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I I . I I FILE COP Y (BCM] BCM Engineers Engineers, Planners , Sc ientists and Laboratory Services One Plymouth Meet ing Plymouth Meeting, PA 19462 (215) 825·3800 March 23, 1990 Ms. Lynne Fratus Rhode Island Superfund Sect ion U.S. Environmental Protect ion Agency Region 1 John F. Kennedy Federal Building (Mail Code HSV CAN3) Boston, Massachusettes 02203-2211 Subject: Western Sand and Gravel Site Groundwater Feasibility Study BCM Project No. 00-4907-27 Dear Ms. Fratus: On behalf of our client, Olin Corporation, please find enclosed for your review and approval the alternative screening results and 1ist of alter - natives for detailed review for the above subject site. Very truly yours, Roy C. Peterson, P. E. Project Manager /cs 05800 Enclosures cc: W. Angell, Rhode Island R. McCaleb, Olin S. Helbig , BCM ----------Int egrity and Qual ity si nce 1 890----------
11

March 23, 1990 Ms. Lynne Fratus Rhode Island Superfund ... · Boston, Massachusettes 02203-2211 . Subject: Western Sand and Gravel Site Groundwater Feasibility Study BCM Project No.

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Page 1: March 23, 1990 Ms. Lynne Fratus Rhode Island Superfund ... · Boston, Massachusettes 02203-2211 . Subject: Western Sand and Gravel Site Groundwater Feasibility Study BCM Project No.

I

I . I I

FILE COP Y(BCM] BCM Engineers Engineers, Planners, Scientists and Laboratory Services

One Plymouth Meeting • Plymouth Meeting, PA 19462 • (215) 825·3800

March 23, 1990

Ms. Lynne Fratus Rhode Island Superfund Sect ion U.S. Environmental Protect ion AgencyRegion 1 John F. Kennedy Federal Building(Mail Code HSV CAN3)Boston, Massachusettes 02203-2211

Subject: Western Sand and Gravel Site Groundwater Feasibility StudyBCM Project No. 00-4907-27

Dear Ms. Fratus:

On behalf of our client, Olin Corporation, please find enclosed for yourreview and approval the alternative screening results and 1ist of alter ­natives for detailed review for the above subject site.

Very truly yours,

Roy C. Peterson, P. E. Project Manager

/cs 05800 Enclosures cc: W. Angell, Rhode Island

R. McCaleb, Olin S. Helbig, BCM

----------Integrity and Quality since 1890---------­

Page 2: March 23, 1990 Ms. Lynne Fratus Rhode Island Superfund ... · Boston, Massachusettes 02203-2211 . Subject: Western Sand and Gravel Site Groundwater Feasibility Study BCM Project No.

I II I

cf

(E30V1) OLIN WESTERN SAND AND GRAVEL SITE

FEASIBILITY STUDY ALTERNATIVES FOR DETAILED ANALYSIS

1. No further action. groundwater monitoring.

2. Use restrictions for future residences. groundwater monitoring.

3. A 1 ternate water supp1y for future residences. groundwater monitoring.

4. Groundwater collection <extraction wells>. onsite treatment <solids removal/precipitaton. biological. stripping. carbon adsorption>. discharge to local surface water. groundwater monitoring. use restrictions/alternate water supply.

5. Groundwater collection <extraction wells>. onsite treatment (solids removal/precipitation. biological. stripping. carbon adsorption).. discharge to groundwater <injection wells>. groundwater monitoring. use restrictions/alternate water supply.

6. Groundwater collection <extraction wells>. ons1te treatment (solids removal/precipitation. biological. stripping. carbon adsorption>. discharge to local POTH. groundwater

·monitoring. use restrictions/alternate water supply.

7. Groundwater collection <extraction wells>. offsite treatment (local POTH), groundwater monitoring. use restrictions/alternative water supply.

/0315v

Page 3: March 23, 1990 Ms. Lynne Fratus Rhode Island Superfund ... · Boston, Massachusettes 02203-2211 . Subject: Western Sand and Gravel Site Groundwater Feasibility Study BCM Project No.

Alt

ernA

tive

ALTE

RNAT

IVE

1 -

No F

urth

er

Act

ion,

Gro

und.

ater

Mon

itor

ing

Gro

undw

ater

Mon

itor

ing

u OL

IN W

ESTE

RN S

AND

AND

GRAV

EL S

ITE

SCRE

ENIN

G OF

ALT

ERNA

TIVE

S

Eff

ecti

vene

ss

-R

esto

res

cont

alri

nate

d gr

ound

wat

er

-by

nat

ural

att

enu

atio

n o

ver

ti.e

. (S

ourc

e co

ntro

l re

mov

al

acti

ons

have

bee

n il

!lpl

et~e

nted

.)

Bas

ed o

n ac

tion

s ta

ken

to d

ate

(tre

atM

ent

prov

ided

to

exis

tin

g u

sers

) an

d ri

sk a

sses

s .. n

t in

fonm

atio

n,

ther

e is

no

exis

tin

g h~,

an

i.al,

or

envi

ron .

. nta

l ex

posu

re; ho~ver,

the

po

ten

tial

fo

r ex

posu

re t

o

futu

re g

roun

d.at

er u

sers

re.

ain

s.

-P

rovi

des long-te~ ef

fect

ive­

ness

and

pe~ence an

d re

duce

s to

xic

ity

thr

ough

nA

tura

l at

ten

u.t

ion

.

I liP

let~entabi 1

i ty

Sin

ce n

o ac

tion

wou

ld

be

perf

onae

d th

is a

lter

nat

ive

is i

aplet~entable.

-Is

eff

ecti

ve

in .

anit

ori

ng

co

nta.

rinA

nt .a~nt

and

degr

AdA

tion.

-It

is

tech

nic

ally

fea

sib

le

-W

ells

ex

ist

that

cou

ld b

e us

ed

for

.an

ito

rin

g a

nd a

ddit

iona

l ~lls (i

f re

quir

ed)

coul

d be

co

nstr

ucte

d w

ithi

n sh

ort

ten

n.

to u

se e

xis

tin

g w

ells

or

cons

truc

t ne

w w

ells

(a

s ne

cess

ary)

fo

r gr

ound

wat

er

mon

itor

ing

un

til

natu

ral

atte

nu

atio

n r

emov

es

the

con

ta.i

nan

ts.

No a

d•i

nis

­tr

ativ

e ap

prov

als

are

re­

quir

ed t

o us

e ex

isti

ng

wel

ls,

cons

truc

t ne

w w

ells

or

perf

onn

long-te~ .a

nit

ori

ng

.

Cos

t

No c

ost

s in

volv

ed

for

no

furt

her

ac

tio

n

Est

illl

ilte

; M

oder

ate

wit

h gr

ound

­w

ater

BJn

i­to

rin

g

Mon

itor

ing

cost

s ar

e th

e sa

.e

for

all

al

tern

ativ

es

Est

illl

ilte

: M

oder

ate

Sta

te

Acc

epta

nce

Hay

be

ac

cept

able

Acc

epta

ble

1Hod

erat

e co

st r

ange

is

esti

.ate

d t

o b

e $1

00,0

00

to $

1,00

0,00

0

(480

6y)

mlO

::>:ii

H

:iiA

IJ.Y

HJ.

SIN

lHO

Y

'l:iiA

Yllf

> O

ml

ON

YS

N

H:ii

J.S

:iiM

Co

-..n

ity

A

ccep

tanc

e

Hay

be

acce

ptab

le

Acc

epta

ble

Sta

tus

Ret

aine

d piW

IJ!

DU

IIq

lUtw

noop

llf

l !O

~lll'lnb

1

&'fl

Ol

enp

11 ll

'&

OilO

U

lllf

l U

'llfl

J'811

0 "1

881

II

a81W

I WU~

ll(~

~I

:3:>

1lO

N

----

---

·\,

----

Page 4: March 23, 1990 Ms. Lynne Fratus Rhode Island Superfund ... · Boston, Massachusettes 02203-2211 . Subject: Western Sand and Gravel Site Groundwater Feasibility Study BCM Project No.

Alt

erna

tive

ALTE

RNAT

IVE

2 -

Use

-

Res

tric

tio

ns

for

futu

re

Res

iden

ces,

Grou~ter

Hon

itor

ing

(See

Alt

ern-

ativ

e 1

for

Gro

undw

.ter

Mon

itori

ng E

valu

atio

n)

- -G

eed

Res

tric

tio

ns

-

Zon

ing

Res

tric

tio

ns

-

Wel

l U

se A

dvis

orie

s -

R.est

rict

ion

s on

In

divi

dual

-

Sew

er D

ispo

sal

Sys

t ..

Pen~its

Acq

uisi

tion

of

Pro

pert

y -

or

Gro

undw

ater

Rig

hts

( )

OLIN

WES

TERN

SN

il N

llJ

GRAV

EL S

ITE

SCRE

ENIN

G O

f Al

TERN

ATIV

ES

Eff

ecti

vene

ss

I-,1

.-en

tab

ilit

y

Res

tore

s co

ntal

rina

ted

grou

ndw

ater

-

I-,l

llll

nta

ble

b~natural

atte

nuat

ion

over

ti-

..

( ur

ce c

ontr

ol

r181

dial

ac

tion

s ha

ve b

een

i-,1

-nte

d.)

B

ased

on

acti

ons

take

n to

dat

e (t

reat-

.nt

prov

ided

to

exis

tin

g u

sers

) an

d ri

sk a

sses

s-.n

t in

foru

tio

n,

ther

e is

no

exis

tin

g h

uu

n,

ani.

al,

or

envi

ron-

.nta

l ex

posu

re.

With

eff

ecti

ve

use

rest

rict

ion

s,

po

ten

tial

fu

ture

use

rs w

ould

be

pr

otec

ted

and

ACL

req

uir

-nts

fo

r ex

posu

re e

li•i

nat

ion

uy

be

-.t.

R

educ

es

tox

icit

y t

hrou

gh

natu

ral

atte

nu

atio

n.

Shou

ld b

e ef

fect

ive.

-

Oep

ends

on

coop

erat

ion

of

prop

erty

ow

ners

and

con

-ti

nued

fut

ure

i.,l

.-.n

tati

on

.

Shou

ld b

e ef

fect

ive.

-

Dep

ends

on

coop

erat

ion

of

propert~owners

and

loca

l zo

ning

ar

d.

Non

-enf

orce

able

; th

eref

ore

, -

Dep

ends

on.

coo

pera

tion

of

effe

ctiv

enes

s is

que

stio

nabl

e.

loca

l P

ubli

c H

ealt

h D

ept.

Shou

ld b

e ef

fect

ive

to r

est

rict

-D

epen

ds o

n co

oper

atio

n o

f th

ese

pen1

its

and

thus

pro

pert

y re

sid

enti

al

use;

ho

wev

er,

if

per

.itt

ing

age

ncy.

futu

re o

wne

rs d

o no

t ap

ply

for

pen~it,

wil

l no

t be

eff

ecti

ve.

Doe

s pr

ovid

e long-ten~ ef

fec-

-D

epen

ds o

n co

oper

atio

n o

f ti

vene

ss a

nd

per

un

ence

. pr

oper

ty o

wne

rs.

Sta

te

Cos

t A

ccep

tanc

e

Est

iute

: H

ay b

e H

oder

ate

acce

ptab

le

Dep

ends

on

Hay

be

require~~ents

of o

wne

rs

acce

ptab

le

Est

lute

: lo

w

Dep

ends

on

Hay

be

requiret~~~nts

acce

ptab

le

of

owne

rs

Est

i.at

e:

low

Est

iute

: H

ay b

e N

o11i

nal

acce

ptab

le

Cos

t

Est

iute

: H

ay b

e N

011i

nal

acce

ptab

le

Cos

t

Dep

ends

on

Hay

be

req

uir

..en

ts

acce

ptab

le

of

owne

rs

Est

iute

: lo

w t

o 11

0der

ate

llow

cos

t ra

nge

is e

sti.

ated

to

be

$10,

000

to $

100,

000

......_

OH0~3H 3AI~YH~SINJHOY

'l3A

YH

D O

NY

ON

YS NH3~S3M

)

Co

-..n

ity

A

ccep

tanc

.e S

tatu

s

Hay

be

Ret

aine

d ac

cept

able

Hay

be

acce

ptab

le

Hay

be

acce

ptab

le

Hay

be

acce

ptab

le

Hay

be

acce

ptab

le

Hay

be

acce

ptab

le

p8W

IJJ

DU

IIq

:a,u

ewno

op e

q:a, J

O ~t

:a.n

enb

eq:a,

0~ '

enp

81 ~

~ 'IO

I!J.O

U

'1'1!1.

uaq

:a, J

88

JO

sae1

11

e6aw

1 W

IIJ eq~ J

l =3

0UO

N

----

---

'!,

----

Page 5: March 23, 1990 Ms. Lynne Fratus Rhode Island Superfund ... · Boston, Massachusettes 02203-2211 . Subject: Western Sand and Gravel Site Groundwater Feasibility Study BCM Project No.

Alt

erna

tive

ALTE

RNAT

IVE

3 -

Alt

ern

ativ

e W

ater

Sup

ply

For

Fut

ure

Res

iden

ces,

G

roun

dwat

er

Mon

itor

ing

(See

Alt

erna

tive

1 f

or

Gro

und.

ater

Mon

itor

ing

Eva

luat

ion)

Wel

l H

ead

Tre

at..

nt

Ext

ensi

on o

f Ne

w Su

pply

Te.

pora

ry O

nsit

e Su

pply

OLIN

WES

TERN

SAN

D AN

D GR

AVEL

SIT

E SC

REEN

ING

OF A

LTER

NATI

VES

Eff

ecti

vene

ss

Impl~ntability

-R

esto

res

cont

alri

nate

d gr

ound

wat

er

-I~l~ntable

by n

atur

al

atte

nu

atio

n o

ver

ti.e

. (S

ourc

e co

ntro

l r.

-.d

ial

acti

on

s ha

ve b

een

impl~nted.)

Bas

ed o

n ac

tion

s ta

ken

to d

ate

(tre

at.e

nt

prov

ided

to

ex

isti

n9

use

rs)

and

RA

info

n.a

tio

n,

ther

e 1s

no

exis

tin

g

hu.a

n,

ani.

al,

or

envi

ron.

enta

l ex

posu

re.

-W

ith a

lter

nat

ive

wat

er s

uppl

y,

futu

re u

sers

wou

ld b

e pr

otec

ted

and

ACL requir~nts

for

expo

sure

eli

•i­

nati

on .

. y b

e .. t.

-

Pro

vide

s lo

ng

-ten

. ef

fect

iven

ess

and

pen.

anen

ce.

-R

educ

es

tox

icit

y t

hrou

gh

natu

ral

atte

nu

atio

n.

-K

as b

een

prov

en t

o b

e ef

fect

ive

at

exis

tin

g r

esid

ence

s af

fect

ed

by c

onta

lrin

ant

plu .

..

-O

oes ..

et

ARAR

s fo

r dr

inki

ng

wat

er.

-Ca

n be

eff

ecti

ve

for

long

ten

a.

-Ca

n be

i~le-.nted

in a

sh

ort

te

na.

-Is

eff

ecti

ve

tech

nolo

gy f

or

.ate

r su

pply

. -

Doe

s .. et

ARAR

s fo

r dr

inki

ng

wat

er.

-Is

eff

ecti

ve

for

long

ten

a.

-Is

eff

ecti

ve

tech

nolo

gy f

or

.ate

r su

pply

. -

Doe

s ..

et

ARAR

s fo

r dr

inki

ng w

ater

. -

Is e

ffec

tiv

e fo

r lo

ng t

ena.

-

Can

be i~le-.nted

in s

ho

rt

tena

.

-Is

tec

hn

ical

ly f

easi

ble

. -

Dep

ends

on

coop

erat

ion

of

prop

erty

ow

ner.

-K

ay r

equi

re a

ppro

val

fro

• lo

cal

Pub

lic

Hea

lth

Dep

t.

-Is

tec

hn

ical

ly f

easi

ble

be

caus

e ne

w s

uppl

y sy

stem

de

sign

all

ows

for

user

ex

pans

ion.

-

Dep

ends

on

loca

l su

pply

sy

stem

ad

•in

istr

ativ

e ap

prov

al.

-Is

tec

hn

ical

ly f

easi

ble

.

. C

ost

Est

i .. t

e:

Mod

erat

e

Cos

t de

pen­

dent

on

nullb

er o

f fu

ture

resi

­de

nces

p

ote

nti

ally

af

fect

ed

Est

imat

e:

Low

Cos

t de

pen­

dent

on

nullb

er o

f fu

ture

resi

­de

nces

p

ote

nti

ally

af

fect

ed

Est

imat

e:

low

Cos

t de

pen­

dent

on

nullb

er o

f fu

ture

resi

­de

nces

p

ote

nti

ally

af

fect

ed

Est

imat

e:

low

Sta

te

Acc

epta

nce

Kay

be

acce

ptab

le

Acc

epta

ble

Kay

be

acce

ptab

le

Kay

be

acce

ptab

le

90

0'lO

S

OH0~3H 3AI~YH~SINIHOY

'l3A

YH

D O

NY

ON

YS NH3~S3M

Co

-..n

ity

A

ccep

tanc

e

) Sta

tus

Hay

be

Ret

aine

d ac

cept

able

Acc

epta

ble

Hay

be

acce

ptab

le

Kay

be

acce

ptab

le

:I

p8W

J ~uewno~p ~~~ ~o

~~~ 0~

enp

IJ ~

~ '80J~OU

IJ~~ U'l~~

J'18J

O

888J

IJ

88

'1W

J WJJ~ ~~~ ~ =

30U

ON

----

---

----

Page 6: March 23, 1990 Ms. Lynne Fratus Rhode Island Superfund ... · Boston, Massachusettes 02203-2211 . Subject: Western Sand and Gravel Site Groundwater Feasibility Study BCM Project No.

• A

lter

nati

ve

ALTE

RNAT

IVE

4 -

Gro

undw

ater

C

olle

ctio

n (E

xtra

ctio

n W

ells

), D

irec

t D

isch

arge

to

loc

al

Sur

face

Wat

er,

Gro

und.

ater

~nitoring,

Use

Res

tric

tio

ns/

A

lter

nate

Wat

er S

uppl

y (S

ee A

lter

nati

ves

1,

2,

and

3 E

valu

atio

ns)

Col

lect

ion

With

Ext

ract

ion

Wel

ls

Dis

char

ge t

o lo

cal

Sur

face

W

ater

L)

OLIN

WES

TERN

SAN

D AN

D GR

AVEL

SIT

E SC

REEN

ING

OF A

LTER

NATI

VES

Eff

ecti

vene

ss

Impl~ntability

Cos

t

-R

esto

res

cont

a.in

ated

gro

undw

ater

-

Impl~ntable.

by p~ing an

d di

scha

rgin

g to

lo

cal

surf

ace

.ate

r, t

here

by

Est

illi

lte:

M

oder

ate

redu

cing

ti8

f fr

a.e

for

rest

ora

tio

n.

-P

rovi

des

long

-ten

n ef

fect

ive­

ness

and

pen

nane

nce.

-

Red

uces

to

xic

ity

in

gro

undw

ater

.

-Is

eff

ecti

ve

in re~ving

cont

aain

ants

fro

• gr

ound

. -

Can

be i

.pl-

nte

d w

ithi

n sh

ort

ti~

fraa

e.

-N

ot e

xpec

ted

to ~et st

ate

disc

harg

e AR

ARs

wit

hout

treat~nt.

-Is

tec

hn

ical

ly f

easi

ble

. E

stil

lilt

e:

-D

epen

ds o

n co

oper

atio

n of

M

oder

ate

prop

erty

ow

ners

whe

re w

ells

to

be

site

d.

-Is

tec

hn

ical

ly f

easi

ble

. E

sti.

ate:

-

Wou

ld

requ

ire

stat

e ap

prov

al.

low

Sta

te

Acc

epta

nce

Hay

be

acce

ptab

le

Acc

epta

ble

Hay

be

acce

ptab

le

1 Sig

nifi

canc

e of

ti.

e r

educ

tion

to

be e

valu

ated

in

det

aile

d a

nal

ysi

s.

90

010

8

QH

O:)

SH

S

AI.

L Y

'H.L

SIN

JWC

IY

'lSA

Y'H

f>

QN

Y

QN

YS

N

HS

.LS

SM

Con

nuni

ty

Acc

epta

nce CJ

Sta

tus

Hay

be

Rej

ecte

d ac

cept

able

Acc

epta

ble

Hay

be

acce

ptab

le

pewn~

DuJe

q :a

,uew

noop

eq:a

, ~o

.<:a,u

'Bnb

eq:a.

o:a.

enp

8[ :a

.1 •eo

1:a.ou

8J

lf:a. U

'Blf:a

. J'88

JO 8

88J

8J

e6'8W

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q:a. ~

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Page 7: March 23, 1990 Ms. Lynne Fratus Rhode Island Superfund ... · Boston, Massachusettes 02203-2211 . Subject: Western Sand and Gravel Site Groundwater Feasibility Study BCM Project No.

u OL

IN W

ESTE

RN S

AND

AND

GRAV

EL

SITE

SC

REEN

ING

OF A

LTER

NATI

VES

Alt

erna

tIve

E

ffec

tive

ness

Il

lpl-

nta

bil

ity

ALTE

RNAT

IVE

5 -Ground~ter C

ol-

-P

rovi

des

acti

ve

rest

ora

tio

n o

f -

I~~p

le.e

ntab

le.

lect

ion

(E

xtra

ctio

n W

ells

),

cont

a.in

ated

ground~ter an

d O

nsi t

e T

reat

.en

t (S

ol id

s tr

eat.

ent

pri

or

to d

isch

arge

, R

..o

val

/Pre

cip

itat

ion

, th

ereb

y re

duci

ng t

illl

! fo

r B

iolo

gica

l, A

ir S

trip

-re

sto

rati

on

and

lll

!eti

ng d

isch

arge

pi

ng,

Car

bon

Ads

orpt

ion)

, cri

teri

a.

Tre

at..

nt

tech

nolo

gies

O

isch

arge

to

Loc

al

Sur

face

ar

e ef

fect

ive

for

r..o

val

of

wat

er, Ground~ter ft

oni-

spec

ific

con

ta.i

nant

s an

d u

y

tori

ng

, U

se R

estr

icti

on

s/

have

to

be

ca.b

ined

to

.. e

t A

lter

nate

wat

er S

uppl

y di

scha

rge

cri

teri

a.

(see

Alt

erna

tive

s 1,

-

Red

uces

to

xic

ity

in

ground~ter.

2, 3

and

4 E

valu

atio

ns)

-P

rovi

des

lon

g-t

en.

effe

ctiv

e-

Sol

id R

e.ov

al/P

reci

pita

tion

Bio

logi

cal

Tre

at-.

nt

Air

Str

ippi

ng

Car

bon

Ads

orpt

ion

ness

and

per

unen

ce.

-Is

eff

ecti

ve

for

re.o

val

of

.eta

l co

nta.

inan

ts o

r su

spen

ded

soli

ds.

-

Doe

s no

t re

mov

e v

ola

tile

or

seei

-vo

lati

le c

onta

.rin

ants

. -

Can

be c

onst

ruct

ed a

nd e

ffec

tiv

e in

sh

ort

-ten

a ti

..

peri

od.

-N

ot e

ffec

tiv

e fo

r re

.ova

l of

v

ola

tile

and

see

i-v

ola

tile

co

nta

.in

ants

.

-Is

eff

ecti

ve

for

re.o

val

of

vo

lati

le c

on

ta.i

nan

ts.

-Ca

n be

con

stru

cted

and

eff

ecti

ve

in s

ho

rt t

en.

ti-.

per

iod.

-Is

eff

ecti

ve

for

reno

val

of

vo

lati

le a

nd

seei

-vo

lati

le

con

ta.i

nan

ts.

-C

an b

e co

nstr

ucte

d an

d ef

fect

ive.

1Hig

h co

st r

ange

is

est

iute

d t

o be

$1,

000,

000

to $

5,00

0,00

0

-Is

tec

hn

ical

ly f

easi

ble

. -

R..o

ved

soli

ds

disp

osal

.ay

be

aff

ecte

d by

lan

d ba

n.

-N

ot

tech

nic

ally

fea

sib

le

to c

onst

ruct

fo

r th

is

app

lica

tio

n.

-Is

tec

hn

ical

ly f

easi

ble

. -

Shou

ld l

ll!et

air

e•i

ssio

n

ARAR

s w

itho

ut c

on

tro

ls.

-H

ay b

e te

chn

ical

ly f

easi

ble

de

pend

ing

on

infl

uen

t co

nta.

inan

t co

ncen

trat

ions

. -

Wou

ld

requ

ire

off

site

di

spos

al

or

rege

nera

tion

of

car

bon.

Cos

t

Est

imte

: H

igh

1

Sta

te

Acc

epta

nce

Acc

epta

ble

Est

imat

e:

Acc

epta

ble

Hig

h

Cos

ts n

ot

Acc

epta

ble

calc

ulat

ed

beca

use

not

cons

ider

ed

i~~plelll!ntable

Est

imat

e:

Acc

epta

ble

Hig

h

Est

imat

e:

Acc

epta

ble

Hig

h

OH

O:>

:!IH

-:!

IAI.

tYH

.tS

INJH

OV

'l:

!IA

YH

D aw

aw

s m

l:!l.t

S:!I

.M

Co~a~nity

Acc

epta

nce

) Sta

tus

Hay

be

Ret

aine

d ac

cept

able

Acc

epta

ble

Acc

epta

ble

Hay

be

acce

ptab

le

Acc

epta

ble

pawn~ ou

1aq

~uawnoop a

~~ ~o ~~nvnb

a~~ o~

anp

81 ~

I •a

o1~o

u

81~~ uv~~ JU

JO 8

8aJ

81

a8vw

1 wn~

a~~

~I =

30U

ON

----

---

----

Page 8: March 23, 1990 Ms. Lynne Fratus Rhode Island Superfund ... · Boston, Massachusettes 02203-2211 . Subject: Western Sand and Gravel Site Groundwater Feasibility Study BCM Project No.

{ ,_

OLIN

WES

TERN

SN

il A

ND G

RAVE

L SI

TE

SCRE

ENIN

G OF

ALT

ERNA

TIVE

S

Alt

ern

ativ

e E

ffec

tive

ness

I!

llpl

e.en

tabn

Hy

ALTE

RNAT

IVE

6 -Groun~ter C

ol-

-P

rovi

des

acti

ve

rest

ora

tio

n o

f -

I!llp

l ...

nta

ble

. le

ctio

n (

Ext

ract

ion

Wel

ls),

co

ntaa

inat

ed g

roun

dNat

er a

nd

Ons

ite

Tre

at.e

nt,

Ois

char

ge

trea

t.en

t p

rio

r to

dis

char

ge,

to G

roun

dwat

er

(In

ject

ion

th

ereb

y re

duci

ng t

i ..

for

Wel

ls),

Gro

und.

ater

~ni-

rest

ora

tio

n a

nd 8

eeti

ng d

isch

arge

to

ring

, U

se R

estr

icti

on

s/

cri

teri

a.

Tre

at..

nt

tech

nolo

gies

A

lter

nat

ive

Wat

er S

uppl

y ar

e ef

fect

ive

for

re.o

val

of

(see

Alt

ern

ativ

es 1

, 2,

sp

ecif

ic c

onta

lrin

ants

and

.ay

3,

4,

and

5)

have

to

be c

o.bi

ned

to .

.. t

disc

harg

e cri

teri

a.

Oischar~e

to I

nje

ctio

n

Wel

ls

-R

educ

es

tox

icit

y i

n

grou

ndw

ater

. -

Pro

vide

s lo

ng-t

ena

effe

ctiv

e­ne

ss a

nd p

enna

nenc

e.

Is e

ffec

tiv

e ..

thod

fo

r di

scha

rg­

ing

trea

ted

wat

er,

how

ever

sub

­su

rfac

e co

ndit

ions

.ay

not

ass

i•il

ate

en

tire

flo

w f

ro•

extr

acti

on

and

tr

eat .. n

t sy

sten

. -

Kay

be

effe

ctiv

e .e

tho

d f

or

flus

hin9

con

tani

nant

s to

ex

trac

tto

n w

ells

. -

Kay

be

effe

ctiv

e ..

thod

fo

r re

duci

ng r

esto

rati

on

ti .

..

Hay

be

tech

nic

ally

fea

sib

le

for

par

tial

fl

ow f

ro•

treat­

~~en

t sy

ste•

. -

Oep

ends

on

coop

erat

ion

of

prop

erty

ow

ners

whe

re d

is­

char

ge t

o oc

cur.

-

Wou

ld

requ

ire

state

app

rova

l.

Cos

t

Est

iute

: H

igh

Est

i.at

e:

~derate

Sta

te

Acc

epta

nce

Kay

be

acce

ptab

le

Kay

be

acce

ptab

le

miO

::>:!I

H

:!IA

IJ.Y

HJ.

SIN

IHa

Y

'I:!I

AY

HD

a

NY

aN

YS

.i

jH~J

.S:!

IM

Con

.mH

y A

ccep

tanc

e S

tatu

s

Kay

be

Ret

aine

d ac

cept

able

Kay

be

acce

ptab

le

p8W

J tu

ewno

op e

qt ~o

llft

Ot

tnp

II t

l '80

ftOU

ll

lft

U1tlf

t J1

t8JO

888J

II

a8vw

1 wu~

eq~ ~ =

301l

ON

-----~-

\1.

----

Page 9: March 23, 1990 Ms. Lynne Fratus Rhode Island Superfund ... · Boston, Massachusettes 02203-2211 . Subject: Western Sand and Gravel Site Groundwater Feasibility Study BCM Project No.

Alt

ern

ativ

e

ALTE

RNAT

IVE

7 -

Gro

undw

ater

-

Col

lect

ion

(Ext

ract

ion

Wel

ls),

Ons

ite

Tre

at-t

nt

Dis

char

ge t

o a

loca

l PO

TW,

Gro

undw

ater

~nitoring,

Use

R

estr

icti

on

s/A

lter

nat

e W

ater

Su

pply

(se

e A

lter

nat

ives

1,

2,

3,

4 an

d 5)

- -D

isch

arge

to

an

Off

site

-

POTW

-

(_)

OLIN

WES

TERN

SAN

D AN

D GR

AVEL

SIT

E SC

REEN

ING

Of

ALTE

RNAT

IVES

Eff

ecti

vene

ss

Pro

vide

s ac

tiv

e re

sto

rati

on

of

-co

nta.

inat

ed groun~ter an

d tr

eat-

tnt

pri

or

to d

isch

arge

, th

ereb

y re

duci

ng t

i ..

for

rest

ora

tio

n a

nd .

. eti

ng

dis

char

ge

cri

teri

a.

Tre

at-t

nt

tech

nolo

gies

ar

e ef

fect

ive

for

r..o

val

of

spec

ific

con

talr

inan

ts a

nd .

. Y

have

to

be

cOtll

bi n

ed

to •

et

disc

harg

e cri

teri

a.

Red

uces

to

xic

ity

in

gr

ound

wat

er.

Pro

vide

s lo

ng

-te,

.. e

ffec

tiv

e-ne

ss a

nd

per.

ance

.

Is e

ffec

tiv

e ..

thod

fo

r d

is-

-ch

argi

ng t

reat

ed w

ater

; ho

wev

er,

near

est

POTW

is

4.5

•ile

s aw

ay

and

disc

harg

e to

co

llec

tio

n

-sy

st .. i

s sa.

dis

tan

ce.

-W

ould

re

quir

e ne

w p

ipel

ine

or

truc

king

of

was

tew

ater

. ·

Sta

te

llll

pl-

nta

bil

ity

C

ost

Acc

epta

nce

I~~pl-ntable.

Esti~~ate:

Hay

be

Hig

h ac

cept

able

Is t

ech

nic

ally

fea

sib

le t

o Esti~~ate:

Hay

be

cons

truc

t ne

w p

ipel

ine.

H

igh

acce

ptab

le

Wou

ld

requ

ire

appr

oval

fr

o.

POTW

au

tho

rity

and

st

ate

. D

isch

arge

li•

its (

for

flow

an

d ch

arac

teri

stic

s) w

ould

be

set

by

POTW

au

tho

rity

an

d st

ate.

GliO

:X!IH

:!

1/U

.LY

H.L

SIN

JHQ

V

'l:!I

AY

Hf>

aw

aw

s N

H.:i

i.LS

:!IM

~

Co

-..n

ity

A

ccep

tanc

e S

tatu

s

May

be

Ret

aine

d ac

cept

able

Hay

be

acce

ptab

le

PIWIJ~

DU

IIQ

~uewnoop e

q~ ~o

,t:m

vnb

llf~

0~ 1 en

p 81

~~

'IOI~OU

81lf

~ U1

Jlf~

J1

JIIO

88

11

81

a81J

WI WJI~ l

lf~

~I =

3:lllO

N

----

---

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Page 10: March 23, 1990 Ms. Lynne Fratus Rhode Island Superfund ... · Boston, Massachusettes 02203-2211 . Subject: Western Sand and Gravel Site Groundwater Feasibility Study BCM Project No.

Alh

rnat

ive

ALTE

RNAT

IVE

8 -

Gro

und-

.ter

-

Col

lect

ion

(Ext

riiiC

tion

Wel

ls),

Off

site

Tre

at.e

nt

(loc

al P

OTW

), G

roun

d-.t

er

lton

itor

lng,

U

se R

estr

ic-

tio

ns/

Alt

ern

ate

Wat

er

Supp

ly (

see

Alt

erna

tive

s -

1, 2

, 3

, 4

and

7)

-O

ffsi

te T

reat

.en

t at

POTW

- -

u OL

IN W

ESTE

RN S

AND

AND

GRAV

EL S

ITE

SCRE

ENIN

G OF

ALT

ERNA

TIVE

S

Eff

ecti

vene

ss

Pro

vide

s ac

tiv

e re

sto

rati

on

of

-co

nta.

inat

ed g

roun

dwat

er a

nd

off

site

tre

atll

ent,

th

ereb

y re

duci

ng t

i ..

for

rest

ora

tio

n

and

prov

idin

g fo

r ef

fect

ive

trea

t.en

t.

Red

uces

to

xic

ity

in

gr

ound

-.te

r.

Pro

vide

s lo

ng-t

erw

eff

ecti

ve-

ness

and

per

wan

ence

.

Hay

be

effe

ctiv

e ..

thod

fo

r -

treat.

.nt;

how

ever

, ne

ares

t -

POTW

fs

4.5

•ile

s aw

ay a

nd

disc

harg

e to

co

llec

tio

n s

yste

8 -

is s

a..

dis

tan

ce.

Wou

ld

requ

ire

new

pip

elin

e o

r tr

ucki

ng o

f w

aste

wat

er.

__ .O

S

Sta

te

I~~ple~~entability

Cos

t A

ccep

tanc

e

I~~p

le~~

enta

ble.

E

stiu

te:

Kay

be

Hig

h ac

cept

able

Is t

echn

ical

ly f

easi

ble

. E

stia

ate:

K

ay b

e W

ould

re

quir

e ap

prov

al

fro

• H

igh

acce

ptab

le

POTW

au

tho

rity

and

sta

te.

Dis

char

ge l

imit

s (f

or

flow

an

d ch

arac

teri

stic

s) w

ould

be

set

by

POTW

au

tho

rity

an

d st

ate.

aliO

::>:;n

l ~AI.tYH.tSINJHOY

'I~AYHf>

a

w a

ws

ml:a

:.ts:

a:M

Co

-..n

ity

A

ccep

tanc

e S

tatu

s

Kay

be

Ret

aine

d ac

cept

able

Hay

be

acce

ptab

le

pewu~ D

uteq

~uewnoop ~

~~ ~o

.(~uvnb

~~~

0~' e

np I

I ~~ '

IO!~

OU

11~~ uv~~ JV

eto

8881

11

e8vw

1 WU~ ~~~ ~

I :3

:>U

ON

----

----

;

----

Page 11: March 23, 1990 Ms. Lynne Fratus Rhode Island Superfund ... · Boston, Massachusettes 02203-2211 . Subject: Western Sand and Gravel Site Groundwater Feasibility Study BCM Project No.

Alt

ern

ativ

e

ALTE

RNAT

IVE

9 -

Gro

und_

.ter

-

Col

lect

ion

(Ext

ract

ion

Wel

ls),

O

ffsi

te T

reat

-~nt

(Pri

vat

e fa

cil

ity

),

Gro

und .

. ter

Mon

itor

ing,

U

se R

estr

icti

on

s/

Alt

erna

te W

ater

Sup

ply

-(s

ee A

lter

nat

ives

1,

2, 3

, -

4 an

d 7)

Off

site

Tre

at-t

nt

at

-P

riv

ate

facil

ity

u OL

IN W

ESTE

RN S

AND

AND

GRAV

EL S

ITE

SCRE

ENIN

G O

f AL

TERN

ATIV

ES

Eff

ecti

vene

ss

I~lementability

Pro

vide

s ac

tiv

e re

sto

rati

on

of

-N

ot

feas

ible

. co

ntaa

i nat

ed g

roun

d .. t

er

and

off

site

tre

at-

tnt,

the

reby

re

duci

ng ti~ fo

r re

sto

rati

on

an

d pr

ovid

ing

for

effe

ctiv

e tr

eat•

nt.

R

educ

es

tox

icit

y i

n grou~ter

. P

rovi

des

lon

g-t

en.

effe

ctiv

e-ne

ss a

nd per~~anence.

The

clo

sest

facil

ity

id

enti

fied

-

Beca

use

of t

he h

igh

flow

s th

at c

ould

tre

at t

he g

roun

dwat

er

and

larg

e d

ista

nce

to

the

fr

o.

this

sit

e i

s lo

cate

d ou

tsid

e cl

ose

st a

vai

lab

le p

riva

te

Bos

ton,

M

assa

chus

etts

. fa

cil

ity

, th

is a

lter

nat

ive

is n

ot

cons

ider

ed t

ech-

nic

ally

fea

sibl

e.

State

Co

st

Acc

epta

nce

Est

iNte

: 1 H

ay b

e Ve

ry H

igh

acce

ptab

le

Est

i11a

te:

Hay

be

Ver

y H

igh

acce

ptab

le

lver

y hi

gh c

ost

is

esti

mat

ed t

o b

e ov

er $

5,00

0,00

0.

90

010

8

OH

0::>

3H

3A

IJ.Y

HJ.

SIN

IKO

V

'l3A

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