582

584

586

588

590

592

594

596

‐4000

1000

6000

11000

16000

21000

26000

GW Elevatio

n (ft)

Elapsed Time (sec)

Figure 21BR‐8 Pumping Test Groundwater Elevations

ENRX, Inc. ‐ Voelker Analysis766 New babcock Street

Buffalo, NY 14206Site ID. C915150

BR‐1

BR‐3

BR‐4

BR‐7

BR‐8

BR‐9

BR‐13

BR‐15

FOR

ME

R E

NR

X, I

NC

. - V

OE

LKE

R A

NA

LYS

IS S

ITE

766

NE

W B

AB

CO

CK

STR

EE

T, B

UFF

ALO

, NY

142

06

DATE

05/13/15

SCALE

1"=30'

FIGURE #

22

PROJECT #

A12B-ENRX BCP

REVISION #

Rev1 spl

BR

-8 P

UM

PIN

G T

ES

T

GR

OU

ND

WAT

ER C

ON

TOU

R

MA

P

T =

0 M

INU

TES

593.93 ft

593.48 ft

593.82 ft593.96 ft

593.92 ft

593.92 ft

593.95 ft

593.75 ft

593.89 ft

593.22 ft

593.40 ft

592.52 ft

591.95 ft

593.64 ft

592.66 ft

- GW Contour Lines (ft)

FOR

ME

R E

NR

X, I

NC

. - V

OE

LKE

R A

NA

LYS

IS S

ITE

766

NE

W B

AB

CO

CK

STR

EE

T, B

UFF

ALO

, NY

142

06

DATE

05/13/15

SCALE

1"=30'

FIGURE #

23

PROJECT #

A12B-ENRX BCP

REVISION #

Rev1 spl

BR

-8 P

UM

PIN

G T

ES

T

GR

OU

ND

WAT

ER C

ON

TOU

R

MA

P

T =

246

MIN

UTE

S

584.09 ft

593.48 ft

593.76 ft593.91 ft

594.06 ft

593.88 ft

593.89 ft

593.70 ft

593.83 ft

593.35 ft

593.40 ft

592.50 ft

590.92 ft

593.63 ft

592.25 ft

592.5 - GW Contour Lines (ft)

584

586

588

590

592

594

596

‐1000

4000

9000

14000

19000

24000

GW Elevatio

n (ft)

Elapsed Time (sec)

Figure 24BR‐9 Pumping Test Groundwater Elevations

ENRX, Inc. ‐ Voelker Analysis766 New babcock Street

Buffalo, NY 14206Site ID. C915150

BR‐1

BR‐4

BR‐7

BR‐8

BR‐9

BR‐12

BR‐13

BR‐15

592.5

59 59 595959 . 592.559 .5

- GW Contour Lines (ft)

592.5

59 .5

5959

- GW Contour Lines (ft)

59

59

59

59

59

59

59

59

27

TP-18

TP-19

TP-20

TP-21

TP-22

TP-23

TP-24

TP-25

-Test Pit

29

S

0

2

4

6

8

10

12

0 10 20 30 40 50 60 70 80 90 100

Draw

down (fe

et)

Distance from Pumping Well (feet)

Figure 31BR‐1 Pumping Test Drawdown Vs. Distance

ENRX, Inc. ‐ Voelker Analysis766 New babcock Street

Buffalo, NY 14206Site ID. C915150

0

1

2

3

4

5

6

7

8

9

0 20 40 60 80 100 120 140 160 180 200

Draw

down (fe

et)

Distance from Pumping Well (feet)

Figure 32BR‐2 Pumping Test Drawdown Vs. Distance

ENRX, Inc. ‐ Voelker Analysis766 New babcock Street

Buffalo, NY 14206Site ID. C915150

‐1

0

1

2

3

4

5

0 50 100 150 200 250 300 350 400

Draw

down (fe

et)

Distance from Pumping Well (feet)

Figure 33BR‐7 Pumping Test Drawdown Vs. Distance

ENRX, Inc. ‐ Voelker Analysis766 New babcock Street

Buffalo, NY 14206Site ID. C915150

‐1

0

1

2

3

4

5

6

7

8

9

10

0 50 100 150 200 250

Draw

down (fe

et)

Distance from Pumping Well (feet)

Figure 34BR‐9 Pumping Test Drawdown Vs. Distance

ENRX, Inc. ‐ Voelker Analysis766 New babcock Street

Buffalo, NY 14206Site ID. C915150

36

03/12/15

39

2 spl

03/12/15

40

2 spl

FIGU

RE

41

FIGU

RE

42

RemedialEquipment Area

Remedial SystemBSA PermittedDischarge Point Remedial System

Trench

03/20/15 3 spl

46

CONCRETE SLAB

FOOTINGSUCTION POINTOPEN HOLE6" TO 18" RADIUS

GROUND SURFACE

PVC COVER PLATE SEALED WITH SILICON CAULK

4-INCH SCHEDULE 20 PVC PIPE

FASTENER

VENT PIPE RISER

SAMPLE PORT

PRESSURE DIFFERENTIAL GAUGE

FASTENER

90 DEGREE ELBOW

90 DEGREE ELBOW

COMMON VENT PIPE RISER

FASTENER (TYP)

FLEXIBLE COUPLING

EXHAUST FAN

ROOF

2 FT. MINIMUM

WAREHOUSE INTERIOR

BU

ILD

ING

WA

LL

Ground

BR-7

Notes:

TREATMENT BUILDING

I

- - - - - - - - - - - - - - - - - - -,- - - _J

I

Granulated Activated

Carbon Vessels

1) System is shut down under any of the following conditions:

!a? LSHH at the EQ Tank is activated: b PSH at the particulate filters is activated; c LSH at the Building Sump is activated

Discharge to Sanitary Sewer

E (.) ~ oa g> ~cs Cl s ...J c: <( Q)

::> E I- 2 a.. 7ii w c:

~ oa 0 C> (.) -~ c..

a:

DATE

5/18/1 5

N/A

FIGURE NUMBER

48

PROJECT NUMBER

A12B-ENRX BCP

REVISION

Rev2ear