Geotechnical Environmental & Water Resources Engineerig \ \6 GEl Consultants LETTER OF TRANSMITTAL 400 Unicorn Park Drive Woburn , MA 01801 Phone: (781) 721- 400Q Fax: (781) 721- 4073 ww. geiconsultants. com To: Environmental Protection Agency Date: September 9 , 2008 04478- RGP NOI Processing Project No: Municipal Assistance Unit (CMU) Re: 620 Washington Street One Congress Street , Suite 1100 Winchester , Massachusetts Boston , MA 02114- 2023 RTNs 3- 24919 & 3- 27775 We are sending you the following enclosures: Quantity Date Description 08/27/08 Notice of Intent , NPDES Remediation General Permit , Winchester Hospital 620 Washington Street , Winchester , MA These are transmitted as checked below: For Approval For Your Use For ReviewlComment o As Requested Other Message: Copy to: File Signed: Anne L. Leifer , P. , LSP If enclosures are not as noted, kindly notify us at once.
Transcript
GeotechnicalEnvironmental &Water Resources
Engineerig
\ \6
GEl Consultants
LETTER OF TRANSMITTAL 400 Unicorn Park DriveWoburn, MA 01801
To: Environmental Protection Agency Date: September 9 , 2008
04478-RGP NOI Processing Project No:
Municipal Assistance Unit (CMU) Re: 620 Washington Street
One Congress Street , Suite 1100 Winchester, Massachusetts
Boston , MA 02114-2023 RTNs 3-24919 & 3-27775
We are sending you the following enclosures:
Quantity Date Description
08/27/08 Notice of Intent , NPDES Remediation General Permit, Winchester Hospital620 Washington Street , Winchester, MA
These are transmitted as checked below:
For Approval For Your Use For ReviewlComment o As Requested Other
Message:
Copy to: File Signed: Anne L. Leifer, P. , LSP
If enclosures are not as noted, kindly notify us at once.
Geore-hnical
Environmencal and
Wau:r Reources
Engineering
GEl Consultants
August 27 2008Project 04478-
Environmental Protection AgencyRGP NO! ProcessingMuncipal Assistace Unit (CMU)One Congress Street, Suite 1100Boston, MA 02114-2023
Dear Sir or Madam:
Re: Notice of IntentNPDES Remediation General PermitWinchester Hospital620 Washington StreetWinchester, Massachusett
On behalf of Winchester Hospita (W, GEl Consultats , Inc. has prepard ths Notice of Intent(NOI) for coverage under the National Pollutant Dischage Elimiation System (NDES)Remediation General Penmt (RGP), Massachusetts General Penmt (MAG910000). Ths NO!was prepared in accordace with the general requirements of the NPDES RGP under FederalRegister, Vol. 70, No. 147, and related guidace documentation provided by the EPA. completed NO! fonn is provided in Appendix A.
Site Information
This NO! has been prepared for the magement of dewaterig operations durg constrction at620 Washigton Street in Winchester, Massachusetts (the Property; Fig. 1). The Property isbordered by the Aberjona River to the south, Wash,gton Street to the east and by undevelopedland and the Cavalr Cemetery to the nort and west (Figs. 1 and 2). WH plan to constrct twostructues on the Property, an additiona offce building to the norteast of the existing buildingand a parkig strctue to the nort of the existing building.
The work wil occur withi the Massachusetts Deparent of Enviroruental Protection (DEP)disposal site trcked under Release Trackig Number (RTN 3-24919 (the Site). Concentrtionsof trchloroethene (TCE), extractable petoleum hydrocarbon (EPH), polycyclic aromatichydrocarbons (pAHs), and metals exceeded the applicable Reportable Concentrtions for soilcategory S- I (RCS- I), as defied by the Massachusetts Contingency Plan (MCP; 310 CMR40.0315(2)), and required reporting to the DEP on May 31 , 2005. Soil and groundwatermanagement activities that are planed at the Site wil be conducted as a Release AbatementMeasure (R per the MCP.
Discharge and Receiving Surface Water Information
The water collected durg constrction dewatering activities is expected to contain natullyoccurg metals (such as iron and zinc) and may contain low levels of chloriated solvents (such
www. geiconsulranrs. com GEl Consultants, Inc.400 Unicorn Park Drive, Woburn, MA 01801
781.721.4000 fa: 781.721.4073
EPA Augut 28 , 2008
as TCE) as well as low levels of petroleum-related compounds (such as PAHs or petroleumhydrocabon frctions) and other metals (arsenc and lead.). On May 14 2008 a GElrepresentative collected ground water samples from two monitorig wells on the Proper (RWG-102 and RWG- l 04) to assess the proposed influent. Both water samles were analyzed for theparameter required under the NPDES RGP. In addition, the pH of the proposed influent wasmeasured to evaluate existing conditions. The laboratory data reports for these samples areprovided in Appendix B. The analytica results indicated the presence of cyande, metals (ironand zinc) and two chloriated organc solvents (TCE and cis- dichloroethene (cis- DCE)).Although no petroleum hydrocarbons were detected by EPA Method 8100, there is a potential toencounter some petroleum contamiation durg dewaterig based on results from previous soilsampling.
The measured pH of the groundwater at the Propery raged from 6.0 to 7.5 standad unts (s.The pH range detected is outside the RGP effuent limit for Massachusetts waters (6.5 to 8.3).Therefore, we request an expanded effuent limit range of 6.0 to 9.0 due to the natually low pHin groundwater at the Propert.
The collected water wil be treated to remove suspended solids and, if necessar, volatile organccompounds (VOCs), petroleum-related compounds, and metals prior to discharge via thetreatment system shown in the process flow diagram in Fig. 3. The treated water wil bedischaged to one or more catch basins on the property or via surace piping to the AberjonaRiver.
Consultation with Federal Servces
GEl reviewed online electronic data viewers and databases from the Massachusetts GeographicalInformation System (MassGIS) and the Massachusetts Division of Fisheres and Wildlife(MassWildlife; Natual Hertage and Endagered Species Progr), and the U.S. National ParksService Natul Historic Places (NS). Based on this review, neither the Propert nor the pointwhere the proposed discharge reaches the receiving surace water body are Areas of CriticalEnvironmental Concern (ACEC), Habitats of Rae Wetland Wildlife, Habitats of Rae Species orEstimated Habitats of Rae Wildlife or listed as a National Historic Place. Based on thisinonntion, consultation with federal and/or state offcials was deemed not necessar.
Coverage under NPDES RGP
It is our opinion tht the proposed dischage is eligible for coverage under the NPDES RGP basedon the requirements of the NPDES RGP and our evaluation of the available site-specificinfonnation. On behalf ofWH, we are requestig coverage under the NPDES RGP for thedischarge of recovered water durng construction activities to the surace waters of the AberjonaRiver directly via surace piping or the on-site stonnwater drainage system.
The enclosed NO! form provides required infonntion on the general site conditions, dischargetreatment system, receiving water, and consultation with federal serices (Appendix A). For thisproject, WH is the owner and has operational control over the construction plan andspecifications, including the ability to make modifications to those plan and specifications.A.J. Marini has been contracted by WH and will direct the personnel responsible for theimplementation and day-to-day operations and activities that are necessar to comply with theNPDES RGP, includig operation, inspection, monitoring, and reporting.
Discharge of treated water is scheduled to begi as early as October 10, 2008 , pendingauthorization frm the EP
EPA August 28 , 2008
The excavation and dewaterg wil be conducted as a RA in accordance with the MCP(310 CMR 40.0000). Therefore, completion and submittl of the DEP Bureau of ResourceProtection Water Management (BRP WM 12 fonn and fee payment to the Commonwealth ofMassachusetts are not required.
Please contact me at 781. 721.4066 or aleifer geiconsultants.com if you have any questions.
Ver trly yours
GEl CONSULTANS, INC.
Project Manger
MSI ALL:cshEnclosures
c: Mr. Melvin Kleckner, Winchester Town ManagerMs. Jennfer Murhy, Winchester Board of HealthMs. Elaine Vreeland, Winchester Conseration Commssion
M:\PROJECTOO0478\0478-8\NOI NPDES RGP It.doc
1000 2000 4000
SCALE FEET
6000
This Image provided by MassGIS is taken fromS. Topographic 7.5 X 15 Minute Series
Boston North Quadrangle , 1985.Datum is National Geodetic Vertical Datum (NGVD).Contour Interval is 3 Meters.
c-=co.,
MASSACHUSETTSQUADRANGLE LOCATION
RGP Notice of Intent620 Washington Street
Winchester, Massachusetts
Winchester HospitalWinchester, Massachusetts
GEl Consultants
SITE LOCATION MAP
Project 04478- August 2008 Fig. 1
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e fo
llow
ing
info
rmat
ion
abou
t the
site
:
a) N
ame
of f
acilt
y/si
te: W
inch
este
r H
ospi
tal
Facilty/site address:
Loc
atio
n of
fac
ilty/
site
:Fa
cilit
y SI
C c
ode(
s): 80
62St
reet
: 620
W h
' St
lo
ngitu
de: -
70.8
74la
titud
e: 4
2.42
as m
gton
ree
b) N
ame
of f
acili
ty/s
ite o
wne
r: W
inch
este
r H
ospi
tal
Tow
n: W
inch
este
rE
mai
l add
ress
of
owne
r: r
robe
rtso
n(fw
inho
sp. o
rgSt
ate:
Zip
:C
ount
y:
Tel
epho
ne n
o.of
faci
lity/
site
ow
ner:
781
- 756
-251
101
890
Mid
dles
ex
Fax
no.
of f
acili
ty/s
ite o
wne
r: 7
81- 7
56- 2
997
Ow
ner
is (
chec
k on
e): 1
. Fed
eral
2. S
tate
ffrib
al3.
Pri
vate
---
4. o
ther
, ifso
, des
crib
e:A
ddre
ss o
f ow
ner
(if d
iffer
ent f
rom
site
):
Stre
et: 4
1H
ighl
and
Ave
nue
Tow
n: W
inch
este
rSt
ate:
MA
Zip
: 018
90C
ount
y: M
iddl
esex
c) L
egal
nam
e of
ope
rato
r:O
pera
tor
tele
phon
e no
: 781
- 953
- 874
7
J. M
artin
iO
pera
tor
fax
no. :
781
-838
- 687
4O
pera
tor
emai
1: e
wha
len(
fajm
artin
Lco
mOperator contact name and tit
le: E
d W
hale
n
Add
ress
of o
pera
tor
(if d
iffer
ent f
rom
ow
ner)
:St
reet
: 5 L
owel
l Ave
nue
Tow
n: W
inch
este
rSt
ate:
MA
Zip
: 018
90C
ount
y: M
iddl
esex
d) C
heck
"ye
s " or "
" fo
r th
e fo
llow
ing:
No
if "y
es,"
num
ber:
I. H
as a
pri
or N
PDE
S pe
rmit
excl
usio
n be
en g
rant
ed f
or th
e di
scha
rge?
Yes
2. H
as a
prio
r N
PD
ES
app
licat
ion
(F o
rm I
& 2
C)
ever
bee
n fi
led
for
the
disc
harg
e? Y
es, if "ye
s" date and tracking #:
3. Is th-e
dis
char
ge a
"ne
w d
isch
arge
as d
efin
ed b
y 40
CFR
122
. 2? Yes
4. F
or s
ites
in M
assa
chus
etts
, is
the
disc
harg
e co
vere
d un
der
the
MA
Con
tinge
ncy
Plan
(M
CP)
and
exe
mpt
fro
m s
tate
per
mitt
ing?
Yes'/ No
Rem
edia
tion
Gen
eral
Per
mit
- N
otic
e of
Int
ent
e) I
s si
te/f
acili
ty s
ubje
ct to
any
Sta
te p
erm
ittin
g or
oth
er a
ctio
n w
hich
is c
ausi
ng th
ege
nera
tion
of d
isch
arge
? YesL No
If "y
es"
p le
ase
list:
1. site identification # assigned by the state ofNH or MA:
2. p
enni
t or
licen
se #
ass
igne
d: R
TN
: 3-2
4919
3. s
tate
age
ncy
cont
act i
nfor
mat
ion:
nam
e, lo
catio
n, a
nd te
leph
one
num
ber:
MA
DE
P, N
ER
O, W
ilmin
gton
, MA
978
- 694
-320
0
f) I
s th
e si
te/f
acili
ty c
over
ed b
y an
y ot
her
EP
A p
erm
it, i
nclu
ding
:1.
mul
ti-se
ctor
sto
rm w
ater
gen
eral
per
mit?
Y
NL
, if
Y, n
umbe
r:
2. p
hase
I o
r II
con
stru
ctio
n st
orm
wat
er g
ener
al p
erm
it? Y
N
L,
ifY
, num
ber:
3. in
divi
dual
NPD
ES
perm
it? Y
_-
NL
, if
Y, n
umbe
r:
4. a
ny o
ther
wat
er q
ualit
y re
late
d pe
rmit?
YN
L, if
Y, n
umbe
r:
2. D
isch
arge
info
rmat
ion.
Ple
ase
prov
ide
info
rmat
ion
abou
t the
dis
char
ge, (
atta
chin
g ad
ditio
nal s
heet
s as
nee
ded)
incl
udin
g:
a) D
escr
ibe
the
disc
harg
e ac
tiviti
es f
or w
hich
the
owne
r/ap
plic
ant i
s se
ekin
g co
vera
ge:
Dis
char
ge o
f w
ater
rec
over
ed d
urin
g co
nstr
uctio
n re
late
d de
wat
erin
g an
d st
orm
wat
er m
anag
emen
t.
b) P
rovi
de th
eI)
Num
ber
of2)
Wha
t is
the
max
imum
and
ave
rage
flo
w r
ate
of d
isch
arge
(in
cub
ic f
eet p
er s
econ
d, f
t3/s
)? M
ax. f
low
0.1
67
follo
win
gdi
scha
rge
Ave
rage
flow
0. 1
12 Is
max
imum
flow
a d
esig
n va
lue?
Y
info
rmat
ion
poin
ts: 4
For average flow
, inc
lude
the
units
and
app
ropr
iate
not
atio
n if
this
val
ue is
a d
esig
n va
lue
or e
stim
ate
if n
ot a
vaila
ble.
about each
disc
harg
e:
3) L
atitu
de a
nd lo
ngitu
de o
f ea
ch d
isch
arge
with
in 1
00 f
eet:
pt.l
:lon
g.26
8la
t. 42
.469
3; pt.2: long.
1265
lat.
42.4
694
; pt.3
: lon
g.la
t. 42
.469
4
pt.4
:long
.12
57la
t. 42
.469
; pt.5: long.
___
lat.
; pt.6
:long
.___
lat.
___ ;
pt.7: long.
___
lat.
; pt.8
:long
.___
lat.
___ ; e
tc.
4) I
f hy
dros
tatic
test
ing,
tota
l vol
ume
of th
e di
scha
rge
(gal
s):
5) Is
the
disc
harg
e in
term
itten
tor
sea
s:;al
Is d
isch
arge
ong
oing
Yes
N
o c)
Exp
ecte
d da
tes
of d
isch
arge
(m
m/d
d/yy
): s
tart
1010
1108
end
06/3
0/10
d) P
leas
e at
tach
a li
ne d
raw
ing
or f
low
sch
emat
ic s
how
ing
wat
er f
low
thro
ugh
the
faci
lity
incl
udin
g:1.
sou
rces
of
inta
ke w
ater
, 2. c
ontr
ibut
ing
flow
fro
m th
e op
erat
ion
, 3. t
reat
men
t uni
ts, a
nd 4
. dis
char
ge p
oint
s an
d re
ceiv
ing
wat
ers(
s).
Rem
edia
tion
Gen
eral
Per
mit
- N
otic
e of
Inte
nt
3. C
onta
min
ant i
nfor
mat
ion.
In
orde
r to
com
plet
e th
is s
ectio
n, t
he a
pplic
ant w
ill n
eed
to ta
ke a
min
imum
of
one
sam
ple
of th
e un
trea
ted
wat
er a
nd h
ave
it an
alyz
ed f
or a
llof
the
para
met
ers
liste
d in
App
endi
x II
I. H
isto
rica
l dat
a , (
i., d
ata
take
n no
mor
e th
an 2
yea
rs p
rior
to th
e ef
fect
ive
date
of
the
penn
it) m
ay b
e us
ed if
obt
aine
d pu
rsua
nt to
:i.
Mas
sach
uset
ts' r
egul
atio
ns 3
10 C
MR
40.
0000
, the
Mas
sach
uset
ts C
ontin
genc
y Pl
an (
"Cha
pter
2 I
E")
; ii.
New
Ham
p sh
ires
Titl
e 50
RSA
485
-A: W
ater
Pol
lutio
n an
dW
aste
Dis
posa
l or
Titl
e 50
RSA
485
- C: G
roun
dwat
er P
rote
ctio
n A
ct; o
r iii
. an
EP
A p
erm
it ex
clus
ion
lette
r is
sued
pur
suan
t to
40 C
FR 1
22.
, pro
vide
d th
e da
ta w
asan
alyz
ed w
ith te
st m
etho
ds th
at m
eet t
he r
equi
rem
ents
of
this
pen
nie
Oth
erw
ise,
a n
ew s
ampl
e sh
all b
e ta
ken
and
anal
yzed
.
a) B
ased
on
the
anal
ysis
of
the
sam
ple(
s) o
f th
e un
trea
ted
infl
uent
, the
app
lican
t mus
t che
ck th
e bo
x of
the
sub-
cate
gori
es th
at th
e po
tent
ial d
isch
arge
fal
ls w
ithin
.
Gas
olin
e O
nly
VO
C O
nly
Prim
arily
Met
als
Urban Fil
Site
s C
onta
min
ated
Sum
psM
ixed
Con
tam
inan
tsAquifer Testing
Fuel
Oils
(an
dV
OC
with
Oth
erPe
trol
eum
with
Oth
erL
iste
d C
onta
min
ated
Con
tam
inat
edH
ydro
stat
ic T
estin
g of
Wel
l Dev
elop
men
tO
ther
Oils
) on
lyC
onta
min
ants
Co ntamin ants
Site
sDredge Condensates
Pipe
Jine
s/T
ank
sor
Reh
abili
tatio
n
b) B
ased
on
the
anal
ysis
of
the
untr
eate
d in
flue
nt, t
he a
pplic
ant m
ust i
ndic
ate
whe
ther
eac
h lis
ted
chem
ical
is b
elie
ved
pres
ent o
r be
lieve
d ab
sent
in th
e po
tent
ial
disc
harg
e. A
ttach
add
ition
al s
heet
s as
nee
ded.
PAR
ET
ER
Bel
ieve
Bel
ieve
# of
Typ
e of
Ana
lytc
alM
inim
umM
axim
um d
aily
val
ueA
vg. d
aily
val
ueA
bsen
tPr
esen
tSa
mpl
esSa
mpl
eM
etho
dL
evel
(M)
of(1
min
-(e
., g
rab)
Use
dT
est M
etho
dco
ncen
trat
ion
mas
s (k
g)co
ncen
trat
ion
mas
s (k
g)im
um)
(met
hod
#)(u
gl)
(ugl
I)
1. T
otal
Sus
pend
ed S
olid
sG
RA
B25
400
000
-:4
000
-:4
000
2. T
otal
Res
idua
lG
RA
B45
00C
LF
-:50
-:50
Chl
orin
e
3. T
otal
Pet
role
umG
RA
B16
6400
0-:
200
082
-:20
005
5H
ydro
carb
ons
4. C
yani
deG
RA
B33
5.4
009
13.
004
5. Benzene
GR
AB
8260
B-:
0.-:
0.
6. Toluene
GR
AB
8260
B-:
1.-:
1.
7. Ethylbenzene
GR
AB
8260
B-:
1.-:
1.
8. (
mo)
X
ylen
es
GR
AB
8260
B-:
1.-:
1.
9. T
otal
BT
EX
'G
RA
B82
60B
-:3.
-:1.
BT
EX
= S
um o
f B
enze
ne, T
olue
ne, E
thyl
benz
ene,
tota
l Xyl
enes
.
Rem
edia
tion
Gen
eral
Per
mit
- N
otic
e of
Int
ent
PAR
AM
ET
ER
Bel
ieve
Bel
ieve
#of
Typ
e of
Ana
lytic
alM
inim
umM
axim
um d
aily
val
ueA
vg. d
aily
val
ueA
bsen
tPr
esen
tSa
mpl
esSa
mpl
e (e
.g.,
Met
hod
Lev
el (
ML
) of
(1 m
in-
grab
)U
sed
Tes
t Met
hod
conc
entr
atio
nm
ass
(kg)
conc
entr
atio
nm
ass
(kg)
imum
)(m
etho
d #)
(ugl
)(u
g/l)
10. Ethylene Dibromide
GR
AB
8260
B0:
2.0:
2.2-
Dib
rom
o-m
etha
ne)
11.
Met
hyl-
tert
-But
yl
GR
AB
8260
B0:
1.0:
1.E
ther
(M
tBE
)
12. tert-
But
yl
Alc
ohol
G
RA
B82
60B
100
0:20
0:20
(TB
A)
13. tert-
Am
yl
Met
hyl
GR
AB
8260
B0:
2.0:
2.E
ther
(T
AM
)
14. N
apht
hale
neG
RA
B82
60B
0:5.
0:5.
15. Carbon
Tet
ra-
GR
AB
8260
B0:
1.0:
1.ch
lori
de
16. 1
Dic
hlor
oben
zene
G
RA
B82
60B
0:1.
0:1.
17.
Dic
hlor
oben
zene
G
RA
B82
60B
0:1.
0:1.
18. 1,3
Dic
hlor
oben
zene
G
RA
B82
60B
0:1.
0:1.
19.
Dic
hlor
oeth
ane
GR
AB
8260
B0:
1.0:
1.
20. 1
,D
ichl
oroe
than
e G
RA
B82
60B
0:1.
0:1.
21. 1
Dic
hlor
oeth
ylen
e G
RA
B82
60B
0:1.
0:1.
22. c
is-
2 D
ichl
oro-
GR
AB
8260
B00
100
03et
hyle
ne
23.
Dic
hlor
omet
hane
G
RA
B82
60B
0:2.
0:2.
(Met
hyle
ne C
hlor
ide)
24.
Tet
rach
loro
ethy
lene
G
RA
B82
60B
0:1.
0:1.
ED
B is
a g
roun
dwat
er c
onta
inan
t at f
uel s
pil a
nd p
estic
ide
appl
icat
ion
site
s in
New
Eng
land
.
Rem
edia
tion
Gen
eral
Per
mit
- N
otic
e of
Int
ent
PAR
AM
ET
ER
Bel
ieve
Bel
ieve
#of
Type of
Ana
lytic
alM
inim
um L
evel
Max
imum
dai
ly v
alue
Avg
. dai
ly V
alue
Abs
ent
Pres
ent
Sam
ples
Sam
ple
(e.
Met
hod
Use
d(ML) of Test
(1 m
in-
grab
)(m
etho
d #)
Met
hod
conc
entr
atio
nm
ass
(kg)
conc
entr
atio
nm
ass
(kg)
imum
)(u
g/1)
(ug/
l)
25.
Tri
chlo
roet
hane
G
RA
B82
60B
-:1.
-:1.
26. 1
Tri
chlo
roet
hane
G
RA
B82
60B
-:1.
-:1.
27. T
rich
loro
ethy
lene
GR
AB
8260
B00
100
03
28. V
inyl
Chl
orid
eG
RA
B82
60B
-:1.
-:1.
29. A
ceto
neG
RA
B82
60B
-:50
-:50
30. 1
,4 D
ioxa
neG
RA
B82
608
-:25
-:25
31. T
otal
Phe
nols
GR
AB
8270
C-:
1.-:
1.
32.
Pent
achl
orop
heno
l G
RA
B82
70C
-:1.
-:1.
33. Total
Phth
alat
esG
RA
B82
70C
-:2.
-:2.
(phthalate esthers)
34. B
is (
2-E
thyl
hexy
l)P
htha
late
(D
i-G
RA
B82
70C
-:2.
-:2.
(eth
ylhe
xyl)
Pht
hala
te)
35. T
otal
Gro
up I
Pol
ycyc
lic A
rom
atic
Hyd
roca
rbon
s (P
AH
)
a. Benzo(a)
Ant
hrac
ene
GR
AB
8270
C-:
5.-:
5.
b. Benzo(a)
Pyre
ne
GR
AB
8270
C-:
5.-:
5.
c.
Ben
zo(b
)FIu
oran
then
e G
RA
B82
70C
-:5.
-:5.
d. Benzo(k)
Fluo
rant
hene
G
RA
B82
70C
-:5.
-:5.
e. C
hrys
ene
GR
AB
8270
C-:
5.-:
5.
The
sum
of
indi
vidu
al p
htha
late
com
poun
ds.
Rem
edia
tion
Gen
eral
Per
mit
- N
otic
e of
Inte
nt
PAR
AM
ET
ER
Bel
ieve
Bel
ieve
# of
Type of
Ana
lytic
alM
inim
umM
axim
um d
aily
val
ueA
vera
ge d
aily
val
ueA
bsen
tPr
esen
tSa
mpl
esSa
mpl
e (e
.M
etho
d U
sed
Lev
el (
ML
) of
(1 m
in-
grab
)(m
etho
d #)
Tes
t Met
hod
conc
entr
atio
nm
ass
(kg)
conc
entr
atio
nm
ass
(kg)
imum
)(u
g/I)
(ug/
l)
f. D
iben
zo(a
GR
AB
8270
C0:
5.0:
5.an
thra
cene
g.
Inde
nO(1
2,3-
cd)
GR
AB
8270
C0:
5.0:
5.Py
rene
36. T
otal
Gro
up I
IP
olyc
yclic
Aro
mat
icH
ydro
carb
ons
(P A
H)
h. A
cena
phth
ene
GR
AB
8270
C0:
0.0:
0.
i. A
cena
phth
ylen
e G
RA
B82
70C
0:5.
0:5.
j. Anthracene
GR
AB
8270
C0:
5.0:
5.
k. Benzo(ghi)
Pery
lene
-
GR
AB
8270
C0:
5.0:
5.
I. F
luor
anth
ene
GR
AB
8270
C0:
0.0:
0.
m. Fluorene
GR
AB
8270
C0:
5.0:
5.
n. N
apht
hale
ne-
GR
AB
8270
C0:
0.0:
0.
o. P
hena
nthr
ene
GR
AB
8270
C0:
5.0:
5.
p. P
yren
eG
RA
B82
70C
0:5.
0:5.
37. Total
Poly
chlo
rina
ted
GR
AB
8082
0:0.
0:0.
Bip
heny
ls (
PCB
s)
38. A
ntim
ony
GR
AB
6010
B0:
6.0:
6.
39. Arsenic
GR
AB
6010
B0:
1000
40:
1000
3
40. C
adm
ium
GR
AB
6010
B0:
4.00
20:
4.00
1
41. C
hrom
ium
III
GR
AB
6010
B0:
100:
10
42. C
hrom
ium
VI
GR
AB
7196
A0:
0.0:
0.
Rem
edia
tion
Gen
eral
Per
mit
- N
otic
e of
Int
ent
PAR
AM
ET
ER
Bel
ieve
Bel
ieve
#of
Typ
e of
Ana
lytic
alM
inim
umM
axim
um d
aily
val
ueA
vg. d
aily
val
ueA
bsen
tPr
esen
tSa
mpl
esS
ampl
e (e
.g.,
Met
hod
Lev
el (
ML
) of
(1 m
in-
grab
)U
sed
Tes
t Met
hod
conc
entr
atio
nm
ass
(kg)
conc
entr
atio
nm
ass
(kg)
imum
)(m
etho
d #)
(ug/
l)(u
g/!)
43. C
oppe
rG
RA
B60
10B
c:25
010
c:25
007
44. L
ead
GR
AB
6010
Bc:
5.00
2c:
5.00
1
45. M
ercu
ryG
RA
B74
70A
c:0.
c:0.
46. Nickel
GR
AB
6010
Bc:
4001
6c:
4001
1
47. S
elen
ium
GR
AB
6010
Bc:
10
48. S
ilver
GR
AB
6010
B
49. Z
inc
GR
AB
6010
B34
.01
4c:
22.
006
50. I
ron
GR
AB
6010
B14
806
1c:
9902
7
Oth
er (
desc
ribe
):
c) F
or d
isch
arge
s w
here
met
als
are
belie
ved
pres
ent,
ple
ase
fill
out t
he f
ollo
win
g:
Step
1:
Do
any
of th
e m
etal
s in
the
influ
ent h
ave
a re
ason
able
potential to exceed the
If y
es, w
hich
met
als?
As Cd Cu Pb Zn Fe
effu
ent l
imis
in A
ppen
dix
II (
i., the limits set at zero to five dilutions)? Y
Step
2:
For
any
met
als
whi
ch h
ave
reas
onab
le p
oten
tial t
o ex
ceed
the
App
endi
xII
Ilim
its,
Loo
k up
the
limit
calc
ulat
ed a
t the
cor
resp
ondi
ng d
ilutio
n fa
ctor
inca
lcul
ate
the
dilu
tion
fact
or (
DF)
usi
ng th
e fo
rmul
a in
Par
t LA
.c)
(st
ep 2
) of
the
NO
IA
ppen
dix
IV. D
o an
y of
the
met
als
in th
e in
flue
nt h
ave
the
pote
ntia
l to
inst
ruct
ions
or
as d
eter
min
ed b
y th
e St
ate
prio
r to
the
subm
issi
on o
f th
is N
Or.
exce
ed th
e co
rres
pond
ing
effu
ent l
imits
in A
ppen
dix
IV (
Le.
, is
the
Wha
tis th
e di
lutio
n fa
ctor
for
appl
icab
le m
etal
s?in
flue
nt c
once
ntra
tion
abov
e th
e lim
it se
t at t
he c
alcu
late
d di
lutio
nM
etal
s: A
s: 5
00 u
/l; C
d: 1
0 u
/l; C
u: 2
60 u
/L; P
b: 6
6 u
/l; Z
n: 1
,480
u/l;
Fe:
5000 u
fact
or)?
DF:
59.
If "Y
es"
list w
hich
met
als:
Rem
edia
tion
Gen
eral
Per
mit
- N
otic
e of
Int
ent
4. T
reat
men
t sys
tem
info
rmat
ion.
Ple
ase
desc
ribe
the
trea
tmen
t sys
tem
usi
ng s
epar
ate
shee
ts a
s ne
cess
ary,
incl
udin
g:
a) A
des
crip
tion
of th
e tr
eatm
ent s
yste
m, i
nclu
ding
a s
chem
atic
of
the
prop
osed
or
exis
ting
trea
tmen
t sys
tem
:
b) I
dent
ify
each
app
licab
leFr
ac. t
ank.
fA
ir s
trip
per
Oil/water separator
I E
qual
izat
ion
tank
sI Bag
filte
r I GAC filter
trea
tmen
t uni
t (ch
eck
all
that
app
ly):
Chl
orin
atio
nD
echl
orin
atio
nO
ther
(pl
ease
des
crib
e):
c) P
ropo
sed
aver
age
and
max
imum
flo
w r
ates
(ga
llons
per
minute) for the discharge and the design flow rate(s) (gallons per minute) ofthe treatment system:
A v
erag
e flo
w r
ate
of d
isch
arge
50
Max
imum
flo
w r
ate
of tr
eatm
ent s
yste
m 7
5D
esig
n flo
w r
ate
of tr
eatm
ent s
yste
m 7
5
d) A
des
crip
tion
of c
hem
ical
add
itive
s be
ing
used
or
plan
ned
to b
e us
ed (
atta
ch M
SDS
shee
ts):
NA
5. R
ecei
ving
sur
face
wat
er(s
). P
leas
e pr
ovid
e in
form
atio
n ab
out t
he r
ecei
ving
wat
er(s
), u
sing
sep
arat
e sh
eets
as
nece
ssar
y:
a) I
dent
ify
the
disc
harg
e pa
thw
ay:
T D
irec
tI W
ithin
faci
lity
I St
orm
dra
inI
Riv
er/b
roo
I W
etla
nds
lath
er (d
escr
ibe)
:
b) P
rovi
de a
nar
rativ
e de
scri
ptio
n of
the
disc
harg
e pa
thw
ay, i
nclu
ding
the
nam
e(s)
of
the
rece
ivin
g w
ater
s:D
isch
arge
wil
be th
roug
h on
-site
cat
ch b
asin
s to
the
Abe
rjon
a R
iver
or
by s
urfa
ce p
ipe
dire
ct to
Abe
rjona
Riv
er.
c) A
ttach
a d
etai
led
map
(s)
indi
catin
g th
e si
te lo
catio
n an
d lo
catio
n of
the
outfa
ll to
the
rece
ivin
g w
ater
:1.
For
mul
tiple
dis
char
ges,
num
ber
the
disc
harg
es s
eque
ntia
lly.
2. F
or in
dire
ct d
isch
arge
rs, i
ndic
ate
the
loca
tion
of th
e di
scha
rge
to th
e in
dire
ct c
onve
yanc
e an
d th
e di
scha
rge
to s
urfa
ce w
ater
The
map
sho
uld
also
incl
ude
the
loca
tion
and
dist
ance
to th
e ne
ares
t san
itary
sew
er a
s w
ell a
s th
e lo
cus
of n
earb
y se
nsiti
ve r
ecep
tors
(ba
sed
on U
SGS
topo
grap
hica
lm
appi
ng),
suc
h as
sur
face
wat
ers,
dri
nkin
g w
ater
sup
plie
s, a
nd w
etla
nd a
reas
.
d) P
rovi
de th
e st
ate
wat
er q
ualit
y cl
assi
ficat
ion
of th
e re
ceiv
ing
wat
er B
e) P
rovi
de th
e re
port
ed o
r ca
lcul
ated
sev
en d
ay-t
en y
ear
low
flow
(7Q
10)
of t
he r
ecei
ving
wat
erJJ
JL_-
____
_cf
s
Plea
se a
ttach
any
cal
cula
tion
shee
ts u
sed
to s
uppo
rt s
trea
m f
low
and
dilu
tion
calc
ulat
ions
.Section 7
f) I
s th
e re
ceiv
ing
wat
er a
list
ed 3
03(d
) w
ater
qua
lity
impa
ired
or
limite
d w
ater
? Y
esN
o If
yes
, for
whi
ch p
ollu
tant
(s)?
Is th
ere
a T
MD
L?
Yes
No ,/
If y
es, f
or w
hich
pol
luta
nt(s
)?
Rem
edia
tion
Gen
eral
Per
mit
- N
otic
e of
Int
ent
6. R
esul
ts o
f C
onsu
ltatio
n w
ith F
eder
al S
ervi
ces:
Ple
ase
prov
ide
the
follo
win
g in
form
atio
n ac
cord
ing
to r
equi
rem
ents
of
Part
I.B
.4 a
nd A
ppen
dice
s II
and
VII
.
a) A
re a
ny li
sted
thre
aten
ed o
r en
dang
ered
spe
cies
, or
desi
gnat
ed c
ritic
al h
abita
t, in
pro
xim
ity to
the
disc
harg
e? Y
esN
o
Has
any
con
sulta
tion
with
the
fede
ral s
ervi
ces
been
com
plet
ed?
Yes
No-
" or
is c
onsu
ltatio
n un
derw
ay?
Yes
N
oLW
hat w
ere
the
resu
lts o
f the
con
sulta
tion
with
the
U.S
. Fis
h an
d W
ildlif
e Se
rvic
e an
d/or
Nat
iona
l Mar
ine
Fish
erie
s Se
rvic
e (c
heck
one
):a
"no
jeop
ardy
" op
inio
n? _
_or written concurrence
_- on
a f
indi
ng th
at th
e di
scha
rges
are
not
like
ly to
adv
erse
ly a
ffec
t any
end
ange
red
spec
ies
or c
ritic
al h
abita
t?
b) A
re a
ny h
isto
ric
per
ties
liste
d or
elig
ible
for
list
ing
on th
e N
atio
nal R
egis
ter
of H
isto
ric
Plac
es lo
cate
d on
the
faci
lity
or s
ite o
r in
pro
xim
ity to
thj discharge?
Yes
No
Hav
e an
y st
ate
or tr
ibal
his
tori
c pr
eser
vatio
n of
fice
r be
en c
onsu
lted
in th
is d
eter
min
atio
n (M
assa
chus
etts
onl
y)?
Yes
7. S
uppl
emen
tal i
nfor
mat
ion.
:
Plea
se p
rovi
de a
ny s
uppl
emen
tal i
nfor
mat
ion.
Atta
ch a
ny a
naly
tical
dat
a us
ed to
sup
port
the
appl
icat
ion.
Atta
ch a
ny c
ertif
icat
ion(
s) r
equi
red
by th
e ge
nera
l per
mit.
Sup
plem
enta
l inf
orm
atio
n fo
r S
ectio
n 7
is p
rovi
ded
follo
win
g S
ectio
n 8.
8. S
igna
ture
Req
uire
m e
nts:
The
Not
ice
ofIn
tent
mus
t be
sign
ed b
y th
e op
erat
or in
acc
orda
nce
with
the
sign
ator
y re
quir
emen
ts o
f 40
CFR
Sec
tion
122.
, inc
ludi
ng th
e
follo
win
g ce
rtif
icat
ion:
I ce
rtif
y un
der
pena
lty o
f la
w th
at th
is d
ocum
ent a
nd a
ll at
tach
men
ts w
ere
prep
ared
und
er m
y di
rect
ion
or s
uper
visi
on in
acc
orda
nce
with
a s
yste
m d
esig
ned
to a
ssur
ethat qualifed personnel properly gather and evaluate the information submitted. B
ased
on
my
inqu
iry
of th
e pe
rson
or
pers
ons
who
man
age
the
syst
em, o
r th
ose
pers
ons
dire
ctly
res
pons
ible
for
gat
heri
ng th
e in
form
atio
n, I certify that the information submitted
is,
to th
e be
st o
f m
y kn
owle
dge
and
belie
f. tr
ue, a
ccur
ate,
and
com
plet
e. I
cer
tif th
at I
am
aw
are
that
ther
e ar
e si
gnifc
ant p
enal
ties
for
subm
ittin
g fa
lse
info
rmat
ion
, inc
ludi
ng th
e po
ssib
ility
affi
ne a
nd im
pris
onm
ent f
or k
now
ing
viol
atio
ns.
Faci
lty/S
ite N
ame:
62Q
Was
hing
ton
Str
eet
Ope
rato
r si
gnat
ure:
(Win
ches
ter
Hos
pita
l - O
wne
r)/U
/iT
,ed&
flj
Titl
e:
2J//.
z~~~ .L
/77
/Nd-
;:/
..'e;
Dat
e:
Rem
edia
tion
Gen
eral
Per
mit
- N
otic
e of
Int
ent
6. R
esul
ts o
f C
onsu
ltatio
n w
ith F
eder
al S
ervi
ces:
Ple
ase
prov
ide
the
follo
win
g in
form
atio
n ac
cord
ing
to r
equi
rem
ents
of
Part
1.8
.4 a
nd A
ppen
dice
s II
and
VII
.
a) A
re a
ny li
sted
thre
aten
ed o
r en
dang
ered
spe
cies
, or
desi
gnat
ed c
ritic
al h
abita
t, in
pro
xim
ity to
the
disc
harg
e? Y
esN
o
Has
any
con
sulta
tion
with
the
fede
ral s
ervi
ces
been
com
plet
ed?
Yes_- No
or is
con
sulta
tion
unde
IWay
? Y
es
NO
LW
hat w
ere
the
resu
lts o
f the
con
sulta
tion
with
the
U. S
. Fis
h an
d W
ildlif
e Se
rvic
e an
d/or
Nat
iona
l Mar
ine
Fish
erie
s Se
rvic
e (
chec
k on
e):
a "no
jeop
ardy
" op
inio
n? _
or written concurrence
_- on
a f
indi
ng th
at th
e di
scha
rges
are
not
like
ly to
adv
erse
ly a
ffec
t any
end
ange
red
spec
ies
or c
ritic
al h
abita
t?
b) A
re a
ny h
isto
ric
per
ties
liste
d or
elig
ible
for
list
ing
on th
e N
atio
nal R
egis
ter
of H
isto
ric
Plac
es lo
cate
d on
the
faci
lity
or s
ite o
r in
pro
xim
ity to
th.1
dis
char
ge?
Yes
No
Hav
e an
y st
ate
or tr
ibal
his
tori
c pr
eser
vatio
n of
fice
r be
en c
onsu
lted
in th
is d
eter
min
atio
n (M
assa
chus
etts
onl
y)?
Yes
7. S
uppl
emen
tal i
nfor
mat
ion.
:
Plea
se p
rovi
de a
ny s
uppl
emen
tal i
nfor
mat
ion.
Atta
ch a
ny a
naly
tical
dat
a us
ed to
sup
port
the
appl
icat
ion.
Atta
ch a
ny c
ertif
icat
ion(
s) r
equi
red
by th
e ge
nera
l per
mit.
Sup
plem
enta
l inf
orm
atio
n fo
r S
ectio
n 7
is p
rovi
ded
follo
win
g S
ectio
n 8.
8. S
igna
ture
Req
uire
m e
nts:
The
Not
ice
ofIn
tent
mus
t be
sign
ed b
y th
e op
erat
or in
acc
orda
nce
with
the
sign
ator
y re
quir
emen
ts o
f 40
CFR
Sec
tion
122.
, inc
ludi
ng th
efo
llow
ing
cert
ific
atio
n:
I ce
rtif
y un
der
pena
lty o
f la
w th
at th
is d
ocum
ent a
nd a
ll at
tach
men
ts w
ere
prep
ared
und
er m
y di
rect
ion
or s
uper
visi
on in
acc
orda
nce
with
a s
yste
m d
esig
ned
to a
ssur
eth
at q
ualif
ed p
erso
nnel
pro
perl
y ga
ther
and
eva
luat
e th
e in
form
atio
n su
bmite
d. B
ased
on
my
inqu
iry
of th
e pe
rson
or
pers
ons
who
man
age
the
syst
em, o
r th
ose
pers
ons
dire
ctly
res
pons
ible
for
gat
heri
ng th
e in
form
atio
n, I
cer
tifY
that
the
info
rmat
ion
subm
itted
is, t
o th
e be
st o
f m
y kn
owle
dge
and
belie
f, tr
ue, a
ccur
ate,
and
com
plet
e. I
cer
tif th
at I
am
aw
are
that
ther
e ar
e si
gnif
cant
pen
altie
s fo
r su
bmiti
ng f
alse
info
rmat
ion,
incl
udin
g th
e po
ssib
ility
off
ine
and
impr
ison
men
t for
kno
win
gvi
olat
ions
.
Faci
lity/
Site
Nam
e:62
0 W
ashi
ngto
n S
tree
t
Ope
rato
r si
gnat
ure:
(A. J
. Mar
tini -
Ope
rato
r)
D.l.
cdC
J;( of bJ
1lc.
Titl
e:
Dat
e:
Rem
edia
tion
Gen
eral
Per
mit
- N
otic
e of
Int
ent
Sect
ion
7: S
uppl
emen
tal I
nfor
mat
ion
Not
es: #1 The
follo
win
g co
mpo
unds
are
con
tam
inan
ts o
f co
ncer
n at
the
Site
but
wer
e no
t det
ecte
d in
the
sam
ples
col
lect
ed to
sup
port
this
RG
P N
OI;
tota
l sus
pend
edso
lids,
tota
l pet
role
um h
ydro
carb
ons,
ars
enic
, cad
miu
m, c
oppe
r, le
ad, a
nd n
icke
l. W
e ha
ve id
entif
ied
thes
e co
mpo
unds
as
"bel
ieve
d pr
esen
t" a
nd to
cal
cula
te
the
Max
imum
and
Ave
rage
Dai
ly V
alue
s fo
r th
ese
com
poun
ds w
e us
ed th
e as
soci
ated
labo
rato
ry r
epor
ting
requ
irem
ent o
r m
etho
d de
tect
ion
limit.
#2. T
he la
bora
tory
rep
ortin
g lim
its fo
r to
tal p
heno
ls, p
enta
chlo
roph
enol
, tot
al p
htha
late
s, a
cena
phth
ene,
flu
oran
then
e, a
nd n
apht
hale
ne e
xcee
d th
e E
P A
Min
imum
Lev
el a
nd in
thes
e ca
ses
we
have
inst
ead
repo
rted
the
labo
rato
ry m
etho
d de
tect
ion
limit
in th
e ta
ble
in S
ectio
n 3.
#3. M
axim
um D
aily
Val
ues
wer
e ca
lcul
ated
for
com
poun
ds "
belie
ved
pres
ent"
usi
ng th
e es
timat
ed m
axim
um d
isch
arge
flo
w r
ate
(75
gpm
(0.
167
cfs)
) an
d th
em
axim
um c
onta
min
ant c
once
ntra
tion.
#4. Average Daily Values were ca
lcul
ated
for
com
poun
ds "
belie
ved
pres
ent"
usi
ng th
e es
timat
ed a
vera
ge d
isch
arge
flo
w r
ate
(50
gpm
(0.
112
cfs)
) an
d th
e av
erag
eco
ntai
nant
con
cent
ratio
n.
#5. T
he d
ilutio
n fa
ctor
(D
F)
has
been calculated as follows: DF = (Qd + Qs)
Qd
whe
re Q
d is
the
max
imum
flo
w r
ate
of th
e di
scha
rge
in c
fs (
0.16
725)
, and
whe
re
Qs
is th
e m
inim
um f
low
for
7 c
onse
cutiv
e da
ys w
ith a
rec
urre
nce
inte
rval
of
10 y
ears
(7Q
I0 =
9.8
cfs
- s
ee #
6 be
low
for
info
rmat
ion
on th
e 7Q
10 v
alue
).T
here
fore
, DF
= (
0.16
725
cfs
+ 9
.8 cfs)
1672
5 =
59.
59. T
he D
F w
as th
en c
ompa
red
to A
ppen
dix
IV o
f th
e R
GP
NO
! en
title
d, "
Tot
al R
ecov
erab
le M
etal
sL
imita
tions
(ug
/1)
at S
elec
ted
Dilu
tion
Fact
or R
ange
s an
d T
echn
olog
y B
ased
Cei
ling
Lim
itatio
ns f
or F
acili
ties
Loc
ated
in M
assa
chus
etts
(fo
r di
scha
rges
tofr
eshw
ater
at H
= 5
0 m
gfL
)" to
est
ablis
h th
e di
scha
rge
limit
for
the
appl
icab
le m
etal
s. A
ppen
dix
IV is
atta
ched
.
#6. T
he 7
QI0
Val
ue fo
r th
e receiving water body was obtained online from the USGS
(http
://w
ater
data
.usg
s.go
v/m
a/nw
is/c
urre
nt/?
h-pe
=fl
ow).
The
7Q
I0 v
alue
prov
ided
(9.8 cfs), is for the Aberjona River in Winchester. The value is co
nser
vativ
e as
the
USG
S st
ream
gau
ge is
loca
ted
appr
oxim
atel
y 2
mile
sdo
wns
trea
m f
rom
the
proj
ect S
ite.
#7. D
eter
min
atio
n th
at n
o lis
ted
spec
ies
or c
ritic
al h
abita
t are
in p
roxi
mity
to th
e pr
ojec
t site
and
dis
char
ge lo
catio
n w
as m
ade
thro
ugh
the
follo
win
g st
eps:
A r
evie
w o
f th
e N
atio
nal H
erita
ge a
nd E
ndan
gere
d Sp
ecie
s Pr
ogra
m
, "
Rar
e Sp
ecie
s O
ccur
renc
e" li
st f
or W
inch
este
r(w
ww
.m
ass
.gov
df
wel
e/nh
esp
A review of the list of Areas of Critical Environmental Concern (ACEC)
ND = Not detected MDL - Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates ana1yte found in associated method blankE = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
ND = Not detected MDL - Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blanE = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
ND = Not detected MOL - Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blankE = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
ND = Not detected MDL - Method Detection Limit 1 = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blankE = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
B = Indicates analyte found in associated method blanN = Indicates presumptive evidence of a compound
.I! 1 of 83gAcgM73438 ,,,".0 ".". "
Accutest LabLink 84541 16: 53 11-Jun-2008
Report of Analysis Page 1 of 1
Client Sample ID: 044788-RWG- I02Lab Sample ID: M73438- Date Sampled: 05/14/08Matrix: AQ - Ground Water Date Received: 05/15/08Method: SW846 8082 SW8463510C Percent Solids: n/aProject: Washington Street Winchester MA
File ID Analyzed Prep Date Prep Batch Analytical BatchRun #1 a BB19283. 06107/08 06106/08 OP15924 GBB796Run #2 BB19149. 05/30108 OS/21/08 OP15807 GBB792
