41
FIGURES Vo

DRAFT FINAL FEASIBILITY STUDY, PART 2 OF 4, FIGURES · ^buzzards bay. base map is portio a onf th followine u.s.g.sg 7. minut5. quadranglee : new bedford north ma 1979,. an, d ne

  • Upload
    lethuan

  • View
    212

  • Download
    0

Embed Size (px)

Citation preview

FIGURES

Vo

^BUZZARDS BAY

BASE MAP IS A PORTION OF THE FOLLOWING U.S.G.S. 7.5 MINUTE QUADRANGLE: NEW BEDFORD NORTH. MA, 1979, AND NEW BEDFORD SOUTH, MA. PHOTOREVISED 1977 1:25.000

1 MILE 0.5 1 _h

1000 1000 2000 3000 4000 5000 6000 7000 FEET

J

DEPARTMENT OF THE ARMY DRAFT FINAL FEASIBILITY STUDY NEW ENGLAND DISTRICT ATLAS TACK CORPORATION SUPERFUND SITE CORPS OF ENGINEERS FAIRHAVEN, MASSACHUSETTS CONCORD, MASSACHUSETTS

DRAWN K.J.C.

LOCATION MAP DATE JUL 98 MANAGERS DESIGNERS/CONSULTANTS FIGURE NO.

MANCHESTER NEW HAMPSHIRE 1-1

(092=1 lOld) OMa'Z-l9lA"IVNlAsASV1iV\OMa\NOIS3a\ 31U

(031=1 lOld) OMa'C-lOlA"IVNlAsASVliV\OMa\NOIS3a\ 3NVN 31U

(021=1 lOld) 3Ma-L-COlAlVNU\SASVLLV\OMQ\NOIS3a\ 31IJ

l

31U

J1U

(021-1 iOld) OMa-S-COIJ\1VNlAsASVliV\OMa\NOIS3a\:' '^VN 31IJ

(OS2=L lOld) OMaY-COU\1VNlAsASVlLV\OMa\NOIS3Q\v 31U

31U

Figure 3-10 Screening Matrix of Process Options for the Commercial Area

Response Technology Process Option Action

*

No Action |— 1 None |— 1 Not Applicable 1

1 r^nnft f>i-«*-+ f-t,-*;,-.n«­ i 1

Access Institutional • •Restrictions oite Fencing

Controls 1 1 Code Enforcement | 1 Building Repair 1

1 hftnttilfs W-l>-.llln1 Tl-11,-1 i 1

1 1 Removal |— n I 1 I ~ . « • . i

1

—1 Demolition | 1 Partial Building Demolition 1

1 1 Dewatering | 1 Dewatering 1

T IL Incineration (Rotary Kiln) 1 1

j

|

Thermal

Treatment

j

j——| Thermal Desorption ._ —­|

...... J

On-Site Treatment |— Physical/<^, • i

1

1

1

1

Ex-Situ Vitrification

Soil Washing/Solvent Extraction 1

Treatment 1 Ex-Situ Stabilization/Solidification 1

—1 Phosphate Fixation __ . ,

' j Chemical Dehalogenation .__„i

4

i 1 On-Site Disposal |—

. I Backfilling 1 1

1 1

Disposal |— i 1 Permitted Landfill 1

' 1 Off-Site Disposal |—

1

—|

RCRA C Landfill

RCRA Treatment Facility

1

1

1 PCB Treatment/Disposal Facility 1

Eliminated Technologies and Process Options

Potentially Applicable Technologies and Process Options

g:\projects\10971020\001\fmalfs\figures\flglO-14.xls 7/6/98

Figure 3-11 Screening Matrix of Process Options for the Solid Waste and Debris Area

Response Action

Technology Process Option

No Action None Not Applicable

Institutional Controls

Access Restrictions

Monitoring

Deed Restrictions

Site Fencing

Monitoring Soil and Vegetation

Clear and Grub Clear and Grub

Removal Excavation

Separation

Excavation

Screening

Magnetic Separation

Demolition Partial Building Demolition

Dewatering Dewatering

Thermal Treatment

Incineration (Rotary Kiln)

Thermal Desorption !

Ex-Situ vitrification j

I On-Site Treatment Physical/ Chemical Treatment

Soil Washing/Solvent Extraction

Ex-Situ Stabilization/Solidification

Chemical Dehalogention

|

|

]

Phosphate Fixation !

Dewatering

__

|

_.j

-j Biodegradation j

In SituTreatment

- " Vitrification

-

"j

.j

-j Radio Frequency Heating j

-I Phytoremediation I

(Continued on next page)

g:\projects\ 10971020\00 l\finalfs\figures\figl 0-14.xls 7/6/98

Figure 3-11 Screening Matrix of Process Options for the Solid Waste and Debris Area

Response Action

Technology Process Option

I 1 Synthetic Membrane Cap

1 Low Permeability Cap (Soils/Compacted Clays)

j 1 Capping |— |

1

Asphalt Cap

Multi-layered Cover System

Ex-Situ Containment 1

1

Geosynthetic Clay Liner

Permeable Soil Cover

I 1 Liner | 1 Liner/Leachate Collection

I 1 Grading

Restoration 1 Seeding

' 1 Restoration | 1 Replanting

I 1 On-Site Disposal | 1 Backfilling

Disposal I 1 Permitted Landfill |

I 1 Off-Site Disposal |—

1

1

RCRA C Landfill

RCRA Treatment Facility |

1 PCB Treatment/Disposal Facility

c Tzzzz"! i i

Eliminated Technologies and Process Options

Potentially Applicable Technologies and Process Options

g:\projects\l 0971020\00 l\flnalfs\figures\fig 10-14.xls 7/6/98

Figure 3-12 Screening Matrix of Process Options for the Marsh Surface Soil

ResponseAction

Technology Process Option

No Action | 1 None |- 1 Not Applicable I

Institutional

Controls ' 1

Restrictions

Monitoring |—

I

'

1

1

1

Deed Restrictions

Access Restriction Signs

Monitoring Soil and Vegetation

I

I

I

Removal |—

i

I

1

1

1

1

Clear

Excavation

Separation

Dewatering

|-

|—

|—

|—

1

1

1

1

Harvest Vegetation

Excavation

Screening

Dewatering

I

I

I

I

Synthetic Membrane Cap

Ex-Situ Containment

Capping

Low Permeability Cap (Soils/Compacted Clays)

Asphalt Cap

Multi-layered Cover System

Permeable Soil Cover

Liner Liner/Leachate Collection

Physical/ Chemical Treatment

Soil Washing/Solvent Extraction

Ex-Situ Stabilization/Solidification

| On-Site Treatment Phosphate Fixation

In SituTreatment

Biodegradation

Phytoremediation

(Continued on next page)

g:\projects\10971020\001\finalfs\figures\figlO-14.xls 7/6/98

Figure 3-12 Screening Matrix of Process Options for the Marsh Surface Soil

Response Action

Restoration

Disposal

Technology

Restoration

On-Site Disposal

Off-Site Disposal

Process Option

Grading

Replanting

Backfilling

Permitted Landfill

RCRA C Landfill

RCRA Treatment Facility

PCB Treatment/Disposal Facility

Eliminated Technologies and Process Options

Potentially Applicable Technologies and Process Options

g:\projects\l 0971020\00 l\fmalfs\figures\figl 0- 14.xls 7/6/98

Figure 3-13 Screening Matrix of Process Options for the Creek Bed Sediment

Response Action

Technology Process Option

No Action |— 1 None | 1 Not Applicable m

Institutional Controls

AccessRestrictions

| 1 | L~i_

Deed Restrictions

Access Restriction Signs

m H3

' 1 Monitoring | 1 Monitoring m I

I

1

1

Excavation

Dewatering

|

|

1

1

Excavation

Dewatering

i i

i—d —d

Synthetic Membrane Cap

Low Permeability Cap (Soils/Compacted Clays)

m i

Ex-Situ Containment |—

I

'

1

1

j|

Capping

Liner

Thermal Treatment

|

|

| |

j

-d

I—in 1

i j

)__,.-.

Asphalt Cap

Multi-layered Cover System

Permeable Soil Cover

Liner/Leachate Collection

Incineration (Rotary Kiln)

Ex-Situ Vitrification

i i i

—i •

Treatment of o .. Phucir-ilf

Treatment

1

—| Ex-Situ Stabilization/Solidification

ii i

1 f Phosphate Fixation

1 f in&tuTreatmenfj

|— |

!

j.

Soil Flushing

Biodegradation

.ji

••

(Continued on next page)

g:\projects\ 10971020\00l\fmalfs\figures\figl 0-14.xls 7/6/98

Figure 3-13 Screening Matrix of Process Options for the Creek Bed Sediment

Response Action

Treatment of Entrained Water

Treatment of Surface Water

Restoration

Disposal

Discharge of Treated Water

Technology

On-Site Treatment

On-Site Treatment

Restoration

On-Site Disposal

Off-Site Disposal

On-Site Discharge

Off-Site Discharge

Process Option

Filtration

Filtration

Grading

Replanting/Seeding

Backfilling

Permitted Landfill

RCRA C Landfill

RCRA Treatment Facility

PCB Treatment/Disposal Facility

Discharge to Boys Creek

Discharge to Sanitary Sewer Outfall at Fairhaven

Eliminated Technologies and Process Options

Potentially Applicable Technologies and Process Options

g:\projects\10971020\001\finalfe\figures\figlO-14.xls 7/6/98

Figure 3-14 Screening Matrix of Process Options for Groundwater

Response Technology Process Option Action

No Action None Not applicable

Institutional Access Restrictions Deed/Well Installation Restrictions

Controls

Monitoring Groundwater Monitoring

H Pump Existing/New Groundwater Wells I Groundwater Groundwater

Recovery Pumping i Horizontal Wells

H Collection Trenches 1

Synthetic Membrane

Low Permeability Cap (Soils/Compacted Clays)

Capping

Asphalt Cap

In-Situ Containment Multi-Layered Cover System

Permeable Soil Cover

Vertical Grout Curtains

Barriers

Sheet Pilings

(Continued on next page)

g:\projects\l 0971020VOO l\fmalfs\figures\flg 10-14.xls 7/6/98

Figure 3-14 Screening Matrix of Process Options for Groundwater

Response Technology Process Option Action

Air Stripping

Ultraviolet Oxidation (UV/Ox)

Filtration

On-Site

Physical/ Carbon Adsorption

Chemical

Treatment Chemical Flocculation/Precipitation

Constructed Wetland

Ion Exchange

On-Site i 1 Activated Sludge j

Biological —

Treatment ' j "Fixed Film" Trickling Filter " |

Treatment ~j Enhanced Biodegradation !

.---«—---———---—- --——---——--——...--—--——-••———--..——--———••——, In Situ I I !_ Air Sparging

Treatment |

-| Phytoremediation |

-j Enhanced Evapotranspiration |

Off-Site • 1 RCRA Treatment Facility j

Treatment

Discharge to Boys Creek |

~~~~~~ *~~~~~'"~~—~~~~~™™~**"'~~~~~~~'™~~~~~™T On-Site Discharge_| 1 1 Reinjection ]

Discharge of

Treated Water Recharge Trench |

Off-Site Discharge | j Discharge to Fairhaven POTW |

; Eliminated Technologies and Process Options

Potentially Applicable Technologies and Process Options

g:\projects\10971020\00 l\fmalfs\figures\figl 0-14.xls 7/6/98

lieCO LULU

(OZL-l iOld) OMa'l-90ld\"IVNlAsASVlL¥\OMa\NOIS3C

(L=L lOld) OMaTVO-nV\lVNlAsASVliV\OMa\NOIS3C 31IJ

01 I I I ffi

It 3"

8 <OD ID

£d § !«/, (75 C t (V ONIdld *

Z 9 lJ-1 XNV1 OlidBS t < i2, Q0-1 g

i

1

i^ F W?3^mg^<§l

to

m o

Li8i i~ go a Q

<3 s5 'z o

Q o

CO

5* i IAJ

§51 (/)

L_O<

O UJ o;

o UJo: cc:

< CO

BI3§33°^ ^d i£ z a: *P ooo'z o y_i ~ o

->p °S- Q- dlLVM LU <

0 - UJ^^ L (fl^° F M

2° " 0 =

& a:orii. I N

'

a: y ,„ "> F— (/) UJ <l-- x S CL O ooo'oz

M3iVM i°P S^^i

^o£ Qi

1

u. o -li Oz =iaE

_l 3 >• Q < -i _i550

Fa:F=>h m ujmS

o|Q

< fS-l

^^°u_1< Z dag Q2 5 fe^

J

1

«l! FQ-f^

<^"ys

(1=1 lOld) 9Ma>VO-i1V\nVNlASJ\SVliV\OMa\N9IS3a 31IJ

•3IAJV/M 71IJ

u=i loid) oMa'caMs-nv\ivNu\sAsv-u.v\OMa\NOis3a\ =o GWVN nu

/ \ v^N^NV N^\\\ \ ' t fy ( \ \^\X\\N X^A\\*; , \ \ \^\Nx\ ^^^Jx''.

(I-1 iOld) QMa'9QMS-nV\1VNId\Sd\SVTiV\OMa\NOIS3

^S•*•*» «3c l_ 1ji ( i 04

C E

ME

DIA

L P

RO

(-

_l

00

O 00 LJ

J

LJ ,

-

LiJ a:

o Q.

'

0

Q 04

1* 00 00

—1 ; oc 5 ° 00 P

<c s

1 1 1

UL ,•1 00«

i

oo •^r

Q QUJ O

°00

DR

AFT

FI

NA

L F

c75 1— -I

V) 0 <N o

* CO X =d ^ U- 2S o CD Z

Vju | LJ <^ o P p

DE

PA

RTM

IEN

T

OF

TH

E

AR

MY

NE

W

Ef»J

GLA

ND

D

ISTR

ICT

CO

RP

S:

OF

EN

GIN

EE

RS

C

ON

CO

RD

, , M

AS

SA

CH

US

ETT

S Q Q C

fSi

L

O en en EfZI -3 , 1

^ 3 ^t^j ^ ^

Z itf

TA

CK

C

OR

POF

FAIR

HA

VE

N,

1

ALT

ER

NA

1I

TED

A

CTI

ON

/INJ

Z

yc

I 88S 'I1". NO) CM"

'

B

82 _|O ^8­ £ < m

Ii o

m

OSZ'U

009' L

Q•z. o:

8

QL O

ur7i±j=>

:< jCA)J(/>

C/)

Ql3C^P^hR tt:l— C/>u]UJ

Q.W

iǤmz<

SP« fclgi.o .

EZo< X

m c>

H ^ u p

^rol g I z Si^i^^asg W m °

i3li °|5gig o 0 Ld X

LU

LJ a:

(1=1- loid) oMa-essN-nv\nvNiAsAsvnAoMa\Nois3a\: AVN

(1=1 lOld) OMa>SSW-nV\nVNU\Sd\SV1LV\OMa\NOIS3Q\:f WN 31U

m z <

5

WN nu

3

* I ^^Jlllit •!! • PV - 1 1

CJ —3*z

00 CD

_|

r*j

1 LO

l ^zJ i

^> i

> CO Q

^ O

3 c

EP

AR

TME

NT

OF

TH

NEW

E

NG

LAN

D D

IS

CO

RP

S

OF

ENG

IN

)NC

OR

D,

MA

SS

AC

H LJ X3

Si 3]

Q o '^ iz^3 f— |_ J O

: z

IF

o *

%l-,o ;

CO j| :

5 Li C/ T

i

CO z o

Q pLJ oLU Q

CO LU a:

£ (75 Q

£~ ^^ ~\ 1 . L_f—f U. r""

(/) LU UJ

>_h— fTJ -p Z3 O ?Y^ "^ ^C ^^J -^ if.

(/) r**^ /rt ^* F~ ^^

LJ <^

UJ LJ ^P

(/)

O ^J LL.

t^\ t f\ V J

LJ O O

CM I

W rn O . .

^U ^^

<

O Q£ •••p

0

2 0 r~" ' _J h^

CO

DR

AFT

FI

NA

LTL

AS

TA

CK

C

OR

P z

< ^

LIM

ITE

D

AC

TIO

N/I

FAIR

HA

VE

N

RE

ME

DIA

L PR

Q CS ^:CO m 5° o #1

of & _j /

z

> CO

1 z o CO LJ

O

UJ2 z

yiZ

<

)°S I I I oo CD

. 11 2* 8*2

C/>

^<o§u^<l •*> tSfcSG O M

go -a

<M is i

g *-i m

PA

RE

N

NE

WE

N

CO

RP

S

OR

D,

oo

UJliJ

DOT5Sz< 2°^^<<

FE

-2

do-:

(f)<

(L=l lOld) OMaTSaO-i1V\1VNU\SASVHV\OMa\NOIS3a\:f NVN J1U

I

0

J

0

i

?i- < y

5 LJ

o fE

S LJ

ooo'ss

<

§

O.

O

s

1 oo'ss

gl 000'OU

1 EX

CA

VA

TEf*

DC

Cl/

DC

T\

SE

DIM

EN

T

(1=1 loid) DMa>sao-nv\ivNij\sAsviiv\OMa\N3is3a\:r IVN

8

1 _

0

J

0

1

J-. g> o < o UJ 2

0

S N< fi a

­ooo'ss yiLVM

^o<z o on

°^00 S

OOO'OU .. ^LJ

3

:• £ (752 0.

o z f£h1

f 0

opo^ss HIIVM

|

8 gs) Z

'1J LJ iXer

^UJ

Ujg

(L=L loid) NVN

1

j—-. 00 r^ CJ CD |p' II —} i T |!M- II 10^> -3|t iJ| i

i< fir •j^g £ c

LJ C3

< —

Z —^Rrj z 00ir 2 o

gF

z ^3 S< t CO Z Z

y

^

1

Z

F

2|_ H

U^UJ^X —Z^E

Q0^ |ir ^^ i j ( ^j ^^ UJ //j

<f ^ ^— ^** LL. ,

^— fO ^^ ^j ^_

R1^ Q-Qi

•<^ OQ zu o

Q O

CO

olco

CO LJlJ-l

c:—\ I r4s ?b^t^ ||

3rSc^ 5

3 1— ™- j.iii|

J-C7^:\hrf;

P ^5»

m

^ j H c> 6

j— i

|

1- <

UJ 1 1 1 UJ

CM g

o Q_J^*•c! OQ

^C^X

FEAS

IBII

RH

AV

EN

, M

ASSA

<

IAL

PR

OC

ES

S

ALTE

RN

ATIV

E

PH

YTO

RE

ME

TURA

L AT

TENU

ATIO

N

IK C

OR

PO

RA

TIO

N

x—v

IF

o

r T

FIN

AL

i £L_

CO z <c <i o

UJ^ OFQ LJ O Q1"" a

| CO UJ

CO (XLJ OH |

§ '

• . Z

CO §"*

g

G: \

DE

SIG

N\D

\

1|

dE:

. z

yL.

3iu

I

00 q CT>

—3 T un =5

,t CO

UJ

Mft

o

CO

>:§ UJ

CO o CL CO Q

CO 2] Ld

IZCOX UJ

&\~Z.<.T^OCO

U.CC

00

^^ y F £ iv i F^

o D.

C3

ZQ> u. o <

Q

o >-"a:

q

I

CO UJ o:

o _j

a:

z

CO L-

CO

a:

<c^

<v <

•z. o CO LJ

< ce _i o^ DQ <; Z Q, O

py co Q

I! O

<>

Z) CL

LJ•s. z a LJ