Remedial Investigation / Alternatives Analysis Report ...PROJECT NO.: DATE: PREPARED FOR estoration,...
17
RI/AA REPORT 3021 ORCHARD PARK ROAD SITE BCP SITE NO. C915289 0304-014-003 T K B FIGURES
Transcript of Remedial Investigation / Alternatives Analysis Report ...PROJECT NO.: DATE: PREPARED FOR estoration,...
RI/AA REPORT 3021 ORCHARD PARK ROAD SITE
BCP SITE NO. C915289
0304-014-003 T KB
FIGURES
SITE LOCATION3021-3041 ORCHARD PARK ROAD
0'
SCALE IN FEET(approximate)
1,500' 1,500' 3,000'
SCALE: 1 INCH = 1,500 FEET
DRAFTED BY:
PROJECT NO.:
DATE: PREPARED FOR
estoration,
altinre
,gn
eign ne
Bm
Tnvironmental
Knivn ro
iec n ec2558 HAMBURG TURNPIKE, SUITE 300, BUFFALO, NY 14218, (716) 856-0599
DISCLAIMER: PROPERTY OF BENCHMARK ENVIRONMENTAL ENGINEERING & SCIENCE, PLLC. & TURNKEY ENVIRONMENTAL RESTORATION, LLC IMPORTANT: THIS
DRAWING PRINT IS LOANED FOR MUTUAL ASSISTANCE AND AS SUCH IS SUBJECT TO RECALL AT ANY TIME. INFORMATION CONTAINED HEREON IS NOT TO BE DISCLOSED
OR REPRODUCED IN ANY FORM FOR THE BENEFIT OF PARTIES OTHER THAN NECESSARY SUBCONTRACTORS & SUPPLIERS WITHOUT THE WRITTEN CONSENT OF
BENCHMARK ENVIRONMENTAL ENGINEERING & SCIENCE, PLLC & TURNKEY ENVIRONMENTAL RESTORATION, LLC.
RI/AA REPORT
3021-3041 ORCHARD PARK RD, LLC
3021 ORCHARD PARK ROAD SITEORCHARD PARK, NEW YORK
SITE LOCATION AND VICINITY MAP
FIGURE 1
BCH
APRIL 2015
0304-014-003
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WALGREENSPHARMACY/STORE
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RITE AIDPHARMACY/STORE
DENTALOFFICES
PAPPAS'SRESTAURANT
PLAZA(COMMERCIAL)
BOWLING ALLEY(VACANT LAND AT BACK)
PLAZA(COMMERCIAL)
PROPOSEDMEDICALBUILDING
(± 7,213 SF)
FUTURE TENANT
FUTURE TENANT
~~
~~
CB-1 REMEDIATION:
• Remove ± 80 feet of perforated drain tile and bedding stone -off-site disposal (Modern)
• Remove one concrete catch basin and bedding stone - cleanand decon basin (replace if necessary), place contents intodrum(s), recycle concrete (if replaced). Benchmark TurnKeywill make T&D arrangements of sediment & decon water withClean Harbors as hazardous
• Install new catch basin and bedding stone (1A) to matchexisting basin invert elevations
• Install catch basin CB-7 at approximate location shown• Install ± 93 feet of new perforated drain tile and bedding stone
(1A) at approximate location shown to match existing invertelevations
• Replace asphalt to match existing grade (weather permitting)
LEGEND:
PARCEL BOUNDARY
EXISTING BUILDING (INTERIOR & FACIA REDEVELOPMENT)
PLANNED NEW REDEVELOPMENT
PROPERTY BOUNDARY
BCP BOUNDARY
UTILITY - STORM SEWER CATCH BASINCB-1
UTILITY - STORM SEWER
UTILITY - ELECTRIC
UTILITY - POLE
UTILITY - EXISTING SANITARY SEWER
UTILITY - SANITARY SEWER MANHOLEMH
UTILITY - STORM SEWER (SUSPECTED)
UTILITY - ELECTRIC (PLANNED)
UTILITY - POLE (PLANNED)
UTILITY - PLANNED NEW STORM SEWER CATCH BASINCB-7
UTILITY - PLANNED NEW STORM SEWER
UTILITY - STORM SEWER TO BE REMOVED
UTILITY - STORM SEWER CATCH BASIN TO BE ASSESSEDCB-1
0'
SCALE IN FEET(approximate)
30' 30' 60'
SCALE: 1 INCH = 30 FEET
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0'
SCALE IN FEET(approximate)
50' 50' 100'
SCALE: 1 INCH = 50 FEET
DRAFTED BY:
PROJECT NO.:
DATE: PREPARED FOR
estoration,
altinre
,gn
eign ne
Bm
Tnvironmental
Knivn ro
iec n ec2558 HAMBURG TURNPIKE, SUITE 300, BUFFALO, NY 14218, (716) 856-0599
DISCLAIMER: PROPERTY OF BENCHMARK ENVIRONMENTAL ENGINEERING & SCIENCE, PLLC. & TURNKEY ENVIRONMENTAL RESTORATION, LLC IMPORTANT: THIS
DRAWING PRINT IS LOANED FOR MUTUAL ASSISTANCE AND AS SUCH IS SUBJECT TO RECALL AT ANY TIME. INFORMATION CONTAINED HEREON IS NOT TO BE DISCLOSED
OR REPRODUCED IN ANY FORM FOR THE BENEFIT OF PARTIES OTHER THAN NECESSARY SUBCONTRACTORS & SUPPLIERS WITHOUT THE WRITTEN CONSENT OF
BENCHMARK ENVIRONMENTAL ENGINEERING & SCIENCE, PLLC & TURNKEY ENVIRONMENTAL RESTORATION, LLC.
RI/AA REPORT
3021-3041 ORCHARD PARK ROAD LLC
3021 ORCHARD PARK ROAD SITEORCHARD PARK, NEW YORK
EXISTING BUILDING LAYOUT
FIGURE 3
BCH
APRIL 2015
0304-014-003
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DENTALOFFICES
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PLAZA(COMMERCIAL)
BOWLING ALLEY(VACANT LAND AT BACK)
PLAZA(COMMERCIAL)
PROPOSEDMEDICALBUILDING
(± 7,213 SF)
BM
~~
~~
MW-4A
B-20
B-24B-25
B-20
B-24LEGEND:
PARCEL BOUNDARY
SOIL BORING (TURNKEY)SB-1
BORE HOLE / TEMPORARY WELL (TURNKEY)
BORE HOLE (LCS)BH-1
BOREHOLE / TEMPORARY WELL (LCS)
AIR SAMPLE LOCATION (TURNKEY) (SUBSLAB VAPOR, INDOOR, & OUTDOOR AIR)SUB-1
BH-10TPMW-7
BH6TPMW4
EXISTING BUILDING (INTERIOR & FACIA REDEVELOPMENT)
PLANNED NEW REDEVELOPMENT
RI SOIL BORING (20)B-22
RI OVERBURDEN MONITORING WELL (5)MW-3A
RI BEDROCK MONITORING WELL (3)MW-3B
RI SOIL VAPOR SAMPLE LOCATION (2)SVSV-01
PROPERTY BOUNDARY
BCP BOUNDARY
GEOTECHNICAL BORING (BY OTHERS) (5)B-1
UTILITY - STORM SEWER CATCH BASINCB-1
UTILITY - STORM SEWER
UTILITY - ELECTRIC
UTILITY - POLE
UTILITY - EXISTING SANITARY SEWER
UTILITY - SANITARY SEWER MANHOLEMH
UTILITY - STORM SEWER (SUSPECTED)
SURVEY BENCHMARKBM
SEDIMENT SAMPLE (2)SED-1
0'
SCALE IN FEET(approximate)
30' 30' 60'
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PLAZA(COMMERCIAL)
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PLAZA(COMMERCIAL)
PROPOSEDMEDICALBUILDING
(± 7,213 SF)
BM
~~
~~
MW-4A
493.9
494.3496.9
492.7
495.0
494.3
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492.4
494.2
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LEGEND:
PARCEL BOUNDARY
EXISTING BUILDING (INTERIOR & FACIA REDEVELOPMENT)
PLANNED NEW REDEVELOPMENT
RI OVERBURDEN MONITORING WELL (5)MW-3A
RI BEDROCK MONITORING WELL (3)MW-3B
PROPERTY BOUNDARY
BCP BOUNDARY
UTILITY - STORM SEWER CATCH BASINCB-1
UTILITY - STORM SEWER
UTILITY - ELECTRIC
UTILITY - POLE
UTILITY - EXISTING SANITARY SEWER
UTILITY - SANITARY SEWER MANHOLEMH
UTILITY - STORM SEWER (SUSPECTED)
SURVEY BENCHMARKBM
GROUNDWATER FLOW DIRECTION
GROUNDWATER CONTOUR (WITH ELEVATION)
0'
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RI OVERBURDEN MONITORING WELL (5)MW-3A
RI BEDROCK MONITORING WELL (3)MW-3B
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UTILITY - STORM SEWER
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SURVEY BENCHMARKBM
GROUNDWATER FLOW DIRECTION
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FIGURE 6
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- 03/25/15
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6; S
hallo
w G
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WALGREENSPHARMACY/STORE
KEY BANK
RITE AIDPHARMACY/STORE
DENTALOFFICES
PAPPAS'SRESTAURANT
PLAZA(COMMERCIAL)
BOWLING ALLEY(VACANT LAND AT BACK)
PLAZA(COMMERCIAL)
PROPOSEDMEDICALBUILDING
(± 7,213 SF)
BM
~~
~~
MW-4A
494.6
495.2496.9
492.7
495.0
494.3
495.2
492.7
495.1
495.0
495.5
LEGEND:
PARCEL BOUNDARY
EXISTING BUILDING (INTERIOR & FACIA REDEVELOPMENT)
PLANNED NEW REDEVELOPMENT
RI OVERBURDEN MONITORING WELL (5)
RI BEDROCK MONITORING WELL (3)
PROPERTY BOUNDARY
BCP BOUNDARY
UTILITY - STORM SEWER CATCH BASINCB-1
UTILITY - STORM SEWER
UTILITY - ELECTRIC
UTILITY - POLE
UTILITY - EXISTING SANITARY SEWER
UTILITY - SANITARY SEWER MANHOLEMH
UTILITY - STORM SEWER (SUSPECTED)
SURVEY BENCHMARKBM
GROUNDWATER FLOW DIRECTION
MW-3A
MW-3B
GROUNDWATER CONTOUR (WITH ELEVATION)
0'
SCALE IN FEET(approximate)
30' 30' 60'
SCALE: 1 INCH = 30 FEET
PR
EP
AR
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FO
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RI/A
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hallo
w G
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WALGREENSPHARMACY/STORE
KEY BANK
RITE AIDPHARMACY/STORE
DENTALOFFICES
PAPPAS'SRESTAURANT
PLAZA(COMMERCIAL)
BOWLING ALLEY(VACANT LAND AT BACK)
PLAZA(COMMERCIAL)
PROPOSEDMEDICALBUILDING
(± 7,213 SF)
BM
~~
~~
MW-4A
494.1
494.0
494.0
LEGEND:
PARCEL BOUNDARY
EXISTING BUILDING (INTERIOR & FACIA REDEVELOPMENT)
PLANNED NEW REDEVELOPMENT
RI OVERBURDEN MONITORING WELL (5)MW-3A
RI BEDROCK MONITORING WELL (3)MW-3B
PROPERTY BOUNDARY
BCP BOUNDARY
UTILITY - STORM SEWER CATCH BASINCB-1
UTILITY - STORM SEWER
UTILITY - ELECTRIC
UTILITY - POLE
UTILITY - EXISTING SANITARY SEWER
UTILITY - SANITARY SEWER MANHOLEMH
UTILITY - STORM SEWER (SUSPECTED)
SURVEY BENCHMARKBM
GROUNDWATER FLOW DIRECTION
GROUNDWATER CONTOUR (W/ ELEVATION) (DASHED WHERE INFERRED)
0'
SCALE IN FEET(approximate)
30' 30' 60'
SCALE: 1 INCH = 30 FEET
PR
EP
AR
ED
FO
R
DR
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N B
Y:
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TE:
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PR
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BY
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9
DIS
CL
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BC
H
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201
5
FIGURE 8
BE
DR
OC
K G
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DW
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IS
OP
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EN
TIA
L M
AP
- 02/16/15
RI/A
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CH
AR
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.C.
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\Tur
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- R
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8; B
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W Is
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-15)
.dw
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WALGREENSPHARMACY/STORE
KEY BANK
RITE AIDPHARMACY/STORE
DENTALOFFICES
PAPPAS'SRESTAURANT
PLAZA(COMMERCIAL)
BOWLING ALLEY(VACANT LAND AT BACK)
PLAZA(COMMERCIAL)
PROPOSEDMEDICALBUILDING
(± 7,213 SF)
BM
~~
~~
MW-4A
494.8
494.7
494.7
LEGEND:
PARCEL BOUNDARY
EXISTING BUILDING (INTERIOR & FACIA REDEVELOPMENT)
PLANNED NEW REDEVELOPMENT
RI OVERBURDEN MONITORING WELL (5)MW-3A
RI BEDROCK MONITORING WELL (3)MW-3B
PROPERTY BOUNDARY
BCP BOUNDARY
UTILITY - STORM SEWER CATCH BASINCB-1
UTILITY - STORM SEWER
UTILITY - ELECTRIC
UTILITY - POLE
UTILITY - EXISTING SANITARY SEWER
UTILITY - SANITARY SEWER MANHOLEMH
UTILITY - STORM SEWER (SUSPECTED)
SURVEY BENCHMARKBM
GROUNDWATER FLOW DIRECTION
GROUNDWATER CONTOUR (W/ ELEVATION) (DASHED WHERE INFERRED)
0'
SCALE IN FEET(approximate)
30' 30' 60'
SCALE: 1 INCH = 30 FEET
PR
EP
AR
ED
FO
R
DR
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N B
Y:
CH
EC
KE
D B
Y:
DA
TE:
SE
AL
AP
PR
OV
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BY
:
JOB
NO
.:
25
58
H
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T
UR
NP
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E, S
UIT
E 3
00
, B
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, N
Y 1
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9
DIS
CL
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:
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TY
O
F B
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CH
MA
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NV
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T
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TIM
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IN
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D IN
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OF
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W
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N C
ON
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MA
RK
EN
VIR
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ME
NT
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NG
IN
EE
RIN
G &
S
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NC
E, P
LL
C &
T
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NK
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EN
VIR
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NT
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.
BC
H
AP
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201
5
FIGURE 9
BE
DR
OC
K G
RO
UN
DW
AT
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IS
OP
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EN
TIA
L M
AP
- 03/25/15
RI/A
A R
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OR
T
OR
CH
AR
D P
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K, N
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3021
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\Tur
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- R
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9; B
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W Is
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.dw
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WALGREENSPHARMACY/STORE
KEY BANK
RITE AIDPHARMACY/STORE
DENTALOFFICES
PAPPAS'SRESTAURANT
PLAZA(COMMERCIAL)
BOWLING ALLEY(VACANT LAND AT BACK)
PLAZA(COMMERCIAL)
PROPOSEDMEDICALBUILDING
(± 7,213 SF)
BM
~~
~~
MW-4A
494.8
494.7
494.6
LEGEND:
PARCEL BOUNDARY
EXISTING BUILDING (INTERIOR & FACIA REDEVELOPMENT)
PLANNED NEW REDEVELOPMENT
RI OVERBURDEN MONITORING WELL (5)MW-3A
RI BEDROCK MONITORING WELL (3)MW-3B
PROPERTY BOUNDARY
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UTILITY - STORM SEWER CATCH BASINCB-1
UTILITY - STORM SEWER
UTILITY - ELECTRIC
UTILITY - POLE
UTILITY - EXISTING SANITARY SEWER
UTILITY - SANITARY SEWER MANHOLEMH
UTILITY - STORM SEWER (SUSPECTED)
SURVEY BENCHMARKBM
GROUNDWATER FLOW DIRECTION
GROUNDWATER CONTOUR (W/ ELEVATION) (DASHED WHERE INFERRED)
0'
SCALE IN FEET(approximate)
30' 30' 60'
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PR
EP
AR
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FO
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D B
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DA
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PR
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DIS
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E, P
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BC
H
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201
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FIGURE 10
BE
DR
OC
K G
RO
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DW
AT
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IS
OP
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EN
TIA
L M
AP
- 04/06/15
RI/A
A R
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OR
CH
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3021
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\Tur
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1-30
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10; B
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ck G
W Is
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.dw
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WALGREENSPHARMACY/STORE
KEY BANK
RITE AIDPHARMACY/STORE
DENTALOFFICES
PAPPAS'SRESTAURANT
PLAZA(COMMERCIAL)
BOWLING ALLEY(VACANT LAND AT BACK)
PLAZA(COMMERCIAL)
PROPOSEDMEDICALBUILDING
(± 7,213 SF)
~~
~~
LEGEND:
PARCEL BOUNDARY
AIR SAMPLE LOCATION (TURNKEY) (SUBSLAB VAPOR, INDOOR, & OUTDOOR AIR)SUB-1
EXISTING BUILDING (INTERIOR & FACIA REDEVELOPMENT)
PLANNED NEW REDEVELOPMENT
RI SOIL VAPOR SAMPLE LOCATION (2)SVSV-01
PROPERTY BOUNDARY
BCP BOUNDARY
UTILITY - STORM SEWER CATCH BASINCB-1
UTILITY - STORM SEWER
UTILITY - ELECTRIC
UTILITY - POLE
UTILITY - EXISTING SANITARY SEWER
UTILITY - SANITARY SEWER MANHOLEMH
UTILITY - STORM SEWER (SUSPECTED)
PLANNED ASD SYSTEM SUCTION CAVITY LOCATION (APPROXIMATE) (19)ASD
PLANNED ASD SYSTEM AREA
0'
SCALE IN FEET(approximate)
30' 30' 60'
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PR
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AR
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FO
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DIS
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:
PR
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BC
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201
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FIGURE 11
SO
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PL
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&
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D E
XT
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CH
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AR
K R
OA
D
3021
-304
1 O
RC
HA
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PA
RK
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AD
, LLC
& C
CS
ON
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Y, P
.C.
0304
-014
-003
F:\C
AD
\Tur
nKey
\302
1-30
41 O
rcha
rd P
ark
Rd
LLC
(C91
5289
)\05
- R
I-A
A R
epor
t\Fig
ure
11; S
oil V
apor
Sam
ple
Loca
tions
& A
SD
Ext
ract
ion
Sys
tem
.dw
g
WALGREENSPHARMACY/STORE
KEY BANK
RITE AIDPHARMACY/STORE
DENTALOFFICES
PAPPAS'SRESTAURANT
PLAZA(COMMERCIAL)
BOWLING ALLEY(VACANT LAND AT BACK)
PLAZA(COMMERCIAL)
PROPOSEDMEDICALBUILDING
(± 7,213 SF)
~~
~~
MW-4A
B-20
B-24B-25
B-1 (0.3 - 2.0)
2-Butanone (MEK) = 0.58 mg/kgAcetone = 0.42 J mg/kg
B-6 (4.0 - 8.0)
cis-1,2-Dichloroethene = 2.4 mg/kgtrans-1,2-Dichloroethene = 0.46 mg/kgTrichloroethene = 0.55 mg/kg
B-15 (4.0 - 8.0)
Arsenic = 19 mg/kg
B-20 (2.0 - 4.0)
Arsenic = 17 mg/kg
B-24 (2.0 - 4.0)
Tetrachloroethene (PCE) = 5.4 mg/kgMW-1B (2.0 - 4.0)
Acetone = 0.31 J mg/kg
SED-1
2-Butanone (MEK) = 45 J mg/kgAcetone = 110 J mg/kgcis-1,2-Dichloroethene = 280 mg/kgTetrachloroethene (PCE) = 3800 mg/kgTrichloroethene (TCE) = 85 mg/kg
BH-6 (2.0 - 4.0)
Acetone = 0.0535 mg/kg
SB-5 (2.5 - 3.0)
Tetrachloroethene (PCE) = 2 mg/kg
SB-6 (2.5 - 3.0)
Tetrachloroethene (PCE) = 9.9 mg/kg
B-20
B-24LEGEND:
PARCEL BOUNDARY
SOIL BORING (TURNKEY)SB-1
BORE HOLE / TEMPORARY WELL (TURNKEY)
BORE HOLE (LCS)BH-1
BOREHOLE / TEMPORARY WELL (LCS)
BH-10TPMW-7
BH6TPMW4
EXISTING BUILDING (INTERIOR & FACIA REDEVELOPMENT)
PLANNED NEW REDEVELOPMENT
RI SOIL BORING (20)B-22
RI OVERBURDEN MONITORING WELL (5)MW-3A
RI BEDROCK MONITORING WELL (3)MW-3B
PROPERTY BOUNDARY
BCP BOUNDARY
GEOTECHNICAL BORING (BY OTHERS) (5)B-1
UTILITY - STORM SEWER CATCH BASINCB-1
UTILITY - STORM SEWER
UTILITY - ELECTRIC
UTILITY - POLE
UTILITY - EXISTING SANITARY SEWER
UTILITY - SANITARY SEWER MANHOLEMH
UTILITY - STORM SEWER (SUSPECTED)
RI SOIL BORING EXCEEDING SCOs (7)B-6
SED-1
2-Butanone (MEK) = 45 J mg/kgAcetone = 110 J mg/kgcis-1,2-Dichloroethene = 280 mg/kgTetrachloroethene (PCE) = 3800 mg/kgTrichloroethene (TCE) = 85 mg/kg
SOIL/SEDIMENT RI ANALYTICAL RESULTS(red = exceeds the RRSCO)(blue = exceeds the PGW SCO)
SEDIMENT SAMPLE (2)SED-1
0'
SCALE IN FEET(approximate)
30' 30' 60'
SCALE: 1 INCH = 30 FEET
PR
EP
AR
ED
FO
R
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
DA
TE:
SE
AL
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PR
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ED
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:
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NO
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25
58
H
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56
-0
59
9
DIS
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PR
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ME
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ES
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W
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W
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E, P
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TO
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N, L
LC
.
BC
H
AP
RIL
201
5
FIGURE 12
SO
IL
&
S
ED
IM
EN
T
AN
AL
YT
IC
AL
R
ES
UL
TS
RI/A
A R
EP
OR
T
OR
CH
AR
D P
AR
K, N
EW
YO
RK
3021
OR
CH
AR
D P
AR
K R
OA
D
3021
-304
1 O
RC
HA
RD
PA
RK
RO
AD
, LLC
& C
CS
ON
CO
LOG
Y, P
.C.
0304
-014
-003
F:\C
AD
\Tur
nKey
\302
1-30
41 O
rcha
rd P
ark
Rd
LLC
(C91
5289
)\05
- R
I-A
A R
epor
t\Fig
ure
12; S
oil &
Sed
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t Ana
lytic
al R
esul
ts.d
wg
WALGREENSPHARMACY/STORE
KEY BANK
RITE AIDPHARMACY/STORE
DENTALOFFICES
PAPPAS'SRESTAURANT
PLAZA(COMMERCIAL)
BOWLING ALLEY(VACANT LAND AT BACK)
PLAZA(COMMERCIAL)
PROPOSEDMEDICALBUILDING
(± 7,213 SF)
~~
~~
MW-4A
MW-1A:
Iron = 1.18 mg/LMagnesium = 44.8 mg/LManganese = 0.5738 mg/LSodium = 173 mg/L
Total cVOCs = ND mg/L
MW-1B:
Iron = 3.33 mg/LSodium = 77.4 mg/L
Total cVOCs = ND mg/L
MW-2A:
Manganese = 0.4908 mg/LSodium = 114 mg/L
Total cVOCs = ND mg/L
MW-2B:
Iron = 0.69 mg/LSodium = 80.4 mg/L
Total cVOCs = ND mg/L
MW-3A:
Iron = 6.84 mg/LMagnesium = 39.7 mg/LManganese = 0.5296 mg/LSodium = 88.5 mg/L
Total cVOCs = ND mg/L
MW-3B:
Iron = 1.55 mg/LSodium = 40.1 J mg/L
Total cVOCs = ND mg/L
MW-4A:
cis-1,2-Dichloroethene = 0.022 mg/LIron = 14.2 mg/LMagnesium = 105 mg/LManganese = 0.3566 mg/LSodium = 62.9 mg/L
Total cVOCs = 0.022 mg/L
MW-5A:
Iron = 0.483 mg/LManganese = 0.3298 mg/LSodium = 32.2 mg/L
Total cVOCs = ND mg/L
TPMW-7:
cis-1,2-Dichloroethene = 0.03 mg/LVinyl Chloride = 0.0027 mg/L
Total cVOCs = 0.0385 mg/L
TPMW-11:
Benzene = 0.0012 mg/Lcis-1,2-Dichloroethene = 0.087 mg/LTetrachloroethene = 0.015 mg/LTrichloroethene = 0.011 mg/LVinyl Chloride = 0.011 mg/L
Total cVOCs = 0.12544 mg/L
CB-3:
Total cVOCs = 0.00214 mg/L
TPMW-1:
cis-1,2-Dichloroethene = 0.0673 mg/LTetrachloroethene = 0.0716 mg/LTrichloroethene = 0.0269 mg/L
Total cVOCs = 0.16888 mg/L
TPMW-2:
cis-1,2-Dichloroethene = 0.165 mg/LTetrachloroethene = 0.015 mg/LTrichloroethene = 0.0224 mg/LVinyl Chloride = 0.0024 mg/L
Total cVOCs = 0.21017 mg/L
MW-4A:
cis-1,2-Dichloroethene = 0.024 mg/L
Total cVOCs = 0.024 mg/L
LEGEND:
PARCEL BOUNDARY
BORE HOLE / TEMPORARY WELL (TURNKEY)
BOREHOLE / TEMPORARY WELL (LCS)
BH-10TPMW-7
BH6TPMW4
EXISTING BUILDING (INTERIOR & FACIA REDEVELOPMENT)
PLANNED NEW REDEVELOPMENT
RI OVERBURDEN MONITORING WELL (5)MW-3A
RI BEDROCK MONITORING WELL (3)MW-3B
PROPERTY BOUNDARY
BCP BOUNDARY
UTILITY - STORM SEWER CATCH BASINCB-1
UTILITY - STORM SEWER
UTILITY - ELECTRIC
UTILITY - POLE
UTILITY - EXISTING SANITARY SEWER
UTILITY - SANITARY SEWER MANHOLEMH
UTILITY - STORM SEWER (SUSPECTED)
RI GROUNDWATER (ROUND 1) & STORM WATER ANALYTICAL RESULTS(compounds shown exceed their individual GWQSs/GVs)(there is no GWQS/GV for Total cVOCs)
TPMW-1:
cis-1,2-Dichloroethene = 0.0673 mg/LTetrachloroethene = 0.0716 mg/LTrichloroethene = 0.0269 mg/L
Total cVOCs = 0.16888 mg/L
SURVEY BENCHMARKBM
RI GROUNDWATER ANALYTICAL RESULTS (ROUND 2)(compounds shown exceed their individual GWQSs/GVs)(there is no GWQS/GV for Total cVOCs)
MW-4A:
cis-1,2-Dichloroethene = 0.0024 mg/L
Total cVOCs = 0.024 mg/L
0'
SCALE IN FEET(approximate)
30' 30' 60'
SCALE: 1 INCH = 30 FEET
PR
EP
AR
ED
FO
R
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
DA
TE:
SE
AL
AP
PR
OV
ED
BY
:
JOB
NO
.:
25
58
H
AM
BU
RG
T
UR
NP
IK
E, S
UIT
E 3
00
, B
UF
FA
LO
, N
Y 1
42
18
, (7
16
) 8
56
-0
59
9
DIS
CL
AIM
ER
:
PR
OP
ER
TY
O
F B
EN
CH
MA
RK
E
NV
IR
ON
ME
NT
AL
E
NG
IN
EE
RIN
G &
SC
IE
NC
E, P
LL
C. &
T
UR
NK
EY
E
NV
IR
ON
ME
NT
AL
R
ES
TO
RA
TIO
N,
LL
C IM
PO
RT
AN
T: T
HIS
D
RA
WIN
G P
RIN
T IS
L
OA
NE
D F
OR
M
UT
UA
L
AS
SIS
TA
NC
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ND
A
S S
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H IS
S
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L A
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TIM
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IN
FO
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CO
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H
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N
IS
N
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DIS
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O
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D IN
A
NY
F
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M F
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T
HE
B
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EF
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OF
P
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S O
TH
ER
T
HA
N N
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SA
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S
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CO
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RA
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OR
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SU
PP
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W
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HO
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T
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W
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N C
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SE
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O
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CH
MA
RK
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VIR
ON
ME
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AL E
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IN
EE
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G &
S
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NC
E, P
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C &
T
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VIR
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ME
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AL
R
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TO
RA
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N, L
LC
.
BC
H
AP
RIL
201
5
FIGURE 13
GR
OU
ND
WA
TE
R &
S
TO
RM
W
AT
ER
AN
AL
YT
IC
AL
R
ES
UL
TS
RI/A
A R
EP
OR
T
OR
CH
AR
D P
AR
K, N
EW
YO
RK
3021
OR
CH
AR
D P
AR
K R
OA
D
3021
-304
1 O
RC
HA
RD
PA
RK
RO
AD
, LLC
& C
CS
ON
CO
LOG
Y, P
.C.
0304
-014
-003
WALGREENSPHARMACY/STORE
KEY BANK
RITE AIDPHARMACY/STORE
DENTALOFFICES
PAPPAS'SRESTAURANT
PLAZA(COMMERCIAL)
BOWLING ALLEY(VACANT LAND AT BACK)
PLAZA(COMMERCIAL)
PROPOSEDMEDICALBUILDING
(± 7,213 SF)
~~
~~
MW-4A
B-20
B-24B-25
SV-2
Matrix 1:• Trichloroethene (TCE) = 0.204 ug/mg3
• Carbon Tetrachloride = < 0.2 ug/mg3
• Vinyl Chloride = < 0.2 ug/mg3
Matrix 2:• Tetrachloroethene (PCE) = < 0.2 ug/mg3
• 1,1-Dichloroethene = < 0.2 ug/mg3
• cis-1,2-Dichloroethene = < 0.2 ug/mg3
• 1,1,1-Trichloroethane = < 0.2 ug/mg3
SV-3
Matrix 1:• Trichloroethene (TCE) = < 0.2 ug/mg3
• Carbon Tetrachloride = < 0.2 ug/mg3
• Vinyl Chloride = < 0.2 ug/mg3
Matrix 2:• Tetrachloroethene (PCE) = < 0.2 ug/mg3
• 1,1-Dichloroethene = < 0.2 ug/mg3
• cis-1,2-Dichloroethene = < 0.2 ug/mg3
• 1,1,1-Trichloroethane = < 0.2 ug/mg3
SUBSLAB VAPOR (PHASE II):
Matrix 1:• Trichloroethene (TCE) = < 0.2 ug/mg3
• Carbon Tetrachloride = < 0.2 ug/mg3
• Vinyl Chloride = < 0.2 ug/mg3
Matrix 2:• Tetrachloroethene (PCE) = 0.58 ug/mg3
• 1,1-Dichloroethene = < 0.2 ug/mg3
• cis-1,2-Dichloroethene = < 0.2 ug/mg3
• 1,1,1-Trichloroethane = < 0.2 ug/mg3
INDOOR AMBIENT AIR (PHASE II):
Matrix 1:• Trichloroethene (TCE) = < 0.02 ug/mg3
• Carbon Tetrachloride = 0.054 ug/mg3
• Vinyl Chloride = < 0.02 ug/mg3
Matrix 2:• Tetrachloroethene (PCE) = 0.471 ug/mg3
• 1,1-Dichloroethene = < 0.02 ug/mg3
• cis-1,2-Dichloroethene = < 0.02 ug/mg3
• 1,1,1-Trichloroethane = < 0.02 ug/mg3
OUTDOOR AMBIENT AIR
Matrix 1:• Trichloroethene (TCE) = < 0.02 ug/mg3
• Carbon Tetrachloride = 0.052 ug/mg3
• Vinyl Chloride = < 0.02 ug/mg3
Matrix 2:• Tetrachloroethene (PCE) = 0.038 ug/mg3
• 1,1-Dichloroethene = < 0.02 ug/mg3
• cis-1,2-Dichloroethene = < 0.02 ug/mg3
• 1,1,1-Trichloroethane = < 0.02 ug/mg3
B-20
B-24LEGEND:
PARCEL BOUNDARY
SOIL BORING (TURNKEY)SB-1
BORE HOLE / TEMPORARY WELL (TURNKEY)
BORE HOLE (LCS)BH-1
BOREHOLE / TEMPORARY WELL (LCS)
AIR SAMPLE LOCATION (TURNKEY) (SUBSLAB VAPOR, INDOOR, & OUTDOOR AIR)SUB-1
BH-10TPMW-7
BH6TPMW4
EXISTING BUILDING (INTERIOR & FACIA REDEVELOPMENT)
PLANNED NEW REDEVELOPMENT
RI SOIL BORING (20)B-22
RI OVERBURDEN MONITORING WELL (5)MW-3A
RI BEDROCK MONITORING WELL (3)MW-3B
RI SOIL VAPOR SAMPLE LOCATION (2)SVSV-01
PROPERTY BOUNDARY
BCP BOUNDARY
GEOTECHNICAL BORING (BY OTHERS) (5)B-1
UTILITY - STORM SEWER CATCH BASINCB-1
UTILITY - STORM SEWER
UTILITY - ELECTRIC
UTILITY - POLE
UTILITY - EXISTING SANITARY SEWER
UTILITY - SANITARY SEWER MANHOLEMH
UTILITY - STORM SEWER (SUSPECTED)
PLANNED ASD SYSTEM SUCTION CAVITY LOCATION (APPROXIMATE) (19)ASDSV-2
Matrix 1:• Trichloroethene (TCE) = 0.204 ug/mg3
• Carbon Tetrachloride = < 0.2 ug/mg3
• Vinyl Chloride = < 0.2 ug/mg3
Matrix 2:• Tetrachloroethene (PCE) = < 0.2 ug/mg3
• 1,1-Dichloroethene = < 0.2 ug/mg3
• cis-1,2-Dichloroethene = < 0.2 ug/mg3
• 1,1,1-Trichloroethane = < 0.2 ug/mg3
SOIL VAPOR / AMBIENT AIR ANALYTICAL RESULTS(red = compound detected above the MDL)(black = compound reported as non-detect or below the MDL)
PLANNED ASD SYSTEM AREA
SEDIMENT SAMPLE (2)SED-1
0'
SCALE IN FEET(approximate)
30' 30' 60'
SCALE: 1 INCH = 30 FEET
PR
EP
AR
ED
FO
R
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
DA
TE:
SE
AL
AP
PR
OV
ED
BY
:
JOB
NO
.:
25
58
H
AM
BU
RG
T
UR
NP
IK
E, S
UIT
E 3
00
, B
UF
FA
LO
, N
Y 1
42
18
, (7
16
) 8
56
-0
59
9
DIS
CL
AIM
ER
:
PR
OP
ER
TY
O
F B
EN
CH
MA
RK
E
NV
IR
ON
ME
NT
AL
E
NG
IN
EE
RIN
G &
SC
IE
NC
E, P
LL
C. &
T
UR
NK
EY
E
NV
IR
ON
ME
NT
AL
R
ES
TO
RA
TIO
N,
LL
C IM
PO
RT
AN
T: T
HIS
D
RA
WIN
G P
RIN
T IS
L
OA
NE
D F
OR
M
UT
UA
L
AS
SIS
TA
NC
E A
ND
A
S S
UC
H IS
S
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T
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AL
L A
T A
NY
TIM
E.
IN
FO
RM
AT
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N
CO
NT
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ED
H
ER
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N
IS
N
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T
O
BE
DIS
CL
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ED
O
R R
EP
RO
DU
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D IN
A
NY
F
OR
M F
OR
T
HE
B
EN
EF
IT
OF
P
AR
TIE
S O
TH
ER
T
HA
N N
EC
ES
SA
RY
S
UB
CO
NT
RA
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OR
S &
SU
PP
LIE
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W
IT
HO
UT
T
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W
RIT
TE
N C
ON
SE
NT
O
F B
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CH
MA
RK
EN
VIR
ON
ME
NT
AL E
NG
IN
EE
RIN
G &
S
CIE
NC
E, P
LL
C &
T
UR
NK
EY
EN
VIR
ON
ME
NT
AL
R
ES
TO
RA
TIO
N, L
LC
.
BC
H
AP
RIL
201
5
FIGURE 14
SO
IL
V
AP
OR
A
NA
LY
TIC
AL
R
ES
UL
TS
RI/A
A R
EP
OR
T
OR
CH
AR
D P
AR
K, N
EW
YO
RK
3021
OR
CH
AR
D P
AR
K R
OA
D
3021
-304
1 O
RC
HA
RD
PA
RK
RO
AD
, LLC
& C
CS
ON
CO
LOG
Y, P
.C.
0304
-014
-003
WALGREENSPHARMACY/STORE
KEY BANK
RITE AIDPHARMACY/STORE
DENTALOFFICES
PAPPAS'SRESTAURANT
PLAZA(COMMERCIAL)
BOWLING ALLEY(VACANT LAND AT BACK)
PLAZA(COMMERCIAL)
PROPOSEDMEDICALBUILDING
(± 7,213 SF)
~~
~~
MW-4A
LEGEND:
PARCEL BOUNDARY
EXISTING BUILDING (INTERIOR & FACIA REDEVELOPMENT)
PLANNED NEW REDEVELOPMENT
RI OVERBURDEN MONITORING WELL (5)MW-3A
RI BEDROCK MONITORING WELL (3)MW-3B
PROPERTY BOUNDARY
BCP BOUNDARY
UTILITY - STORM SEWER CATCH BASINCB-1
UTILITY - STORM SEWER
UTILITY - ELECTRIC
UTILITY - POLE
UTILITY - EXISTING SANITARY SEWER
UTILITY - SANITARY SEWER MANHOLEMH
UTILITY - STORM SEWER (SUSPECTED)
IRM MONITORING WELL (OVERBURDEN & BEDROCK) (1)MW-6
AREA OF CONCERN (cVOCs) (4,911 SF)
0'
SCALE IN FEET(approximate)
30' 30' 60'
SCALE: 1 INCH = 30 FEET
PR
EP
AR
ED
FO
R
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
DA
TE:
SE
AL
AP
PR
OV
ED
BY
:
JOB
NO
.:
25
58
H
AM
BU
RG
T
UR
NP
IK
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18
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9
DIS
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ER
:
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E
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SC
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LL
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ES
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BC
H
AP
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201
5
FIGURE 15
AR
EA
O
F C
ON
CE
RN
(cV
OC
s)
RI/A
A R
EP
OR
T
OR
CH
AR
D P
AR
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0304
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WALGREENSPHARMACY/STORE
KEY BANK
RITE AIDPHARMACY/STORE
DENTALOFFICES
PAPPAS'SRESTAURANT
PLAZA(COMMERCIAL)
BOWLING ALLEY(VACANT LAND AT BACK)
PLAZA(COMMERCIAL)
PROPOSEDMEDICALBUILDING
(± 7,213 SF)
BM
~~
~~
MW-4A
B-20
B-24B-25
Impacted Areas Above USCOs
(see Table 5)
LocationCompound
B-12-Butanone (MEK)AcetoneTolueneXylenes (total)
B-5 Mercury
B-6cis-1,2-DCEtrans-1,2-DCETCE
B-9 Nickel
B-10 Nickel
B-15 ArsenicNickel
B-19 ArsenicNickel
B-20 Arsenic
B-22 Arsenic
B-24 PCE
MW-1B Nickel
MW-2B Nickel
MW-3B Nickel
SED-1
cis-1,2-DCEPCETCESilverZinc
BH-6 Acetone
SB-5 PCE
SB-6 PCE
LEGEND:
PARCEL BOUNDARY
SOIL BORING (TURNKEY)SB-1
BORE HOLE / TEMPORARY WELL (TURNKEY)
BORE HOLE (LCS)BH-1
BOREHOLE / TEMPORARY WELL (LCS)
AIR SAMPLE LOCATION (TURNKEY) (SUBSLAB VAPOR, INDOOR, & OUTDOOR AIR)SUB-1
BH-10TPMW-7
BH6TPMW4
EXISTING BUILDING (INTERIOR & FACIA REDEVELOPMENT)
PLANNED NEW REDEVELOPMENT
RI SOIL BORING (20)B-22
RI OVERBURDEN MONITORING WELL (5)MW-3A
RI BEDROCK MONITORING WELL (3)MW-3B
RI SOIL VAPOR SAMPLE LOCATION (2)SVSV-01
PROPERTY BOUNDARY
BCP BOUNDARY
GEOTECHNICAL BORING (BY OTHERS) (5)B-1
UTILITY - STORM SEWER CATCH BASINCB-1
UTILITY - STORM SEWER
UTILITY - ELECTRIC
UTILITY - POLE
UTILITY - EXISTING SANITARY SEWER
UTILITY - SANITARY SEWER MANHOLEMH
UTILITY - STORM SEWER (SUSPECTED)
SURVEY BENCHMARKBM
SEDIMENT SAMPLE (2)SED-1
IMPACTED AREAS ABOVE THE USCOs
0'
SCALE IN FEET(approximate)
30' 30' 60'
SCALE: 1 INCH = 30 FEET
PR
EP
AR
ED
FO
R
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
DA
TE:
SE
AL
AP
PR
OV
ED
BY
:
JOB
NO
.:
25
58
H
AM
BU
RG
T
UR
NP
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E 3
00
, B
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FA
LO
, N
Y 1
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18
, (7
16
) 8
56
-0
59
9
DIS
CL
AIM
ER
:
PR
OP
ER
TY
O
F B
EN
CH
MA
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E
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IR
ON
ME
NT
AL
E
NG
IN
EE
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G &
SC
IE
NC
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T
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NK
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ME
NT
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ES
TO
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TIO
N,
LL
C IM
PO
RT
AN
T: T
HIS
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WIN
G P
RIN
T IS
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AS
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TA
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AL
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TIM
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H
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IS
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BE
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ED
O
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EP
RO
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CE
D IN
A
NY
F
OR
M F
OR
T
HE
B
EN
EF
IT
OF
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AR
TIE
S O
TH
ER
T
HA
N N
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ES
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RY
S
UB
CO
NT
RA
CT
OR
S &
SU
PP
LIE
RS
W
IT
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UT
T
HE
W
RIT
TE
N C
ON
SE
NT
O
F B
EN
CH
MA
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EN
VIR
ON
ME
NT
AL E
NG
IN
EE
RIN
G &
S
CIE
NC
E, P
LL
C &
T
UR
NK
EY
EN
VIR
ON
ME
NT
AL
R
ES
TO
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TIO
N, L
LC
.
BC
H
AP
RIL
201
5
FIGURE 16
IM
PA
CT
ED
A
RE
AS
A
BO
VE
TH
E U
SC
Os
RI/A
A R
EP
OR
T
OR
CH
AR
D P
AR
K, N
EW
YO
RK
3021
OR
CH
AR
D P
AR
K R
OA
D
3021
-304
1 O
RC
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RK
RO
AD
, LLC
& C
CS
ON
CO
LOG
Y, P
.C.
0304
-014
-003
