EGLE_RemediationInvestigation_-_Report_Workplan_2019-12-10.pdf
PDF 10 MB Posted
- Attached to
- FWS MI MONITOR POTENTIAL VAPOR INTRUSION
- Solicitation number
- 140FS224Q0007
About this file
This file describes a federal contract opportunity from the Department of the Interior Fish and Wildlife Service. The solicitation number is 140FS224Q0007 for monitoring potential vapor intrusion. The related 10MB PDF file, EGLE_RemediationInvestigation_-_Report_Workplan_2019-12-10, contains a work plan for investigating and remediating sites with potential vapor intrusion issues. The opportunity type is a solicitation from the Department of the Interior Fish and Wildlife Service to monitor potential vapor intrusion at unspecified sites. The file provides a work plan and report for investigating vapor intrusion and remediating affected locations.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| EGLE_ENVReport_2019-11-26.pdf | ||
| EGLE_ENVReport_2020-10-07.pdf | ||
| SCOPE_OF_WORK_FOR_DRIWR_Vapor_Intrusion_Evaluation.pdf | ||
| EGLE_ENVReport_2020-02-04.pdf | ||
| Sol_140FS224Q0007.pdf |
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Text version
04S10E25
04S10E36
04S11E30
04S11E31
04S11E30
04S10E35
04S10E26
Riv er
Je ffe rso n
Toledo
Lathrop
Vreeland
Groh
Fo rt
Wilson
Hoover
So uth po int e
Johnson
Larkspur
Loma
Ruthmere
Brodhead
Na nc ys
Mo ntf auc on
Julie
Coucy
Barbara
Hawthorn Glen
Stinson
Franklin
Meus e
Mc Do ug al
Fo rt LEGEND
Township, Range, Section
Approximate Study Area µ
FIGURE 1
GEOLOGIST CREATION DATE
Geological Services
Section
Brian Eustice November 2019
Detroit International Wildlife Refuge
SITE ID 82000009
CITY OF TRENTON, WAYNE COUNTY
T4S R10E SECTION 25
SITE MAP
730867 E 178856 N
730867 E 176418 N
733910E 178856 N
733910 E 176418 N
DATUM - NAD83
PROJECTION: MICHIGAN GEOREF
NORTHING AND EASTING COORDINATES (IN METERS)
ARE IN CORNERS OF MAP
AERIAL PHOTO SOURCE: MICHIGAN IMAGERY
Remediation and Redevelopment
Division
1 inch = 800 feet
0 390 780 1,170 1,560 Feet
0 0.1 0.2 Miles
1 in = 0.15 miles
Trenton
Grosse Ile
De tro it R ive r
VP8-3
VP4-5
VP3-7
VP5-6.5
VP2-7.5 VP1-4.5
VP6-6.25 VP7-2.75
VP9-3.25
LEGEND
!? Vapor Well Number - Depth µ
FIGURE 2
GEOLOGIST CREATION DATE
Geological Services
Section
Brian Eustice December 2019
Detroit International Wildlife Refuge
SITE ID 82000009
CITY OF TRENTON, WAYNE COUNTY
T4S R10E SECTION 25
Vapor Well Location Map
732355 E 177847 N
732355 E 177740 N
732488 E 177847 N
732488 E 177740 N
DATUM - NAD83
PROJECTION: MICHIGAN GEOREF
NORTHING AND EASTING COORDINATES (IN METERS)
ARE IN CORNERS OF MAP
AERIAL PHOTO SOURCE: MICHIGAN IMAGERY
Remediation and Redevelopment
Division
1 inch = 35 feet
0 10 20 30 40 Feet
0 0.006 0.012 Miles
1 in = 0.0066 miles
SITE:
BORING/WELL:
COUNTY:
TOWNSHIP:
TOWN:
RANGE:
SECTION:
LOCATION DESCRIPTION:
DATE:
DRILLER:
GEOLOGIST:
DRILL METHOD:
TOTAL DEPTH:
SITE ID#
VERTICAL DATUM:
GRD. ELEVATION:
T.O.C.:
S.W.L.:
CASING:
SCREEN:
WELL DEPTH:
COMPLETION NOTES:
LATITUDE:
LONGITUDE:
PROJECTION:
NORTHING:
EASTING:
BOREHOLE LOG
WELL
CONSTRUCTION
L
IT
H O
L O
G
IC
L O
G
DESCRIPTION
D E
P T
H
MEASURED
RECOVERY
(FT/FT)
S A
M P
L E
T Y
P E
SAMPLE ID NOTES
Detroit International Wildlife Refuge
VP1-4.5
Wayne
City of Trenton
4S
10E
Northeast corner of building
11/4/2019
B. Lower
B. Eustice
Direct Push
8 ft
82000009
B en se al
S an d P ac k
B en se al
VP1-4.5
Ground Surface
Sandy Clay Loam dark brown, gravelly, moist.
Sandy Loam brown, coarse grain.
Clay black, clayey like material, no odor.
Loamy Sand light gray, with large gravel.
Clay brown, gravelly, moist.
Sandy Clay very gravelly, wet at 5.3 ft.
Silty Clay Loam dark brown - black, with organics, moist.
Sand fine grain, with gravel, moist.
E.O.B.
2.92/4
3.33/4
NA
NA
NA
NA
NA
0.5 inch Polyethylene
4.5 ft
Flushmount Cover
42.115145648
-83.186675171
MiGeoRef
177811.823
732446.624
COUNTY:
TOWNSHIP:
TOWN:
RANGE:
SECTION:
LOCATION DESCRIPTION:
DATE:
DRILLER:
GEOLOGIST:
DRILL METHOD:
TOTAL DEPTH:
SITE ID#
VERTICAL DATUM:
GRD. ELEVATION:
T.O.C.:
S.W.L.:
CASING:
SCREEN:
WELL DEPTH:
COMPLETION NOTES:
LATITUDE:
LONGITUDE:
PROJECTION:
NORTHING:
EASTING:
BOREHOLE LOG
WELL
CONSTRUCTION
L
IT
H O
L O
G
DESCRIPTION
D E
P T
H
MEASURED
RECOVERY
(FT/FT)
S A
M P
L E
T Y
P E
SAMPLE ID NOTES
Detroit International Wildlife Refuge
VP2-7.5
Wayne
City of Trenton
4S
10E
Along northern edge of building
11/4/2019
B. Lower
B. Eustice
Direct Push
8 ft
82000009
B en se al
Sand Pack
Collapse
VP2-7.5
Ground Surface
Topsoil dark brown, sandy loam.
Sandy Clay brown, gravelly, moist to dry.
Sandy Loam brown, gravelly, moist to dry.
Clay brown, wet.
Gravelly Sand light gray, hard, dry to moist, slight odor.
E.O.B.
2.42/4
3.33/4
NA
NA
NA
NA
NA
0.5 inch Polyethylene
7.5 ft
Flushmount Cover
42.115147263
-83.186939332
MiGeoRef
177811.269
732424.791
COUNTY:
TOWNSHIP:
TOWN:
RANGE:
SECTION:
LOCATION DESCRIPTION:
DATE:
DRILLER:
GEOLOGIST:
DRILL METHOD:
TOTAL DEPTH:
SITE ID#
VERTICAL DATUM:
GRD. ELEVATION:
T.O.C.:
S.W.L.:
CASING:
SCREEN:
WELL DEPTH:
COMPLETION NOTES:
LATITUDE:
LONGITUDE:
PROJECTION:
NORTHING:
EASTING:
BOREHOLE LOG
WELL
CONSTRUCTION
L
IT
H O
L O
G
DESCRIPTION
D E
P T
H
MEASURED
RECOVERY
(FT/FT)
S A
M P
L E
T Y
P E
SAMPLE ID NOTES
Detroit International Wildlife Refuge
VP3-7
Wayne
City of Trenton
4S
10E
Along northern edge of building
11/4/2019
B. Lower
B. Eustice
Direct Push
8 ft
82000009
B en se al
Sand Pack
Benseal
VP3-7
Ground Surface
Mulch
Clay Loam black, moist.
Gravel blue - green, slag with brecciated gravel.
Sand brown, gravelly, dry.
Becomes moist at 2.6 ft and wet at 3 ft.
Clay dark brown - black, gravelly, hard, dry.
Fill reddish orange brick and blue slag.
Silty Sand dark brown.
Loamy Sand brown - dark brown, dry to moist.
Gravelly Clay dark brown, dry.
E.O.B.
3.25/4
4/4
PID= 0.0ppm
NA
NA
NA
NA
NA
0.5 inch Polyethylene
7 ft
Flushmount Cover
42.115136582
-83.187157325
MiGeoRef
177809.480
732406.819
COUNTY:
TOWNSHIP:
TOWN:
RANGE:
SECTION:
LOCATION DESCRIPTION:
DATE:
DRILLER:
GEOLOGIST:
DRILL METHOD:
TOTAL DEPTH:
SITE ID#
VERTICAL DATUM:
GRD. ELEVATION:
T.O.C.:
S.W.L.:
CASING:
SCREEN:
WELL DEPTH:
COMPLETION NOTES:
LATITUDE:
LONGITUDE:
PROJECTION:
NORTHING:
EASTING:
BOREHOLE LOG
WELL
CONSTRUCTION
L
IT
H O
L O
G
DESCRIPTION
D E
P T
H
MEASURED
RECOVERY
(FT/FT)
S A
M P
L E
T Y
P E
SAMPLE ID NOTES
Detroit International Wildlife Refuge
VP4-5
Wayne
City of Trenton
4S
10E
Northwest corner of building
11/4/2019
B. Lower
B. Eustice
Direct Push
6 ft
82000009
B en se al
Sand Pack
Benseal
VP4-5
Ground Surface
Topsoil dark brown - black, moist.
Clay hard, moist to wet.
Soft 1.7-2.57 ft.
Sand Loam gravelly, moist to wet.
Clay with fill material (brick and slag), moist.
Sandy Loam black, fine grain, dry.
Loam dark gray, dry.
Refusal at 6 ft.
E.O.B.
3.5/4
1.75/2
PID= 0.0ppm
NA
NA
NA
NA
NA
0.5 inch Polyethylene
5 ft
Flushmount Cover
42.115058679
-83.187353645
MiGeoRef
177800.290
732390.887
COUNTY:
TOWNSHIP:
TOWN:
RANGE:
SECTION:
LOCATION DESCRIPTION:
DATE:
DRILLER:
GEOLOGIST:
DRILL METHOD:
TOTAL DEPTH:
SITE ID#
VERTICAL DATUM:
GRD. ELEVATION:
T.O.C.:
S.W.L.:
CASING:
SCREEN:
WELL DEPTH:
COMPLETION NOTES:
LATITUDE:
LONGITUDE:
PROJECTION:
NORTHING:
EASTING:
BOREHOLE LOG
WELL
CONSTRUCTION
L
IT
H O
L O
G
DESCRIPTION
D E
P T
H
MEASURED
RECOVERY
(FT/FT)
S A
M P
L E
T Y
P E
SAMPLE ID NOTES
Detroit International Wildlife Refuge
VP5-6.5
Wayne
City of Trenton
4S
10E
Southwest corner of building
11/5/2019
B. Lower
B. Eustice
Direct Push
7.5 ft
82000009
B en se al
Sand Pack
Benseal
VP5-6.5
Ground Surface
Topsoil
Sandy Clay Loam brown, gravelly, moist.
Sand brown, medium to coarse grain, gravelly, wet.
Clay dark gray, hard, moist to wet.
Sand brown, fine to medium grain, moist.
Refusal at 7.5 ft.
E.O.B.
2.2/4
3.5/3.5
PID= 0.0ppm
NA
NA
NA
NA
NA
0.5 inch Polyethylene
6.5 ft
Flushmount Cover
42.114883365
-83.187441730
MiGeoRef
177780.590
732384.262
COUNTY:
TOWNSHIP:
TOWN:
RANGE:
SECTION:
LOCATION DESCRIPTION:
DATE:
DRILLER:
GEOLOGIST:
DRILL METHOD:
TOTAL DEPTH:
SITE ID#
VERTICAL DATUM:
GRD. ELEVATION:
T.O.C.:
S.W.L.:
CASING:
SCREEN:
WELL DEPTH:
COMPLETION NOTES:
LATITUDE:
LONGITUDE:
PROJECTION:
NORTHING:
EASTING:
BOREHOLE LOG
WELL
CONSTRUCTION
L
IT
H O
L O
G
DESCRIPTION
D E
P T
H
MEASURED
RECOVERY
(FT/FT)
S A
M P
L E
T Y
P E
SAMPLE ID NOTES
Detroit International Wildlife Refuge
VP6-6.25
Wayne
City of Trenton
4S
10E
Along southern edge of building
11/5/2019
B. Lower
B. Eustice
Direct Push
8 ft
82000009
B en se al
S an d P ac k
Benseal
VP6-6.25
Ground Surface
Topsoil dark brown, sandy loam.
Gravel large, angular, roots.
Clay brown, moist.
Sand brown, gravelly, moist.
Sandy Clay brown, gravelly, moist.
Sandy Clay Loam brown.
Sandy Clay brown, moist.
Peastone wet, w/ piece of black drain tile.
Clay dark gray - brown mottled, gravelly, moist.
Sand with Slag brown, medium grain, dry to moist.
Sandy Clay Loam dark brown, with fill, dry to moist.
CLAY
dark gray, moist.
Sandy Loam brown - dark brown, fine to medium grain, wet.
E.O.B.
2.5/4
4/4
PID= 0.0ppm
After pulling out GeoProbe tooling, benseal was added to the open hole from 7-8 ft below ground surface (bgs). The peastone then collapsed and filled the open hole to about 3.5 ft bgs.
GSS then added well gravel from
3.5 up to 2.5 ft bgs and benseal to the surface. The vapor well was installed ~1 ft to the south-southeast of the boring location by direct push method with an expendable drive point.
NA
NA
NA
NA
NA
0.5 inch Polyethylene
6.25 ft
Flushmount Cover
42.114877537
-83.187212466
MiGeoRef
177780.579
732403.227
COUNTY:
TOWNSHIP:
TOWN:
RANGE:
SECTION:
LOCATION DESCRIPTION:
DATE:
DRILLER:
GEOLOGIST:
DRILL METHOD:
TOTAL DEPTH:
SITE ID#
VERTICAL DATUM:
GRD. ELEVATION:
T.O.C.:
S.W.L.:
CASING:
SCREEN:
WELL DEPTH:
COMPLETION NOTES:
LATITUDE:
LONGITUDE:
PROJECTION:
NORTHING:
EASTING:
BOREHOLE LOG
WELL
CONSTRUCTION
L
IT
H O
L O
G
DESCRIPTION
D E
P T
H
MEASURED
RECOVERY
(FT/FT)
S A
M P
L E
T Y
P E
SAMPLE ID NOTES
Detroit International Wildlife Refuge
VP7-2.75
Wayne
City of Trenton
4S
10E
Along southern edge building
11/5/2019
B. Lower
B. Eustice
Direct Push
5.83 ft
82000009
B en se al
S an d P ac k
B en se al
VP7-2.75
Ground Surface
Topsoil dark brown, sandy clay loam.
Sand brown, gravelly, dry to moist. Wet at 2.84 ft.
Clay and Fill dark gray - brown mottled, with slag and other fill, dry to moist.
Refusal at 5.83 ft.
E.O.B.
3.17/4
2.83/1.83
PID= 0.0ppm
NA
NA
NA
NA
NA
0.5 inch Polyethylene
2.75 ft
Flushmount Cover
42.114876810
-83.187060198
MiGeoRef
177780.920
732415.811
COUNTY:
TOWNSHIP:
TOWN:
RANGE:
SECTION:
LOCATION DESCRIPTION:
DATE:
DRILLER:
GEOLOGIST:
DRILL METHOD:
TOTAL DEPTH:
SITE ID#
VERTICAL DATUM:
GRD. ELEVATION:
T.O.C.:
S.W.L.:
CASING:
SCREEN:
WELL DEPTH:
COMPLETION NOTES:
LATITUDE:
LONGITUDE:
PROJECTION:
NORTHING:
EASTING:
BOREHOLE LOG
WELL
CONSTRUCTION
L
IT
H O
L O
G
DESCRIPTION
D E
P T
H
MEASURED
RECOVERY
(FT/FT)
S A
M P
L E
T Y
P E
SAMPLE ID NOTES
Detroit International Wildlife Refuge
VP8-3
Wayne
City of Trenton
4S
10E
Along southern edge of building
11/5/2019
B. Lower
B. Eustice
Direct Push
8 ft
82000009
B en se al
S an d P ac k
B en se al
VP8-3
Ground Surface
Mulch
Clay brown - gray mottled, gravelly,firm, organics from 0.95-1.14 ft, moist.
Gravelly Sand brown, fine to medium grain, moist.
Sandy Clay Loam brown - dark brown, firm, wet.
CLAY
gray - brown mottled, some large slag and other fill from 4-6 ft.
E.O.B.
3.5/4
4/4
PID= 0.0ppm
NA
NA
NA
NA
NA
0.5 inch Polyethylene
3 ft
Flushmount Cover
42.114983505
-83.186837854
MiGeoRef
177793.377
732433.786
COUNTY:
TOWNSHIP:
TOWN:
RANGE:
SECTION:
LOCATION DESCRIPTION:
DATE:
DRILLER:
GEOLOGIST:
DRILL METHOD:
TOTAL DEPTH:
SITE ID#
VERTICAL DATUM:
GRD. ELEVATION:
T.O.C.:
S.W.L.:
CASING:
SCREEN:
WELL DEPTH:
COMPLETION NOTES:
LATITUDE:
LONGITUDE:
PROJECTION:
NORTHING:
EASTING:
BOREHOLE LOG
WELL
CONSTRUCTION
L
IT
H O
L O
G
DESCRIPTION
D E
P T
H
MEASURED
RECOVERY
(FT/FT)
S A
M P
L E
T Y
P E
SAMPLE ID NOTES
Detroit International Wildlife Refuge
VP9-3.25
Wayne
City of Trenton
4S
10E
Southeast corner of building
11/5/2019
B. Lower
B. Eustice
Direct Push
8 ft
82000009
B en se al
S an d P ac k
B en se al
VP9-3.25
Ground Surface
Topsoil dark brown, sandy clay.
Clay brown - gray mottled, moist.
Sand brown, gravelly, moist. Wet at 3.8 ft.
Clay gray - brown mottled, moist.
Wet at 5.25 ft.
Gravel gray - brown, angular, small to large.
Clay gray - brown mottled, wet.
Gravel gray - brown, angular, small to large.
Sand and Gravel light brown - gray, silty, hard, moist to wet.
E.O.B.
3.08/4
4/4
PID= 0.0ppm
NA
NA
NA
NA
NA
0.5 inch Polyethylene
3.25 ft
Flushmount Cover
42.114993755
-83.186655628
MiGeoRef
177795.020
732448.805
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