Part 3 Reference Reports Wayne Oakland DCSpec_Rev_02-19.pdf
PDF 6 MB Posted
- Attached to
- 761/20035. SAR Former Wayne Oakland Oil
- Solicitation number
- RFQ 171 200000000255 5
- Issued by
- Benzie County, Riverview City, Michigan
About this file
This is a technical reference report prepared by the Michigan Department of Environmental Quality (MDEQ) documenting soil and groundwater conditions at the Wayne Oakland Oil Site located in Royal Oak, Michigan. The site encompasses approximately 4 acres in an urban setting with multiple adjacent properties including Metro Lofts, Station 3 Lofts, and various commercial buildings. The report presents comprehensive site characterization data collected between 2009 and 2011, including soil boring locations, monitoring well installations, soil gas sampling results, and groundwater potentiometric surface mapping. The site investigation involved 48 soil borings, multiple monitoring wells, and soil gas wells to assess contamination from historical underground and aboveground storage tanks that previously stored unleaded gasoline, leaded gasoline, diesel fuel, and fuel oil. Sampling and monitoring well locations were surveyed in December 2009 and December 2010 with elevations referenced to NAVD 88 using Michigan State Plane South 2113 Zone coordinates.
The report documents the presence of light non-aqueous phase liquid (LNAPL) and soil and groundwater contamination detected during multiple sampling events. Geologic cross-sections indicate the site is underlain by fill materials, sand, gravel, clay, and silt layers, with groundwater elevations ranging from approximately 638.5 to 641.8 feet above mean sea level across four potentiometric surface maps created between July 2010 and February 2011. Soil exceedances and soil gas detections are mapped and identified as exceeding residential drinking water protection criteria or groundwater surface water interface protection criteria, with analytical results presented in micrograms per kilogram and micrograms per cubic meter. The report includes utility location information noting that water lines are generally 5 feet below ground with sand backfill, while storm and sanitary sewers are typically 3 to 5 feet below ground. No specific contract terms, pricing, or procurement details are included in this technical reference document.
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Text version
QUADRANGLE LOCATION
SCALE: 1:24,000
11 1/2 0 1 MILE
01000 1000 2000 4000 5000 6000 7000 FEET3000
COPYRIGHT 2011
c
WAYNE OAKLAND OIL SITE
SITE LOCATION MAP FIGURE 1
SITE
LOCATION
MARCH 2011
U s e r A
K E
N S p e c P
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W A
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A
V E
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P
A
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SITE BUILDING
230 E. HARRISON
METRO LOFTS
322 E. HARRISON
STATION 3 LOFTS
333 E. PARENT
PARKING
LOT
PARKING
LOT
APPROXIMATE
SITE BOUNDARY
WALL
E. HARRISON AVE
X
X
X
X
X
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A L K
STAIRS
KASCO
EQUITIES, LLC
212 E.
HARRISON
S
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M STM
STM
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STM
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O H
OH
OH
OH
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SIDEWALK
SIDEWALK
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GILL
E. PARENT
GILL
308 E. PARENT
ROYAL GILL
PROPERTIES, LLC
302 E. PARENT
V I O
G O
L D
L L C
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P
A R
E N
T
KASCO
EQUITIES, LLC
E. PARENT
PARKING LOT
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TM
STM
STM
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TM
STM
STM
UNDERGROUND WATER
DETENTION SYSTEM
S
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M
S
T
M
S
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M
S
T
M
S
T
M
S
T
M
S
T
M
S
A
N
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A
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8"
8" 15"
15"
30"
12"
12"
4"
4"
S I T
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SB-34
SB-25
SB-35
SB-30
SB-36
SB-26
SB-27
SB-32
SB-31
SB-24
SB-1
SB-23
SB-2
SB-3
SB-33
SB-41
SB-28
SB-4
SB-6
SB-19
SB-22
SB-7
SB-17
SB-21
SB-16
SB-8
SB-15
SB-20
SB-9
SB-13
SB-43
SB-38
SB-10
SB-18
SB-39
SB-42
SB-5
SB-40
SB-37
SB-12
SB-11
SS-3
SS-5
SS-4
SS-2
SS-1
B
SGW-1
SGW-2
SGW-3
SGW-4
SGW-7
SGW-6
SGW-5
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MH-B
CB-4A
MH-C
SB-44
SB-48
SB-45
SB-47
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CB-3
CB-4
CB-5
MH-A
MH-B
CB-2
MW 4
MW 3
MW 2
MW 6
MW 5
SB-14/MW 1
MW-7
SB-46
SCALE IN FEET
0 20 40
MARCH 2012 MICHIGAN DEPARTMENT OF ENVIRONMENTAL QUALITY
SITE BASE MAP
ROYAL OAK, MICHIGAN
WAYNE OAKLAND OIL SITE
FIGURE 2
1. IN DECEMBER 2009 AND DECEMBER 2010 SAMPLING AND
MONITORING WELL LOCATIONS WERE SURVEYED BY ATWELL OF
SOUTHFIELD, MICHIGAN. SURVEY ELEVATIONS AND LOCATIONS
WERE PROVIDED IN MICHIGAN STATE PLANE, SOUTH 2113 ZONE,
INTERNATIONAL FEET (LOCATIONS - NAD 83; ELEVATIONS - NAVD 88).
2. THE LOCATIONS OF UTILITIES AND OTHER SITE FEATURES ARE
APPROXIMATE. HOWEVER, BASED ON INFORMATION PROVIDED BY
THE CITY OF ROYAL OAK, THE WATER LINES ARE GENERALLY 5 FEET
BELOW GROUND AND COVERED WITH SAND BACKFILL. STORM AND
SANITARY SEWERS ARE GENERALLY 3 TO 5 FEET BELOW GROUND
AND COVERED WITH SAND BACKFILL.
3. THIS DRAWING MAY BE REPRODUCED FOR USE BY THE STATE OF
MICHIGAN OR ITS AUTHORIZED REPRESENTATIVE.
LEGEND
MONITORING WELL
SOIL GAS WELL
SOIL BORINGS/VAS LOCATION
(APRIL-NOVEMBER 2009)
SOIL SAMPLE LOCATION (JULY 2009)
CATCH BASIN
FIRE HYDRANT
LIGHT POLE
MANHOLE
TREE
UTILITY POLE
WATER VALVE MANHOLE
PROPERTY LINE
OTHER PROPERTY LINE
GAS UTILITY
OVERHEAD ELECTRIC/TELEPHONE
SANITARY SEWER
STORM SEWER
WATER UTILITY
WALL
FENCE
ASPHALT/CONCRETE
BUILDING
GRASS
GRAVEL/DIRT
O H
STM
SAN
G
X
W
U s e r A
K E e c P
I R
N
A
N D
A R
D
F i l e
I
W a y n e O a k l a n d
O i l R
I W o r k R e p o r t s
T e c h
M e m o d w g
F
B
A S
E M
A P
D a l e t e
T i m e
L a y o u t d w g
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S
T
M
S
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T
M
S
T
M
S
T
M
S
T
M
D E
L A
W A
E
E
P
A
R
E
E
SITE BUILDING
230 E. HARRISON
METRO LOFTS
322 E. HARRISON
PARKING
LOT
PARKING
LOT
APPROXIMATE
SITE BOUNDARY
WALL
X
X
X
X
X
X
X
X
O
H
O
H
S T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
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M
S
T
M
S
T
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S
A
N
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A
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A
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A
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M
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W
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W
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W
A
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S I D
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A L K
STAIRS
EQUITIES, LLC
HARRISON
STM
STM
STM
STM
SIDEWALK
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O
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O
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O
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S T
M
S T
M
KASCO
EQUITIES, LLC
E. PARENT
PARKING LOT
S T
M
S T
M
S T
M
S
TM
S T
M
S T
M
S T
M
S T
M
S T
M
STM
STM
STM
UNDERGROUND WATER
DETENTION SYSTEM
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
A
N
30"
SB-29
SB-34
SB-25
SB-35
SB-30
SB-36
SB-26
SB-27
SB-32
SB-31
SB-24
SB-1
SB-23
SB-2
SB-3
SB-33
SB-41
SB-28
SB-4
SB-6
SB-19
SB-22
SB-7
SB-17
SB-21
SB-16
SB-8
SB-15
SB-20
SB-9
SB-13
SB-43
SB-38
SB-10
SB-18
SB-39
SB-42
SB-5
SB-40
SB-37
SB-12
SB-11
SS-3
SS-5
SS-4
SS-2
SS-1
SGW-1
SGW-2
SGW-3
SGW-4
SGW-7
SGW-6
SGW-5
CB-1
MH-B
CB-4A
MH-C
SB-44
SB-48
SB-45
SB-47
MW 4
MW 3
MW 2
MW 6
MW 5
SB-14/MW 1
MW-7
SB-46
B-6
B-9
B-10
B-7
B-8
B-25
B-26
B-23
B-18
B-4
B-5
B-21
B-7
B-20
B-1/5
B-12
B-14
B-19
B-24/MW-9
B-28/MW-11
B-27/MW-10
B-16/MW-6
B-22/MW-8
MW-4
B-1/MW-1
B-3/MW-3
B-2/MW2
MW-7
MW-5
GP-30/GW-12
GP-29/GW-24
GP-31/GW-13
GP-16/GW-16
GP-32/GW-17
GW-18
GW-19
GW-14
JMC#36/TW#23
JMC#35/TW#22
JMC#34/TW#21
JMC#33/TW#20
SITE BOUNDARY
SCALE IN FEET
0 20 40
FORMER 4,000 GALLON (PRE-1990)
AND 3,000 GALLON (POST-1990) UST
PUMPS
LOADING
PAD/PLATFORM
(9) - 20,000 GALLON
#2 FUEL OIL ASTs
DIESEL
PUMP ISLAND
1,100 GALLON
PREMIUM
DIESEL AST
CLAY
DIKE
EXCAVATION AREA 2
EXCAVATION
AREA 1, 1,000
GALLON GAS UST
(2) - 16,600 GALLON UNLEADED
GAS ASTs (ALSO HISTORICALLY
CONTAINED LEADED GAS)
(2) - 16,600 GALLON
#1 FUEL OIL ASTs
20,000 GALLON
UNLEADED GAS
CONCRETE DIKE
CONCRETE PAD
REMEDIATION SYSTEM
MARCH 2012
COPYRIGHT 2011
c
WAYNE OAKLAND OIL SITE
HISTORIC SITE FEATURES
FIGURE 3
BUILDING
PARKING
LOT
PARKING
LOT
FORMER MONITORING WELL
FORMER SOIL BORING
FORMER HYDRAULIC WELL
FORMER JMC WELL
FORMER AST LOCATION
FORMER UST LOCATION
FORMER UST
EXCAVATION AREA
FORMER CONCRETE DIKE
FORMER CLAY DIKE
SITE BOUNDARY
LEGEND
1. HISTORICAL FEATURE LOCATIONS ARE APPROXIMATE.
2. THE LOCATIONS OF UTILITIES AND OTHER SITE
FEATURES ARE APPROXIMATE. HOWEVER, BASED ON
INFORMATION PROVIDED BY THE CITY OF ROYAL OAK,
THE WATER LINES ARE GENERALLY 5 FEET BELOW
GROUND AND COVERED WITH SAND BACKFILL. STORM
AND SANITARY SEWERS ARE GENERALLY 3 TO 5 FEET
BELOW GROUND AND COVERED WITH SAND BACKFILL.
3. THIS DRAWING MAY BE REPRODUCED FOR USE BY THE
STATE OF MICHIGAN OR ITS AUTHORIZED
REPRESENTATIVE.
U s e r A
K E e c P
I R
N
A
N D
A R
D
F i l e
I
W a y n e O a k l a n d
O i l R
I W o r k R e p o r t s
T e c h
M e m o d w g
F
H
I S
T O
R I C
F E
A T
S D a l e t e
T i m e
L a y o u t L a y o u
I:\3940096-WayneOaklandOil-RIWork\Reports\2011_05-FP Status Report\dwg\fig 1-2basemap-dwg_extents (2).jpg
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
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A
N
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A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
SAN
SAN
SAN
SAN
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
STM
STM
STM
S T
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S T
M
S T
M
S T
M
S T
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S T
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D E
L A
W A
E
E
P
A
R
E
E
SITE BUILDING
230 E. HARRISON
METRO LOFTS
322 E. HARRISON
STATION 3 LOFTS
333 E. PARENT
PARKING
LOT
PARKING
LOT
APPROXIMATE
SITE BOUNDARY
WALL
E. HARRISON AVE
X
X
X
X
X
X
X
X
X
X
X
O
H
O
H
O
H
O
H
G
G
S A
N
S T
M
S T
M
S
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M
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W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
ALL EUROPEAN AUTO
SUPPLY
302 E. PARENT
S
I D
E
W
A
L
K
S I D
E W
A L K
STAIRS
KASCO
EQUITIES, LLC
212 E.
HARRISON
S
T
M
STM
STM
STM
STM
STM
O H
O H
OH
OH
OH
OH
SIDEWALK
SIDEWALK
X
X
O H
OH
O
H
O
H
O
H
O
H
O
H
O
H
O H
O H
O H
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
S
I D
E
W
A
L
K
S
I D
E
W
A
L
K
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
GILL
E. PARENT
GILL
308 E. PARENT
ROYAL GILL
PROPERTIES, LLC
302 E. PARENT
V I O
G O
L D
L L C
E
P
A R
E N
T
KASCO
EQUITIES, LLC
E. PARENT
PARKING LOT
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
STM
STM
STM
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
STM
STM
STM
STM
STM
STM
STM
STM
UNDERGROUND WATER
DETENTION SYSTEM
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
A
N
S
A
N
S
A
N
8"
8"
15"
15"
30"
12"
12"
4"
4"
S I T
E
B
E N
C H
M A
R K
S E
T
I R
P
E
W
A
H
C
A P
E L E
V A
T I O
N
N
A V
D
SB-29
SB-34
SB-25
SB-35
SB-30
SB-36
SB-26
SB-27
SB-32
SB-31
SB-24
SB-1
SB-23
SB-2
SB-3
SB-33
SB-41
SB-28
SB-4
SB-6
SB-19
SB-22
SB-7
SB-17
SB-21
SB-16
SB-8
SB-15
SB-20
SB-9
SB-13
SB-43
SB-38
SB-10
SB-18
SB-39
SB-42
SB-5
SB-40
SB-37
SB-12
SB-11
SS-3
SS-5
SS-4
SS-2
SS-1
SGW-1
SGW-2
SGW-3
SGW-4
SGW-7
SGW-6
SGW-5
CB-1
MH-B
CB-4A
MH-C
SB-44
SB-48
SB-45
SB-47
STM
STM
S T
M
S T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
MH-C
MH-D
CB-3
CB-4
CB-5
MH-A
MH-B
CB-2
MW 4
MW 3
MW 2
MW 6
MW 5
SB-14/MW 1
MW-7
SB-46
G
R
A
U
K
S
T
E
I
L
R
O
G
H
F
Y
FIGURE 4
WAYNE OAKLAND OIL SITE
ROYAL OAK, MICHIGAN
STORM SEWER MONITORING LOCATIONS
MICHIGAN DEPARTMENT OF NATURAL RESOURCES AND ENVIRONMENT
MARCH 2012
SCALE IN FEET
0 30 60
1. IN DECEMBER 2009 AND DECEMBER 2010 SAMPLING AND
MONITORING WELL LOCATIONS WERE SURVEYED BY ATWELL OF
SOUTHFIELD, MICHIGAN. SURVEY ELEVATIONS AND LOCATIONS
WERE PROVIDED IN MICHIGAN STATE PLANE, SOUTH 2113 ZONE,
INTERNATIONAL FEET (LOCATIONS - NAD 83; ELEVATIONS - NAVD 88).
2. THE LOCATIONS OF UTILITIES AND OTHER SITE FEATURES ARE
APPROXIMATE. HOWEVER, BASED ON INFORMATION PROVIDED BY
THE CITY OF ROYAL OAK, THE WATER LINES ARE GENERALLY 5 FEET
BELOW GROUND AND COVERED WITH SAND BACKFILL. STORM AND
SANITARY SEWERS ARE GENERALLY 3 TO 5 FEET BELOW GROUND
AND COVERED WITH SAND BACKFILL.
3. THIS DRAWING MAY BE REPRODUCED FOR USE BY THE STATE OF
MICHIGAN OR ITS AUTHORIZED REPRESENTATIVE.
LEGEND
MONITORING WELL
SOIL GAS WELL
SEWER MONITORING LOCATION
SOIL BORINGS/VAS LOCATION
(APRIL 2009-JULY 2010)
SOIL SAMPLE LOCATION (JULY 2009)
CATCH BASIN
FIRE HYDRANT
LIGHT POLE
MANHOLE
TREE
UTILITY POLE
WATER VALVE MANHOLE
PROPERTY LINE
OTHER PROPERTY LINE
GAS UTILITY
OVERHEAD ELECTRIC/TELEPHONE
SANITARY SEWER
STORM SEWER
WATER UTILITY
WALL
FENCE
ASPHALT/CONCRETE
BUILDING
GRASS
GRAVEL/DIRT
STORM SEWER FLOW DIRECTION
O H
S T
M
SAN
W
G
X
U s e r A
K E e c P
I R
N
A
N D
A R
D
F i l e
I
W a y n e O a k l a n d
O i l R
I W o r k R e p o r t s
T e c h
M e m o d w g
F
S
E W
E R
M O
N L
O C
D a l e t e
T i m e
L y o u t L a y o u
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
SAN
SAN
SAN
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
STM
STM
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
D E
L A
W A
E
E
P
A
R
E
E
SITE BUILDING
230 E. HARRISON
METRO LOFTS
322 E. HARRISON
STATION 3 LOFTS
333 E. PARENT
PARKING
LOT
PARKING
LOT
APPROXIMATE
SITE BOUNDARY
WALL
E. HARRISON AVE
X
X
X
X
X
X
X
X
O
H
O
H
O
H
G
S A
N
S T
M
S T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
X
X
X
X
X
X
X
X
X
X
X
X
X
S
I D
E
W
A
L
K
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
I D
E
W
A
L
K
S I D
E W
A L K
STAIRS
KASCO
EQUITIES, LLC
212 E.
HARRISON
STM
STM
STM
STM
O H
OH
OH
OH
SIDEWALK
SIDEWALK
X
OH
O H
O
H
O
H
O
H
O
H
O H
O H
O H
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
O
H
O
H
O
H
O
H
O
H
O
H
O
H
S
I D
E
W
A
L
K
S
I D
E
W
A
L
K
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
S T
M
S T
M
S T
M
GILL
E. PARENT
GILL
308 E. PARENT
ROYAL GILL
PROPERTIES, LLC
302 E. PARENT
V I O
G O
L D
L L C
E
P
A R
E N
T
KASCO
EQUITIES, LLC
E. PARENT
PARKING LOT
S T
M
S T
M
S T
M
S T
M
S T
M
S
TM
S
TM
S T
M
S
TM
S T
M
S T
M
S T
M
S T
M
S T
M
STM
STM
STM
STM
STM
UNDERGROUND WATER
DETENTION SYSTEM
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
A
N
S
A
N
8"
8"
15"
15"
30"
12"
12"
4"
4"
S I T
E
B
E N
C H
M A
R K
S E
T
I R
P
E
W
A
H
C
A P
E L E
V A
T I O
N
N
A V
D
SB-29
SB-34
SB-25
SB-35
SB-30
SB-36
SB-26
SB-27
SB-32
SB-31
SB-24
SB-1
SB-23
SB-2
SB-3
SB-33
SB-41
SB-28
SB-4
SB-6
SB-19
SB-22
SB-7
SB-17
SB-21
SB-16
SB-8
SB-15
SB-20
SB-9
SB-13
SB-43
SB-38
SB-10
SB-18
SB-39
SB-42
SB-5
SB-40
SB-37
SB-12
SB-11
SGW-1
SGW-2
SGW-3
SGW-4
SGW-7
SGW-6
SGW-5
CB-1
MH-B
CB-4A
MH-C
SB-44
SB-48
SB-45
SB-47
S
T
M
S
T
M
SB-46
B'
C'
B
C
A
CB-2
A'
B'
B
C
A
MW 3
SB-43
SB-33
MW 4
SB-36
SB-27
SB-32
SB-31
SB-24
SB-1
SB-22
SB-16
SB-8
SB-20
SB-9
SB-39
SB-42
SB-11
MW 2
MW 6
MW 5
SB-14/MW 1
MW-7
SB-48
SB-28
SB-13
SCALE IN FEET
0 20 40
MARCH 2012 MICHIGAN DEPARTMENT OF ENVIRONMENTAL QUALITY
GEOLOGIC CROSS SECTION LOCATION MAP
ROYAL OAK, MICHIGAN
WAYNE OAKLAND OIL SITE
FIGURE 5
1. SAMPLING AND MONITORING WELL LOCATIONS WERE SURVEYED BY
ATWELL OF SOUTHFIELD, MICHIGAN IN DECEMBER 2009. SURVEY
ELEVATIONS AND LOCATIONS WERE PROVIDED IN MICHIGAN STATE
PLANE, SOUTH 2113 ZONE, INTERNATIONAL FEET (LOCATIONS - NAD
83; ELEVATIONS - NAVD 88).
2. THE LOCATIONS OF UTILITIES AND OTHER SITE FEATURES ARE
APPROXIMATE. HOWEVER, BASED ON INFORMATION PROVIDED BY
THE CITY OF ROYAL OAK, THE WATER LINES ARE GENERALLY 5 FEET
BELOW GROUND AND COVERED WITH SAND BACKFILL. STORM AND
SANITARY SEWERS ARE GENERALLY 3 TO 5 FEET BELOW GROUND
AND COVERED WITH SAND BACKFILL.
3. THIS DRAWING MAY BE REPRODUCED FOR USE BY THE STATE OF
MICHIGAN OR ITS AUTHORIZED REPRESENTATIVE.
LEGEND
CROSS SECTION LOCATION
MONITORING WELL LOCATION
(2009-2010)
SOIL BORINGS/VAS LOCATION
2009-2010)
CATCH BASIN
FIRE HYDRANT
LIGHT POLE
MANHOLE
TREE
UTILITY POLE
WATER VALVE MANHOLE
PROPERTY LINE
GAS UTILITY
OVERHEAD ELECTRIC/TELEPHONE
SANITARY SEWER
STORM SEWER
WATER UTILITY
ASPHALT
BUILDING
CONCRETE
GRASS
GRAVEL/DIRT
OH
STM
SAN
W
G
U s e r A
K E e c P
I R
N
A
N D
A R
D
F i l e
I
W a y n e O a k l a n d
O i l R
I W o r k R e p o r t s
T e c h
M e m o d w g
F
C
X L
O C
S
U R
V E
Y D a l e t e
T i m e
L a y o u t L a y o u
M
W
M
650650
640640
645645
635635
630630
S
T O
W
E R
S
A N
I T
A R
Y
S
E W
E R
S
T O
W
C
B
FIGURE 6
MICHIGAN DEPARTMENT OF ENVIRONMENTAL QUALITY
GEOLOGIC CROSS SECTION A-A'
MARCH 2012
ROYAL OAK, MICHIGAN
WAYNE OAKLAND OIL SITE
SCALE IN FEET
0 20 4010
HORIZONTAL
FILL
SAND
CLAY
VERTICAL AQUIFER SAMPLE WELL SCREEN
PERMANENT WELL SCREEN
STATIC WATER LEVEL ELEVATION (6/22/2011)
LNAPL ELEVATION (6/22/2011)
E L
E V
A T
I O
N
F
E E
T
A
B O
A
N
S
V
E L
V E
R T
I C
A L
A
NORTHWEST
A'
SOUTHEAST
E L
E V
A T
I O
N
F
E E
T
A
B O
A
N
S
V
E L
1. SAMPLING AND MONITORING WELL LOCATIONS WERE SURVEYED BY
ATWELL OF SOUTHFIELD, MICHIGAN IN DECEMBER 2009. SURVEY
ELEVATIONS AND LOCATIONS WERE PROVIDED IN MICHIGAN STATE
PLANE, SOUTH 2113 ZONE, INTERNATIONAL FEET (LOCATIONS - NAD
83; ELEVATIONS - NAVD 88).
2. THE LOCATIONS OF UTILITIES AND OTHER SITE FEATURES ARE
APPROXIMATE. HOWEVER, BASED ON INFORMATION PROVIDED BY
THE CITY OF ROYAL OAK, THE WATER LINES ARE GENERALLY 5 FEET
BELOW GROUND AND COVERED WITH SAND BACKFILL. STORM AND
SANITARY SEWERS ARE GENERALLY 3 TO 5 FEET BELOW GROUND
AND COVERED WITH SAND BACKFILL.
3. DEPTH OF STORM SEWERS ARE APPROXIMATE.
4. THIS DRAWING MAY BE REPRODUCED FOR USE BY THE STATE OF
MICHIGAN OR ITS AUTHORIZED REPRESENTATIVE.
638.59
638.66
640.85
641.59
ND
ND
U s e r A
K E e c P
I R
N
A
N D
A R
D
F i l e
I
W a y n e O a k l a n d
O i l R
I W o r k R e p o r t s
T e c h
M e m o d w g
F
C
X A
A D a l e t e
T i m e
L a y o u t c x
S
B
650650
640640
645645
635635
630630
S
T O
W
E R
S
T O
W
E R
W
A T
N
E
641.83
641.81
FIGURE 7
MICHIGAN DEPARTMENT OF ENVIRONMENTAL QUALITY
GEOLOGIC CROSS SECTION B-B'
MARCH 2012
ROYAL OAK, MICHIGAN
WAYNE OAKLAND OIL SITE
SCALE IN FEET
0 20 4010
HORIZONTAL
E L
E V
A T
I O
N
F
E E
T
A
B O
A
N
S
V
E L
V E
R T
I C
A L
B
WEST
B'
EAST
E L
E V
A T
I O
N
F
E E
T
A
B O
A
N
S
V
E L
FILL
SAND
GRAVEL
CLAY
VERTICAL AQUIFER SAMPLE WELL SCREEN
PERMANENT WELL SCREEN
STATIC WATER LEVEL ELEVATION (6/22/2011)
LNAPL ELEVATION (6/22/2011)
1. SAMPLING AND MONITORING WELL LOCATIONS WERE SURVEYED BY
ATWELL OF SOUTHFIELD, MICHIGAN IN DECEMBER 2009. SURVEY
ELEVATIONS AND LOCATIONS WERE PROVIDED IN MICHIGAN STATE
PLANE, SOUTH 2113 ZONE, INTERNATIONAL FEET (LOCATIONS - NAD
83; ELEVATIONS - NAVD 88).
2. THE LOCATIONS OF UTILITIES AND OTHER SITE FEATURES ARE
APPROXIMATE. HOWEVER, BASED ON INFORMATION PROVIDED BY
THE CITY OF ROYAL OAK, THE WATER LINES ARE GENERALLY 5 FEET
BELOW GROUND AND COVERED WITH SAND BACKFILL. STORM AND
SANITARY SEWERS ARE GENERALLY 3 TO 5 FEET BELOW GROUND
AND COVERED WITH SAND BACKFILL.
3. DEPTH OF STORM SEWERS ARE APPROXIMATE.
4. THIS DRAWING MAY BE REPRODUCED FOR USE BY THE STATE OF
MICHIGAN OR ITS AUTHORIZED REPRESENTATIVE.
U s e r A
K E e c P
I R
N
A
N D
A R
D
F i l e
I
W a y n e O a k l a n d
O i l R
I W o r k R e p o r t s
T e c h
M e m o d w g
F
C
X B
B D a l e t e
T i m e
L a y o u t c x
650650
640640
645645
635635
630630
S
T O
W
E R
W
A T
N
E
S
T O
W
E R
638.66
638.59
ND
639.35
ND
639.05
FIGURE 8
MICHIGAN DEPARTMENT OF ENVIRONMENTAL QUALITY
GEOLOGIC CROSS SECTION C-C'
MARCH 2012
ROYAL OAK, MICHIGAN
WAYNE OAKLAND OIL SITE
SCALE IN FEET
0 20 4010
HORIZONTAL
E L
E V
A T
I O
N
F
E E
T
A
B O
A
N
S
V
E L
V E
R T
I C
A L
C
WEST
C'
EAST
E L
E V
A T
I O
N
F
E E
T
A
B O
A
N
S
V
E L
FILL
SAND
SILT
CLAY
VERTICAL AQUIFER SAMPLE WELL SCREEN
PERMANENT WELL SCREEN
STATIC WATER LEVEL ELEVATION (6/22/2011)
LNAPL ELEVATION (6/22/2011)
1. SAMPLING AND MONITORING WELL LOCATIONS WERE SURVEYED BY
ATWELL OF SOUTHFIELD, MICHIGAN IN DECEMBER 2009. SURVEY
ELEVATIONS AND LOCATIONS WERE PROVIDED IN MICHIGAN STATE
PLANE, SOUTH 2113 ZONE, INTERNATIONAL FEET (LOCATIONS - NAD
83; ELEVATIONS - NAVD 88).
2. THE LOCATIONS OF UTILITIES AND OTHER SITE FEATURES ARE
APPROXIMATE. HOWEVER, BASED ON INFORMATION PROVIDED BY
THE CITY OF ROYAL OAK, THE WATER LINES ARE GENERALLY 5 FEET
BELOW GROUND AND COVERED WITH SAND BACKFILL. STORM AND
SANITARY SEWERS ARE GENERALLY 3 TO 5 FEET BELOW GROUND
AND COVERED WITH SAND BACKFILL.
3. DEPTH OF STORM SEWERS ARE APPROXIMATE.
4. THIS DRAWING MAY BE REPRODUCED FOR USE BY THE STATE OF
MICHIGAN OR ITS AUTHORIZED REPRESENTATIVE.
U s e r A
K E e c P
I R
N
A
N D
A R
D
F i l e
I
W a y n e O a k l a n d
O i l R
I W o r k R e p o r t s
T e c h
M e m o d w g
F
C
X C
C D a l e t e
T i m e
L a y o u t c x
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
SAN
SAN
SAN
SAN
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
STM
STM
STM
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
D E
L A
W A
E
E
P
A
R
E
E
SITE BUILDING
230 E. HARRISON
METRO LOFTS
322 E. HARRISON
STATION 3 LOFTS
333 E. PARENT
PARKING
LOT
PARKING
LOT
APPROXIMATE
SITE BOUNDARY
WALL
E. HARRISON AVE
X
X
X
X
X
X
X
X
X
X
X
O
H
O
H
O
H
O
H
G
G
S A
N
S T
M
S T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S T
M
S T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
A
N
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
S
I D
E
W
A
L
K
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
T
M
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
I D
E
W
A
L
K
S I D
E W
A L K
STAIRS
KASCO
EQUITIES, LLC
212 E.
HARRISON
S
T
M
STM
STM
STM
STM
STM
O H
O H
OH
OH
OH
OH
SIDEWALK
SIDEWALK
X
X
O H
O H
O
H
O
H
O
H
O
H
O
H
O
H
O H
O H
O H
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
S
I D
E
W
A
L
K
S
I D
E
W
A
L
K
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
S T
M
S T
M
S T
M
S T
M
GILL
E. PARENT
GILL
308 E. PARENT
ROYAL GILL
PROPERTIES, LLC
302 E. PARENT
V I O
G O
L D
L L C
E
P
A R
E N
T
KASCO
EQUITIES, LLC
E. PARENT
PARKING LOT
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S
TM
S
TM
S
TM
S
TM
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
STM
S
TM
S
TM
STM
S
TM
S
TM
UNDERGROUND WATER
DETENTION SYSTEM
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
A
N
S
A
N
S
A
N
8"
8" 15"
15"
30"
12"
12"
4"
4"
S I T
E
B
E N
C H
M A
R K
S E
T
I R
P
E
W
A
H
C
A P
E L E
V A
T I O
N
N
A V
D
CB-1
MH-B
CB-4A
MH-C
S
T
M
S
T
M
CB-3
CB-4
CB-5
MH-A
MH-B
CB-2
MW 4
MW 3
MW 2
MW 6
MW 5
SB-14/MW 1
SCALE IN FEET
0 20 40
MARCH 2012 MICHIGAN DEPARTMENT OF ENVIRONMENTAL QUALITY
JULY 12, 2010
POTENTIOMETRIC SURFACE MAP
ROYAL OAK, MICHIGAN
WAYNE OAKLAND OIL SITE
FIGURE 9
1. IN DECEMBER 2009 AND DECEMBER 2010 SAMPLING AND
MONITORING WELL LOCATIONS WERE SURVEYED BY ATWELL OF
SOUTHFIELD, MICHIGAN. SURVEY ELEVATIONS AND LOCATIONS
WERE PROVIDED IN MICHIGAN STATE PLANE, SOUTH 2113 ZONE,
INTERNATIONAL FEET (LOCATIONS - NAD 83; ELEVATIONS - NAVD 88).
2. THE LOCATIONS OF UTILITIES AND OTHER SITE FEATURES ARE
APPROXIMATE. HOWEVER, BASED ON INFORMATION PROVIDED BY
THE CITY OF ROYAL OAK, THE WATER LINES ARE GENERALLY 5 FEET
BELOW GROUND AND COVERED WITH SAND BACKFILL. STORM AND
SANITARY SEWERS ARE GENERALLY 3 TO 5 FEET BELOW GROUND
AND COVERED WITH SAND BACKFILL.
3. THIS DRAWING MAY BE REPRODUCED FOR USE BY THE STATE OF
MICHIGAN OR ITS AUTHORIZED REPRESENTATIVE.
640.70
640.56
639.71
640.80
638.54
639.30
638.54
LEGEND
MONITORING WELL
SOIL BORING
SOIL GAS WELL
CATCH BASIN
FIRE HYDRANT
LIGHT POLE
MANHOLE
TREE
UTILITY POLE
WATER VALVE MANHOLE
GROUNDWATER POTENTIOMETRIC
SURFACE ELEVATION (UNITS IN FEET
ABOVE MEAN SEA LEVEL)
GROUNDWATER POTENTIOMETRIC
SURFACE LINE (CONTOUR
INTERVAL=0.5 FEET)
PROPERTY LINE
OTHER PROPERTY LINE
GAS UTILITY
OVERHEAD ELECTRIC/TELEPHONE
SANITARY SEWER
STORM SEWER
WATER UTILITY
WALL
FENCE
ASPHALT/CONCRETE
BUILDING
GRASS
GRAVEL/DIRT
OH
STM
SAN
G
X
W
U s e r A
K E e c P
I R
N
A
N D
A R
D
F i l e
I
W a y n e O a k l a n d
O i l R
I W o r k R e p o r t s
T e c h
M e m o d w g
F
P
O T
D a l e t e
T i m e
L a y o u t d
L A
W A
E
E
P
A
R
E
E
APPROXIMATE
SITE BOUNDARY
WALL
E. HARRISON AVE
UNDERGROUND WATER
DETENTION SYSTEM
S I T
E
B
E N
C H
M A
R K
S E
T
I R
P
E
W
A
H
C
A P
E L E
V A
T I O
N
N
A V
D
CB-1
MH-B
CB-4A
MH-C
CB-3
CB-4
CB-5
MH-A
MH-B
CB-2
MW 4
MW 3
MW 2
MW 6
MW 5
SB-14/MW 1
MW-7
SCALE IN FEET
0 20 40
MARCH 2012 MICHIGAN DEPARTMENT OF ENVIRONMENTAL QUALITY
NOVEMBER 9, 2010
POTENTIOMETRIC SURFACE MAP
ROYAL OAK, MICHIGAN
WAYNE OAKLAND OIL SITE
FIGURE 10
1. IN DECEMBER 2009 AND DECEMBER 2010 SAMPLING AND
MONITORING WELL LOCATIONS WERE SURVEYED BY ATWELL OF
SOUTHFIELD, MICHIGAN. SURVEY ELEVATIONS AND LOCATIONS
WERE PROVIDED IN MICHIGAN STATE PLANE, SOUTH 2113 ZONE,
INTERNATIONAL FEET (LOCATIONS - NAD 83; ELEVATIONS - NAVD 88).
2. THE LOCATIONS OF UTILITIES AND OTHER SITE FEATURES ARE
APPROXIMATE. HOWEVER, BASED ON INFORMATION PROVIDED BY
THE CITY OF ROYAL OAK, THE WATER LINES ARE GENERALLY 5 FEET
BELOW GROUND AND COVERED WITH SAND BACKFILL. STORM AND
SANITARY SEWERS ARE GENERALLY 3 TO 5 FEET BELOW GROUND
AND COVERED WITH SAND BACKFILL.
3. THIS DRAWING MAY BE REPRODUCED FOR USE BY THE STATE OF
MICHIGAN OR ITS AUTHORIZED REPRESENTATIVE.
640.31
640.15
639.71
639.88
638.49
639.31
638.87
638.87
LEGEND
MONITORING WELL
SOIL BORING
SOIL GAS WELL
CATCH BASIN
FIRE HYDRANT
LIGHT POLE
MANHOLE
TREE
UTILITY POLE
WATER VALVE MANHOLE
GROUNDWATER POTENTIOMETRIC
SURFACE ELEVATION (UNITS IN FEET
ABOVE MEAN SEA LEVEL)
GROUNDWATER POTENTIOMETRIC
SURFACE LINE (CONTOUR
INTERVAL=0.5 FEET)
PROPERTY LINE
OTHER PROPERTY LINE
GAS UTILITY
OVERHEAD ELECTRIC/TELEPHONE
SANITARY SEWER
STORM SEWER
WATER UTILITY
WALL
FENCE
ASPHALT/CONCRETE
BUILDING
GRASS
GRAVEL/DIRT
OH
STM
SAN
G
X
W
U s e r A
K E e c P
I R
N
A
N D
A R
D
F i l e
I
W a y n e O a k l a n d
O i l R
I W o r k R e p o r t s
T e c h
M e m o d w g
F
P
O T
D a l e t e
T i m e
L a y o u t d
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
SAN
SAN
SAN
SAN
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
STM
STM
STM
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
D E
L A
W A
E
E
P
A
R
E
E
SITE BUILDING
230 E. HARRISON
METRO LOFTS
322 E. HARRISON
STATION 3 LOFTS
333 E. PARENT
PARKING
LOT
PARKING
LOT
APPROXIMATE
SITE BOUNDARY
WALL
E. HARRISON AVE
X
X
X
X
X
X
X
X
X
X
X
O
H
O
H
O
H
O
H
G
G
S A
N
S T
M
S T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S T
M
S T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
A
N
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
S
I D
E
W
A
L
K
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
T
M
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
I D
E
W
A
L
K
S I D
E W
A L K
STAIRS
KASCO
EQUITIES, LLC
212 E.
HARRISON
S
T
M STM
STM
STM
STM
STM
O H
OH
OH
OH
OH
OH
SIDEWALK
SIDEWALK
X
X
O H
O H
O
H
O
H
O
H
O
H
O
H
O
H
O H
O H
O H
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
S
I D
E
W
A
L
K
S
I D
E
W
A
L
K
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
S T
M
S T
M
S T
M
S T
M
GILL
E. PARENT
GILL
308 E. PARENT
ROYAL GILL
PROPERTIES, LLC
302 E. PARENT
V I O
G O
L D
L L C
E
P
A R
E N
T
KASCO
EQUITIES, LLC
E. PARENT
PARKING LOT
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S
TM
S
TM
S T
M
S T
M
S
TM
S
TM
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S
TM
STM
STM
S
TM
STM
STM
UNDERGROUND WATER
DETENTION SYSTEM
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
A
N
S
A
N
S
A
N
8"
8" 15"
15"
30"
12"
12"
4"
4"
S I T
E
B
E N
C H
M A
R K
S E
T
I R
P
E
W
A
H
C
A P
E L E
V A
T I O
N
N
A V
D
CB-1
MH-B
CB-4A
MH-C
S
T
M
S
T
M
CB-3
CB-4
CB-5
MH-A
MH-B
CB-2
MW 4
MW 3
MW 2
MW 6
MW 5
SB-14/MW 1
MW-7
SCALE IN FEET
0 20 40
MARCH 2012 MICHIGAN DEPARTMENT OF ENVIRONMENTAL QUALITY
FEBRUARY 28, 2011
POTENTIOMETRIC SURFACE MAP
ROYAL OAK, MICHIGAN
WAYNE OAKLAND OIL SITE
FIGURE 11
1. IN DECEMBER 2009 AND DECEMBER 2010 SAMPLING AND
MONITORING WELL LOCATIONS WERE SURVEYED BY ATWELL OF
SOUTHFIELD, MICHIGAN. SURVEY ELEVATIONS AND LOCATIONS
WERE PROVIDED IN MICHIGAN STATE PLANE, SOUTH 2113 ZONE,
INTERNATIONAL FEET (LOCATIONS - NAD 83; ELEVATIONS - NAVD 88).
2. THE LOCATIONS OF UTILITIES AND OTHER SITE FEATURES ARE
APPROXIMATE. HOWEVER, BASED ON INFORMATION PROVIDED BY
THE CITY OF ROYAL OAK, THE WATER LINES ARE GENERALLY 5 FEET
BELOW GROUND AND COVERED WITH SAND BACKFILL. STORM AND
SANITARY SEWERS ARE GENERALLY 3 TO 5 FEET BELOW GROUND
AND COVERED WITH SAND BACKFILL.
3. THIS DRAWING MAY BE REPRODUCED FOR USE BY THE STATE OF
MICHIGAN OR ITS AUTHORIZED REPRESENTATIVE.
641.45
640.77
641.40
641.79
638.50
639.32
638.97
638.97
LEGEND
MONITORING WELL
SOIL BORING
SOIL GAS WELL
CATCH BASIN
FIRE HYDRANT
LIGHT POLE
MANHOLE
TREE
UTILITY POLE
WATER VALVE MANHOLE
GROUNDWATER POTENTIOMETRIC
SURFACE ELEVATION (UNITS IN FEET
ABOVE MEAN SEA LEVEL)
GROUNDWATER POTENTIOMETRIC
SURFACE LINE (CONTOUR
INTERVAL=0.5 FEET)
PROPERTY LINE
OTHER PROPERTY LINE
GAS UTILITY
OVERHEAD ELECTRIC/TELEPHONE
SANITARY SEWER
STORM SEWER
WATER UTILITY
WALL
FENCE
ASPHALT/CONCRETE
BUILDING
GRASS
GRAVEL/DIRT
OH
STM
SAN
G
X
W
U s e r A
K E e c P
I R
N
A
N D
A R
D
F i l e
I
W a y n e O a k l a n d
O i l R
I W o r k R e p o r t s
T e c h
M e m o d w g
F
P
O T
D a l e t e
T i m e
L a y o u t d
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
SAN
SAN
SAN
SAN
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
STM
STM
STM
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
D E
L A
W A
E
E
P
A
R
E
E
SITE BUILDING
230 E. HARRISON
METRO LOFTS
322 E. HARRISON
STATION 3 LOFTS
333 E. PARENT
PARKING
LOT
PARKING
LOT
APPROXIMATE
SITE BOUNDARY
WALL
E. HARRISON AVE
X
X
X
X
X
X
X
X
X
X
X
O
H
O
H
O
H
O
H
G
G
S A
N
S T
M
S T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S T
M
S T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
A
N
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
S
I D
E
W
A
L
K
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
T
M
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
I D
E
W
A
L
K
S I D
E W
A L K
STAIRS
KASCO
EQUITIES, LLC
212 E.
HARRISON
S
T
M STM
STM
STM
STM
STM
O H
OH
OH
OH
OH
OH
SIDEWALK
SIDEWALK
X
X
O H
O H
O
H
O
H
O
H
O
H
O
H
O
H
O H
O H
O H
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
S
I D
E
W
A
L
K
S
I D
E
W
A
L
K
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
S T
M
S T
M
S T
M
S T
M
GILL
E. PARENT
GILL
308 E. PARENT
ROYAL GILL
PROPERTIES, LLC
302 E. PARENT
V I O
G O
L D
L L C
E
P
A R
E N
T
KASCO
EQUITIES, LLC
E. PARENT
PARKING LOT
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S
TM
S
TM
S T
M
S T
M
S
TM
S
TM
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S
TM
STM
STM
S
TM
STM
STM
UNDERGROUND WATER
DETENTION SYSTEM
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
A
N
S
A
N
S
A
N
8"
8" 15"
15"
30"
12"
12"
4"
4"
SB-29
SB-34
SB-25
SB-35
SB-30
SB-36
SB-26
SB-27
SB-32
SB-31
SB-24
SB-1
SB-23
SB-2
SB-3
SB-33
SB-41
SB-28
SB-4
SB-6
SB-19
SB-22
SB-7
SB-17
SB-21
SB-16
SB-8
SB-15
SB-20
SB-9
SB-13
SB-43
SB-38
SB-10
SB-18
SB-39
SB-42
SB-5
SB-40
SB-37
SB-12
SB-11
SS-3
SS-5
SS-4
SS-2
SS-1
SGW-1
SGW-2
SGW-3
SGW-4
SGW-7
SGW-6
SGW-5
CB-1
MH-B
CB-4A
MH-C
SB-44
SB-48
SB-45
SB-47
S
T
M
S
T
M
CB-3
CB-4
CB-5
MH-A
MH-B
CB-2
MW 4
MW 3
MW 2
MW 6
MW 5
SB-14/MW 1
MW-7
SB-46
SB-41
SB-46
SB-47
SB-44
SB-17
SB-1
SB-26
SB-22
SB-9
SB-43
SB-15
SB-38
SCALE IN FEET
0 20 40
MARCH 2012 MICHIGAN DEPARTMENT OF ENVIRONMENTAL QUALITY
AND SELECT DETECTIONS (2009-2010)
SUMMARY OF SOIL EXCEEDANCES
ROYAL OAK, MICHIGAN
WAYNE OAKLAND OIL SITE
FIGURE 12
1. IN DECEMBER 2009 AND DECEMBER 2010 SAMPLING AND
MONITORING WELL LOCATIONS WERE SURVEYED BY ATWELL OF
SOUTHFIELD, MICHIGAN. SURVEY ELEVATIONS AND LOCATIONS
WERE PROVIDED IN MICHIGAN STATE PLANE, SOUTH 2113 ZONE,
INTERNATIONAL FEET (LOCATIONS - NAD 83; ELEVATIONS - NAVD 88).
2. THE LOCATIONS OF UTILITIES AND OTHER SITE FEATURES ARE
APPROXIMATE. HOWEVER, BASED ON INFORMATION PROVIDED BY
THE CITY OF ROYAL OAK, THE WATER LINES ARE GENERALLY 5 FEET
BELOW GROUND AND COVERED WITH SAND BACKFILL. STORM AND
SANITARY SEWERS ARE GENERALLY 3 TO 5 FEET BELOW GROUND
AND COVERED WITH SAND BACKFILL.
3. THIS DRAWING MAY BE REPRODUCED FOR USE BY THE STATE OF
MICHIGAN OR ITS AUTHORIZED REPRESENTATIVE.
LEGEND
MONITORING WELL
SOIL BORING
SOIL GAS WELL
SOIL BORINGS/VAS LOCATION
(APRIL-NOVEMBER 2009)
SOIL SAMPLE LOCATION (JULY 2009)
CATCH BASIN
FIRE HYDRANT
LIGHT POLE
MANHOLE
TREE
UTILITY POLE
WATER VALVE MANHOLE
PROPERTY LINE
OTHER PROPERTY LINE
GAS UTILITY
OVERHEAD ELECTRIC/TELEPHONE
SANITARY SEWER
STORM SEWER
WATER UTILITY
WALL
FENCE
ASPHALT/CONCRETE
BUILDING
GRASS
GRAVEL/DIRT
OH
STM
SAN
G
X
W
Analytical results are presented in ug/kg.
Sample interval in units of feet below ground surface.
Highlighted concentrations indicate concentrations also exceed one or more of the following criteria/screening levels: Residential drinking Water Protection Criteria or Groundwater Surface
Water Interface Protection Criteria.
(2) Indicates result is estimated due to high surrogate recovery.
(I) Indicates hazardous substance may exhibit the characteristic of ignitability as defined in 40
C.F.R. Section of the MDEQ RRD Operational Memorandum No.1, dated March 25, 2011.
(T) Indicates reported value is less than the reporting limit (RL). Result is estimated.
(X) Indicates methods 8260 & 624 are used to analyze volatile organics that have boiling points below 200°C and are better suited to analysis by methods 8270 or 625 as semivolatile organics.
U s e r A
K E e c P
I R
N
A
N D
A R
D
F i l e
I
W a y n e O a k l a n d
O i l R
I W o r k R e p o r t s
T e c h
M e m o d w g
F
S
U M
S O
I L
E X
C E
D
D a l e t e
T i m e
L a y o u t d
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
SAN
SAN
SAN
SAN
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
STM
STM
STM
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
D E
L A
W A
E
E
P
A
R
E
E
SITE BUILDING
230 E. HARRISON
METRO LOFTS
322 E. HARRISON
STATION 3 LOFTS
333 E. PARENT
PARKING
LOT
PARKING
LOT
APPROXIMATE
SITE BOUNDARY
WALL
E. HARRISON AVE
X
X
X
X
X
X
X
X
X
X
X
O
H
O
H
O
H
O
H
G
G
S A
N
S T
M
S T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S T
M
S T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
A
N
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
S
I D
E
W
A
L
K
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
T
M
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
I D
E
W
A
L
K
S I D
E W
A L K
STAIRS
KASCO
EQUITIES, LLC
212 E.
HARRISON
S
T
M STM
STM
STM
STM
STM
O H
OH
OH
OH
OH
OH
SIDEWALK
SIDEWALK
X
X
O H
O H
O
H
O
H
O
H
O
H
O
H
O
H
O H
O H
O H
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
S
I D
E
W
A
L
K
S
I D
E
W
A
L
K
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
S T
M
S T
M
S T
M
S T
M
GILL
E. PARENT
GILL
308 E. PARENT
ROYAL GILL
PROPERTIES, LLC
302 E. PARENT
V I O
G O
L D
L L C
E
P
A R
E N
T
KASCO
EQUITIES, LLC
E. PARENT
PARKING LOT
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S
TM
S
TM
S T
M
S T
M
S
TM
S
TM
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S
TM
STM
STM
S
TM
STM
STM
UNDERGROUND WATER
DETENTION SYSTEM
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
A
N
S
A
N
S
A
N
8"
8" 15"
15"
30"
12"
12"
4"
4"
SB-29
SB-34
SB-25
SB-35
SB-30
SB-36
SB-26
SB-27
SB-32
SB-31
SB-24
SB-1
SB-23
SB-2
SB-3
SB-33
SB-41
SB-28
SB-4
SB-6
SB-19
SB-22
SB-7
SB-17
SB-21
SB-16
SB-8
SB-15
SB-20
SB-9
SB-13
SB-43
SB-38
SB-10
SB-18
SB-39
SB-42
SB-5
SB-40
SB-37
SB-12
SB-11
SS-3
SS-5
SS-4
SS-2
SS-1
SGW-1
SGW-2
SGW-3
SGW-4
SGW-7
SGW-6
SGW-5
CB-1
MH-B
CB-4A
MH-C
SB-44
SB-48
SB-45
SB-47
S
T
M
S
T
M
CB-3
CB-4
CB-5
MH-A
MH-B
CB-2
MW 4
MW 3
MW 2
MW 6
MW 5
SB-14/MW 1
MW-7
SB-46
SCALE IN FEET
0 20 40
MARCH 2012 MICHIGAN DEPARTMENT OF ENVIRONMENTAL QUALITY
(JULY 2010)
SUMMARY OF SOIL GAS RESULTS
ROYAL OAK, MICHIGAN
WAYNE OAKLAND OIL SITE
FIGURE13
1. IN DECEMBER 2009 AND DECEMBER 2010 SAMPLING AND
MONITORING WELL LOCATIONS WERE SURVEYED BY ATWELL OF
SOUTHFIELD, MICHIGAN. SURVEY ELEVATIONS AND LOCATIONS
WERE PROVIDED IN MICHIGAN STATE PLANE, SOUTH 2113 ZONE,
INTERNATIONAL FEET (LOCATIONS - NAD 83; ELEVATIONS - NAVD 88).
2. THE LOCATIONS OF UTILITIES AND OTHER SITE FEATURES ARE
APPROXIMATE. HOWEVER, BASED ON INFORMATION PROVIDED BY
THE CITY OF ROYAL OAK, THE WATER LINES ARE GENERALLY 5 FEET
BELOW GROUND AND COVERED WITH SAND BACKFILL. STORM AND
SANITARY SEWERS ARE GENERALLY 3 TO 5 FEET BELOW GROUND
AND COVERED WITH SAND BACKFILL.
3. THIS DRAWING MAY BE REPRODUCED FOR USE BY THE STATE OF
MICHIGAN OR ITS AUTHORIZED REPRESENTATIVE.
LEGEND
MONITORING WELL
SOIL BORING
SOIL GAS WELL
SOIL BORINGS/VAS LOCATION
(APRIL-NOVEMBER 2009)
SOIL SAMPLE LOCATION (JULY 2009)
CATCH BASIN
FIRE HYDRANT
LIGHT POLE
MANHOLE
TREE
UTILITY POLE
WATER VALVE MANHOLE
PROPERTY LINE
OTHER PROPERTY LINE
GAS UTILITY
OVERHEAD ELECTRIC/TELEPHONE
SANITARY SEWER
STORM SEWER
WATER UTILITY
WALL
FENCE
ASPHALT/CONCRETE
BUILDING
GRASS
GRAVEL/DIRT
OH
STM
SAN
G
X
W
Analytical results are presented in µg/m3.
Screen interval in units of feet below ground surface.
Highlighted concentrations indicate concentrations also exceed the Residential
Acceptable Indoor Air Concentration found in Parts 201 and 213 Acceptable
Indoor Air Concentrations (AIACs) and Acceptable Soil Gas Screening
Concentrations (ASGSCs).
"<" denotes concentration was below detection limit shown.
"DUP" denotes duplicate concentrations.
(T) denotes reported value less than reporting limit (estimated).
(6) denotes result estimated due to continuing calibration standard criteria failure.
U s e r A
K E e c P
I R
N
A
N D
A R
D
F i l e
I
W a y n e O a k l a n d
O i l R
I W o r k R e p o r t s
T e c h
M e m o d w g
F
S
O I L
G G
A S
A N
A L
Y T
I C
A L
D a l e t e
T i m e
L a y o u t d
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
SAN
SAN
SAN
SAN
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
STM
STM
STM
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
D E
L A
W A
E
E
P
A
R
E
E
SITE BUILDING
230 E. HARRISON
METRO LOFTS
322 E. HARRISON
STATION 3 LOFTS
333 E. PARENT
PARKING
LOT
PARKING
LOT
APPROXIMATE
SITE BOUNDARY
WALL
E. HARRISON AVE
X
X
X
X
X
X
X
X
X
X
X
O
H
O
H
O
H
O
H
G
G
S A
N
S T
M
S T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S T
M
S T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
A
N
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
S
I D
E
W
A
L
K
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
T
M
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
I D
E
W
A
L
K
S I D
E W
A L K
STAIRS
KASCO
EQUITIES, LLC
212 E.
HARRISON
S
T
M STM
STM
STM
STM
STM
O H
OH
OH
OH
OH
OH
SIDEWALK
SIDEWALK
X
X
O H
O H
O
H
O
H
O
H
O
H
O
H
O
H
O H
O H
O H
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
S
I D
E
W
A
L
K
S
I D
E
W
A
L
K
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
S T
M
S T
M
S T
M
S T
M
GILL
E. PARENT
GILL
308 E. PARENT
ROYAL GILL
PROPERTIES, LLC
302 E. PARENT
V I O
G O
L D
L L C
E
P
A R
E N
T
KASCO
EQUITIES, LLC
E. PARENT
PARKING LOT
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S
TM
S
TM
S T
M
S T
M
S
TM
S
TM
S T
M
S T
M
S T
M
S T
M
S T
M
S T
M
S
TM
STM
STM
S
TM
STM
STM
UNDERGROUND WATER
DETENTION SYSTEM
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
A
N
S
A
N
S
A
N
8"
8" 15"
15"
30"
12"
12"
4"
4"
SB-29
SB-34
SB-25
SB-35
SB-30
SB-36
SB-26
SB-27
SB-32
SB-31
SB-24
SB-1
SB-23
SB-2
SB-3
SB-33
SB-41
SB-28
SB-4
SB-6
SB-19
SB-22
SB-7
SB-17
SB-21
SB-16
SB-8
SB-15
SB-20
SB-9
SB-13
SB-43
SB-38
SB-10
SB-18
SB-39
SB-42
SB-5
SB-40
SB-37
SB-12
SB-11
SS-3
SS-5
SS-4
SS-2
SS-1
SGW-1
SGW-2
SGW-3
SGW-4
SGW-7
SGW-6
SGW-5
CB-1
MH-B
CB-4A
MH-C
SB-44
SB-48
SB-45
SB-47
S
T
M
S
T
M
CB-3
CB-4
CB-5
MH-A
MH-B
CB-2
MW 4
MW 3
MW 2
MW 6
MW 5
SB-14/MW 1
MW-7
SB-46
SB-33
SB-40
SB-41
SB-32
SB-31
SB-24
SB-17
SB-16
SB-46
SB-47
SB-18
SB-39
CB-2
SB-8
SB-44
SB-5
SB-28
SB-3
SB-2
SB-4
SB-6
SB-7
SCALE IN FEET
0 20 40
MARCH 2012 MICHIGAN DEPARTMENT OF ENVIRONMENTAL QUALITY
AND SELECT DETECTIONS (2009-2010)
SUMMARY OF GROUNDWATER EXCEEDANCES
ROYAL OAK, MICHIGAN
WAYNE OAKLAND OIL SITE
FIGURE14
1. IN DECEMBER 2009 AND DECEMBER 2010 SAMPLING AND
MONITORING WELL LOCATIONS WERE SURVEYED BY ATWELL OF
SOUTHFIELD, MICHIGAN. SURVEY ELEVATIONS AND LOCATIONS
WERE PROVIDED IN MICHIGAN STATE PLANE, SOUTH 2113 ZONE,
INTERNATIONAL FEET (LOCATIONS - NAD 83; ELEVATIONS - NAVD 88).
2. THE LOCATIONS OF UTILITIES AND OTHER SITE FEATURES ARE
APPROXIMATE. HOWEVER, BASED ON INFORMATION PROVIDED BY
THE CITY OF ROYAL OAK, THE WATER LINES ARE GENERALLY 5 FEET
BELOW GROUND AND COVERED WITH SAND BACKFILL. STORM AND
SANITARY SEWERS ARE GENERALLY 3 TO 5 FEET BELOW GROUND
AND COVERED WITH SAND BACKFILL.
3. THIS DRAWING MAY BE REPRODUCED FOR USE BY THE STATE OF
MICHIGAN OR ITS AUTHORIZED REPRESENTATIVE.
LEGEND
MONITORING WELL
SOIL BORING
SOIL GAS WELL
SOIL BORINGS/VAS LOCATION
(APRIL-NOVEMBER 2009)
SOIL SAMPLE LOCATION (JULY 2009)
CATCH BASIN
FIRE HYDRANT
LIGHT POLE
MANHOLE
TREE
UTILITY POLE
WATER VALVE MANHOLE
PROPERTY LINE
OTHER PROPERTY LINE
GAS UTILITY
OVERHEAD ELECTRIC/TELEPHONE
SANITARY SEWER
STORM SEWER
WATER UTILITY
WALL
FENCE
ASPHALT/CONCRETE
BUILDING
GRASS
GRAVEL/DIRT
OH
STM
SAN
G
X
W
Analytical results are presented in µg/l.
Screen interval in units of feet below ground surface.
Highlighted concentrations indicate concentrations also exceed one or more of the following criteria/screening levels: Residential Drinking Water Criteria and Groundwater
Surface Water Interface Criteria.
Criteria are from Part 201 Cleanup Criteria and Part 213 Risk-Based Screening Levels (RBSLs), updated March 25, 2011.
(*) Methods 8260 & 624 are used to analyze volatile organics that have boiling points below
200ºC. 2-Metylnaphthalene & naphthalene have boiling points above 200ºC and are better suited to analysis by methods 8270 or 625 as semivolatile organics.
(T) Reported value is less than the reporting limit (RL). Result is estimated.
(5) Result and RL are estimated due to low continuing calibration standard criteria failure.
"<" indicates that the parameter was analyzed but not detected above the corresponding laboratory method detection limit.
U s e r A
K E e c P
I R
N
A
N D
A R
D
F i l e
I
W a y n e O a k l a n d
O i l R
I W o r k R e p o r t s
T e c h
M e m o d w g
F
S
U M
G W
E X
C E
D
D a l e t e
T i m e
L a y o u t d
L A
W A
E
E
P
A
R
E
E
APPROXIMATE
SITE BOUNDARY
WALL
E. HARRISON AVE
UNDERGROUND WATER
DETENTION SYSTEM
S I T
E
B
E N
C H
M A
R K
S E
T
I R
P
E
W
A
H
C
A P
E L E
V A
T I O
N
N
A V
D
CB-1
MH-B
CB-4A
MH-C
CB-3
CB-4
CB-5
MH-A
MH-B
CB-2
MW 4
MW 3
MW 2
MW 6
MW 5
SB-14/MW 1
MW-7
LEGEND
MONITORING WELL
SOIL BORING
SOIL GAS WELL
SEWER MONITORING LOCATION
CATCH BASIN
FIRE HYDRANT
LIGHT POLE
MANHOLE
TREE
UTILITY POLE
WATER VALVE MANHOLE
PROPERTY LINE
OTHER PROPERTY LINE
GAS UTILITY
OVERHEAD ELECTRIC/TELEPHONE
SANITARY SEWER
STORM SEWER
WATER UTILITY
WALL
FENCE
ASPHALT/CONCRETE
BUILDING
GRASS
GRAVEL/DIRT
FREE PRODUCT THICKNESS
(FEET)
NO FREE PRODUCT DETECTED
(<0.01 FEET)
NOT MEASURED
File details come from the government source that posted it. Updated .