North Carver Landfill, North Carver, MA, MAG910448 … · North Carver Landfill Groundwater ......
Transcript of North Carver Landfill, North Carver, MA, MAG910448 … · North Carver Landfill Groundwater ......
ONE ROBERTS ROAD PLYMOUTH, MASSACHUSETTS 02360 (508) 747-7900 PHONE (508) 747-3658 FAX 25 BIRCH STREET, BLDG. B, MILFORD, MASSACHUSETTS 01757 (508) 478-1276 PHONE (508) 478-1498 FAX
WWW.NORFOLKRAM.COM
December 8, 2010 Via Electronic ([email protected]) & Overnight Mail U.S. Environmental Protection Agency 5 Post Office Square, Suite 100 Mail Code OEP06-4 Boston, Massachusetts 02109-3912 Attn: Remediation General Permit NOI Processing Re: Re-Application for Coverage under the 2010 Remediation General Permit
North Carver Landfill Groundwater Treatment Response Action Remediation System Off Green Street at Route 44 North Carver, Massachusetts DEP RTN 4-0000268 Authorization #MAG910448 Norfolk Ref. No. 656.6.1
To the Agency: On behalf of the Town of Carver, Massachusetts, Norfolk Ram Group, LLC (Norfolk) has prepared this Notice of Intent (NOI) for Remediation General Permit (RGP) for the North Carver Landfill Groundwater Treatment Response Action Remediation System (GWTS) attached in Attachment A. The NOI was prepared consistent with Appendix V of the U.S. Environmental Protection Agency’s (EPA) Remediation General Permit Under the National Pollutant Discharge Elimination System (NPDES) for Discharges in Massachusetts, Massachusetts General Permit, Permit No. MAG910000. The Town of Carver owns and operates this treatment system for which a NOI was authorized in March 2010 for the discharge of treated groundwater. The NOI replaced an original NPDES temporary permit exclusion letter under which historical discharges have been permitted. The Town requests authorization for continued discharge under the provisions of the 2010 RGP. Pursuant to Section B(1)(a) of Appendix V, since the GWTS is subject to 310 CMR 40.0000, the Massachusetts Contingency Plan (MCP), there is no requirement to submit state application form BWPWM12 to the Massachusetts Department of Environmental Protection (DEP). However, a copy of the NOI will be provided to the DEP.
APPENDIX A
NOTICE OF INTENT FOR REMEDIATION GENERAL PERMIT
NPD
ES P
erm
it N
o. M
AG
9100
00
NPD
ES P
erm
it N
o. N
HG
9100
00
Rem
edia
tion
Gen
eral
Per
mit
Pa
ge 1
0 of
22
A
ppen
dix
V -
NO
I
B. S
ugge
sted
For
m fo
r N
otic
e of
Inte
nt (N
OI)
for
the
Rem
edia
tion
Gen
eral
Per
mit
1. G
ener
al fa
cilit
y/si
te in
form
atio
n. P
leas
e pr
ovid
e th
e fo
llow
ing
info
rmat
ion
abou
t the
site
:
a) N
ame
of fa
cilit
y/si
te:
Faci
lity/
site
mai
ling
addr
ess:
Loca
tion
of fa
cilit
y/si
te:
long
itude
:___
____
____
____
latit
ude:
____
____
____
___
Faci
lity
SIC
co
de(s
):St
reet
:
b) N
ame
of fa
cilit
y/si
te o
wne
r:To
wn:
Emai
l add
ress
of f
acili
ty/s
ite o
wne
r:
Tele
phon
e no
. of f
acili
ty/s
ite o
wne
r:
Stat
e:Zi
p:C
ount
y:
Fax
no. o
f fac
ility
/site
ow
ner:
Add
ress
of o
wne
r (if
diff
eren
t fro
m si
te):
Ow
ner
is (c
heck
one
): 1.
Fed
eral
____
2. S
tate
/Trib
al__
__
3. P
rivat
e___
_ 4.
Oth
er _
___
if so
, des
crib
e:
Stre
et:
Tow
n:St
ate:
Zip:
Cou
nty:
Ope
rato
r te
leph
one
no:
c) L
egal
nam
e of
ope
rato
r:
Ope
rato
r fa
x no
.: O
pera
tor
emai
l:
Ope
rato
r co
ntac
t nam
e an
d tit
le:
Add
ress
of o
pera
tor
(if d
iffer
ent f
rom
ow
ner)
:St
reet
:
Tow
n:St
ate:
Zip:
Cou
nty:
Municipality
NORT
HCA
RVER
LANDFILL
OFF
GRE
ENSTRE
ETATPL
YMOUTH
STRE
ET(aka
OLD
RTE44
)NORT
HCA
RVER
,MA
4953
41D55
70D47
NORT
HCA
RVER
richa
rd.lafond
@carverma.org
MA
0233
0PL
YMOUTH
50886
6-34
00
50886
6-42
13
108MAIN
STRE
ET
CARV
ERMA
0233
0PL
YMOUTH
NORF
OLK
RAM
GRO
UP,LLC
50874
7-79
00
50874
736
58mba
rtlett@no
rfolkram
.com
MARK
S.BA
RTLETT,P.E.,PR
ESIDEN
T
ONERO
BERT
SRO
AD
PLYM
OUTH
MA
0236
0PL
YMOUTH
NPD
ES P
erm
it N
o. M
AG
9100
00
NPD
ES P
erm
it N
o. N
HG
9100
00
Rem
edia
tion
Gen
eral
Per
mit
Pa
ge 1
1 of
22
A
ppen
dix
V -
NO
I
d) C
heck
Y fo
r Aye
s@ o
r N fo
r Ano@ f
or th
e fo
llow
ing:
1.
Has
a p
rior N
PDES
per
mit
excl
usio
n be
en g
rant
ed fo
r the
dis
char
ge?
Y__
_ N
___,
if Y
, num
ber:_
____
____
____
____
2.
Has
a p
rior N
PDES
app
licat
ion
(For
m 1
& 2
C) e
ver b
een
filed
for t
he d
isch
arge
?
Y__
_ N
___,
if Y
, dat
e an
d tra
ckin
g #:
____
____
____
____
____
____
____
____
____
____
____
____
____
____
____
____
__
3. Is
the
disc
harg
e a
“new
dis
char
ge”
as d
efin
ed b
y 40
CFR
122
.2?
Y__
_ N
___
4. F
or si
tes i
n M
assa
chus
etts
, is t
he d
isch
arge
cov
ered
und
er th
e M
assa
chus
etts
Con
tinge
ncy
Plan
(MC
P) a
nd e
xem
pt fr
om st
ate
perm
ittin
g? Y
___
N__
_
e) Is
site
/faci
lity
subj
ect t
o an
y St
ate
perm
ittin
g, li
cens
e,
or o
ther
act
ion
whi
ch is
cau
sing
the
gene
ratio
n of
di
scha
rge?
Y__
_ N
___
If Y
, ple
ase
list:
1. si
te id
entif
icat
ion
# as
sign
ed b
y th
e st
ate
of N
H o
r M
A:_
____
____
____
____
____
____
____
____
____
____
2. p
erm
it or
lice
nse
# as
sign
ed:_
____
____
____
____
___
3. st
ate
agen
cy c
onta
ct in
form
atio
n: n
ame,
loca
tion,
and
te
leph
one
num
ber:
f) Is
the
site
/faci
lity
cove
red
by a
ny o
ther
EPA
per
mit,
incl
udin
g:
1. M
ulti-
Sect
or G
ener
al P
erm
it? Y
___
N__
_,
if
Y, n
umbe
r:___
____
____
____
2.
Fin
al D
ewat
erin
g G
ener
al P
erm
it? Y
___
N__
_,
if
Y, n
umbe
r:___
____
____
____
_ 3.
EPA
Con
stru
ctio
n G
ener
al P
erm
it? Y
___
N__
_,
i
f Y, n
umbe
r: __
____
____
____
_ 4.
Indi
vidu
al N
PDES
per
mit?
Y__
_ N
___,
if Y
, num
ber:_
____
____
____
5.
any
oth
er w
ater
qua
lity
rela
ted
indi
vidu
al o
r gen
eral
per
mit?
Y__
_
N__
_, if
Y, n
umbe
r:___
____
____
___
g) Is
the
site
/faci
lity
loca
ted
with
in o
r doe
s it d
isch
arge
to a
n A
rea
of C
ritic
al E
nviro
nmen
tal C
once
rn (A
CEC
)? Y
____
N__
__
h) B
ased
on
the
faci
lity/
site
info
rmat
ion
and
any
hist
oric
al sa
mpl
ing
data
, ide
ntify
the
sub-
cate
gory
into
whi
ch th
e po
tent
ial
disc
harg
e fa
lls.
Act
ivity
Cat
egor
y A
ctiv
ity S
ub-C
ateg
ory
I - P
etro
leum
Rel
ated
Site
Rem
edia
tion
A.
Gas
olin
e O
nly
Site
s ___
_ B
. Fu
el O
ils a
nd O
ther
Oil
Site
s (in
clud
ing
Res
iden
tial N
on-B
usin
ess
Rem
edia
tion
Dis
char
ges)
___
_
C
. Pe
trole
um S
ites w
ith A
dditi
onal
Con
tam
inat
ion
____
II -
Non
Pet
role
um S
ite R
emed
iatio
n
A
. V
olat
ile O
rgan
ic C
ompo
und
(VO
C) O
nly
Site
s ___
__
B.
VO
C S
ites w
ith A
dditi
onal
Con
tam
inat
ion
____
C
. Pr
imar
ily H
eavy
Met
al S
ites _
___
III -
Con
tam
inat
ed C
onst
ruct
ion
Dew
ater
ing
A.
Gen
eral
Urb
an F
ill S
ites _
___
B.
Kno
wn
Con
tam
inat
ed S
ites _
___
??
4-00
0026
8
MADEP
ART
MEN
TOFEN
VIRO
NMEN
TALPR
OTECT
ION
BWSC
,20RIVE
RSIDEDRIVE
LAKE
VILLE,MA02
346
(508
)946
-270
0
NPD
ES P
erm
it N
o. M
AG
9100
00
NPD
ES P
erm
it N
o. N
HG
9100
00
Rem
edia
tion
Gen
eral
Per
mit
Pa
ge 1
2 of
22
A
ppen
dix
V -
NO
I
IV -
Mis
cella
neou
s Rel
ated
Dis
char
ges
A.
Aqu
ifer P
ump
Test
ing
to E
valu
ate
Form
erly
Con
tam
inat
ed S
ites _
___
B.
Wel
l Dev
elop
men
t/Reh
abili
tatio
n at
Con
tam
inat
ed/F
orm
erly
C
onta
min
ated
Site
s ___
_ C
. H
ydro
stat
ic T
estin
g of
Pip
elin
es a
nd T
anks
___
_ D
. Lo
ng-T
erm
Rem
edia
tion
of C
onta
min
ated
Sum
ps a
nd D
ikes
___
_ E.
Sho
rt-te
rm C
onta
min
ated
Dre
dgin
g D
rain
Bac
k W
ater
s (if
not c
over
ed
by 4
01/4
04 p
erm
it) _
___
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 n
eces
sary
) inc
ludi
ng:
a) D
escr
ibe
the
disc
harg
e ac
tiviti
es fo
r whi
ch th
e ow
ner/a
pplic
ant i
s see
king
cov
erag
e:
b) P
rovi
de th
e fo
llow
ing
info
rmat
ion
abou
t eac
h di
scha
rge:
1) N
umbe
r of d
isch
arge
po
ints
:2)
Wha
t is t
he m
axim
um a
nd a
vera
ge fl
ow r
ate
of d
isch
arge
(in
cubi
c fe
et p
er se
cond
, ft3 /s
)?
Max
. flo
w__
____
____
__ Is
max
imum
flow
a d
esig
n va
lue?
Y__
_ N
____
A
vera
ge fl
ow (i
nclu
de u
nits
) ___
____
___
Is a
vera
ge fl
ow a
des
ign
valu
e or
est
imat
e? _
____
____
3) L
atitu
de a
nd lo
ngitu
de o
f eac
h di
scha
rge
with
in 1
00 fe
et:
pt.1
: lat
.___
____
____
__ lo
ng._
____
____
____
; pt
.2: l
at._
____
____
____
long
.___
____
____
__;
pt.3
: lat
.___
____
____
__ lo
ng._
____
____
____
; pt
.4: l
at._
____
____
____
long
.___
____
____
__;
pt.5
: lat
.___
____
____
__ lo
ng._
____
____
____
; pt
.6: l
at._
____
____
____
long
.___
____
____
__;
pt.7
: lat
.___
____
____
__ lo
ng._
____
____
____
; pt
.8: l
at._
____
____
____
long
.___
____
____
__;
etc
.
4) If
hyd
rost
atic
test
ing,
to
tal v
olum
e of
the
disc
harg
e (g
als)
:___
____
__
5) Is
the
disc
harg
e in
term
itten
t ___
_ or
seas
onal
____
?
Is d
isch
arge
ong
oing
? Y
___
_
N__
____
c) E
xpec
ted
date
s of d
isch
arge
(mm
/dd/
yy):
star
t___
____
____
__ e
nd__
____
____
____
___
d) P
leas
e at
tach
a li
ne d
raw
ing
or fl
ow sc
hem
atic
show
ing
wat
er fl
ow th
roug
h th
e fa
cilit
y in
clud
ing:
1.
sour
ces o
f int
ake
wat
er, 2
. con
tribu
ting
flow
from
the
oper
atio
n, 3
. tre
atm
ent u
nits
, and
4. d
isch
arge
poi
nts a
nd re
ceiv
ing
wat
ers(
s).
Unknown
DISCH
ARG
EOFTR
EATEDGRO
UNDWATERFR
OM
ANAIRSTRIPP
ERRE
MED
IATIONSY
STEM
TOASU
RFACE
WATERBO
DY.
THISWORK
ISBE
ING
CONDUCT
EDASANIM
MED
IATE
RESP
ONSE
ACT
IONPE
R31
0CM
R40
.000
0ANDPE
RANADMINISTR
ATIVE
CONSENTORD
ERFR
OM
THEMADEP
.
10.12
0.07
ft3/s
ESTIMATE
Feb22
,199
4
41D55
70D47
SEEFIGURE
3
NPD
ES P
erm
it N
o. M
AG
9100
00
NPD
ES P
erm
it N
o. N
HG
9100
00
Rem
edia
tion
Gen
eral
Per
mit
Pa
ge 1
3 of
22
A
ppen
dix
V -
NO
I
3. C
onta
min
ant i
nfor
mat
ion.
a) B
ased
on
the
sub-
cate
gory
sele
cted
(see
App
endi
x II
I), i
ndic
ate
whe
ther
eac
h lis
ted
chem
ical
is b
elie
ved
pres
ent o
r bel
ieve
d ab
sent
in th
e po
tent
ial d
isch
arge
. A
ttach
add
ition
al sh
eets
as n
eede
d.
Max
imum
dai
ly v
alue
Ave
rage
dai
ly v
alue
Para
met
er *
CA
S N
umbe
rB
elie
ved
Abs
ent
Bel
ieve
d Pr
esen
t#
of
Sam
ples
Sam
ple
Typ
e (e
.g.,
grab
)
Ana
lytic
al
Met
hod
Use
d(m
etho
d #)
Min
imum
Lev
el
(ML)
of
Tes
tM
etho
d
conc
entr
atio
n (u
g/l)
mas
s(k
g)co
ncen
trat
ion
(ug/
l)m
ass
(kg)
1. T
otal
Sus
pend
ed
Solid
s (TS
S)
2. T
otal
Res
idua
l C
hlor
ine
(TR
C)
3.
Tot
al P
etro
leum
H
ydro
carb
ons (
TPH
)
4.
Cya
nide
(CN
) 57
125
5. B
enze
ne (B
) 71
432
6. T
olue
ne (T
) 10
8883
7.
Eth
ylbe
nzen
e (E
) 10
0414
8.
(m
,p,o
) Xyl
enes
(X)
1088
83;
1064
23;
9547
6;
1330
207
9. T
otal
BTE
X 2
n/a
10. E
thyl
ene
Dib
rom
ide
(ED
B) (
1,2-
D
ibro
moe
than
e) 3
1069
34
11. M
ethy
l-ter
t-But
yl
Ethe
r (M
tBE)
16
3404
4
12
. ter
t-But
yl A
lcoh
ol
(TB
A)
(Ter
tiary
-But
anol
) 75
650
*N
umbe
ring
syst
em is
pro
vide
d to
allo
w c
ross
-refe
renc
ing
to E
fflu
ent L
imits
and
Mon
itorin
g R
equi
rem
ents
by
Sub-
Cat
egor
y in
clud
ed in
App
endi
x II
I, as
wel
l as t
he
Test
Met
hods
and
Min
imum
Lev
els a
ssoc
iate
d w
ith e
ach
para
met
er p
rovi
ded
in A
ppen
dix
VI.
2 BTE
X =
Sum
of B
enze
ne, T
olue
ne, E
thyl
benz
ene,
tota
l Xyl
enes
. 3 E
DB
is a
gro
undw
ater
con
tam
inan
t at f
uel s
pill
and
pest
icid
e ap
plic
atio
n si
tes i
n N
ew E
ngla
nd.
8grab
SM25
40D
5000
1200
019
65
8grab
SM45
00CI
G10
304.9
8grab
EPA80
1570
011
4
8grab
EPA90
12A
203.3
8grab
EPA82
60B
21
0.16
8grab
EPA82
60B
2
8grab
EPA82
60B
2
8grab
EPA82
60B
4
8grab
EPA82
60B
21
0.16
1 8grab
EPA82
60B
103
0.49
1
NPD
ES P
erm
it N
o. M
AG
9100
00
NPD
ES P
erm
it N
o. N
HG
9100
00
Rem
edia
tion
Gen
eral
Per
mit
Pa
ge 1
4 of
22
A
ppen
dix
V -
NO
I
Max
imum
dai
ly v
alue
Ave
rage
dai
ly v
alue
Para
met
er *
CA
S N
umbe
rB
elie
ved
Abs
ent
Bel
ieve
d Pr
esen
t#
of
Sam
ples
Sam
ple
Typ
e (e
.g.,
grab
)
Ana
lytic
al
Met
hod
Use
d(m
etho
d #)
Min
imum
Lev
el
(ML)
of
Tes
tM
etho
d
conc
entr
atio
n (u
g/l)
mas
s(k
g)co
ncen
trat
ion
(ug/
l)m
ass
(kg)
13. t
ert-A
myl
Met
hyl
Ethe
r (TA
ME)
99
4050
8
14
. Nap
htha
lene
91
203
15. C
arbo
n Te
trach
lorid
e 56
235
16. 1
,2 D
ichl
orob
enze
ne
(o-D
CB
) 95
501
17. 1
,3 D
ichl
orob
enze
ne
(m-D
CB
) 54
1731
18
. 1,4
Dic
hlor
oben
zene
(p
-DC
B)
1064
67
18a.
Tot
al
dich
loro
benz
ene
19
. 1,1
Dic
hlor
oeth
ane
(DC
A)
7534
3
20
. 1,2
Dic
hlor
oeth
ane
(DC
A)
1070
62
21. 1
,1 D
ichl
oroe
then
e (D
CE)
75
354
22. c
is-1
,2 D
ichl
oroe
then
e (D
CE)
15
6592
23
. Met
hyle
ne C
hlor
ide
7509
2
24
. Tet
rach
loro
ethe
ne
(PC
E)12
7184
25
. 1,1
,1 T
richl
oro-
etha
ne
(TC
A)
7155
6
26
. 1,1
,2 T
richl
oro-
etha
ne
(TC
A)
7900
5
27
. Tric
hlor
oeth
ene
(TC
E)79
016
1 1 8grab
EPA82
60B
5
1grab
EPA82
60B
5
1grab
EPA82
60B
5
1grab
EPA82
60B
5
1 8grab
EPA82
60B
5
8grab
EPA82
60B
5
8grab
EPA82
60B
5
8grab
EPA82
605
203.3
8grab
EPA82
605
8grab
EPA82
605
50.82
8grab
EPA82
605
8grab
EPA82
605
8grab
EPA82
605
20.33
NPD
ES P
erm
it N
o. M
AG
9100
00
NPD
ES P
erm
it N
o. N
HG
9100
00
Rem
edia
tion
Gen
eral
Per
mit
Pa
ge 1
5 of
22
A
ppen
dix
V -
NO
I
Max
imum
dai
ly v
alue
Ave
rage
dai
ly v
alue
Para
met
er *
CA
S N
umbe
rB
elie
ved
Abs
ent
Bel
ieve
d Pr
esen
t#
of
Sam
ples
Sam
ple
Typ
e (e
.g.,
grab
)
Ana
lytic
al
Met
hod
Use
d(m
etho
d #)
Min
imum
Lev
el
(ML)
of
Tes
tM
etho
d
conc
entr
atio
n (u
g/l)
mas
s(k
g)co
ncen
trat
ion
(ug/
l)m
ass
(kg)
28. V
inyl
Chl
orid
e (C
hlor
oeth
ene)
75
014
29. A
ceto
ne
6764
1
30
. 1,4
Dio
xane
12
3911
31
. Tot
al P
heno
ls
1089
52
32. P
enta
chlo
roph
enol
(P
CP)
8786
5
33
. Tot
al P
htha
late
s (P
htha
late
est
ers)
4
34
. Bis
(2-E
thyl
hexy
l) Ph
thal
ate
[Di-
(eth
ylhe
xyl)
Phth
alat
e]
1178
17
35.
Tota
l Gro
up I
Poly
cycl
ic A
rom
atic
H
ydro
carb
ons (
PAH
)
a.
Ben
zo(a
) Ant
hrac
ene
5655
3
b.
Ben
zo(a
) Pyr
ene
5032
8
c.
Ben
zo(b
)Flu
oran
then
e
2059
92
d. B
enzo
(k)F
luor
anth
ene
2070
89
e. C
hrys
ene
2180
1
f.
Dib
enzo
(a,h
)ant
hrac
ene
5370
3
g.
Inde
no(1
,2,3
-cd)
Py
rene
19
3395
36
. Tot
al G
roup
II
Poly
cycl
ic A
rom
atic
H
ydro
carb
ons (
PAH
)
4Th
e su
m o
f ind
ivid
ual p
htha
late
com
poun
ds.
8grab
EPA82
60B
511
1.8
8grab
EPA82
60B
50
1 1 1 1 1 1 1 1 1 1 1 1 1 1
NPD
ES P
erm
it N
o. M
AG
9100
00
NPD
ES P
erm
it N
o. N
HG
9100
00
Rem
edia
tion
Gen
eral
Per
mit
Pa
ge 1
6 of
22
A
ppen
dix
V -
NO
I
Max
imum
dai
ly v
alue
Ave
rage
dai
ly v
alue
Para
met
er *
CA
S N
umbe
rB
elie
ved
Abs
ent
Bel
ieve
d Pr
esen
t#
of
Sam
ples
Sam
ple
Typ
e (e
.g.,
grab
)
Ana
lytic
al
Met
hod
Use
d(m
etho
d #)
Min
imum
Lev
el
(ML)
of
Tes
tM
etho
d
conc
entr
atio
n (u
g/l)
mas
s(k
g)co
ncen
trat
ion
(ug/
l)m
ass
(kg)
h. A
cena
phth
ene
83
329
i. A
cena
phth
ylen
e 20
8968
j.
Ant
hrac
ene
1201
27
k. B
enzo
(ghi
) Per
ylen
e 19
1242
l.
Fluo
rant
hene
20
6440
m
. Fl
uore
ne
8673
7
n.
Nap
htha
lene
91
203
o. P
hena
nthr
ene
8501
8
p.
Pyr
ene
1290
00
37. T
otal
Pol
ychl
orin
ated
B
iphe
nyls
(PC
Bs)
8568
7;
8474
2;
1178
40;
8466
2;
1311
13;
1178
17.
38. C
hlor
ide
1688
7006
39
. A
ntim
ony
7440
360
40.
Ars
enic
7440
382
41.
Cad
miu
m
7440
439
42.
Chr
omiu
m II
I (tr
ival
ent)
1606
5831
43
. C
hrom
ium
VI
(hex
aval
ent)
18
5402
99
44.
Cop
per
74
4050
8
45
. Le
ad
74
3992
1
46
. M
ercu
ry
7439
976
47.
Nic
kel
74
4002
0
48
. Se
leni
um
7782
492
49.
Silv
er
74
4022
4
50
. Zi
nc
7440
666
51.
Iron
7439
896
Oth
er (d
escr
ibe)
:
1 11 1 1 1 1 1 1 1 8grab
EPA90
5641
000
6714
1 1grab
EPA20
0.8
1
1EP
A20
0.7
10
8grab
EPA60
10B
1543
7.0
1grab
EPA20
0.8
0.2
1grab
EPA24
5.1
0.2
1grab
EPA20
0.7
20
1grab
EPA20
0.8
2
1grab
EPA20
0.7
10
1grab
EPA20
0.7
1560
9.8
1grab
EPA60
10B
2040
066
1EP
A20
0.7
15 151
EPA20
0.7
NPD
ES P
erm
it N
o. M
AG
9100
00
NPD
ES P
erm
it N
o. N
HG
9100
00
Rem
edia
tion
Gen
eral
Per
mit
Pa
ge 1
7 of
22
A
ppen
dix
V -
NO
I
Max
imum
dai
ly v
alue
Ave
rage
dai
ly v
alue
Para
met
er *
CA
S N
umbe
rB
elie
ved
Abs
ent
Bel
ieve
d Pr
esen
t#
of
Sam
ples
Sam
ple
Typ
e (e
.g.,
grab
)
Ana
lytic
al
Met
hod
Use
d(m
etho
d #)
Min
imum
Lev
el
(ML)
of
Tes
tM
etho
d
conc
entr
atio
n (u
g/l)
mas
s(k
g)co
ncen
trat
ion
(ug/
l)m
ass
(kg)
b) F
or d
isch
arge
s whe
re m
etal
s are
bel
ieve
d pr
esen
t, pl
ease
fill
out t
he fo
llow
ing
(atta
ch re
sults
of a
ny c
alcu
latio
ns):
Step
1: D
o an
y of
the
met
als i
n th
e in
fluen
t exc
eed
the
efflu
ent l
imits
in
App
endi
x II
I (i.e
., th
e lim
its se
t at z
ero
dilu
tion)
? Y
____
N__
__
If y
es, w
hich
met
als?
Step
2: F
or a
ny m
etal
s whi
ch e
xcee
d th
e A
ppen
dix
III l
imits
, cal
cula
te th
e di
lutio
n fa
ctor
(DF)
usi
ng th
e fo
rmul
a in
Par
t I.A
.3.c
(ste
p 2)
of t
he N
OI
inst
ruct
ions
or a
s det
erm
ined
by
the
Stat
e pr
ior t
o th
e su
bmis
sion
of t
his N
OI.
Wha
t is t
he d
ilutio
n fa
ctor
for a
pplic
able
met
als?
M
etal
:___
____
____
____
____
__D
F:__
____
Met
al:_
____
____
____
____
____
DF:
____
__M
etal
:___
____
____
____
____
__D
F:__
____
Met
al:_
____
____
____
____
____
DF:
____
__Et
c.
Look
up
the
limit
calc
ulat
ed a
t the
cor
resp
ondi
ng d
ilutio
n fa
ctor
in A
ppen
dix
IV.
Do
any
of th
e m
etal
s in
the
influ
ent h
ave
the
pote
ntia
l to
exce
ed th
e co
rres
pond
ing
efflu
ent l
imits
in A
ppen
dix
IV (i
.e.,
is th
e in
fluen
t co
ncen
tratio
n ab
ove
the
limit
set a
t the
cal
cula
ted
dilu
tion
fact
or)?
Y
____
N__
__
If Y
, lis
t whi
ch m
etal
s:
4. T
reat
men
t sys
tem
info
rmat
ion.
Ple
ase
desc
ribe
the
treat
men
t sys
tem
usi
ng se
para
te sh
eets
as n
eces
sary
, inc
ludi
ng:
a)A
des
crip
tion
of th
e tre
atm
ent s
yste
m, i
nclu
ding
a sc
hem
atic
of t
he p
ropo
sed
or e
xist
ing
treat
men
t sys
tem
:
Frac
. tan
k A
ir st
rippe
r O
il/w
ater
sepa
rato
r Eq
ualiz
atio
n ta
nks
Bag
filte
r G
AC
filte
r b)
Iden
tify
each
ap
plic
able
trea
tmen
t un
it (c
heck
all
that
ap
ply)
:C
hlor
inat
ion
De-
chlo
rinat
ion
Oth
er (p
leas
e de
scrib
e):
Thetreatm
entsystem
consistsof
five6-inch
recovery
wellsoriented
inalin
epe
rpen
diculartogrou
ndwater
flow.The
wellsspan
210feet,are
approx
imately30
feet
deep
andscreen
edov
erthebo
ttom
25feet.Extracted
grou
ndwater
ispipe
dfrom
each
welltoaman
ifold
inside
aconc
rete
build
ing,throug
haba
gfiltera
ndinto
a1,00
0-ga
lequ
alizationtank
.From
thetank
,the
water
ispu
mpe
dto
thetopof
anairstrippe
rtow
erfilledwith
50cubicfeet
ofplastic
med
ia.A
blow
erforces
airu
pthroug
hthemed
iaas
thewater
cascad
esdo
wnstrip
ping
volatilecompo
unds
which
areoff-g
assedinto
theatmosph
ere.Th
etreatedwater
isdischa
rged
toasurface
water
body
.
Chlorin
etabletsaremaintaine
din
each
oftherecovery
wellsto
redu
ceiro
nfouling.
NPD
ES P
erm
it N
o. M
AG
9100
00
NPD
ES P
erm
it N
o. N
HG
9100
00
Rem
edia
tion
Gen
eral
Per
mit
Pa
ge 1
8 of
22
A
ppen
dix
V -
NO
I
c) P
ropo
sed
aver
age
and
max
imum
flow
rat
es (g
allo
ns p
er m
inut
e) fo
r the
dis
char
ge a
nd th
e de
sign
flow
rat
e(s)
(gal
lons
per
min
ute)
of
the
treat
men
t sys
tem
: A
vera
ge fl
ow ra
te o
f dis
char
ge__
____
____
gpm
M
axim
um fl
ow ra
te o
f tre
atm
ent s
yste
m _
____
____
__ g
pm
Des
ign
flow
rate
of t
reat
men
t sys
tem
___
____
____
gpm
d) A
des
crip
tion
of c
hem
ical
add
itive
s bei
ng u
sed
or p
lann
ed to
be
used
(atta
ch M
SDS
shee
ts):
5. R
ecei
ving
surf
ace
wat
er(s
). P
leas
e pr
ovid
e in
form
atio
n ab
out t
he re
ceiv
ing
wat
er(s
), us
ing
sepa
rate
shee
ts a
s nec
essa
ry:
a) Id
entif
y th
e di
scha
rge
path
way
: D
irect
to
rece
ivin
gw
ater
____
_
With
in fa
cilit
y (s
ewer
) ___
_ St
orm
dr
ain_
___
Wet
land
s ___
_ O
ther
(des
crib
e):
____
____
____
____
____
____
__
b) P
rovi
de a
nar
rativ
e de
scrip
tion
of th
e di
scha
rge
path
way
, inc
ludi
ng th
e na
me(
s) o
f the
rece
ivin
g w
ater
s:
c) A
ttach
a d
etai
led
map
(s) i
ndic
atin
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. F
or m
ultip
le d
isch
arge
s, nu
mbe
r the
dis
char
ges s
eque
ntia
lly.
2.
For
indi
rect
dis
char
gers
, ind
icat
e th
e lo
catio
n of
the
disc
harg
e to
the
indi
rect
con
veya
nce
and
the
disc
harg
e to
surf
ace
wat
erTh
e m
ap sh
ould
als
o in
clud
e th
e lo
catio
n an
d di
stan
ce to
the
near
est s
anita
ry se
wer
as w
ell a
s the
locu
s of n
earb
y se
nsiti
ve re
cept
ors (
base
d on
USG
S to
pogr
aphi
cal m
appi
ng),
such
as s
urfa
ce w
ater
s, dr
inki
ng w
ater
supp
lies,
and
wet
land
are
as.
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__
____
_
e) P
rovi
de th
e re
porte
d or
cal
cula
ted
seve
n da
y-te
n ye
ar lo
w fl
ow (7
Q10
) of t
he re
ceiv
ing
wat
er _
____
____
____
____
____
____
cfs
Plea
se a
ttach
any
cal
cula
tion
shee
ts u
sed
to su
ppor
t stre
am fl
ow a
nd d
ilutio
n ca
lcul
atio
ns.
f) Is
the
rece
ivin
g w
ater
a li
sted
303
(d) w
ater
qua
lity
impa
ired
or li
mite
d w
ater
? Y
____
N__
__ If
yes
, for
whi
ch p
ollu
tant
(s)?
____
____
____
____
____
____
____
____
____
____
____
____
____
____
____
____
____
____
____
____
____
____
____
____
____
____
____
__Is
ther
e a
final
TM
DL?
Y__
__ N
____
If y
es, f
or w
hich
pol
luta
nt(s
)? _
____
____
____
____
____
____
____
____
____
____
____
____
____
_
3050
25to
50
Chlorin
etabletsaremaintaine
din
each
oftherecovery
wellsto
redu
ceiro
nfouling;an
d1:1ph
osph
orus
sequ
esterin
gag
enta
read
dedto
influ
enttoredu
ceiro
nfouling.
WETLA
NDDITCH
Disch
arge
from
theairstrippe
rtow
erisdirectlyinto
awetland
ditchwhich
flowswesta
pproximately25
0feet
andconv
erge
swith
Mud
dyPo
ndBroo
k.
B
0.27
6
NPD
ES P
erm
it N
o. M
AG
9100
00
NPD
ES P
erm
it N
o. N
HG
9100
00
Rem
edia
tion
Gen
eral
Per
mit
Pa
ge 1
9 of
22
A
ppen
dix
V -
NO
I
6. E
SA a
nd N
HPA
Elig
ibili
ty.
Plea
se p
rovi
de th
e fo
llow
ing
info
rmat
ion
acco
rdin
g to
requ
irem
ents
of P
erm
it Pa
rts I.
A.4
and
I.A
.5 A
ppen
dice
s II a
nd V
II.
a) U
sing
the
inst
ruct
ions
in A
ppen
dix
VII
and
info
rmat
ion
on A
ppen
dix
II, u
nder
whi
ch c
riter
ion
liste
d in
Par
t I.C
are
you
elig
ible
for
cove
rage
und
er th
is g
ener
al p
erm
it?
A _
___
B _
___
C _
___
D _
___
E __
__ F
___
_b)
If y
ou se
lect
ed C
riter
ion
D o
r F, h
as c
onsu
ltatio
n w
ith th
e fe
dera
l ser
vice
s bee
n co
mpl
eted
? Y
____
N__
__ U
nder
way
____
c) I
f con
sulta
tion
with
U.S
. Fis
h an
d W
ildlif
e Se
rvic
e an
d/or
NO
AA
Fis
herie
s Ser
vice
was
com
plet
ed, w
as a
writ
ten
conc
urre
nce
findi
ngth
at th
e di
scha
rge
is “
not l
ikel
y to
adv
erse
ly a
ffec
t” li
sted
spec
ies o
r crit
ical
hab
itat r
ecei
ved?
Y__
__ N
____
d) A
ttach
doc
umen
tatio
n of
ESA
elig
ibili
ty a
s des
crib
ed in
the
NO
I ins
truct
ions
and
requ
ired
by A
ppen
dix
VII
, Par
t I.C
, Ste
p 4.
e) U
sing
the
inst
ruct
ions
in A
ppen
dix
VII
, und
er w
hich
crit
erio
n lis
ted
in P
art I
I.C a
re y
ou e
ligib
le fo
r cov
erag
e un
der t
his g
ener
al p
erm
it?
1 _
___
2 __
__ 3
___
_f)
If C
riter
ion
3 w
as se
lect
ed, a
ttach
all
writ
ten
corr
espo
nden
ce w
ith th
e St
ate
or T
ribal
his
toric
pre
serv
atio
n of
ficer
s, in
clud
ing
any
term
s an
d co
nditi
ons t
hat o
utlin
e m
easu
res t
he a
pplic
ant m
ust f
ollo
w to
miti
gate
or p
reve
nt a
dver
se e
ffec
ts d
ue to
act
iviti
es re
gula
ted
by th
e R
GP.
7. S
uppl
emen
tal i
nfor
mat
ion.
Plea
se p
rovi
de a
ny su
pple
men
tal i
nfor
mat
ion.
Atta
ch a
ny a
naly
tical
dat
a us
ed to
supp
ort t
he a
pplic
atio
n. A
ttach
any
cer
tific
atio
n(s)
requ
ired
by th
e ge
nera
l per
mit.
Nostream
flowda
taisavailableforthe
discha
rgewetland
ditchor
Mud
dyPo
ndBroo
k.Norfolkestim
ated
a7Q
10forthe
Mud
dyPo
ndBroo
kba
sedup
onthe7Q
10for
theWinne
tuxetR
iver
asrepo
rted
bytheUSG
Sin
WRIR84
-428
3.Th
ewatershed
forthe
broo
kwas
estim
ated
tobe
32.5millionsqua
refeet
(1.165
squa
remiles).A
naverag
evo
lumeof
0.15
3millionga
llons
perd
aype
rsqu
aremile
was
calculated
forthe
Winne
tuxetR
iver
subb
asin
from
data
publishe
din
theUSG
Srepo
rtHA-460
.Using
theseda
ta,the
estim
ated
7Q10
forthe
Mud
dyPo
ndBroo
kis0.27
6cubicfeet
persecon
das
indicatedin
5eab
ove.
APPENDIX B
FIGURES AND MSDS
N
Figure 1 Site Locus Map
North Carver Landfill Treatment System North Carver, Massachusetts
Source: USGS Topographic, Plympton Quad, 1977 Scale: 1 = 25,000 Contour Interval = 10 feet
SITE
½ MILE
500 FEET