Specifications Part 5 07073.pdf

PDF 5 MB Posted Oct 9, 2017

Attached to: Belgravia - Remediation System Construction Support
Solicitation number: RFQ 171 180000000015 6
Issued by: Van Buren County, South Haven City, Michigan

About this file

Written by GovTribe AI · Mar 11, 2026

This is a Groundwater Sampling Report and Specifications document prepared for the Michigan Department of Environmental Quality (DEQ) Kalamazoo District Office regarding the Belgravia Site (#80000010). The document presents technical specifications for subsurface soil and groundwater contamination assessment at a mixed-use property featuring factory condominiums, Westshore Family Fitness, residential structures, and abandoned railroad right-of-way areas. The report includes detailed geospatial data from multiple sampling events conducted between March 2000 and September 2005, documenting the distribution of trichloroethylene (TCE) contamination across sediment layers, unconfined groundwater, and intermediate groundwater zones through 54 monitoring wells, pump and skim boreholes, and recovery wells positioned throughout the site.

The document presents quantitative contamination data with TCE concentrations measured in micrograms per kilogram for sediments and micrograms per liter for groundwater samples, comparing results against Part 201 Drinking Water Protection (DWP) criteria, Groundwater Surface Impact (GSI) criteria, Vapor Intrusion Assessment and Identification (VIAI) criteria, and site-specific default criteria. Notable findings include DNAPL (Dense Non-Aqueous Phase Liquid) detection in multiple intermediate groundwater monitoring locations, with TCE concentrations reaching 550,000 micrograms per liter at PSB-9 and 180,000 micrograms per liter at MW-46I. The report identifies contamination exceeding multiple regulatory thresholds across shallow, unconfined, and intermediate groundwater units, providing baseline environmental characterization data essential for remediation planning and risk assessment at this complex industrial and residential site.

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Other files

File	Type	Posted
Specifications Part 4 07073.pdf	PDF	Oct 9, 2017
07073 Addemdum 3.pdf	PDF	Oct 9, 2017
Addendum 2 07073.pdf	PDF	Oct 9, 2017
Specifications Part 3 07073.pdf	PDF	Oct 9, 2017
Specifications Part 2 07073.pdf	PDF	Oct 9, 2017
Specifications Part 7 07073.pdf	PDF	Oct 9, 2017
IMPORTANT NOTICE - SIGMA VSS.docx	DOCX document	Oct 9, 2017
Addendum 1.pdf	PDF	Oct 9, 2017
Addendum 4.pdf	PDF	Oct 9, 2017
Specifications Part 1 07073.pdf	PDF	Oct 9, 2017
Advertisement 07073.pdf	PDF	Oct 9, 2017
Specifications Part 6 07073.pdf	PDF	Oct 9, 2017
Addendum 5.pdf	PDF	Oct 9, 2017

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A B

A N

D O

N E

WFACTORY CONDOMINIUMS AND WESTSHORE FAMILY FITNESS

1 STORY

HOUSE

SHED

2 STORY

HOUSE

2 STORY

HOUSE

ELKENBURG STREET

AYLWORTH COURT

ORCHARD DRIVE

B-10 (8') 46 (4/13/2002)

SB-2 (4 - 5')

13 (9/31/1997)

SB-27 (4 - 5')

85 (2/24/2000)

SB-66 (4')

53 (9/6/2000)

B-7 (11') 84 (4/12/2002)

MW-45I (37')

74 (6/28/2005)

B-4 (8') 470 (4/11/2002)

RW-2 (8')

980 (6/22/2005)

B-13 (8') 780 (4/13/2002)

SB-37 (5 - 6')

330 (2/25/2000)

SB-31 (4')

250 (2/25/2000)

SB-28 (4 - 6')

230 (2/24/2000)

SB-30 (8 - 10')

860 (2/25/2000)

SB-25 (5 - 6')

2300 (2/24/2000)

SB-65 (4')

3600 (9/6/2000)

SB-38 (4 - 6')

50000 (2/25/2000)

SB-33 (4 - 5')

42000 (2/25/2000)

SB-24 (4 - 5')

31000 (2/24/2000)

SB-23 (4 - 5')

29000 (2/24/2000)

B-9 (13') 78000 (4/12/2002)

MW-42I (8')

80000 (6/21/2005)

B-8 (19') 340000 (4/12/2002)

GP-11 (8 - 10')

180000 (11/19/2002)

MW-47I (20')

360000 (6/23/2005)GP-3 (26 - 27')

560000 (11/20/2002)

PSB-15 (19')

320000 (4/21/2005)

MW-46I (25')

650000 (6/22/2005)

PSB-3 (20')

730000 (3/31/2005)

PSB-2 (18')

1600000 (4/11/2005)

PSB-1 (10')

220 (3/23/2005)

PSB-4 (18')

79000 (4/8/2005)

PSB-9 (24')

1600000 (4/15/2005)

Tank (24 - 28') 8800000 (4/12/2002)

PSB-7 (26')

17000000 (3/31/2005)

MW-10R (5')

1300000 (3/22/2005)

RW-1 (10')

1100 (6/21/2005)

PSB-8 (8')

3600000 (3/30/2005)

SB-58 (8 - 10')

480000 (9/5/2000)

B-5 (25') 2300000 (4/12/2002)

SB-63 (9 - 11')

94000 (9/6/2000)

SB-44 (4 - 5')

220000 (2/28/2000) MW-44I (25')

860000 (6/27/2005)

SB-32 (4 - 5')

22000 (2/25/2000)

B-2 (23 - 23') 280000 (4/10/2002)

B-1 (18') 470000 (4/10/2002)

PSB-35 (28')

480000 (5/18/2005)

SB-35 (4')

210000 (2/25/2000)

PSB-6 (20')

2400000 (4/13/2005)

PSB-11 (38')

450 (4/4/2005)

PSB-37 (27')

180 (5/18/2005)

PSB-23 (27')

200000 (4/26/2005) PSB-34 (30')

80 (5/17/2005)

B-3 (11') 2100 (4/10/2002)

B-6 (14') 28000 (4/12/2002)

PSB-5 (10')

250 (3/29/2005)

MW-43I (7')

780 (6/22/2005)

SB-29 (4')

1000 (2/25/2000)

SB-34 (4')

16000 (2/25/2000)

SB-62 (9 - 11')

26000 (9/1/2000)

FIGURE 31

DISTRIBUTION OF TCE IN THE SEDIMENTS

SB-64 (4 - 4.5')

3600 (9/6/2000)

FILENAME: GAN0501\ENGINEERING\GIS\subsurface_soil_final.mxd

0 20 4010

Feet

DRAFTED: 11/13/05

BY: P. LEPCZYK

SCALE: 1" = 40'

NOTE: (-) = LESS THAN

METHOD DETECTION LIMIT

TCE (ug/kg) Non-detect

Less than Part 201 DWP Criterion

Exceeds Part 201 DWP Criterion

Exceeds Part 201 GSIP Criterion

Exceeds Part 201 SVIAI Criterion

Exceeds site specific DC Criterion

A N

D O

WFACTORY CONDOMINIUMS AND WESTSHORE FAMILY FITNESS

1 STORY

HOUSE

SHED

2 STORY

HOUSE

2 STORY

HOUSE

ELKENBURG STREET

AYLWORTH COURT

ORCHARD DRIVE

MW-4 (3/1/2000)

-1

MW-3 (3/1/2000)

-1

MW-2 (3/1/2000)

-1

MW-1 (3/21/2000)

-1

MW-54 (9/1/2005)

-1

MW-52 (9/1/2005)

-1

MW-51 (9/1/2005)

-1

MW-41 (9/1/2005)

-1

MW-20 (9/20/2000)

-1

PSB-27 (5/4/2005)

-1

PSB-26 (5/4/2005)

-1

PSB-1 (5/25/2005)

-1

MW-54 (7/15/2005)

-1 MW-53 (7/15/2005)

-1

MW-53 (8/31/2005)

-1

MW-52 (7/15/2005)

-1

MW-51 (7/15/2005)

-1

MW-40 (8/31/2005)

-1

MW-11R (9/1/2005)

-1

MW-1R (8/31/2005)

-1

PSB-34 (5/17/2005)

-1

PSB-33 (5/17/2005)

-1

PSB-30 (5/26/2005)

-1

PSB-30 (5/10/2005)

-1

PSB-28 (5/11/2005)

-1

PSB-24 (4/15/2005)

-1

PSB-23 (4/15/2005)

-1

PSB-22 (4/13/2005)

-1

PSB-19 (4/14/2005)

-1

PSB-18 (4/14/2005)

-1

PSB-17 (4/14/2005)

-1

PSB-15 (4/14/2005)

-1

PSB-14 (4/13/2005)

-1

MW-5 (3/1/2000)

PSB-25 (5/4/2005)

PSB-4 (3/28/2005)

PSB-37 (5/18/2005)

PSB-35 (5/17/2005)

PSB-20 (4/14/2005)

MW-8 (3/1/2000)

MW-6 (3/1/2000)

MW-19 (9/20/2000)

MW-16 (9/20/2000)

MW-19R (9/1/2005)

MW-16R (9/1/2005)

MW-18 (9/20/2000)

PSB-1 (3/23/2005)

MW-50S (9/1/2005)

MW-50S (6/21/2005)

MW-33S (9/1/2005)

MW-19R (5/26/2005)

MW-11R (5/4/2005)

PSB-16 (4/14/2005)

MW-16R (5/25/2005)

MW-7 (3/1/2000)

MW-9 (3/1/2000)

MW-11 (3/1/2000)

MW-17R (9/1/2005)

MW-17R (5/4/2005)

MW-12 (3/1/2000)

12000

MW-10R (9/1/2005)

MW-10 (3/1/2000)

35000

MW-10R (5/4/2005)

86000

MW-10R (5/25/2005)

35000

PSB-5 (3/28/2005)

-1

MW-20R (5/4/2005)

-1

PSB-21 (4/15/2005)

-1

MW-20R (5/26/2005)

-1

MW-20R (9/1/2005)

PSB-25 (5/27/2005)

PSB-25 (5/12/2005)

MW-33S (7/15/2005)

GP-11 (11/19/2002)

MW-18R (9/1/2005)

MW-50S (7/15/2005)

MW-18R (5/25/2005)

FIGURE 35

DISTRIBUTION OF TCE IN THE UNCONFINED GROUNDWATER UNIT

PSB-8 (3/29/2005)

16000

MW-44I (6/21/2005)

PSB-6 (3/28/2005)

FILENAME: GAN0501\ENGINEERING\GIS\groundwater_final.mxd

0 20 4010

Feet

DRAFTED: 11/15/05

BY: P. LEPCZYK

SCALE: 1" = 40'

NOTE: (-) = LESS THAN

METHOD DETECTION LIMIT

TCE (ug/L)

Non-detect

Less than Part 201 DW Criterion

Exceeds Part 201 DW Criterion

Exceeds Part 201 GSI Criterion

Exceeds Part 201 VIAI Criterion

Exceeds Part 201 GC Criterion

A N

D O

FACTORY CONDOMINIUMS AND WESTSHORE FAMILY FITNESS

1 STORY

HOUSE

SHED

2 STORY

HOUSE

2 STORY

HOUSE

ELKENBURG STREET

AYLWORTH COURT

ORCHARD DRIVE

MW-34 (8 - 13')

-1 (9/1/2005)

MW-39 (24 - 29')

-1 (9/1/2005)

PSB-37 (8 - 12')

-1 (5/18/2005)

PSB-5 (13 - 13')

-1 (5/26/2005)

MW-49S (7 - 10')

-1 (8/31/2005)

MW-49S (7 - 10')

-1 (7/15/2005)

MW-49I (18 - 23')

-1 (9/1/2005)

MW-48I (22 - 27')

-1 (9/1/2005)

MW-45I (25 - 30')

-1 (9/1/2005)

MW-30 (10 - 15')

-1 (8/30/2005)

PSB-28 (10 - 12')

-1 (5/11/2005)

PSB-18 (12 - 12')

-1 (5/26/2005)

MW-49I (18 - 23')

-1 (7/15/2005)

MW-48I (22 - 27')

-1 (7/15/2005)

MW-42I (15 - 30')

2 (9/1/2005)

MW-33I (15 - 30')

3 (9/1/2005)

PSB-11I (28 - 28')

1 (5/26/2005)

PSB-11 (26 - 26')

17 (4/4/2005)

MW-50I (26 - 31')

86 (9/1/2005)

MW-50I (26 - 31')

13 (7/15/2005)

MW-45I (25 - 30')

19 (7/15/2005)

MW-42I (15 - 30')

13 (7/14/2005)

MW-33I (15 - 30')

60 (7/14/2005)

MW-37I (22 - 27')

320 (9/1/2005)

MW-37I (22 - 27')

310 (7/14/2005)

MW-44I (15 - 30')

DNAPL (7/13/2005)

RW-1 (16 - 29')

Suspected DNAPL (6/29/2005)

RW-2 (12 - 25')

Suspected DNAPL (6/29/2005)

RW-3 (16 - 26')

Suspected DNAPL (6/30/2005)

PSB-2 (17 - 25')

Suspected DNAPL (4/11/2005)

PSB-3 (16 - 31')

DNAPL (7/13/2005)

PSB-6 (16 - 31')

DNAPL (7/13/2005)

PSB-7 (13 - 28')

DNAPL (7/13/2005)

PSB-8 (15 - 30')

DNAPL (7/13/2005)

PSB-9 (16 - 26')

DNAPL (7/13/2005)

PSB-9 (16 - 26')

550000 (5/27/2005)

MW-47I (18 - 23')

51000 (8/31/2005)

MW-47I (18 - 23')

58000 (7/15/2005)

MW-46I (15 - 30')

180000 (9/1/2005)

MW-46I (15 - 30')

110000 (7/15/2005)

MW-43I (17 - 27')

4 (9/1/2005)

MW-43I (17 - 27')

35 (7/15/2005)

FIGURE 36

DISTRIBUTION OF TCE IN THE INTERMEDIATE GROUNDWATER ZONE

FILENAME: GAN0501\ENGINEERING\GIS\groundwater_intermediate_final.mxd

0 20 4010

Feet

DRAFTED: 11/15/05

BY: P. LEPCZYK

SCALE: 1" = 40'

NOTE: (-) = LESS THAN

METHOD DETECTION LIMIT

TCE (ug/L)

Non-detect

Less than Part 201 DW Criterion

Exceeds Part 201 DW Criterion

Exceeds Part 201 GSI Criterion

Exceeds Part 201 VIAI Criterion

Exceeds Part 201 GC Criterion

INTERMEDIATE GROUNDWATER

CONCENTRATIONS BENEATH THE

BUILDING WERE ESTIMATED FROM

SEDIMENT CONCENTRATIONS

Belgravia Site (#80000010)

U2012 Groundwater Sampling Report

Prepared for:

DEQ-Kalamazoo District Office 7953 Adobe Road

Kalamazoo, MI

August 13, 2012

File details come from the government source that posted it. Updated Mar 11, 2026.