DRAFT • = EXCEL

DRAFT 1000 2000 4000

SCALE: 1 "= 1,000'

+

LEGEND: £. MUNICIPAL WELL LOCATION

- GENERAL GROUNDWATER FLOW DIRECTION

POSSIBLE TRUCK ROUTES

• EXCEL Environmental = Resources, Inc. 5o1vtog Envlronmonlsl ProiJioms a o..~t>g Rcdo-.elopment OpprriJnll/8s

PROJECT : RINGWOOD MINES RINGWOOD, NEW JERSEY

DESCRIPTION : FIGURE 1

GENERALIZED SITE PLAN SUBECT PROPERTY AND MUNICIPAL WELLS

DRAWN BY : RC SCALE : 1 "= 1 ,QQO' DATE : 5/B/2012

CHECKED BY : RH RE'I\SION : PROJECT i 1 011 4

R2-0003123

FIGURE

34

IMAGES: NJ000604X03.png NJ000604X04.jpg

XREFS: PROJECTNAME: ----

CITY: Newtown, Pa DIV/GROUP: ENV DB: M. Wasilewski LD: M. Wasilewski PIC:(Opt) PM:(Reqd) TM:(Opt) LYR:(Opt)ON=*;OFF=*REF*G:\ENVCAD\Newtown\ACT\RETURN-TO\Fairlawn-NJ\NJ000604\0035\00034\GWC\2013-01\FIG 34 SITE-WIDE CONCEPTUAL SITE MODEL.dwg LAYOUT: 34 SAVED: 1/20/2013 5:53 PM ACADVER: 18.1S (LMS TECH) PAGESETUP: ---- PLOTSTYLETABLE: ARCADIS.CTB PLOTTED: 1/22/2013 3:21 PM BY:WASILEWSKI, MATT

SITE-WIDE CONCEPTUAL SITE MODEL

Ringwood Mines/Landfill SiteRingwood, New Jersey

Site-Wide Groundwater Remedial InvestigationReport

R2-0003124

FIGURE

33



CITY: Newtown, Pa DIV/GROUP: ENV DB: M. Wasilewski LD: M. Wasilewski PIC:(Opt) PM:(Reqd) TM:(Opt) LYR:(Opt)ON=*;OFF=*REF*G:\ENVCAD\Newtown\ACT\RETURN-TO\Fairlawn-NJ\NJ000604\0035\00034\GWC\2013-01\FIG 33 PMP AREA CONCEPTUAL SITE MODEL.dwg LAYOUT: 33 SAVED: 1/20/2013 5:33 PM ACADVER: 18.1S (LMS TECH) PAGESETUP: ---- PLOTSTYLETABLE: ARCADIS.CTB PLOTTED: 1/22/2013 3:21 PM BY:WASILEWSKI, MATT

PMP AREA CONCEPTUAL SITE MODEL



R2-0003125

FIGURE

28



CITY: Newtown, Pa DIV/GROUP: ENV DB: M. Wasilewski LD: M. Wasilewski PIC:(Opt) PM:(Reqd) TM:(Opt) LYR:(Opt)ON=*;OFF=*REF*G:\ENVCAD\Newtown\ACT\RETURN-TO\Fairlawn-NJ\NJ000604\0035\00034\GWC\2013-01\FIG-28 CMP CONCEPTUAL SITE MODEL.dwg LAYOUT: 28 SAVED: 1/22/2013 5:08 PM ACADVER: 18.1S (LMS TECH) PAGESETUP: ---- PLOTSTYLETABLE: ARCADIS.CTB PLOTTED: 1/22/2013 5:09 PM BY:WASILEWSKI, MATT

CMP CONCEPTUAL SITE MODEL



R2-0003126

FIGURE

25



CITY: Newtown, Pa DIV/GROUP: ENV DB: M. Wasilewski LD: M. Wasilewski PIC:(Opt) PM:(Reqd) TM:(Opt) LYR:(Opt)ON=*;OFF=*REF*G:\ENVCAD\Newtown\ACT\RETURN-TO\Fairlawn-NJ\NJ000604\0035\00034\GWC\2013-01\FIG-25 OCDA CONCEPTUAL SITE MODEL.dwg LAYOUT: 25 SAVED: 1/22/2013 5:09 PM ACADVER: 18.1S (LMS TECH) PAGESETUP: ---- PLOTSTYLETABLE: ARCADIS.CTB PLOTTED: 1/22/2013 5:10 PM BY:WASILEWSKI, MATT

OCDA CONCEPTUAL SITE MODEL



R2-0003127

c

540

I

{ ~

I I

:g

10 20 30 40 50 60 70 60

.. - . - .

FILL AND DEBRIS

. . - . - - . -

90 100 110 120

DISTANCE (FT)

CROSS.SECTION C..C' 10 20

SCALE IN FEET

1JO 140 150 160

l!I.Qli;.

1. DEBRIS INCLUDES CARPET, FOAM, RUBBER. GLASS, WOOD, METAL, FILM, CARTONS, CAR PARTS

SC-1 DIRECTIONAL MONITORING WELL

SC-2 SOIL BORING

WELL SCREEN

SAMPLE 10 (DEPTH INTERVAL)

170

C'

160 190 200 210 220

MSL - MEAN SEA LEVEL

-- EXISTING GROUND SURFACE

SURFACE WATER -- (DASHED WHERE INFERRED)

-- SURFACE OF DEBRIS (DASHED WHERE INFERRED)

__ SURFACE OF MINE TAIUNGS (DASHED WHERE INFERRED)

SURFACE OF BEDROCK -- (DASHED WHERE INFERRED)

230 240 250 260

lm l BEDROCK

~ COVER SOIL AND DEBRIS

Ed Fl LL AND DEBRIS

~ GRAVEL

v 8 MINE TAILINGS

D UNCONSOLIDATED OVERBURDEN

~ SURFACE WATER

/

'"' PIW:CT nru:

PmRS lANE PIT AAEA I~STIGATION RINGWOOD ~INE/lANDALL SITE

RIOOWOOD, NEW JERSEY

SHEET nru:

CROSS SECTION C-C'

(iARCADIS

PRnJ[CTIIIHIIa IEPIRilOT IWI\GIJI

E. ZIIIERIWI E. CARIWI. LEAD DESI:II PID". amm sr c. AI8AICHT II. IICHJOOII

TASI(/PIIIS!NliiiER IJWIMBY

NJ001 J. CONlAlEZ PIW:CT NU.IBER --NJ000604.0014 6

R2-0003128

~ A ACCESS ;;< WEST "' ROAD ~ 580

A' EA?T

580

~ ~

~ r-. 560 560 ~ -'

(J) :;! :::;: N

0 ~ ~ 0

00 540 540 i::i <

§ t--~ .. z

"' 0 520 ~ F

"' < ~ > w

" -'

520

~ w

w 500

~ BEDROCK

~ g 480 ..

500

BEDROCK 480

I .;.:

~ "' ~..~ 460

w< \" .. 460

~£' :=;u .. w ~. 1-

~~ 440

§:~ 440

~?. a:

8~ 420 ':-:"~ ~<

420

i~ ffi~ 400

"'"' :lie -~ "l.,

~· "' .. o.O w

400

il~ 380 380 0 2'"'

a"' "'a ~~ 360 a: 360

340 340

BEDROCK

320+------.-------.------.------.------.------..------.------.------.------.------.-------,------.------.------.-------.------+ 320 0 80 120 160 200 240 280 320 340

DISTANCE ( FT)

CROSS-SECTION A-A' 20' -40'

HORIZONTAL SCALE

20' -40'

VERTICAL SCALE

CI.11P-04

\

WELL IDs AND DEPTHS

ID DEPTH

S-1 37'-0"

S-2 27'-0"

S-3 67'-o"

S-4 77'-0"

S-5 67' -0"

S-6 77 '-0"

SC-2 (47' - 67')

RW-8 214

RW-9 216

RW-10 195

MAP VIEW OF TRANSECT LINE

MSL - MEAN SEA LEVEL

PROJECTED

EXISTING GROUND SURFACE

494.7 - ----- SURFACE OF BEDROCK (DASHED WHERE INFERRED)

SC-2

GROUNDWATER LEVELS FROM JULY 25. 2008

BEDROCK

FILL AND RUBBISH

D D D D

FILL MATERIAL: SAND. GRAVEL AND FINES

MINE BLAST ROCK

DRUM REMNANT

1'!.QlE.;

1. RUBBISH INCLUDES CARPET. FOAM, RUBBER, GLASS, WOOD. METAL, FILM, CARTONS. CAR PARTS

MONITORING WELL

WELL SCREEN

BOTTOM OF BORING

CANNON MINE PIT AREA INVESTIGATION RINGWOOD MINE/LANDFILL SITE

REMEDIATION PROJECT, RINGWOOD, NEW JERSEY

CROSS SECTION A-A'

ARCADIS FIGURE

3

R2-0003129

WEST c

5211

524

l522

l520

518

518

l514

:::;-512 w

(ij --'

L5 510 (/)

z 508 L5 ::::!: w 508 > 0 (I)

504 <(

w w 502 !::.. z

500 0

"' ~ 488 --' w

4911

484

492

480

4811

488

484 0 20 40 60 80

LEGEND:

GROUND SURFACE

FILL MATERIAL

DEBRIS/MINE TAILINGS

MINE TAILINGS (GRAVEL, SAND & SILT SIZED ROCK FROM ORE PROCESSING AND MILLING)

NATIVE SOIL

100 120 140 180 180

1. LITHOLOGY OF MATERIAL SHOWN ARE BASED ON INVESTIGATION TEST PITS/TRENCHES AND THE INTERPRETATION THEREOF.

200 220 240 260 280 300 320 400 420

CROSS SECTION C-C' (C-C'O+OO TO C-C'-5+00)

0 40

HORIZONTAL SCALE: 1"; 40 '

EAST C' 5211

PETERS MINE PIT ROAD 524

522

520

5111

5111

514

512 a-(ij --'

510 L5 (/)

508 z L5 ::::!:

508 w > 0

504~ w

502 b z

500 0 ~

488~ w

498

484

492

480

4811

4811

484 500

RINGWOOD MINES/LANDFILL SITE RINGWOOD, NEW JERSEY

FEASIBILITY STUDY REPORT FORMER O'CONNOR DISPOSAL AREA

O'CONNOR LANDFILL FOCUS AREA CROSS SECTION

FIGURE

~ ARCADIS 8

R2-0003130

DRAFT • = EXCEL

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