Cass_Street_Addendum_1.pdf

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Attached to
761/22418. SAR; Cass St - Groundwater Sys Decommissioning
Solicitation number
RFQ 171 240000000601 2
Issued by
Calhoun County, East Grand Rapids City, Michigan

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This is Addendum No. 1 to a bidding and contract document issued by the State of Michigan Department of Technology, Management and Budget on behalf of the Department of Environment, Great Lakes, and Energy (EGLE) for the Cass Street Area System Decommissioning project in Kalamazoo, Michigan. The project involves the abandonment and decommissioning of multiple monitoring wells, recovery wells, and associated infrastructure including pumps, piping, and building systems. The contractor must remove all piping, hoses, submersible pumps, heaters, stacks, plumbing manifolds, sediment filters, carbon filters, and related accessories from the facility while retaining air compressors, handwash sinks, electrical panels, trench drains, catch basins, and drain lines to the outfall. Additional work includes repairing an overhead door, removing a manhole adjacent to RW-2 and backfilling the void, and abandoning wells using bentonite-cement slurry with tremie pipe, cutting casings a minimum of four feet below ground surface, and completing restoration including aggregate base, topsoil, and seeding. The bid opening date was August 14, 2024, and the addendum was issued August 2, 2024, with a pre-bid meeting having been held prior to the addendum date.

The addendum provides clarifications to bidder questions, an updated well details table identifying 40+ monitoring wells (MW), observation wells (OW), and recovery wells (RW) with varying depths and conditions, laboratory analytical results from July 2024 sampling events, and easement access information for rig and equipment movement. Groundwater at the site is contaminated with petroleum hydrocarbons and halogenated volatile organic compounds from former gas station and dry cleaning operations; however, wastes from the site are not classified as listed hazardous wastes. Contractors must utilize ground protection mats for all vehicle movement to minimize ground disturbance and comply with Michigan Department of Transportation permit conditions for wells located within M-62 and US-12 road rights-of-way, including placement of traffic control devices and notifications. The contract includes applicable wage requirements and payment terms calculated on a per-well unit price basis for both recovery well and monitoring well abandonment items.

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PPaaggee 11 ooff 22

STATE OF MICHIGAN Date Issued: August 2, 2024 Department of Technology, Management and Budget File No: 761/22418.SAR State Facilities Administration Department: EGLE Professional: DLZ Project Name: Cass Street Area

Bid Opening Date: August 14, 2024

ADDENDUM NO. 1

TO: All Bidders

SUBJECT: Revision to Bidding and Contract Document for System Decommissioning

INTENT: This Addendum is issued to make changes in the Specifications and Project Manual for the above referenced project.

1) Pre-Bid Meeting Sign-In Sheet attached: Attachment A.

2) An updated well details table is attached: Attachment B.

3) Clarifications to bidder’s questions: Attachment C.

3) Easement access path to RW-2: Attachment D.

3) Laboratory report of the current well sampling event: Attachment E.

4) Several monitoring wells that require abandonment are anticipated to be within the

Michigan Department of Transportation (MDOT) M-62 and US-12 road rights-of-way.

Applications for permits to work within the M-62 and US-12 road rights-of-way were submitted. Contractor shall comply with all permit conditions including, but not limited to, the placement of traffic control devices and notifications. Permit applications and the anticipated permit conditions are attached: Attachment F.

5) Wages: Attachment G.

6) Access: Contractor shall utilize ground protection mats for the movement of drill rigs, excavators, and any other vehicles to minimize ground disturbance of all paved and grass surfaces.

7) Replace Measurement and Payment Section 01025, 1.04, D. Contract Item No. 4 – Abandon, Recovery Well (Each) paragraph with the following:

PPaaggee 22 ooff 22

Payment for this item shall be paid at the Contract unit price per well. This item shall include all necessary labor, transportation, equipment, tools, materials, and subcontracting services to abandon the recovery well. The submersible pump, drop pipe and all related materials and apparatus shall be removed from the recovery well. The well shall be filled with bentonite-cement slurry using tremie pipe, and the casing shall be cut a minimum of four feet below ground surface. Restoration including, but not limited to, aggregate base, topsoil, and seeding shall be included in this item. Recovery well abandonment shall begin upon completion of the force main abandonment. This item shall include necessary clearing and grubbing of brush and trees up to 6-inch diameter to access the recovery well.

8) Replace Measurement and Payment Section 01025, 1.04, E. Contract Item No. 5 – Abandon, Monitoring Well (Each) paragraph with the following:

Payment for this item shall be paid at the Contract unit price per well. This item shall include all necessary labor, transportation, equipment, tools, materials, and subcontracting services to abandon the monitoring well. The well shall be filled with bentonite-cement slurry using tremie pipe, and the casing shall be cut a minimum of four feet below ground surface. Restoration including, but not limited to, aggregate base, topsoil, and seeding shall be included in this item.

ACKNOWLEDGEMENT: This Addendum must be acknowledged by the bidder in the space provided in the Bid Summary Form submitted with the bidder's bid for submission of a valid bid. The changes and information shall become part of the contract documents. (Authority: 1984 PA 431)

ATTACHMENT A

Pre-Bid Meeting Sign-In Sheet

ATTACHMENT B

Well Details Table

Cass Street Area Well Details

Well ID

Depth to

Water below

TOC (feet)

Well Depth below TOC

(feet)

Casing

Diameter

(inches)

Flush-mount or Stick-up

Casing

Material

Surficial

Material

Well Location / Area /

Address

MW-1s 13.21 71.70 2 Stick-up Steel Grass Gunn Park

MW-1d 13.21 99.45 2 Stick-up Steel Grass Gunn Park

MW-2ss 22.41 27.80 2 Flush-mount Steel Grass Water tower

MW-2s 22.21 50.50 2 Flush-mount Steel Grass Water tower

MW-2i 22.93 78.10 2 Flush-mount Steel Grass Water tower

MW-2d 24.66 138.40 2 Flush-mount Steel Grass Water tower

MW-3R 25.19 25.00 *

MW-7 26.77 41.90 *

MW-8s 22.48 57.20 *

MW-9 25.72 60.75 2 Stick-up Steel Grass 68957 Cass St

MW-11R 16.58 40.00 *

MW-12 *

MW-13s 23.19 37.50 *

MW-13d 23.28 71.80 *

MW-14 5.01 71.80 2 Stick-up Steel Grass Lake

MW-15R 11.65 62.35 2 Flush-mount PVC Grass

MW-16 *

MW-20 *

MW-22 24.90 47.50 *

MW-24 23.35 47.34 2 Flush-mount Steel Grass Library

MW-26 25.12 34.50 2 Stick-up Steel Grass 69127 Maple

MW-126 24.53 85.90 2 Stick-up Steel Grass 69127 Maple

MW-27 19.94 67.35 2 Flush-mount Steel Grass Dollar General

MW-28 20.03 65.50 2 Flush-mount Steel Grass Grain Elevator

MW-29 4.52 23.00 2 Flush-mount Steel Asphalt Proctor Auto

MW-37s

MW-37d 29.80 106.00 2 Stick-up Steel Grass Edwardsburg Estates

MW-41 25.74 31.40 *

MW-42 23.34 31.60 *

MW-44s 19.54 30.20 *

MW-44i 20.03 72.00 *

MW-44d 22.01 105.00 *

OW-1 Obstruction in casing 2

OW-2 19.28 30.20 *

OW-4 22.86 32.50 *

RW-1 24.23 60.00 10 Stick-up Steel Grass Water Tower

RW-2 10.82 65.00 10 Stick-up Steel Woods Woods Behind Water Tower

RW-3 24.86 60.35 10 Stick-up Steel Grass Library

Notes

TOC: Top of well casing

Statics and well depths measured in July 2024

Information from 2008 or prior monitoring events

* Well currently not found

ATTACHMENT C

Clarifications to Bidders Questions

CLARIFICATIONS/ANSWERS TO BIDDER'S QUESTIONS

Cass Street Area File No: 761/22418.SAR

Q.1 Does the overhead door open, or do we need to repair?

A.1 The overhead door does not open. The Contractor is required to repair the overhead door covered under contract pay item 7.

Q.2 Do we need to remove the piping and pumps on the floor, and can you clarify what we are removing vs staying inside the building?

A.2 All piping, hoses and submersible pumps needs to be removed. The items that are to remain include air compressor, handwash sink, electrical panels, and the trench drains, catch basin, and the drain line to the outfall. All other items at the building needs to be removed, which includes, but not limited to, heaters, stacks, plumbing manifolds, sediment filters, carbon filters, hoses, and related accessories. The makeup air duct work needs to either be removed or properly secured.

Q.3 Does the manhole adjacent to RW-2 needs to be removed?

A.3 Yes, the manhole shall be completely removed and the void backfilled.

Q.4 Where is the path to RW-2 for rig/equipment?

A.4 The easement identified in the attached figure could be utilized to access RW-2. Additional access is currently being secured.

Q.5 According to the following Section, the groundwater that get displaced by the cement-bentonite grout has to be captured and contained. Is the groundwater still contaminated and really has to be captured and contained? Also, this Section specifies: 'Groundwater shall not be removed from the site.' And it also requires transportation and proper disposal of any groundwater if brought to the surface during site activities. These 2 requirements seem to contradict. Please clarify.

SECTION 02 80 90

HANDLING OF HAZARDOUS MATERIALS

PART 1 GENERAL

1.01 DESCRIPTION

A.5 The groundwater in some of the monitoring and pumping wells may be contaminated. Any displaced groundwater that overflows into the excavation dug around the well with the casing cut 4 feet below surface, prior to the placement of grout does not need to be captured. However, any overflow of groundwater to the ground surface needs to be captured if an excavation is not dug around the well prior to the placement of grout. This captured groundwater shall be properly characterized and disposed. The costs for the collected groundwater characterization, handling, storage, and disposal shall be part of the respective well abandonment pay item. Groundwater at the site contained both petroleum hydrocarbons and halogenated volatile organic compounds due to releases from former gas station and former dry cleaning activities.

Q.6 Again, there will be groundwater displaced when cement-bentonite grout slurry is pumped into the wells. Based on the specifications, the water shall be captured and contained and transported and disposed offsite. Accordingly, there should be a Unit Bid Item for Transportation and Disposal of liquid wastewater.

WELL ABANDONEMNT

PART 1 GENERAL

1.01 SCOPE OF WORK

A.6 The answer A.5 applies to this question.

Q.7 Please clarify if bidders shall assume groundwater wastewater is non-hazardous or listed hazardous? Because the source was a dry cleaning facility, the waste containing PCE might be a listed waste.

A.7 Wastes from the site are not listed hazardous wastes.

ATTACHMENT D

Easement Access Path to RW-2

ATTACHMENT E

Laboratory Analytical Results

P.O. Box 30270

Lansing, MI 48909

TEL: (517) 335-9800

FAX: (517) 335-9600

MICHIGAN DEPARTMENT OF

ENVIRONMENT, GREAT LAKES, AND ENERGY

ENVIRONMENTAL LABORATORY

EGLE-RRD-KALAMAZOO

RE: CASS STREET

Kalamazoo, MI 49009

7953 Adobe Road

Pablo Mora

This is the official environmental laboratory report for testing conducted by the Michigan Department of

Environment, Great Lakes, and Energy. Analyses performed by the laboratory were conducted using methods published by the U.S. Environmental Protection Agency, Standard Methods for the Examination of

Water and Wastewater, ASTM, or other published or approved reference methods.

19 July 2024 Work Order: 2407125

Kirby Shane

Laboratory Director

$575.00 Total Charges for Reported Analyses:

Lab Work Order # 2407125 Page 1 of 13Page 1 of 13

TEL: (517) 335-9800

FAX: (517) 335-9600

MICHIGAN DEPARTMENT OF

ENVIRONMENT, GREAT LAKES, AND ENERGY

ENVIRONMENTAL LABORATORY

Project:

Project Manager:

Reported:

EGLE-RRD-KALAMAZOO

7953 Adobe Road

Pablo Mora

CASS STREET

Kalamazoo MI, 49009

Location ID: 14000002 07/19/2024

Sample ID Laboratory ID Date SampledMatrix Date Received

Analytical Report for Samples

Qualifier

2407125-01 Water 07/16/2024MW-26 07/11/2024

2407125-02 Water 07/16/2024MW-27 07/11/2024

2407125-03 Water 07/16/2024MW-2S 07/12/2024

2407125-04 Water 07/16/2024MW-2SS 07/12/2024

2407125-05 Water 07/16/2024RW-1 07/12/2024

Qualifiers and Definitions

Reporting LimitRL

ND

Not ApplicableNA

***Case Narrative***

Samples were received 7/16/2024 1:06:00PM for client EGLE-RRD-KALAMAZOO as a part of project CASS STREET.

Temperature of samples upon receipt was recorded at 2.10º C and samples were received on ice

Samples were logged and designated as Work Order # 2407125 on 7/16/2024 2:39:00PM.

This Report was created 7/19/2024 10:51:26AM.

Additional Notes/Narrative (if applicable):

Lab Work Order # 2407125 Page 2 of 13Page 2 of 13

TEL: (517) 335-9800

FAX: (517) 335-9600

MICHIGAN DEPARTMENT OF

ENVIRONMENT, GREAT LAKES, AND ENERGY

ENVIRONMENTAL LABORATORY

ResultAnalyte

Analyzed

Date Method QualifierDilutionUnits

Lab ID: 2407125-01

RLCAS #

Client ID: MW-26

QC Batch Analyst

Organics-Volatiles

1.0 ug/L 1 82601,1,1,2-Tetrachloroethane630-20-6 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,1,1-Trichloroethane71-55-6 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,1,2,2-Tetrachloroethane79-34-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,1,2-Trichloroethane79-00-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,1,2-Trichlorotrifluoroethane76-13-1 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,1-Dichloroethane75-34-3 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,1-Dichloroethylene75-35-4 07/17/24ND B4G1726 JT

5.0 ug/L 1 82601,2,3-Trichlorobenzene87-61-6 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,2,3-Trichloropropane96-18-4 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,2,3-Trimethylbenzene526-73-8 07/17/24ND B4G1726 JT

5.0 ug/L 1 82601,2,4-Trichlorobenzene120-82-1 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,2,4-Trimethylbenzene95-63-6 07/17/24ND B4G1726 JT

5.0 ug/L 1 82601,2-Dibromo-3-chloropropane96-12-8 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,2-Dibromoethane106-93-4 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,2-Dichlorobenzene95-50-1 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,2-Dichloroethane107-06-2 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,2-Dichloropropane78-87-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,3,5-Trimethylbenzene108-67-8 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,3-Dichlorobenzene541-73-1 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,4-Dichlorobenzene106-46-7 07/17/24ND B4G1726 JT

5.0 ug/L 1 82602,2,4-Trimethylpentane540-84-1 07/17/24ND B4G1726 JT

5.0 ug/L 1 82602-Butanone (MEK)78-93-3 07/17/24ND B4G1726 JT

5.0 ug/L 1 82602-Methylnaphthalene91-57-6 07/17/24ND B4G1726 JT

20 ug/L 1 82602-Propanone (acetone)67-64-1 07/17/24ND B4G1726 JT

5.0 ug/L 1 82604-Methyl-2-pentanone (MIBK)108-10-1 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Acrylonitrile107-13-1 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Benzene71-43-2 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Bromochloromethane74-97-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Bromodichloromethane75-27-4 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Bromoform75-25-2 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Bromomethane74-83-9 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Carbon disulfide75-15-0 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Carbon tetrachloride56-23-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Chlorobenzene108-90-7 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Chloroethane75-00-3 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Chloroform67-66-3 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Chloromethane74-87-3 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260cis-1,2-Dichloroethylene156-59-2 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260cis-1,3-Dichloropropylene10061-01-5 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Cyclohexane110-82-7 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Dibromochloromethane124-48-1 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Dibromomethane74-95-3 07/17/24ND B4G1726 JT

Lab Work Order # 2407125 Page 3 of 13Page 3 of 13

TEL: (517) 335-9800

FAX: (517) 335-9600

MICHIGAN DEPARTMENT OF

ENVIRONMENT, GREAT LAKES, AND ENERGY

ENVIRONMENTAL LABORATORY

ResultAnalyte

Analyzed

Date Method QualifierDilutionUnits

Lab ID: 2407125-01

RLCAS #

Client ID: MW-26

QC Batch Analyst

Organics-Volatiles

5.0 ug/L 1 8260Dichlorodifluoromethane75-71-8 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Diethyl ether60-29-7 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Diisopropyl Ether108-20-3 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Ethylbenzene100-41-4 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Ethyltertiarybutylether637-92-3 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Hexachloroethane67-72-1 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Hexane110-54-3 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Isopropylbenzene98-82-8 07/17/24ND B4G1726 JT

2.0 ug/L 1 8260m & p - Xylene1330-20-7 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Methylcyclopentane96-37-7 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Methylene chloride75-09-2 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Methyltertiarybutylether1634-04-4 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Naphthalene91-20-3 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260n-Butylbenzene104-51-8 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260n-Heptane142-82-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260n-Propylbenzene103-65-1 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260o-Xylene95-47-6 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260sec-Butylbenzene135-98-8 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Styrene100-42-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260tert-Butylbenzene98-06-6 07/17/24ND B4G1726 JT

50 ug/L 1 8260tertiary Butyl Alcohol75-65-0 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260tertiaryAmylmethylether994-05-8 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Tetrachloroethylene127-18-4 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Tetrahydrofuran109-99-9 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Toluene108-88-3 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260trans-1,2-Dichloroethylene156-60-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260trans-1,3-Dichloropropylene10061-02-6 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Trichloroethylene79-01-6 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Trichlorofluoromethane75-69-4 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Vinyl chloride75-01-4 07/17/24ND B4G1726 JT

85-115104 %Surrogate: Bromofluorobenzene 826007/17/24 B4G1726 JT

83-115103 %Surrogate: Dibromofluoromethane 826007/17/24 B4G1726 JT

85-115101 %Surrogate: Toluene-d8 826007/17/24 B4G1726 JT

Lab Work Order # 2407125 Page 4 of 13Page 4 of 13

TEL: (517) 335-9800

FAX: (517) 335-9600

MICHIGAN DEPARTMENT OF

ENVIRONMENT, GREAT LAKES, AND ENERGY

ENVIRONMENTAL LABORATORY

ResultAnalyte

Analyzed

Date Method QualifierDilutionUnits

Lab ID: 2407125-02

RLCAS #

Client ID: MW-27

QC Batch Analyst

Organics-Volatiles

1.0 ug/L 1 82601,1,1,2-Tetrachloroethane630-20-6 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,1,1-Trichloroethane71-55-6 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,1,2,2-Tetrachloroethane79-34-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,1,2-Trichloroethane79-00-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,1,2-Trichlorotrifluoroethane76-13-1 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,1-Dichloroethane75-34-3 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,1-Dichloroethylene75-35-4 07/17/24ND B4G1726 JT

5.0 ug/L 1 82601,2,3-Trichlorobenzene87-61-6 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,2,3-Trichloropropane96-18-4 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,2,3-Trimethylbenzene526-73-8 07/17/24ND B4G1726 JT

5.0 ug/L 1 82601,2,4-Trichlorobenzene120-82-1 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,2,4-Trimethylbenzene95-63-6 07/17/24ND B4G1726 JT

5.0 ug/L 1 82601,2-Dibromo-3-chloropropane96-12-8 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,2-Dibromoethane106-93-4 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,2-Dichlorobenzene95-50-1 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,2-Dichloroethane107-06-2 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,2-Dichloropropane78-87-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,3,5-Trimethylbenzene108-67-8 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,3-Dichlorobenzene541-73-1 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,4-Dichlorobenzene106-46-7 07/17/24ND B4G1726 JT

5.0 ug/L 1 82602,2,4-Trimethylpentane540-84-1 07/17/24ND B4G1726 JT

5.0 ug/L 1 82602-Butanone (MEK)78-93-3 07/17/24ND B4G1726 JT

5.0 ug/L 1 82602-Methylnaphthalene91-57-6 07/17/24ND B4G1726 JT

20 ug/L 1 82602-Propanone (acetone)67-64-1 07/17/24ND B4G1726 JT

5.0 ug/L 1 82604-Methyl-2-pentanone (MIBK)108-10-1 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Acrylonitrile107-13-1 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Benzene71-43-2 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Bromochloromethane74-97-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Bromodichloromethane75-27-4 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Bromoform75-25-2 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Bromomethane74-83-9 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Carbon disulfide75-15-0 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Carbon tetrachloride56-23-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Chlorobenzene108-90-7 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Chloroethane75-00-3 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Chloroform67-66-3 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Chloromethane74-87-3 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260cis-1,2-Dichloroethylene156-59-2 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260cis-1,3-Dichloropropylene10061-01-5 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Cyclohexane110-82-7 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Dibromochloromethane124-48-1 07/17/24ND B4G1726 JT

Lab Work Order # 2407125 Page 5 of 13Page 5 of 13

TEL: (517) 335-9800

FAX: (517) 335-9600

MICHIGAN DEPARTMENT OF

ENVIRONMENT, GREAT LAKES, AND ENERGY

ENVIRONMENTAL LABORATORY

ResultAnalyte

Analyzed

Date Method QualifierDilutionUnits

Lab ID: 2407125-02

RLCAS #

Client ID: MW-27

QC Batch Analyst

Organics-Volatiles

5.0 ug/L 1 8260Dichlorodifluoromethane75-71-8 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Diethyl ether60-29-7 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Diisopropyl Ether108-20-3 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Ethylbenzene100-41-4 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Ethyltertiarybutylether637-92-3 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Hexachloroethane67-72-1 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Hexane110-54-3 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Isopropylbenzene98-82-8 07/17/24ND B4G1726 JT

2.0 ug/L 1 8260m & p - Xylene1330-20-7 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Methylcyclopentane96-37-7 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Methylene chloride75-09-2 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Methyltertiarybutylether1634-04-4 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Naphthalene91-20-3 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260n-Butylbenzene104-51-8 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260n-Heptane142-82-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260n-Propylbenzene103-65-1 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260o-Xylene95-47-6 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260sec-Butylbenzene135-98-8 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Styrene100-42-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260tert-Butylbenzene98-06-6 07/17/24ND B4G1726 JT

50 ug/L 1 8260tertiary Butyl Alcohol75-65-0 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260tertiaryAmylmethylether994-05-8 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Tetrachloroethylene127-18-4 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Tetrahydrofuran109-99-9 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Toluene108-88-3 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260trans-1,2-Dichloroethylene156-60-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260trans-1,3-Dichloropropylene10061-02-6 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Trichloroethylene79-01-6 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Trichlorofluoromethane75-69-4 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Vinyl chloride75-01-4 07/17/24ND B4G1726 JT

85-115105 %Surrogate: Bromofluorobenzene 826007/17/24 B4G1726 JT

83-115106 %Surrogate: Dibromofluoromethane 826007/17/24 B4G1726 JT

85-115103 %Surrogate: Toluene-d8 826007/17/24 B4G1726 JT

Lab Work Order # 2407125 Page 6 of 13Page 6 of 13

TEL: (517) 335-9800

FAX: (517) 335-9600

MICHIGAN DEPARTMENT OF

ENVIRONMENT, GREAT LAKES, AND ENERGY

ENVIRONMENTAL LABORATORY

ResultAnalyte

Analyzed

Date Method QualifierDilutionUnits

Lab ID: 2407125-03

RLCAS #

Client ID: MW-2S

QC Batch Analyst

Organics-Volatiles

1.0 ug/L 1 82601,1,1,2-Tetrachloroethane630-20-6 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,1,1-Trichloroethane71-55-6 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,1,2,2-Tetrachloroethane79-34-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,1,2-Trichloroethane79-00-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,1,2-Trichlorotrifluoroethane76-13-1 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,1-Dichloroethane75-34-3 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,1-Dichloroethylene75-35-4 07/17/24ND B4G1726 JT

5.0 ug/L 1 82601,2,3-Trichlorobenzene87-61-6 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,2,3-Trichloropropane96-18-4 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,2,3-Trimethylbenzene526-73-8 07/17/24ND B4G1726 JT

5.0 ug/L 1 82601,2,4-Trichlorobenzene120-82-1 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,2,4-Trimethylbenzene95-63-6 07/17/24ND B4G1726 JT

5.0 ug/L 1 82601,2-Dibromo-3-chloropropane96-12-8 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,2-Dibromoethane106-93-4 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,2-Dichlorobenzene95-50-1 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,2-Dichloroethane107-06-2 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,2-Dichloropropane78-87-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,3,5-Trimethylbenzene108-67-8 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,3-Dichlorobenzene541-73-1 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,4-Dichlorobenzene106-46-7 07/17/24ND B4G1726 JT

5.0 ug/L 1 82602,2,4-Trimethylpentane540-84-1 07/17/24ND B4G1726 JT

5.0 ug/L 1 82602-Butanone (MEK)78-93-3 07/17/24ND B4G1726 JT

5.0 ug/L 1 82602-Methylnaphthalene91-57-6 07/17/24ND B4G1726 JT

20 ug/L 1 82602-Propanone (acetone)67-64-1 07/17/24ND B4G1726 JT

5.0 ug/L 1 82604-Methyl-2-pentanone (MIBK)108-10-1 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Acrylonitrile107-13-1 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Benzene71-43-2 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Bromochloromethane74-97-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Bromodichloromethane75-27-4 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Bromoform75-25-2 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Bromomethane74-83-9 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Carbon disulfide75-15-0 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Carbon tetrachloride56-23-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Chlorobenzene108-90-7 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Chloroethane75-00-3 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Chloroform67-66-3 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Chloromethane74-87-3 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260cis-1,2-Dichloroethylene156-59-2 07/17/2478 B4G1726 JT

1.0 ug/L 1 8260cis-1,3-Dichloropropylene10061-01-5 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Cyclohexane110-82-7 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Dibromochloromethane124-48-1 07/17/24ND B4G1726 JT

Lab Work Order # 2407125 Page 7 of 13Page 7 of 13

TEL: (517) 335-9800

FAX: (517) 335-9600

MICHIGAN DEPARTMENT OF

ENVIRONMENT, GREAT LAKES, AND ENERGY

ENVIRONMENTAL LABORATORY

ResultAnalyte

Analyzed

Date Method QualifierDilutionUnits

Lab ID: 2407125-03

RLCAS #

Client ID: MW-2S

QC Batch Analyst

Organics-Volatiles

5.0 ug/L 1 8260Dichlorodifluoromethane75-71-8 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Diethyl ether60-29-7 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Diisopropyl Ether108-20-3 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Ethylbenzene100-41-4 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Ethyltertiarybutylether637-92-3 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Hexachloroethane67-72-1 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Hexane110-54-3 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Isopropylbenzene98-82-8 07/17/24ND B4G1726 JT

2.0 ug/L 1 8260m & p - Xylene1330-20-7 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Methylcyclopentane96-37-7 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Methylene chloride75-09-2 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Methyltertiarybutylether1634-04-4 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Naphthalene91-20-3 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260n-Butylbenzene104-51-8 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260n-Heptane142-82-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260n-Propylbenzene103-65-1 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260o-Xylene95-47-6 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260sec-Butylbenzene135-98-8 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Styrene100-42-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260tert-Butylbenzene98-06-6 07/17/24ND B4G1726 JT

50 ug/L 1 8260tertiary Butyl Alcohol75-65-0 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260tertiaryAmylmethylether994-05-8 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Tetrachloroethylene127-18-4 07/17/2414 B4G1726 JT

5.0 ug/L 1 8260Tetrahydrofuran109-99-9 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Toluene108-88-3 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260trans-1,2-Dichloroethylene156-60-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260trans-1,3-Dichloropropylene10061-02-6 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Trichloroethylene79-01-6 07/17/245.2 B4G1726 JT

1.0 ug/L 1 8260Trichlorofluoromethane75-69-4 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Vinyl chloride75-01-4 07/17/2434 B4G1726 JT

85-115107 %Surrogate: Bromofluorobenzene 826007/17/24 B4G1726 JT

83-115106 %Surrogate: Dibromofluoromethane 826007/17/24 B4G1726 JT

85-115106 %Surrogate: Toluene-d8 826007/17/24 B4G1726 JT

Lab Work Order # 2407125 Page 8 of 13Page 8 of 13

TEL: (517) 335-9800

FAX: (517) 335-9600

MICHIGAN DEPARTMENT OF

ENVIRONMENT, GREAT LAKES, AND ENERGY

ENVIRONMENTAL LABORATORY

ResultAnalyte

Analyzed

Date Method QualifierDilutionUnits

Lab ID: 2407125-04

RLCAS #

Client ID: MW-2SS

QC Batch Analyst

Organics-Volatiles

1.0 ug/L 1 82601,1,1,2-Tetrachloroethane630-20-6 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,1,1-Trichloroethane71-55-6 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,1,2,2-Tetrachloroethane79-34-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,1,2-Trichloroethane79-00-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,1,2-Trichlorotrifluoroethane76-13-1 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,1-Dichloroethane75-34-3 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,1-Dichloroethylene75-35-4 07/17/24ND B4G1726 JT

5.0 ug/L 1 82601,2,3-Trichlorobenzene87-61-6 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,2,3-Trichloropropane96-18-4 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,2,3-Trimethylbenzene526-73-8 07/17/24ND B4G1726 JT

5.0 ug/L 1 82601,2,4-Trichlorobenzene120-82-1 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,2,4-Trimethylbenzene95-63-6 07/17/24ND B4G1726 JT

5.0 ug/L 1 82601,2-Dibromo-3-chloropropane96-12-8 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,2-Dibromoethane106-93-4 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,2-Dichlorobenzene95-50-1 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,2-Dichloroethane107-06-2 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,2-Dichloropropane78-87-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,3,5-Trimethylbenzene108-67-8 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,3-Dichlorobenzene541-73-1 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,4-Dichlorobenzene106-46-7 07/17/24ND B4G1726 JT

5.0 ug/L 1 82602,2,4-Trimethylpentane540-84-1 07/17/24ND B4G1726 JT

5.0 ug/L 1 82602-Butanone (MEK)78-93-3 07/17/24ND B4G1726 JT

5.0 ug/L 1 82602-Methylnaphthalene91-57-6 07/17/24ND B4G1726 JT

20 ug/L 1 82602-Propanone (acetone)67-64-1 07/17/24ND B4G1726 JT

5.0 ug/L 1 82604-Methyl-2-pentanone (MIBK)108-10-1 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Acrylonitrile107-13-1 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Benzene71-43-2 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Bromochloromethane74-97-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Bromodichloromethane75-27-4 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Bromoform75-25-2 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Bromomethane74-83-9 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Carbon disulfide75-15-0 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Carbon tetrachloride56-23-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Chlorobenzene108-90-7 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Chloroethane75-00-3 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Chloroform67-66-3 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Chloromethane74-87-3 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260cis-1,2-Dichloroethylene156-59-2 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260cis-1,3-Dichloropropylene10061-01-5 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Cyclohexane110-82-7 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Dibromochloromethane124-48-1 07/17/24ND B4G1726 JT

Lab Work Order # 2407125 Page 9 of 13Page 9 of 13

TEL: (517) 335-9800

FAX: (517) 335-9600

MICHIGAN DEPARTMENT OF

ENVIRONMENT, GREAT LAKES, AND ENERGY

ENVIRONMENTAL LABORATORY

ResultAnalyte

Analyzed

Date Method QualifierDilutionUnits

Lab ID: 2407125-04

RLCAS #

Client ID: MW-2SS

QC Batch Analyst

Organics-Volatiles

5.0 ug/L 1 8260Dichlorodifluoromethane75-71-8 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Diethyl ether60-29-7 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Diisopropyl Ether108-20-3 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Ethylbenzene100-41-4 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Ethyltertiarybutylether637-92-3 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Hexachloroethane67-72-1 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Hexane110-54-3 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Isopropylbenzene98-82-8 07/17/24ND B4G1726 JT

2.0 ug/L 1 8260m & p - Xylene1330-20-7 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Methylcyclopentane96-37-7 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Methylene chloride75-09-2 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Methyltertiarybutylether1634-04-4 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Naphthalene91-20-3 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260n-Butylbenzene104-51-8 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260n-Heptane142-82-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260n-Propylbenzene103-65-1 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260o-Xylene95-47-6 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260sec-Butylbenzene135-98-8 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Styrene100-42-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260tert-Butylbenzene98-06-6 07/17/24ND B4G1726 JT

50 ug/L 1 8260tertiary Butyl Alcohol75-65-0 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260tertiaryAmylmethylether994-05-8 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Tetrachloroethylene127-18-4 07/17/246.5 B4G1726 JT

5.0 ug/L 1 8260Tetrahydrofuran109-99-9 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Toluene108-88-3 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260trans-1,2-Dichloroethylene156-60-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260trans-1,3-Dichloropropylene10061-02-6 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Trichloroethylene79-01-6 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Trichlorofluoromethane75-69-4 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Vinyl chloride75-01-4 07/17/24ND B4G1726 JT

85-11596.3 %Surrogate: Bromofluorobenzene 826007/17/24 B4G1726 JT

83-11598.0 %Surrogate: Dibromofluoromethane 826007/17/24 B4G1726 JT

85-11596.2 %Surrogate: Toluene-d8 826007/17/24 B4G1726 JT

Lab Work Order # 2407125 Page 10 of 13Page 10 of 13

TEL: (517) 335-9800

FAX: (517) 335-9600

MICHIGAN DEPARTMENT OF

ENVIRONMENT, GREAT LAKES, AND ENERGY

ENVIRONMENTAL LABORATORY

ResultAnalyte

Analyzed

Date Method QualifierDilutionUnits

Lab ID: 2407125-05

RLCAS #

Client ID: RW-1

QC Batch Analyst

Organics-Volatiles

1.0 ug/L 1 82601,1,1,2-Tetrachloroethane630-20-6 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,1,1-Trichloroethane71-55-6 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,1,2,2-Tetrachloroethane79-34-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,1,2-Trichloroethane79-00-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,1,2-Trichlorotrifluoroethane76-13-1 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,1-Dichloroethane75-34-3 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,1-Dichloroethylene75-35-4 07/17/24ND B4G1726 JT

5.0 ug/L 1 82601,2,3-Trichlorobenzene87-61-6 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,2,3-Trichloropropane96-18-4 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,2,3-Trimethylbenzene526-73-8 07/17/24ND B4G1726 JT

5.0 ug/L 1 82601,2,4-Trichlorobenzene120-82-1 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,2,4-Trimethylbenzene95-63-6 07/17/24ND B4G1726 JT

5.0 ug/L 1 82601,2-Dibromo-3-chloropropane96-12-8 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,2-Dibromoethane106-93-4 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,2-Dichlorobenzene95-50-1 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,2-Dichloroethane107-06-2 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,2-Dichloropropane78-87-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,3,5-Trimethylbenzene108-67-8 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,3-Dichlorobenzene541-73-1 07/17/24ND B4G1726 JT

1.0 ug/L 1 82601,4-Dichlorobenzene106-46-7 07/17/24ND B4G1726 JT

5.0 ug/L 1 82602,2,4-Trimethylpentane540-84-1 07/17/24ND B4G1726 JT

5.0 ug/L 1 82602-Butanone (MEK)78-93-3 07/17/24ND B4G1726 JT

5.0 ug/L 1 82602-Methylnaphthalene91-57-6 07/17/24ND B4G1726 JT

20 ug/L 1 82602-Propanone (acetone)67-64-1 07/17/24ND B4G1726 JT

5.0 ug/L 1 82604-Methyl-2-pentanone (MIBK)108-10-1 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Acrylonitrile107-13-1 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Benzene71-43-2 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Bromochloromethane74-97-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Bromodichloromethane75-27-4 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Bromoform75-25-2 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Bromomethane74-83-9 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Carbon disulfide75-15-0 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Carbon tetrachloride56-23-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Chlorobenzene108-90-7 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Chloroethane75-00-3 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Chloroform67-66-3 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Chloromethane74-87-3 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260cis-1,2-Dichloroethylene156-59-2 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260cis-1,3-Dichloropropylene10061-01-5 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Cyclohexane110-82-7 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Dibromochloromethane124-48-1 07/17/24ND B4G1726 JT

Lab Work Order # 2407125 Page 11 of 13Page 11 of 13

TEL: (517) 335-9800

FAX: (517) 335-9600

MICHIGAN DEPARTMENT OF

ENVIRONMENT, GREAT LAKES, AND ENERGY

ENVIRONMENTAL LABORATORY

ResultAnalyte

Analyzed

Date Method QualifierDilutionUnits

Lab ID: 2407125-05

RLCAS #

Client ID: RW-1

QC Batch Analyst

Organics-Volatiles

5.0 ug/L 1 8260Dichlorodifluoromethane75-71-8 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Diethyl ether60-29-7 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Diisopropyl Ether108-20-3 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Ethylbenzene100-41-4 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Ethyltertiarybutylether637-92-3 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Hexachloroethane67-72-1 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Hexane110-54-3 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Isopropylbenzene98-82-8 07/17/24ND B4G1726 JT

2.0 ug/L 1 8260m & p - Xylene1330-20-7 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Methylcyclopentane96-37-7 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Methylene chloride75-09-2 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Methyltertiarybutylether1634-04-4 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260Naphthalene91-20-3 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260n-Butylbenzene104-51-8 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260n-Heptane142-82-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260n-Propylbenzene103-65-1 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260o-Xylene95-47-6 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260sec-Butylbenzene135-98-8 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Styrene100-42-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260tert-Butylbenzene98-06-6 07/17/24ND B4G1726 JT

50 ug/L 1 8260tertiary Butyl Alcohol75-65-0 07/17/24ND B4G1726 JT

5.0 ug/L 1 8260tertiaryAmylmethylether994-05-8 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Tetrachloroethylene127-18-4 07/17/243.3 B4G1726 JT

5.0 ug/L 1 8260Tetrahydrofuran109-99-9 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Toluene108-88-3 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260trans-1,2-Dichloroethylene156-60-5 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260trans-1,3-Dichloropropylene10061-02-6 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Trichloroethylene79-01-6 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Trichlorofluoromethane75-69-4 07/17/24ND B4G1726 JT

1.0 ug/L 1 8260Vinyl chloride75-01-4 07/17/24ND B4G1726 JT

85-115102 %Surrogate: Bromofluorobenzene 826007/17/24 B4G1726 JT

83-11599.9 %Surrogate: Dibromofluoromethane 826007/17/24 B4G1726 JT

85-115100 %Surrogate: Toluene-d8 826007/17/24 B4G1726 JT

Lab Work Order # 2407125 Page 12 of 13Page 12 of 13

ATTACHMENT F

MDOT Permit Application and Permit Conditions

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4556789;7?:<É��<<<ÊË?:��>À:½9Ì6�Í

GRETCHEN WHITMER

GOVERNOR

STATE OF MICHIGAN

DEPARTMENT OF TRANSPORTATION

KALAMAZOO TRANSPORTATION SERVICE CENTER

PAUL C. AJEGBA

DIRECTOR

Michigan Department of Transportation – Kalamazoo Transportation Service Center 5372 S 9th Street Kalamazoo MI 49009 www.michigan.gov/mdot • 269-375-8900

RE: MDOT’s Requirements for Commencing Permitted Work

Dear Permittee, Attached is your permit to work in the Michigan Department of Transportation (MDOT) right-of-way. Please read the additional comments for the next steps required.

An advance notice must be submitted and approved in the Construction Permit System (CPS) a minimum of five

(5) days prior to the start of construction. The form will be reviewed and approved by the MDOT office. You may not begin work until you receive approval of your advance notice back from MDOT.

A completion notice submitted via CPS is required (upon completion of work). If a bond is involved, work must be completed to the satisfaction of the inspection agency and a final completion inspection by MDOT prior to the performance bond being released.

A copy of the permit is required on the job site at all times.

The approved methods of traffic control for this permit are included in this permit package.

As a reminder for temporary traffic control signs:

1. Mesh signs are not allowed

2. All signs must be reflectorized. All signs must have prismatic retroreflective sheeting.

3. Signs must have a bottom height of 7 feet in areas with pedestrians and 5 feet in other areas.

If you have questions regarding your permit, the advance notice, or the completion notice, please contact the permit agent assigned to the county the permitted work is being completed it.

County Permit Agent Office Contact Info

Berrien Shawn Davis

Coloma Business Office

Phone: (269) 217‐0272 Email: daviss34@Michigan.gov Van Buren

Cass Bryan Meehling Kalamazoo TSC

Phone: (269) 375-8900 Email: meehlingb@Michigan.gov Kalamazoo

Sincerely, Qadri H. Shaheen Utility and Permit Engineer Michigan Department of Transportation

Construction Advisory CA 2009-01 January 20, 2009

From Brenda O’Brien, Engineer of Construction and Technology

Worker Visibility

The Federal Highway Administration (FHWA) adopted a rule regarding the use of high visibility clothing for all workers on Federal-aid highways. MDOT supports this rule as we believe worker safety is paramount, and the use of high visibility clothing is but one way to help ensure all workers go home at the end of their shifts.

In November 2006, the FHWA issued 23 CFR, Part 634, Worker Visibility Final Rule.

The rule states, "All workers within the right-of-way of a Federal-aid highway who are exposed either to traffic or to construction equipment within the work area shall wear high-visibility safety apparel." The compliance date for this rule was November 24, 2008. The rule defines high visibility safety apparel as "personal protective clothing that is intended to provide conspicuity during both daytime and nighttime usage, and that meets the Performance Class 2 or 3 of the ANSI/ISEA (American National Standard Institute) 107-2004." Many of the contractors’ field employees comply with this requirement; however, project delivery staff should incorporate the Special Provision for High Visibility Clothing (03SP104[D]) into any projects that do not contain it already. Process a contract modification to incorporate this special provision at no cost to the contract.

Subsection 104.10 of the 2003 Standard Specifications for Construction states, in part, the following:

. . . The Contractor shall comply with all federal, state, and local laws and regulations governing the construction methods and the furnishing and use of all safeguards, safety devices, protective equipment, and environmental and hazardous materials controls.

Therefore, issue a Notice of Non-Compliance with Contract Requirements (Form 1165) to construction contractors when they do not comply with the Special Provision for High Visibility Clothing. Furthermore, as this is a primary safety issue, use a contractor performance evaluation (both interim and final) to document issues with compliance to this new federal requirement.

The Real Estate Division’s Utility Coordination and Permits Section sent notification of the high visibility clothing requirements to all annual permit holders on November 25, 2008. Please attach the notice to all individual permit approval packages and issue a Stop Work Order Notice of Non-Compliance With Permit Requirements (Form 2288) to permit holders (including utility companies) that do not comply with the high visibility clothing requirements.

The Worker Visibility Final Rule applies to all workers within the right-of-way of a federal aid highway. In addition to our contractors and annual permit holders, this requirement applies to consultants, municipal, and county agencies, as well as contract counties performing any type of work on federal aid roads.

Please share this construction advisory with local agencies and consultants within your jurisdiction, as well as your TSC utility/permit staff.

MDOT-Construction and Technology Division P.O. Box 30049 Lansing, Michigan 48909 Phone/517-322-1087 Fax/517-322-5664 www.michigan.gov/mdot/

Index: Safety

Questions regarding this Construction Advisory should be directed to:

Jim Gaus, Occupational Safety Specialist, at 517-241-4188 or gausj@michigan.gov

BJO:JG

Standard Conditions for Maintaining Temporary Traffic Control Devices for Permitted Activities

Page 1 of 2 Michigan Department of Transportation 8/14/2019 Kalamazoo Transportation Service Center / Coloma Business Office

1. All Temporary Traffic Control devices shall be as specified in the 2012 MDOT Standard Specifications for Construction, Part 6 of the 2011 Michigan Manual of Uniform Traffic Control Devices, and MDOT Standard Plan WZD-100-A or WZD-125-E.

2. All sign faces shall be in good legible condition. Mesh signs are not allowed. Steel and wood “sawhorse” style type I and II barricades are not allowed. Informational, directional, detour, and other signs shall not be attached to type III barricades but shall be placed on separate supports behind the type III barricade.

3. Sign spacing, taper lengths, and buffer space shall be installed per the tables1 below:

Sign Spacing – “D” Distances: The spacing between signs is based upon the permanently posted roadway speed. The sign spacings distances are minimum, as shown in Table 1, and maybe adjusted to meeting changing roadway traffic conditions.

Table 1. Sign Spacing ("D" Distances)

Speed* (mph)

"D" Distance (ft.)

Speed* (mph)

"D" Distance (ft.)

25 250 50 500

30 300 55 550

35 350 60 600

40 400 65 650

45 450 70 700

* Posted speed prior to work zone.

Tapers – “L” Length: Whenever tapers are to be used near interchange ramps, crossroads, curves or other influencing factors, it may be necessary to adjust the length of tapers, or extend the tangent section of the land closure so the taper can be established in advance of these factors. Recommended minimum values for taper lengths, “L”, are shown in Table 2.

Table 2. Taper Lengths ("L" Distance)

Taper Length, L

(ft.)

Posted Speed Limit, mph (Prior to work Zone)

25 30 35 40 45 50 55 60 65 70

O ff se t

La n e

W id th

(f t)

8 83 120 163 213 360 400 440 480 520 560

9 94 135 184 240 405 450 495 540 585 630

10 104 150 204 267 450 500 550 600 650 700

11 115 165 225 293 495 550 605 660 715 770

12 125 180 245 320 540 600 660 720 780 840

13 135 198 266 347 585 650 715 780 845 910

14 146 210 286 375 630 700 770 840 910 980

15 157 225 307 400 675 750 825 900 975 1050

Standard Conditions for Maintaining Temporary Traffic Control Devices for Permitted Activities

Page 2 of 2 Michigan Department of Transportation 8/14/2019

Buffer Space – “B” Length: A buffer space is a feature that separates traffic flow from the work activity. No equipment, materials or vehicles shall be stored in the buffer space.

Table 3. Buffer Spacing Length ("B" Distance)

Speed* (mph)

Buffer Length (ft)

Speed* (mph)

Buffer Length (ft)

25 50 50 279

30 83 55 329

35 132 60 411

40 181 65 476

45 230 70 542

* Posted speed prior to work zone.

4. When not necessary for current work conditions, any lane closure, shoulder closure, or traffic shift specified for the project, shall be taken down daily.

5. No temporary (daily) lane closure, shoulder closure, or traffic shift shall be utilized during weather conditions that limit sight distance of traffic or when winter road clearing operations are taking place.

6. When signs are taken down, or not put into operation, they shall be disassembled, (legs separated from bases), and laid flat on the ground, with legs pointed downstream (or away) from oncoming traffic, outside the shoulder area (or behind the barrier, if present) of the roadway.

7. When operations are complete the Temporary Traffic Control Devices shall be removed from the right of way within 1 week, or as directed by the inspecting agency.

8. Non-compliance with any of these conditions or creating a dangerous situation as defined by MDOT, can result in the issuance of a shutdown order and possible revocation of permits

9. In extreme cases of non-compliance, MDOT may elect to correct the Temporary Traffic Control operation by use of an outside contractor. If this occurs, the permitee will be billed for all costs, plus administration fees, by MDOT. Individual Permit Performance Bonds may be used for compliance.

1 (MDOT Maintenance Work Zone Traffic Control Guidelines, April 2007)

(ft )

SIGN AREA

9_<

9 _ 20<

N/A1 - 3 lb/ft

2 - 3 lb/ft 1 - 4" X 6"

2 - 4" X 6"

2 - 6" X 8"N/A

N/A

SIGNS 4 FEET AND GREATER IN WIDTH REQUIRE 2 POSTS.

36" X 36"

> X

X

X X

1 - 2" 12 or 14 GA

2 - 2" 12 or 14 GA

X

X> 144" WIDE

ROUNDING OF CORNERS IS NOT REQUIRED FOR TYPE I OR II SIGNS.

VERTICAL JOINTS ARE NOT PERMITTED.

HORIZONTIAL JOINTS THROUGH SIGN LEGEND OR SYMBOLS ARE NOT PERMITTED.

A MAXIMUM OF 2 POSTS WITHIN A 7' PATH IS PERMITTED.

<> N/A 3 - 6" X 8"

SIGNS GREATER THAN 8 FEET IN WIDTH REQUIRE 2 OR 3 WOOD

POSTS DEPENDING ON AREA OF SIGN.

36" X 36" _ 96" TO WIDE

POST TYPE

2 WOODSQUARE TUBULAR STEELU-CHANNEL STEEL

20 _ 30

N/A

N/A

POST SIZE REQUIREMENTS TABLE

SIGN MATERIAL SELECTION TABLE

SIGN SIZE TYPE I TYPE II TYPE III

SIGN MATERIAL TYPE

TYPE I ALUMINUM EXTRUSION

30 _ 60

60 _ 84 N/A

96" WIDE TO 144" WIDE

SUPPORTS FOR TEMP SIGNS

GROUND DRIVEN SIGN

WZD-100-AAUG

CON/ECH

1 11 11/2/2017

DEPARTMENT DIRECTOR MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVALCHECKED BY:

DRAWN BY:

Michigan Department of Transportation

APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION

DIRECTOR, BUREAU OF FIELD SERVICES

BUREAU OF DEVELOPMENT STANDARD PLAN FOR

DIRECTOR, BUREAU OF DEVELOPMENT

DISTANCE BETWEEN OUTSIDE POSTS.

SPREAD POSTS SO AS TO HAVE A 8' MIN. TO 9' MAX.

FOR ALL 11' AND 12' LONG SIGNS ON 3…

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File details come from the government source that posted it. Updated .