complete.
��5/03 ��v�z tT��-
Date: Laboratory Director_
�
� D
�
� � ENGINEERING -� TECHNOLOGY
P.O..Box 848•Salem;Massachusetts.01970.•�TNephone:979-745-4569�Fax:97&745 4881
- Client: George Fal(on - _ Date: June 5, 2003
208 Derby Street _ T
- Salem, MA 01970 - - � ' -- _ - �
Saunders Street
Former Salem Shoe�Factory LAB CERTIFICA�ION#:M-MA034
� LABORATORY REPORT
, Sample Type: Soil Soil Soil.
Sample From: Lot 2C, S-6, 1-2' Lot 3, S-1, 2-4' Lot 4, S-2, 0.2'
' Sample ID#: 0305101 0305102 0305103 Method# Date
Cadmium mn/k� 0.48 1.38 2:52 200.7 06/04l03
Chromium mg/kg 6:38 7:02 93.0 ZOO.T 06/04/03
• Lead mg/kg 8596 11065* 439 220.1 06/04/03
Lead
S-d Residernial Limit=30o mglkg
S-2 Commercial Limir=600 mg/kg
UCL Upper Concentration Limit= 10,000 meJkg.
Sampled By: B. Poole
' Sampled On: OS/27/03
Sample Received: OS/27/03
This informarion contained in this report is, to the best of my knowledge accurate and complete.
_ 6/�/0�3 ��'.�.c�.-iC o-�-e_-
Daze: Laboratory Director:
•
, - -
�
- �
. ENGINEERING � TECHNOLOGY
P.O..Box 848,«Salem, Massachusetts 01970r-Telephoee: 978-T45=4569�Fax: 978-745-488Y
- Client: George Fallon - Date: Jttne S, 2003
_ 208`Derby Stteet ,
` ` 5alem, MA 01970 ` - - ` - _
Saunders St�ret
Former. Salem Shoe Factory LAB CERTIFIChTION#:M-MA034
LABORATORY REPORT �
SampleType: Soil Soil Soil
Sampie Erom: Lot.4&5, S-7; 0-2' Lot 5, S-8, 1-4' Lot 6A, S-9, 2-4'
Sample ID#: 0305104 0305105 0305106 Method# Date
Cadmium mglkg 1.46 1.69 5.09 200.7 06/04/03
Chromium: mg/kg. 333 232 22:4 200.7" 06/04l03
• Lead mglkg. 1562 14048� 1698 ??0.1 06/04/03
Lead.
S-1 Residernial Limit=300 mglkg
S-Z Commercial Limit:=600 mg/kg
UCI., Upper Concentration Limit= 1Q000 mg/kg
SampledBy: B. Poole
Sampled On: OS/27/03
Sample Received: OS/27/03
_ This info�tnation contained in this report is, to the best of my knowled�e accurate and complete.
�/5/03 ��-�.�ez_`k'c.�s�
Date: Laboratory Director:,
�
D _
' ~ - ENGINEERING •° TECHNOLOGY -
P.O. Boz 848•�Salem,Massachusetts 01970•Telephone:978-745-4569•Fax: 978-745-4881
Client: George Fallon - - Date:June 5, 2003
_ 208 De�y 5treet _ ,
"Salem;MA 01970 _ , _ - _ _ - `
Saundeis Street
Former Salem Shoe Factory I.AB CERTIFICATION#:M-MA034
LABORATORY REPORT
Sample Type Soil
Sample From: Lot 6B, 5-10, 1-2'
Sample ID#: 030510T Method# Date
Cadmium mg/kg 127 200.7 06/04/03
Chromium: mg/kg. 45:8. 200.? 06/04/03
• Lead. mg/kg 1120Z� 220.1 06/04/03
Lead
S=1 Residemial Limit:=300 mglk�
S-Z Commercial Limit:=600 mP/kg
UCL. Upper Concentration Limit= 10,000 mg/kg
Sampied By: B. Poole
Sampled On: OS/27/03
Sample Received: OS/27/03
This informarion contained in this reporr is, to the best of my knowled�e accunrate and complete.
6/3/v3 ��,e�`-�`ovPCe.
Daze: Laboratory Director:
•
D =
' � ENGINEERING • TECHNOLOGY
P.O. Bax 848•�Salem, Massachusetts 01970•�Telephone: 97&745-4569•Fax:.97&745-4881
Client: George Fallon � -Date: June 5; 2003_
208 Derby Street _
Salem, MA 01970 ` � - � _ _ ' - _ �
Saunde�s Street
Former Salem Shoe Factory L.AB CERTIFICATIO�T#:M-MA034
LABORATORY REPORT
Sample Type: Groundwater Groundwater
Sample From: Lot ZA Lot 6A
Sample ID#: 0305108 0305109 Method# Date
Cadmium mg/kg .0038 .0020 200.7 06/04/03
Chromium mg/1 0.010 0.018 200.7' 06/04/03
• Lead mg/l 0.104 " 0.948~ �0.1 06/04/03
Lead
GW-Z limiY=0.03 mg/I
Sampled By: B. Poole
Sampled On: 05727/03
Sample Received: OS/27/03
This information contained in this report is, to the best of my knowledge accurate and complete.
' 6�3/0 3 r�'�6��
Daze: Laborato Director:
ry
•
` D - �
� ENGINEERING •� TECHNOLOGY
P.O. Boz 848•Salem, Massachusetts 01970•Telephone: 978-745-4569•Fax:97&745=4881
- Client: George Fallon - _ Date: June 5; 2003
208 Derby Street _ ,
� - Salem, MA O1970 - • = _
Saunders Street
Former Salem Shoe Factory I.AB CERTIFICATIOI�T#:M-MA034
QA/QC I..��ORATORY REPORT FORM
Blank MDL LCS RPD Date
Cadmiutn mg/kg 0.0001 1 101.5% 13.61% 06/04/03
Chromium mg/kg 0.0004 5 105.8% 5.68% 06/04/03
Lead. mg/kg 0.0020 S 108.4"/0 29.T4% 06/04/03
• `
, MDL=Minimum Detection Limit
LCS=Percent recovery of known standard
RPD=Relative percent deviation of"dupiicate sample
(A-B)x(100)
(A+B)x(1/2)
The information contained in this report is, to the best of my knowledge accurate and.complete:
��3 03 Q�_7P�4�.
Date: ' Laboratory Director:
•
i � 1'� INC •
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� ENGINEERING •°TECNNOL Y
�
O�
P.O. Box 848�Salem,Massachusetts 01970•-Telephone:.978-745=4569:••Fex:;97&745=4881
Client: Geo oe.Fallon _ _ Date: July 9, 2003
208 Derby Street '
Salem, MA O 1970 - - - _ ' - ' . _ -
Saunders &Pearl Street -Lot S
Former Salem Shoe Factory I.AB CERTIFIC�TION#:M-MA034
- - LABORATORY REPORT
Sample Type: Clean Sand, 1-3' Top Soil, 1' Grey Dust&.Loam, .S-P �
Sample From: Pile-1 Pile-2 Pile-3
Sample iD#- 0306094 0306095 0306096 Method# Date.
Lead m�/kg. 471 615 191 220.1 07/02/03
• S-1 Residentiai Limit=300 mg/kg
S-Z Commercial Limit=600 mgJk�
Sampled By: B. Poole
Sampled On: 06/30/O.i
Sample Received: 06/30/O i
This information contained in this report is, to the best of my knowiedge accurate and complete.
'/�103 ��� �c�-n�e..
Date: Laboratory Director:.
•
:�:;
` _ _
� D �
;
ENGINEERING � TECHNOLOGY
� P:O.Box 848••Salem,Massachusetts 01970•Telephone: 978-745-4569•Fax: 978-745=4881
!
Client: George Fallon � � Date: July 9, 2003_
- � 208 Derby Street _ '
Salem, MA-01970
Saunders &Pearl Street -Lot 5
Former Salem Shoe Factory LAB CERTIFIC�TION #:M-MA034
LABORATORY REPORT
SampieType: Removed Soii Remain Soil Soil
Sample From: Day i - 60 cy North Sidewall 1-3' Bottom Excavation
Sample ID#: 0306097 0306098 0306099 Method# Date
Lead mglkg. 508 17.3 492. 2?01 07/02103
. - _
S-1. Residential Limit= i00 m�
S-Z Commercial Limii=600 m�/kg
Sampled By: B. Poole
Sampled.On: 06/30/03
Sample Received: 06/30/03
This information corrtained in this report is, to the best of my knowledge accurate and complete.
�/9/03 L�u-�r e-�'C�2.
Daze: Laborazory Director:
•
I
: '�:_
D- _ �
I ENGINEERING- NTECHNQCO'G:Y
:
P.O..Box 848•Saiem,Massachusetts 01970•�Telephone: 97&745=4569'•Fax: 97&745-4881
�
Client: George Failon - � Date: July 9, 2003
208 Derby Street ,_
� Salem, Mt1�L970 - � " ` ` -
Saunders Street
Former Salem Shoe Factory LAB CERTIFICA.TION#:M-MA034
QA/QC I.?�BOR?�TORY REPORT FORM
Blank MDL LCS RPD Date
Lead_ mo/kg 0.002 5 100.?% 14.0% 07/02/O.i
•
NIDL=Minimum Detection Limit.
I LCS=Percent recovery of known standard
RPD=Relative�percent devia6on of duplicate sample
(A-B)x(100)
(A+B)x(1/2)
The information�contained:in this report is; to the best ot`my knowledge accurate and compiete:
��9�d3 ��we.����
Date: Laboratory Director:
•
. � :
,:,
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ENGINEERING • TECHNOLOGY' I
; P.O. Box 848•Salem,Massachusetts 01970•Telephone: 978-745-4569:•�Fax:978-745=4881
i
Client: George Fallon f ' Date: July 9, 2003
- � ' ' 208-Derby_Street ' -�_
. Salem, MA 01970
Saunders &Pearl Street -Lot �
Former Salem Shoe Factory LAB CERTIFICA'1'ION#:M-D'IA03d
L.�BORATORY REPORT
Sample Type: Soil— i-3' Soii— 1-3' Soil 1�' Removed Soil
Sample From: East Sidewall South Sidewall West Sidewall Day Z.—60cy
Sample ID#: 0307001 0307002 030700.i 0307004 Method.# Date
Lead m�/kg 209 351 10.4 1468 2201 07/03%03
• - - - -
S-1 Residemial Limit=300 m2/kg
S-2. Commercial Limit= 600 m�/kg
Sampled By: B. Pooie
Sampled On: 07/O1iO3
Sample Received: 07/O1/03
This informarion contained in this report is, to the best of my knowledge accurate and complete:
7/9/03 �n.+�.e.��J-a�
Daze: Laboratory Director�
•
s�� _ . . _ -
; Q �
�
ENGINEERING •�TECHNQLOGY �
�I P.O. Box 848«Salem;Massachusetts 01970:••Telephone:978-745-4569•Fax:.97&745-4881
_ - G7ient:George Fallon _ _ Date: July 9, 2003
208 Derby StreeY °
` Salem, MA.01970 e ` - � ' ' ' � - -
- Saunders Street -Lot 5
Former Salem Shoe Factory LAB CERTIFICA,TION #:M-MA034
------------------------------
` QA/QC L?�BORATORY REPORT"FORM
Blank 1�IDL LCS RPD Date
Lead. mg/kg 0.007 5 102% 12:6% 07/03iO3 ~
I • MDL=Minimum�Detection Limit
LCS=Petcent recovery of known:.standard..
RPD=Relative percent devia6on oi'dupiicate�sample-
(A-BJx(100)
(A+$)x(1/2}
The informa6on contained in this report is, to the�best:of my knowledge accurate and complete..
�/9%03 ��,�,r�.�arst'�_
Date: Laboratory Director:
•
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i ENGINEERING ••TECHNOLQGY
P.O. Box 848•Salem, Massachusetts 01970•-Telephone:97&745-4569.•Fex:97&74�4881
Client: George Fallon ° Date: July 9, 2003
208 Derby Street - _ - � . " .. - .
Salem, MA 01970
Saunders & Pearl Street -Lot 6
Former Salem Shoe Factory LAB CERTIFICATION #:M-D'IA034
LABORATORY REPORT
Sampie Type: Soil Soil Soil
' Sampie From: East Sidewall, 0-2' South Sidewall, 0-Z.' Wesr Sidewall, 0-2'
Sample ID#: 0307006 0307007 0307008 Method# Date
Lead. mgllcg 3085 1186 2628 220.1 07/09/03
•
S-1 Residential Limit=300 mg/kg.
S'-Z Commercial Limit=600 mg/k�
Sampled By: B. Poole
Sampled On: 07/0�03
Sample Received: 07/02/0�
This information contained in this repoa is, to the best of my knowledge accurate and comptete.
�7 I�i I0� (`�b"�fL
Daze: Laboratory Director:
•
, . _
Q
' � ENGINEERING •�TECHNOLOGY -
�
P.O. Box 848•Salem, Massachusetts 01970••TNephone::97&745-4569••Faxr97&745-4881
�Client: George Fallon _ _ Date: Jtily 9, 2003 _
208 Derby Street _ '
_ Salem, MA 01970 � � - ` �- _ � -
Saunders & Pearl Street -Lot6
Former Salem ShoeFactory LAB CERTIFICATION #:M-MA034
LABORATdRY REPORT
Sample Type: Soil Soil Removed.Soil, 120cy
Sample From: North-Sidewall, 0-2.' Bottom, 0-2' Excavation Day Z.
Sample ID#: 0307009 0307010 0307011 Method# Date
Lead mg/kg 5395 1294 4009 220.1 07/09/03
', • S-1 Residential Limit=300 mg[kg
S-Z Commercial:L�mit=600 mglko
Sampled By: B. Poole
Sampled On: 07/02703
Sample Received: 07/02/0�
This information contain ' r
ed in ttus eport is, to the best of my knowledge accurate and.complete.
��q lD� ��.we�_�c��
Daze: Laboratory Director:-
•
_: � . � -
� .; � D -
� , ENGINEERING � TECHNOLOGY
,
P.O. Boz 848•Salem, Massachusetts 01970•Telephooe: 97&745-4569•Faxc 97&745-4881
Client: George Fallon _ _ Date: July 9, 2003 ..
_ 208 Derby Street ' _
s Salem,.MA 01970 � ' - _ - -
Saunders Street —Lot 6 -
Former 5alem Shoe Factory LAB CERTIFICATIOL�i#:M-MA034
QA/QC LABORATORY REPORT FORM
Blank MDL LCS RPD Date
Lead mg/kg 0.002 5 100.4% 83% 07/09/O.�i
• NIDL=Minimum.Detection Limit
LC�Percent recovery ofknown standard.
RPD=Relative percent deviafion oiduplicate sample
(A-B)x(100)
(A+B)x(1/2)
The information contained in this report is, to the best of my knowledge accurate and wmplete:
7/9/e3 �..�c,�.r����
Date: Laboratory Director:
•
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ENGINEERING- �TECHNOLOG:Y
'' R:O�Box:848.�Salem,.Messachusetts.01970�Telephone:978-745-4569:•Fax:.97&745-4881:
Client: GeotgeFallon 'Date: Augustl5; 2003
_ _. ZOS Derby Street - • _ � ' - -
- Salecn.;M:4 01970 "
� Saunders BcPearl Street—Lor�
I
Eormer Saiem Shoe Factory LAB CERTII�'ICA'TION #:M-MA034
LABORATORY REPORT
Sample.Type: Removed.Soii RemovedSoil AemovedSoil
S9mpleFrom: SoilPile.—Dayl SoilPile:—DayZ SoilPile—Day3, Lor6
Sampie�ID#k 030609T 0307004 0307011 Method# Daze
pI� T..48 ?.4T 6:89 150.1. 08/Ol/03
Sul�d�muslfc� 54 L12 L10 _ 375.4 08/Ol/03
• C'yanid�cnglfc�: 6:3? Ll.l 10.3 4TZB 08701/03
i
S�iC�B�.B_POOIC
!� SampiesLO� 06/30/03'—O7/1J03
Sampl�Received_ 06/30/03 -07/OZ/03
II This information contained in this report is,.to the best of my knowledge accivate and complete..
� t3��
+ 8'/;sio 3
;-
;:
Daze: Laboratory Director�
•.
;w;
,;�
,
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ENGINEERING ��TECHNOLOGY �
P:O.-Box 848 wSalem,A�q��u�n$01970►Telephone:97&745=4569�Fax-g7�7q5�gg1:
Client:.Geo De Fallon Date:August25, 2003 4
' _ _ 208 Decby Street - � _ ' _
���.MA 01970 � -
8'.Peari'Stmet
FormerSalem.ShoeFactory � ,
Soil"Piies afterStabilizarion. LAB.CEItTg�IE�TION#:M=MA034
I;ABORA.TORY REPORT
Sampl�Type: TLCP TLCP TCLP TCLP
Sampfe�From: S-1, 1.�100cy S-2; 200cy S-3, 300cy S-4. 400cy
Sampl�ID#� 030804Z 0308043 0308044 0308045 Method#k Dat�
Lead:.mgLL z1T 1.34 0.51'. 0.99� 220:L 08YZ5/0�
�(E"�1.). 49s 4:s�- sor: a;as - : _ tso:r oszzsio� ^ _
�:
'�` "'tYt�erI8SH"oucsextractionwith#L TCLP`Ftuid
S'ampled:By-B'. Pool�
S'ampled Oa: 08/Z170�
Sampl�Ireceived: 08/Zl%03
This infortnatioa contained in this report is; to the best of my knowledge accurate and completz
8`/a:6jo 3 ���-c�.e.��
Daze. LaboratoiyDirector�
;:
�
...�� ��-- -
.... ,_:-� -
,.;__ _...
_" r__� �.�� »:<?�w�`-' �` �`-
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�"
ENGiNEER1N� M TECHNCfLQ�Y
P.O:.Box 848�Saiem�,Massach�seltgp197Q:�Telephone:978=T4�456�•.Fa�cg7�7q�.qgg1'
Ciient: Georgc Fallon: � - - �� Date.August26; 2003 .
208 Derby Street _ ' ' ` � "
Salem>MA-019-'70 ` -
8 Pearl:Street „
FormerSalem:ShoeFacto�v __ _ I,AB.CERTIFIC�TIQL�I-#:M-MA034
LABORATORY REEOR�
SampleType: RemovedSoil Removed.Soil RemovedSbiL RemovedSoiL
SampieFrom:. Pil�l- P$�Z Pile3- Pile4
SampieID#- 030609T 0307004 03070.15. 030801L Nlethod#k Datc
Arsenic ma,�k� T4T 13(T 5:79• ZOOJ. 08/OS/03
Banu�,mg[k� - Z��;- , Z49� :: ZQQ?T QS/OSIO�
I • C"admiu�-mg[fc� 0:89�. 0:96r -. 1_OI�- ` 1`73• : ZP�T- OSlTS/03
Chcomium mg[kg. 1&T..9= T0�4 63.4: • 9�T . ZL�T; :08/TS/03
Lead mglfcg, 50& L468:• 4009- T162 ZZ(T:l- 087t9/03
Mercury. mglkg, 0_61 0.40 24�L 08/08Y03 .
Seleniunr. m� <D:42 <0.42. ZZO=Y OS/08/03
5ilver mg/k� O.LZ 0.23 01T 0.49- 27ZT: 08%ZS/03
Sampled.By-B: Poole
Sampled On: 06130/03-08/OSl03
SampleReceived: 06/30/03-08/OS/OJ - -
This information contained in this report is, to the bestof my knowlecig�accucat�andcomplei�
8"�z6�Q3 ���ov`�
Daze: L,aboratoty Director�
•
D �
� ENGINEERING • TECHNOLOGY
P.O. Box 848•Salem, Massachusetts 01970•Telephone: 97&745-4569•Fax: 97&745-4881
Client: George Fallon Date: August 25, 2003
- 208 Derby Street '
Sale.m, MA 01970
S Pearl Street
Former Salem Shoe Factory LAB CERTIFIC�ITION #:M-MA034
� � � I.ABORATORY REPORT
--------------------------------------
Sample Type: Remaining Soil Remaining Soil Remaining Soil
Sample From: East Sidewa110-1' North Sidewall 0-2' West Sidewa110-2'
Sample ID#: 0308006 0308007 0308008 Method # Date
----------------------------------------
Lead m�/1 785 2203 2642 220.1 08/19/03
• -
Sampled By: B. Poole
Sampled On: 08/OS/03
Sample Received: 08/OS/03
This information contained in this report is, to the best of my knowledge accurate and complete.
�/�s�o� ��o-b-�e_
Date: Laboratory Director:
•
D
� ENGINEERING • TECHNOLOGY
P.O. Box 848•Salem, Massachusetts 01970•Telephone: 97&745-4569•Fax: 978-745-4881
Client: George Fallon _ , Date: August 25, 2003
208 Derby Street ' - - ' _
Salem, MA 01970
8 Pearl Street ,
Former Salem Shoe Factory LaB CERTIFICATION #:M-MA034
-----�-~--�— — LABORATORY REPORT �--��--`
' -----------------------------------------------------------
--------------------------------
Sample Type: Remaining Soil Remaining Soil
Sample From: South Sidewall 0-1' Bottom ofExc. 2.5'
Sample ID#: 0308009 0308010 Method# Date
-------------------------------
Lead mg/1 474 237 220.1 08(19/03
•
Sampled By: B. Poole
Sampled On: 08/OS/03
Sample Received: 08/OS/03
This information contained in this report is, to the best of my knowledge accurate and complete.
�/�5/03 ��,,�,�--��-�
' Date: Laboratory Director:
•
D
� ENGINEERING • TECHNOLOGY
P.O. Box 848•Salem, Massachusetts 01970•Telephone: 97&745-4569• Faz: 97&745-4881
Client: George Fallon _ Date: August 25, 2003
208 Derby Street - _ -
3alem, MA 01970 -
8 Pearl Street ,
Former 5alem Shoe Factory LAB CERTIFICATION#:M-MA034
----------------------------------------------------------------------------------------------------------------------------
QA/QC LABORATORY REPORT FORM
Blank MDL LCS RPD Date
Lead mg/1 0.022 0.05 1063% 2.57% 08/19/03
• -
MDL=Minimum Detection Limit
LCS= Percent recovery of known standard
RPD=Relative percent deviation of duplicate sample
(A-B)x(100)
(A+B)x(1/2)
The information contained in this report is, to the best of my knowiedge accurate and complete.
�����03 Q,,.�-�.+.��`�'a-�-�-
Date: ' Laboratory Director:
•
NEW ENGLAND CHROMACHEM
6 NICHOLS STREET
SALEM, MA 01970
1-978-744-6600
�
SAMPLE INFORMATION
DESCRIPTION: MADEP EPH 98-1 EXTRACTABLE PETROLEUM HYDROCARBONS
CLIENT: SP INC.
CLIENT ID: 306097 RIVERV-IEW LOT 5 REMOVED #1 =
LAB ID: 308075
MATRIX: AQUEOUS
SOIL X
SEDIMENT '
DILUTION FACTOR: "
CONTAINERS : SATISFACTORY X
BROKEN
LEAKING
AQUEOUS PRESERVATIVES.: N\A
• pH<=2 _
pH>2
COMMENTS ABOUT PRESERVATIVES :
TEMPERATURE: RECEIVED ON ICE
RECEIVED AT 4 DEG C
COMMENTS ABOUT TEMPERATURE:
EXTRACTION METHODS FOR EPH ANALYSES :
WATER SAMPLES ARE EXTRACTED BY LIQUID\LIQUID EXTRACTION
SOLID SAMPLES ARE EXTRACTED BY SONICATION
.
SEE FOLLOWING PAGE FOR SAMPLE RESULTS AND ADDITIONAL INFORMATION
' NEW ENGLAND CHROMACHEM
6 NICHOLS STREET
SALEM, MA 01970
1-978-744-6600
•
' DESCRIPTION: MADEP EPH 98-1 EXTRACTABLE PETROLEUM HYDROCARBONS
CLIENT: SP INC.
LAB ID: 308075
CLIENT ID: 306097 RIVERVIEW LOT 5 REMOVED #1 SOLID SAMPLE
DATE RECE�VED: 08/06/03 DATE SAMPLED: 08/OS/03
DATE ANALYZED: 08/15/03 DATE EXTRACTED: 08/15/03
EPH ANALYTICAL RESULTS : RESULT: MDL: UNITS : �
UNADJUSTED C11-C22 AROMATICS (1) ND 200 MG/KG
DIESEL PAH ANALYTES : '
NAPHTHALENE ND 0 . 200 MG/KG
2-METHYLNAPHTHALENE ND 0 . 200 MG/KG
PHENANTHRENE ND 0 . 200 MG/KG
ACENAPHTHYLENE ND 0 .200 MG/KG
OTHER PAH ANALYTES :
ACENAPHTHENE ND 0 .200 MG/KG
ANTHRACENE ND 0 . 200 MG/KG
BENZO (A)ANTHRACENE ND 0 . 200 MG/KG
BENZO (A) PYRENE ND 0 . 200 MG/KG
BENZO (B) FLUORANTHENE ND 0 ..200 MG/KG
BENZO (G',H, I.) PERYLENE ND 0 ..2D0 MG/KG
BEN30 (K) FLUORANTHENE ND 0 . 200 MG/KG
• CHRYSENE ND 0 ..2.00 MG/KG
DIBENZO (A,H)ANTHRACENE ND 0 . 200 MG/KG
FLUORANTHENE ND 0 ..200 MG/KG
FLUORENE ND 0 .200 MG/KG
INDENO (1, 2 , 3-CD) PYRENE ND 0 .200 MG/KG
PYRENE ND 0 . 200 MG/KG
C9-C18 ALIPHATICS (1) ND 200 MG/KG
C19-C36 ALIPHATICS (1) ND 200 MG/KG
C11-C22 AROMATICS (1, 2) ND 200 MG/KG
SURROGATE RECOVERY: °s RECOVERY:
CHLORO-OCTADECANE (COD) /ALIPHATIC SURROGATE 79
ORTHO-TERPHENYL (OTP) /AROMATIC SURROGATE 84
2-FLUOROBIPHENYL/FRACTIONATION SURROGATE 107
2-BROMONAPHTHALENE/FRACTIONATION SURROGATE 96
ND = NONE DETECTED NA = NOT ANALYZED
ALL QA/QC PROCEDURES AND PERFORMANCE/ACCEPTANCE STANDARDS REQUIRED FOR EPH
METHOD WERE FOLLOWED AND ACHIEVED. NO SIGNIFICANT MODIFICATIONS
WERE MADE.
NOTES :
1) EXCLUDES CONCENTRATIONS OF ANY SURROGATES AND/OR INTERNAL STANDARDS
ELUTING IN THAT RANGE
2) EXCLUDES CONCENTRATION OF TARGET PAH ANALYTES .
� `��� G, � �
08/18/03 BRUCE A. BORNSTEIN
DATE LABORATORY DIRECTOR
NEW ENGLAND CHROMACHEM
6 NICHOLS STREET
• SALEM, MA 01970
1-978-744-6600
CLIENT: SP INC. A
DATE' RECEIVED:- 08/06/03 DATE SAMPLED: 06/30/03 �
D'ATE ANALYZED: 08/08/03
IDENTIFICATION �`
308075 308076
306097 RIVERVS 307011 RIVERVI
PARAMETER UNITS
BA 25 . 8 24 . 9 MG/KG
HG 0 . 610 0 . 4-03 MG'/KG
; • SE ND ND MG/KG
AN —
ALYSIS PERFORMED BY METHOD 200 . 7; HG BY METHOD 245 . 1
DATE DIGESTED: 8/7 03
�
DETECTION LIMITS : BA: 0 . 200 HG: 0 . 010 SE : 0 .426 MG/KG
� Cc' / `--
08/10/03 BRUCE A. BORNSTEIN
• DATE LABORATORY DIRECTOR
c NEW ENGLAND CHROMACHEM
6 NICHOLS STREET
SALEM, MA 01970
• 978-744-6600
EPA METHOD 8082 PCBS BY GAS CHROMATOGRAPHY
' CLIENT: SP INC.
LAB ID # 308075
CLIENT ID: 306097 RIVERVIEW LOT 5 REMOVED #1 SOLID SAMPLE
DATE SAMPLED: 06/30/03
DATE RECEIVED: 08/06/03
DATE EXTRACTED: 08/07/03 '
DATE ANALYZED: 08/07/03
PARAMETER RESULTS (UG/KG)
PCB 1016 ND
PCB 1221 �
• PCB 1232 �
PCB 1242 ND I
PCB 1248 ND
PCB 1254 ND
PCB 1260 ND
METHOD DETECTION LIMIT = 20 UG/KG
� � �
08/11/03 BRUCE A. BORNSTEIN
• DATE LABORATORY DIRECTOR
RUG--19-2000 02.c0B- PM NEA� INC . _ 978 T4-4� 68:14• P-..02�.
NEW ENGLAND CHROMACHEM
6' NICHOLS STREET
• , SALEM, MA 01.970
978-•744-6600
EPA METHOD 8082 PCB3 BY GAS CHROMAT.OGRAPHY I
CLIENT; SP INC. _ -
LAB ID # 308076 � , " . - '
CLIENT ID: 307011 RIVERVIEW LOT 6 REMOVED #3 SOLI:D SAMPLE �
DATE SAMPLED: 07/02/03 '
DATE RECEIVEDr OB/06/03 '
DATE EXTRACTED: OB/07/03
DATE ANALYZED: 08/07/03
PARAMETER RESUI;TS (UG"/KG)
PCB' 101.6" �
I • PCB 1221. - ND
PCB 12.3.2'. ND
PCB 1242. ND
PCB T24-B �.
PCB 1254 ND
PCB 1260 NII
METHOD DETECTION LIMIT = 20 UG/KG -
�. , 1��---
• 08/19/03 BRUCE A. BORNSTEIN
DATE LABORATORY DIRECT.OR.
�
AUG.—lt9-200e 02c0T PM NEC� INC 978 744� 6814 � P. 0�1
NEW ENGLAND CHROMACHEM
• 6 NICHOLS STREET
SALEM, MA 01970
1-978-744-6600
CLIENT: SP INC.
` DATE RECESVED: OB/06/03 - DATE 9AMPLED: 06/30/03
DATE' ANALYZED:- 08/08/03
PARAMETER: FP
NEC ID CLIENT ID UNITS : DEG F
308075 3�6097 RIVERVIEW LOT 5 RE >200
308.076: 307011. RIVERVIEW LOT 6 RE >200
• _
ANAliYSIS. PERFORMED BY PEN3KY MARTEN3 CLOSED CUP TEST
FLASHPOINT. UNITS = DEGREES FAHRENHEIT
/ G'�t... C.t_, �
�� •
08'/T9/03
BRUCE A. BORNSTEIN
• DATE. LABORATORY DIRECTOR
��
RUG-26-2060 02.:4e PM NEC INC 9�78 744- 6814- - P. 01
qu�- 2B 03 O1: 1Bp= EP6 Laboraearies 860-946'-0448 P• 2 -
NE�i ENGL.9VD CHRO'_vTACHPN! C0.
� Location Collected: Disposal Series
Date Samgle Collected: 06/30/03
Sample Deseription: 3US075
EAS 5ample'�umber: 030e�0235•Ol
LIMS TD Number: AEOfl22? "
Date Sample Received: 08118�08 — , , .
- Detection Analyeis
Para�eter Aa'a Limit Units Date
Total Halides 67 60 mglkg � OB/21/08
• '
•
BDL= Beluw Deteccion Licvt
AUG-26-2803 02.:44� PM NEC INC' 978 T44� 6H14 P_ e2
�A:n i.ur.. ��.rru..+a.� ..�-...� . ..�� '
pu6 26 08 Ola19p ERS Laboraeories 960-945'-0�49 p.3 '
� NEW ENGLtLND CHROMACHEM C0.
Location CollacLed: Disposal9eriee
Date Sample Callected:07/02(03
Sample Description: SOS078
- EA5 Sample Number: 09080235•02 ,
LIMS ID Number:AE09228
y Date SemDle E.eceived: 08115103 � - _
Datection Analysie
Parameter _ Da�a >.imit L'nite llate
Toial Halides 110 60 mg/kg 09/21103
• �
•
BDL=Eelc�v Dztectiun Limit
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