DCSpec (Part 2).pdf

PDF 5 MB Posted Aug 17, 2020

Attached to: 761/18138. SAR-Former Ubly Tractor Sales-Remediation
Solicitation number: RFQ-171-200000000324-2
Issued by: Huron County, Michigan

About this file

Written by GovTribe AI · Feb 7, 2025

This file consists of two technical diagrams related to environmental testing at Ubly Tractor Sales in Ubly, Michigan. The first diagram (Figure 5) shows groundwater analysis results and sampling locations, depicting monitoring well locations and contamination levels across the property along East Main Street and Union Street. The diagram includes detailed measurements of various chemical compounds including benzene, ethylbenzene, naphthalene, and various trimethylbenzenes, with concentrations reported in micrograms per liter (ug/L).

The second diagram (Figure 6) presents soil gas analysis results for the facility's basement area, showing sampling locations (SG1-SG4) and testing results from April 24, 2018, and September 27, 2018. The basement layout includes retail areas, offices, storage spaces, bathrooms, and a laundry area. Both diagrams are technical in nature and include precise measurements, scales (1"=50' and 1"=10' respectively), and legends identifying sampling locations where contaminants exceeded Generic Residential Cleanup Criteria (GRCC) thresholds.

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Other files

File	Type	Posted
DTMB-0415 (Advertisment).pdf	PDF	Aug 17, 2020
DCSpec (Part 3).pdf	PDF	Aug 17, 2020
DCSpec (Part 1).pdf	PDF	Aug 17, 2020
Addendum No. 1.pdf	PDF	Aug 17, 2020

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SB107

SB106

SB105

SB104

SB103

SB109

SB108

EAST M

AIN STREET

UNION S

TREET

SB102

SB101

MW1

MW2

SB201 SB202 SB203

SB204

MW3

MW4

MW5

SB205

GRAPHIC SCALE: 1" = 50'

50' 100'

P L

O T

A T

F I L

O C

A T

I O

M a y p m r i o s

Project

Project Location

Sheet Name www.sme-usa.com

CADD

Scale

Project

No.

Revision Date

Designer

Date

S m e i n c p z W

I P

A D

W G

S E n v r e v

W F

I G d w g

NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR

CONSENT OF SME

DRAWING NOTE: SCALE DEPICTED IS MEANT FOR 11" X 17"

AND WILL SCALE INCORRECTLY IF PRINTED ON ANY

OTHER SIZE MEDIA

Figure No.

UBLY TRACTOR

SALES

UBLY, MICHIGAN

SUMMARY OF

ANALYSES -

GROUNDWATER

078570.00

JGR

12/31/2018

1" = 50'

NOTES:

1. DRAWING INFORMATION TAKEN FROM GOOGLE EARTH PRO

WITH IMAGE DATE 5-22-2016, FIELD OBSERVATIONS AND

MEASUREMENTS.

2. CONCENTRATIONS REPORTED IN MICROGRAMS PER LITER

(ug/L).

3. GRCC - PART 201 GENERIC RESIDENTIAL CLEANUP CRITERIA.

LEGEND

APPROXIMATE MONITORING

WELL LOCATION WHERE AT LEAST ONE

ANALYTE EXCEEDED GRCC

APPROXIMATE PROPERTY

BOUNDARY

SB102-GW

04-23-2018 (10'-15')

VOCs

SB103-GW

04-23-2018 (2'-7')

VOCs

SB104-GW

04-23-2018 (3'-8')

VOCs

SB109-GW

04-23-2018 (3'-8')

VOCs

SB108-GW

04-23-2018 (2'-7')

VOCs

SB201-GW

04-23-2018 (2'-7')

VOCs

APPROXIMATE MONITORING

WELL LOCATION WHERE ALL ANALYTES

DID NOT EXCEED GRCC

MW1

09-27-2018 (11'-16')

VOCs

MW2

09-27-2018 (5'-10')

VOCs

APPROXIMATE EXTENT OF

GROUNDWATER CONTAMINATION

AutoCAD SHX Text

NORTH

AutoCAD SHX Text Benzene 2,500 2,500 Ethylbenzene 190 190 Naphthalene 110 110 1,2,4-Trimethylbenzene 750 750 1,3,5-Trimethylbenzene 210 210 Xylenes 2,4122,412

AutoCAD SHX Text Benzene 5,500 5,500 Ethylbenzene 3,100 3,100 Isopropylbenzene 110 110 Naphthalene 310 310 n-Propylbenzene 310 310 Toluene 9,400 9,400 1,2,4-Trimethylbenzene 2,300 2,300 1,3,5-Trimethylbenzene 600 600 Xylenes 14,600 14,600

AutoCAD SHX Text Benzene 130 130 Ethylbenzene 1,400 1,400 Isopropylbenzene 99 99 n-Propylbenzene 330 330 Toluene 330 330 1,2,4-Trimethylbenzene 2,000 2,000 1,3,5-Trimethylbenzene 570 570 Xylenes 6,0406,040

AutoCAD SHX Text Benzene 4,500 4,500 Ethylbenzene 3,700 3,700 Isopropylbenzene 95 95 Naphthalene 330 330 n-Propylbenzene 270 270 Toluene 460 460 1,2,4-Trimethylbenzene 2,400 2,400 1,3,5-Trimethylbenzene 630 630 Xylenes 20,200 20,200

AutoCAD SHX Text Benzene 870 870 Ethylbenzene 4,500 4,500 Isopropylbenzene 180 180 Naphthalene 600 600 n-Propylbenzene 490 490 Toluene 800 800 1,2,4-Trimethylbenzene 3,800 3,800 1,3,5-Trimethylbenzene 980 980 Xylenes 22,700 22,700

AutoCAD SHX Text Benzene 63 63 1,2,4-Trimethylbenzene 75 75

AutoCAD SHX Text Benzene 490 490 Xylenes 393393

AutoCAD SHX Text Benzene 870 870 Ethylbenzene 2,800 2,800 Isopropylbenzene 130 130 2-Methylnaphalene 170 170 Naphthalene 550 550 n-Propylbenzene 350 350 Toluene 470 470 1,2,4-Trimethylbenzene 2,400 2,400 1,3,5-Trimethylbenzene 610 610 Xylenes 15,30015,300

RETAIL AREA

DOORWAY (TYP)

STAIRWAY

OFFICE

APPROXIMATE

BASEMENT

FOOTPRINT

GARAGE

BATHROOM

STORAGE

LAUNDRY

BATHROOM

SG1

SUMP

LOCATION

SG4

SG3

SG2

04-24-2018

VOCS

09-27-2018

GRAPHIC SCALE: 1" = 10'

10' 20'

LEGEND

P L

A T

F I L

O C

A T

I O

M a y a m r i o s

Project

Project Location

Sheet Name www.sme-usa.com

CADD

Scale

Project

No.

Revision Date

Designer

Date

S m e i n c p z W

I P

A D

W G

S E n v r e v

G P

I G d w g

NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR

CONSENT OF SME

DRAWING NOTE: SCALE DEPICTED IS MEANT FOR 11" X 17"

AND WILL SCALE INCORRECTLY IF PRINTED ON ANY

OTHER SIZE MEDIA

Figure No.

UBLY TRACTOR

SALES

UBLY, MICHIGAN

SUMMARY OF

ANALYSIS - SOIL

GAS

078570.00

JGR

12/31/2018

1" = 10'

APPROXIMATE LOCATION OF SOIL GAS

SAMPLE WITH CONCENTRATIONS BELOW

SCREENING LEVELS

NOTES:

1. DRAWING INFORMATION TAKEN FROM FIELD OBSERVATIONS

AND SITE RECONNAISSANCE.

2. CONCENTRATIONS REPORTED IN MICROGRAMS PER CUBIC

METER ( g/m3).

3. CONCENTRATIONS COMPARED TO AUGUST 2017

MEDIA-SPECIFIC VOLATILIZATION TO INDOOR AIR INTERIM

ACTION SCREENING LEVELS.

SG3

04-24-2018

VOCS

09-27-2018

APPROXIMATE LOCATION OF SOIL GAS

SAMPLE WITH CONCENTRATIONS

EXCEEDING SCREENING LEVELS

AutoCAD SHX Text <SLS <SLS Cloroform 40 40 1,3-Dichlorobenzene 130130

AutoCAD SHX Text

NORTH

AutoCAD SHX Text µg/m3).

<SLS <SLS <SLS 1,3-Dichlorobenzene 160 160 160

SB205SB202SB104SB109SB108

SB101

SB106

SB105

SB104

SB103

SB109

SB108

EAST M

AIN STREET

UNION STREET

SB102

SB101

MW1

MW2

MW3

SB201

SG4

SG3

SG1 SG2

C A

I V

E R

MW4

SB107

SB205

SB202 SB203

SB204

MW5

SCALE

CADD

Scale

Project

No.

Revision Date

Designer

Date

S m e i n c p z W

I P

A D

W G

S E n v r e v

A B

B d w g

NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR

CONSENT OF SME

DRAWING NOTE: SCALE DEPICTED IS MEANT FOR 11" X 17"

AND WILL SCALE INCORRECTLY IF PRINTED ON ANY

OTHER SIZE MEDIA

Figure No.

Project

Project Location

Sheet Name www.sme-usa.com

P L O

A T

F I L E

C A

T I O

M a y p m r i o s

UBLY TRACTOR

SALES

UBLY,

MICHIGAN

SUBSURFACE

CROSS SECTION

A - A'

01-08-19

JGR

AS SHOWN

078570.00

LEGEND

CROSS-SECTION

LOCATION MAP

AutoCAD SHX Text

LEAN CLAY

AutoCAD SHX Text

SAND FILL

AutoCAD SHX Text

DEPTH BELOW GROUND SURFACE (FEET)

AutoCAD SHX Text

AutoCAD SHX Text 3.4

AutoCAD SHX Text 6.7

AutoCAD SHX Text 4.2

AutoCAD SHX Text <1

AutoCAD SHX Text

AutoCAD SHX Text 46.

AutoCAD SHX Text

AutoCAD SHX Text 3.7

AutoCAD SHX Text 3.5

AutoCAD SHX Text 3.0

AutoCAD SHX Text 1.9

AutoCAD SHX Text 1.4

AutoCAD SHX Text 1.0

AutoCAD SHX Text 1.2

AutoCAD SHX Text

AutoCAD SHX Text 5.5

AutoCAD SHX Text 2.1

AutoCAD SHX Text

AutoCAD SHX Text 1.6

AutoCAD SHX Text 1.7

AutoCAD SHX Text <1

AutoCAD SHX Text

AutoCAD SHX Text 2.4

AutoCAD SHX Text 6.7

AutoCAD SHX Text <1

AutoCAD SHX Text 4.5

AutoCAD SHX Text <1

AutoCAD SHX Text

DISTANCE (FEET)

AutoCAD SHX Text

AutoCAD SHX Text <1

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

HORIZONTAL: 1" = 20'

AutoCAD SHX Text

VERTICAL: 1" = 4'

AutoCAD SHX Text

SAND FILL

AutoCAD SHX Text

LEAN CLAY

AutoCAD SHX Text

NORTH

AutoCAD SHX Text SOIL SAMPLE WITH VOC ANALYTES BELOW GRCCs AND/OR RLs

AutoCAD SHX Text SOIL SAMPLE WITH ATLEAST ONE VOC ANALYTE ABOVE GRCCs

AutoCAD SHX Text NOTES: 1. SOIL DESCRIPTION INFERRED BETWEEN SOIL BORING LOCATIONS SOIL DESCRIPTION INFERRED BETWEEN SOIL BORING LOCATIONS 2. RLs - LABORATORY REPORTING LIMITS RLs - LABORATORY REPORTING LIMITS 3. VOC - VOLITILE ORGANIC COMPOUND VOC - VOLITILE ORGANIC COMPOUND 4. PID - PHOTO IONIZATION DETECTORPID - PHOTO IONIZATION DETECTOR

AutoCAD SHX Text

APPROXIMATE EXTENT OF SOIL CONTAMINATION (DASHED WHERE ESTIMATED)

AutoCAD SHX Text

APPROXIMATE DEPTH OF GROUNDWATER ENCOUNTERED DURING DRILLING

AutoCAD SHX Text

APPROXIMATE EXTENT OF PROPOSED REMEDIAL EXCAVATION

AutoCAD SHX Text

PID READINGS

AutoCAD SHX Text

APPROXIMATE PROPERTY BOUNDARY

AutoCAD SHX Text

TOPSOIL

BUILDING AND /OR PAVEMENT

SB109 SB105

B B'

SB102

SB106

SB105

SB104

SB103

SB109

SB108

EAST M

AIN STREET

UNION STREET

SB102

SB101

MW1

MW2

MW3

SB201

SG4

SG3

SG1 SG2

C A

I V

E R

MW4

SB107

SB205

SB202 SB203

SB204

MW5

SCALE

CADD

Scale

Project

No.

Revision Date

Designer

Date

S m e i n c p z W

I P

A D

W G

S E n v r e v

A B

B d w g

NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR

CONSENT OF SME

DRAWING NOTE: SCALE DEPICTED IS MEANT FOR 11" X 17"

AND WILL SCALE INCORRECTLY IF PRINTED ON ANY

OTHER SIZE MEDIA

Figure No.

Project

Project Location

Sheet Name www.sme-usa.com

P L O

A T

F I

C A

T I O

M a y p m r i o s

UBLY TRACTOR

SALES

UBLY,

MICHIGAN

SUBSURFACE

CROSS SECTION

B - B'

01-08-19

JGR

AS SHOWN

078570.00

CROSS-SECTION

LOCATION MAP

LEGEND

AutoCAD SHX Text

DISTANCE (FEET)

AutoCAD SHX Text

DEPTH BELOW GROUND SURFACE (FEET)

AutoCAD SHX Text <1

AutoCAD SHX Text 4.3

AutoCAD SHX Text <1

AutoCAD SHX Text 4.3

AutoCAD SHX Text 4.0

AutoCAD SHX Text 1.2

AutoCAD SHX Text <1

AutoCAD SHX Text

AutoCAD SHX Text 46.4

AutoCAD SHX Text

AutoCAD SHX Text 3.7

AutoCAD SHX Text 3.5

AutoCAD SHX Text 3.0

AutoCAD SHX Text 1.9

AutoCAD SHX Text 1.4

AutoCAD SHX Text 1.0

AutoCAD SHX Text 1.2

AutoCAD SHX Text

AutoCAD SHX Text 5.5

AutoCAD SHX Text 2.1

AutoCAD SHX Text <1

AutoCAD SHX Text

LEAN CLAY

AutoCAD SHX Text

SAND FILL

AutoCAD SHX Text

SAND WITH SILT

AutoCAD SHX Text

CASS RIVER

AutoCAD SHX Text

HORIZONTAL: 1" = 10'

AutoCAD SHX Text

VERTICAL: 1" = 10'

AutoCAD SHX Text <1

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

SAND FILL

AutoCAD SHX Text

LEAN CLAY

AutoCAD SHX Text SOIL SAMPLE WITH VOC ANALYTES BELOW GRCCs AND/OR RLs

AutoCAD SHX Text SOIL SAMPLE WITH ATLEAST ONE VOC ANALYTE ABOVE GRCCs

AutoCAD SHX Text

APPROXIMATE EXTENT OF SOIL CONTAMINATION (DASHED WHERE ESTIMATED)

AutoCAD SHX Text

APPROXIMATE DEPTH OF GROUNDWATER ENCOUNTERED DURING DRILLING

AutoCAD SHX Text

APPROXIMATE EXTENT OF PROPOSED REMEDIAL EXCAVATION

AutoCAD SHX Text

PID READINGS

AutoCAD SHX Text

APPROXIMATE PROPERTY BOUNDARY

TABLES

TABLE 1 – GROUNDWATER GAUGING RESULTS

TABLE 2 – SOIL ANALYTICAL RESULTS

TABLE 3 – GROUNDWATER ANALYTICAL RESULTS – TEMPORARY WELLS

TABLE 4 – GROUNDWATER ANALYTICAL RESULTS – PERMANENT MONITORING

WELLS

TABLE 5 – SOIL GAS ANALYTICAL RESULTS

Depth to Water from

TOC (ft.)

Static Groundwater

Elevation (ft.)

MW1 99.19 99.31 88.19 - 83.19 7.90 91.41

MW2 98.95 98.80 93.95 - 88.95 5.55 93.25

MW3 97.60 97.29 93.60 - 88.60 4.07 93.22

MW4 98.71 98.40 93.71 - 88.71 5.20 93.20

MW5 99.40 98.95 92.40 - 88.40 6.35 92.60

Notes:

1. TOC = Top of Casing.

2. ft. = Feet

3. Ground surface and top of casing elevations surveyed with respect to piece of metal embedded into the sidewalk, east of the shed on the southeast corner of the existing building.

TOC ELEVATION (ft.)

September 26, 2018

TABLE 1

GROUNDWATER GAUGING RESULTS

UBLY TRACTOR SALES

UBLY, MICHIGAN

SME PROJECT NO.: 078570.00

WELL IDENTIFICATION

SCREEN INTERVAL

ELEVATION (ft.)

GROUND SURFACE

ELEVATION (ft.)

SB101 SB101 SB102 SB102 SB102 SB103 SB103 SB103 SB104 SB104 SB104 SB105 SB105 SB105

2-2.5 6-6.5 6.5-7 9.5-10 15.5-16 3.5-4 6-6.5 11.5-12 3.5-4 5-5.5 11.5-12 3.5-4 5.5-6 11.5-12

4/24/2018 4/24/2018 4/23/2018 4/23/2018 4/23/2018 4/23/2018 4/23/2018 4/23/2018 4/23/2018 4/23/2018 4/23/208 4/23/2018 4/23/2018 4/23/2018

VOCs

Benzene 100 4,000 1,600 180,000 400,000 <63 <71 920 6,100 <62 9,800 10,000 <69 <2,000 <450 <65 <130 <61 <60 n-Butylbenzene 1,600 ID ID 2,500,000 10,000,000 <63 <71 <69 310 <62 17,000 2,000 <69 23,000 <450 <65 <130 <61 <60 sec-Butylbenzene 1,600 ID ID 2,500,000 10,000,000 <63 <71 150 <270 <62 3,300 <500 <69 4,400 3,000 <65 <130 <61 <60

Cyclohexane NA NA NA NA NA <310 <350 480 3,300 <310 22,000 5,000 <350 51,000 11,000 <320 <650 <300 <300

Ethylbenzene 1,500 360 87,000 22,000,000 140,000 <63 <71 240 7,600 <62 69,000 15,000 <69 56,000 21,000 <65 <130 84 <60

Hexane 180,000 NA 510,000 92,000,000 44,000 <63 <71 1,200 3,000 <62 43,000 14,000 <69 130,000 26,000 <65 260 68 68

Isopropylbenzene 91,000 3,200 400,000 25,000,000 390,000 <63 <71 250 450 <62 7,000 1,100 <69 8,400 3,900 <65 <130 <61 <60

2-Methylnaphthalene 57,000 4,200 2,700,000 8,100,000 NA <310 <350 1,100 <1,400 <310 16,000 <2,500 <350 16,000 18,000 <320 <650 <300 <300

Naphthalene 35,000 730 250,000 16,000,000 NA <310 <350 1,600 <1,400 <310 20,000 4,000 <350 20,000 11,000 <320 <650 <300 <300 n-Propylbenzene 1,600 ID ID 2,500,000 10,000,000 <63 <71 1,200 740 <62 28,000 4,200 <69 34,000 20,000 <65 <130 <61 <60

Styrene 2,700 2,100 250,000 400,000 520,000 <63 <71 <69 <270 <62 <1,300 <500 <69 <2,000 <450 <65 <130 <61 <60

Toluene 16,000 5,400 330,000 50,000,000 250,000 <63 <71 <69 <270 <62 57,000 6,000 <69 4,600 860 <65 <130 <61 <60

1,2,3-Trimethylbenzene NA NA NA NA NA <63 <71 630 2,500 <62 39,000 6,100 <69 44,000 18,000 <65 <130 <61 <60

1,2,4-Trimethylbenzene 2,100 570 4,300,000 32,000,000 110,000 <63 <71 9,100 7,400 <62 180,000 27,000 <69 210,000 87,000 <65 <130 120 <60

1,3,5-Trimethylbenzene 1,800 1,100 2,600,000 32,000,000 94,000 <63 <71 2,600 1,800 <62 51,000 7,400 <69 62,000 30,000 <65 <130 <61 <60

2,2,4-Trimethylpentane ID NA 110,000 ID 19,000 <310 <350 <340 <1,400 <310 10,000 <2,500 <350 26,000 6,600 <320 <650 <300 <300

Xylenes 5,600 820 6,300,000 410,000,000 150,000 <193 <71 10,000 40,500 <182 400,000 84,000 <209 286,000 104,300 <195 <390 320 <180

Notes:

1. Concentrations reported in micrograms per kilogram (ug/kg).

2. Analytical results were compared to December 30, 2013 Promulgated Cleanup Criteria, R 299.46, Table 2. Soil: Residential Part 201 Generic Cleanup Criteria and Screening Levels/Part 213 Risk-Based Screening Levels.

3. Results greater than reporting limits (RLs) are shown in BOLD. Results exceeding one or more criteria are shaded along with the corresponding criteria.

4. VOCs = volatile organic compounds.

5. NA = Not applicable; ID = Insufficient data to develop criterion; <RL = Analytical result was below laboratory reporting limit(s).

6. Concentrations were also compared to and found to be below Ambient Air Criteria and Screening Levels and Particulate Soil Inhalation Criteria.

TABLE 2

SOIL ANALYTICAL RESULTS

UBLY TRACTOR SALES

UBLY, MICHIGAN

SME PROJECT NO.: 078570.00

CHEMICAL ANALYSIS RESULTS

Sample Identification

Depth (feet)

Date Collected

PART 201 GENERIC CLEANUP CRITERIA/PART 213 RISK-BASED SCREENING LEVELS

ANALYTE

GROUNDWATER

SURFACE WATER

INTERFACE

PROTECTION

CRITERIA

DRINKING WATER

PROTECTION

CRITERIA

SOIL

VOLATILIZATION TO

INDOOR AIR

INHALATION

CRITERIA

DIRECT CONTACT

CRITERIA

SOIL SATURATION

CONCENTRATION

SCREENING LEVELS

SB106 SB106 SB106 SB107 SB107 SB107 SB108 SB108 SB108

SB108

Duplicate

SB109 SB109 SB109 SB201

5-5.5 6.5-7 11-11.5 5-5.5 6.5-7 10.5-11 5.5-6 7.5-8 15.5-16 15.5-16 4-4.5 6.5-7 15.5-16 4-4.5

4/24/2018 4/24/2018 4/24/2018 4/24/2018 4/24/2018 4/24/2018 4/24/2018 4/24/2018 4/24/2018 4/24/2018 4/23/2018 4/23/2018 4/23/2018 9/24/2018

VOCs

Benzene 100 4,000 1,600 180,000 400,000 <92 <62 <65 <190 <63 <62 3,700 <2,900 <60 <62 11,000 1,600 <66 <64 n-Butylbenzene 1,600 ID ID 2,500,000 10,000,000 <92 <62 <65 <190 <63 <62 38,000 32,000 <60 <62 <6,900 <1,300 <66 340 sec-Butylbenzene 1,600 ID ID 2,500,000 10,000,000 <92 <62 <65 <190 <63 <62 7,400 6,600 <60 <62 <6,900 <1,300 <66 72

Cyclohexane NA NA NA NA NA <460 <310 <330 <940 <320 <310 21,000 18,000 <300 <62 <34,000 <6,600 <330 <320

Ethylbenzene 1,500 360 87,000 22,000,000 140,000 94 <62 <65 <190 <63 <62 160,000 140,000 <60 <62 89,000 19,000 <66 <64

Hexane 180,000 NA 510,000 92,000,000 44,000 480 <62 81 <190 82 <62 49,000 36,000 <60 70 47,000 7,300 <66 <64

Isopropylbenzene 91,000 3,200 400,000 25,000,000 390,000 <92 <62 <65 <190 <63 <62 17,000 14,000 <60 <62 8,300 <1,300 <66 78

Naphthalene 35,000 730 250,000 16,000,000 NA <460 <310 <330 <940 <320 <310 55,000 50,000 <300 <310 <34,000 6,900 <330 <320

2-Methylnaphthalene 57,000 4,200 2,700,000 8,100,000 NA <460 <310 <330 <940 <320 <310 48,000 46,000 <300 <310 <34,000 <6,600 <330 <320 n-Propylbenzene 1,600 ID ID 2,500,000 10,000,000 <92 <62 <65 <190 <63 <62 67,000 58,000 <60 <62 32,000 4,700 <66 350

Styrene 2,700 2,100 250,000 400,000 520,000 <92 <62 <65 <190 <63 <62 <2,900 <2,900 <60 <62 <6,900 <1,300 <66 <64

Toluene 16,000 5,400 330,000 50,000,000 250,000 <92 <62 <65 <190 <63 <62 3,600 5,900 <60 <62 <6,900 <1,300 <66 <64

1,2,3-Trimethylbenzene NA NA NA NA NA 190 <62 <65 <190 <63 <62 95,000 77,000 <60 <62 49,000 7,700 <66 <64

1,2,4-Trimethylbenzene 2,100 570 4,300,000 32,000,000 110,000 660 <62 <65 <190 <63 <62 430,000 360,000 <60 100 220,000 32,000 <66 2,000

1,3,5-Trimethylbenzene 1,800 1,100 2,600,000 32,000,000 94,000 260 <62 <65 <190 <63 <62 120,000 100,000 <60 <62 63,000 8,700 <66 370

2,2,4-Trimethylpentane ID NA 110,000 ID 19,000 <460 <310 <330 <940 <320 <310 20,000 25,000 <300 <310 <34,000 <6,600 <330 <320

Xylenes 5,600 820 6,300,000 410,000,000 150,000 1,200 <182 <195 <560 <193 <182 950,000 800,000 <180 150 530,000 85,700 <196 520

Notes:

1. Concentrations reported in micrograms per kilogram (ug/kg).

3. Results greater than reporting limits (RLs) are shown in BOLD. Results exceeding one or more criteria are shaded along with the corresponding criteria.

4. VOCs = volatile organic compounds.

5. NA = Not applicable; ID = Insufficient data to develop criterion; <RL = Analytical result was below laboratory reporting limit(s).

6. Concentrations were also compared to and found to be below Ambient Air Criteria and Screening Levels and Particulate Soil Inhalation Criteria.

PART 201 GENERIC CLEANUP CRITERIA/PART 213 RISK-BASED SCREENING LEVELS

TABLE 2

SOIL ANALYTICAL RESULTS

UBLY TRACTOR SALES

ANALYTE

CHEMICAL ANALYSIS RESULTS

Sample Identification

Depth (feet)

Date Collected

UBLY, MICHIGAN

SME PROJECT NO.: 078570.00

GROUNDWATER

SURFACE WATER

INTERFACE

PROTECTION

CRITERIA

SOIL

VOLATILIZATION TO

INDOOR AIR

INHALATION

CRITERIA

DIRECT CONTACT

CRITERIA

SOIL SATURATION

CONCENTRATION

SCREENING LEVELS

DRINKING WATER

PROTECTION

CRITERIA

SB201 SB201 SB202 SB202 SB203 SB203 SB203 SB204

SB204

Duplicate

SB204 SB204 SB205 SB205 SB205

6-6.5 9-9.5 3-3.5 4-4.5 3.5-4 6-6.5 9.5-10 5.5-6.5 5.5-6.5 8-8.5 11.5-12 6-6.5 8-8.5 11.5-12

9/24/2018 9/24/2018 9/24/2018 9/24/2018 9/24/2018 9/24/2018 9/24/2018 9/24/2018 9/24/2018 9/24/2018 9/24/2018 9/24/2018 9/24/2018 9/24/2018

VOCs

Benzene 100 4,000 1,600 180,000 400,000 6,700 <74 <90 <69 <110 <53 <65 <77 <76 960 <64 <76 <65 <63 n-Butylbenzene 1,600 ID ID 2,500,000 10,000,000 <66 <74 <90 <69 <110 <53 <65 <77 <76 <69 <64 <76 <65 <63 sec-Butylbenzene 1,600 ID ID 2,500,000 10,000,000 <66 <74 <90 <69 <110 <53 <65 <77 <76 <69 <64 <76 <65 <63

Cyclohexane NA NA NA NA NA 1,000 <370 <450 <340 <570 <270 <320 <390 <380 <350 <320 <380 <330 <320

Ethylbenzene 1,500 360 87,000 22,000,000 140,000 370 <74 <90 <69 <110 <53 <65 <77 <76 <69 <64 <76 <65 <63

Hexane 180,000 NA 510,000 92,000,000 44,000 290 <74 <90 <69 <110 <53 <65 <77 <76 <69 <64 <76 <65 <63

Isopropylbenzene 91,000 3,200 400,000 25,000,000 390,000 260 <74 <90 <69 <110 <53 <65 <77 <76 <69 <64 <76 <65 <63

Naphthalene 35,000 730 250,000 16,000,000 NA 640 <370 <450 <340 <570 <270 <320 <390 <380 <350 <320 <380 <330 <320

2-Methylnaphthalene 57,000 4,200 2,700,000 8,100,000 NA <330 <370 <450 <340 <570 <270 <320 <390 <380 <350 <320 <380 <330 <320 n-Propylbenzene 1,600 ID ID 2,500,000 10,000,000 820 <74 <90 <69 <110 <53 <65 <77 <76 <69 <64 <76 <65 <63

Styrene 2,700 2,100 250,000 400,000 520,000 <66 <74 <90 <69 <110 <53 <65 <77 <76 <69 <64 77 <65 <63

Toluene 16,000 5,400 330,000 50,000,000 250,000 130 <74 <90 <69 <110 <53 <65 <77 <76 <69 <64 <76 <65 <63

1,2,3-Trimethylbenzene NA NA NA NA NA 940 <74 <90 <69 <110 <53 <65 <77 <76 <69 <64 <76 <65 <63

1,2,4-Trimethylbenzene 2,100 570 4,300,000 32,000,000 110,000 6,400 <74 <90 <69 <110 <53 <65 <77 <76 <69 <64 <76 <65 <63

1,3,5-Trimethylbenzene 1,800 1,100 2,600,000 32,000,000 94,000 1,500 <74 <90 <69 <110 <53 <65 <77 <76 <69 <64 <76 <65 <63

2,2,4-Trimethylpentane ID NA 110,000 ID 19,000 <330 <370 <450 <340 <570 <270 <320 <390 <380 <350 <320 <380 <330 <320

Xylenes 5,600 820 6,300,000 410,000,000 150,000 19,380 <224 <270 <209 <340 <163 <195 <227 <209 <209 <194 <226 <195 <193

Notes:

1. Concentrations reported in micrograms per kilogram (ug/kg).

3. Results greater than reporting limits (RLs) are shown in BOLD. Results exceeding one or more criteria are shaded along with the corresponding criteria.

4. VOCs = volatile organic compounds.

5. NA = Not applicable; ID = Insufficient data to develop criterion; <RL = Analytical result was below laboratory reporting limit(s).

6. Concentrations were also compared to and found to be below Ambient Air Criteria and Screening Levels and Particulate Soil Inhalation Criteria.

TABLE 2

SOIL ANALYTICAL RESULTS

UBLY TRACTOR SALES

UBLY, MICHIGAN

SME PROJECT NO.: 078570.00

PART 201 GENERIC CLEANUP CRITERIA/PART 213 RISK-BASED SCREENING LEVELS

DRINKING WATER

PROTECTION

CRITERIA

GROUNDWATER

SURFACE WATER

INTERFACE

PROTECTION

CRITERIA

SOIL

VOLATILIZATION TO

INDOOR AIR

INHALATION

CRITERIA

DIRECT CONTACT

CRITERIA

SOIL SATURATION

CONCENTRATION

SCREENING LEVELS

ANALYTE

CHEMICAL ANALYSIS RESULTS

Sample Identification

Depth (feet)

Date Collected

SB101-GW SB102-GW SB103-GW SB104-GW

SB104-GW

Duplicate SB105-GW SB106-GW SB107-GW SB108-GW SB109-GW SB201-GW SB202-GW SB203-GW SB204-GW SB205-GW

1.5-6.5 10-15 2-7 3-8 3-8 3-8 4-9 5-10 5-10 3-8 2.5-7.5 1-6 1-6 5-10 5-10

4/24/2018 4/23/2018 4/23/2018 4/23/2018 4/23/2018 4/23/2018 4/24/2018 4/24/2018 4/24/2018 4/23/2018 9/24/2018 9/24/2018 9/24/2018 9/24/2018 9/24/2018

VOCs

Benzene 5 200 <1.0 2,500 5,500 130 120 <1.0 <1.0 <1.0 870 4,500 63 <1.0 <1.0 <1.0 <1.0

Cyclohexane NA NA <5.0 60 380 600 600 <5.0 <5.0 <5.0 <500 590 11 <5.0 <5.0 <5.0 <5.0

Ethylbenzene 74 18 <1.0 190 3,100 1,400 1,400 <1.0 <1.0 <1.0 4,500 3,700 <1.0 <1.0 <1.0 <1.0 <1.0

Hexane 3,000 NA <1.0 57 260 520 580 <1.0 <1.0 <1.0 220 320 <1.0 <1.0 <1.0 <1.0 <1.0

Isopropylbenzene 800 28 <1.0 24 110 96 99 <1.0 <1.0 <1.0 180 95 3.7 <1.0 <1.0 <1.0 <1.0

2-Methylnaphthalene 260 19 <5.0 <50 <250 <250 <250 <5.0 <5.0 <5.0 <500 <250 <5.0 <5.0 <5.0 <5.0 <5.0

Napthalene 520 11 <5.0 110 310 <250 <250 <5.0 <5.0 <5.0 600 330 <5.0 <5.0 <5.0 <5.0 <5.0 n-Propylbenzene 80 ID <1.0 68 310 330 330 <1.0 <1.0 <1.0 490 270 11 <1.0 <1.0 <1.0 <1.0

Toulene 790 270 <1.0 17 9,400 330 320 <1.0 <1.0 <1.0 800 460 <1.0 <1.0 <1.0 <1.0 <1.0

1,2,3-Trimethylbenzene NA NA <1.0 110 640 460 470 <1.0 <1.0 <1.0 1,000 650 <1.0 <1.0 <1.0 <1.0 <1.0

1,2,4-Trimethylbenzene 63 17 <1.0 750 2,300 2,000 2,000 <1.0 <1.0 <1.0 3,800 2,400 75 <1.0 <1.0 <1.0 <1.0

1,3,5-Trimethylbenzene 72 45 <1.0 210 600 570 560 <1.0 <1.0 <1.0 980 630 14 <1.0 <1.0 <1.0 <1.0

Xylenes 280 41 <3.0 2,412 14,600 6,040 6,030 2.1 <3.0 <3.0 22,700 20,200 60 <3.0 <3.0 <3.0 <3.0

Notes:

1. Concentrations reported in micrograms per liter (ug/L).

2. Analytical results were compared to December 30, 2013 Promulgated Cleanup Criteria, R 299.46, Table 1. Groundwater: Residential and Nonresidential Part 201 Generic Cleanup Criteria/Part 213 Risk-Based Screening Levels.

3. VOCs = volatile organic compounds.

4. NA = Not applicable; ID = Insufficient data to develop criterion; <RL = Analytical result was below laboratory reporting limit(s).

5. Concentrations were also compared to and below Groundwater Volatilization to Indoor Air Inhalation Criteria, and Flammability and Explosivity Screening Levels.

SME PROJECT NO.: 078570.00

TABLE 3

GROUNDWATER ANALYTICAL RESULTS

TEMPORARY WELLS

UBLY TRACTOR SALES

UBLY, MICHIGAN

DRINKING WATER

CRITERIA

ANALYTE

PART 201 GENERIC CLEANUP

CRITERIA/PART 213 RISK-BASED

SCREENING LEVELS

GROUNDWATER

SURFACE WATER

INTERFACE

CRITERIA

CHEMICAL ANALYSIS RESULTS

Sample Identification

Screened Interval (feet)

Date Collected

MW1 MW2

MW2

Duplicate

MW3 MW4 MW5

11-16 5-10 5-10 4-9 5-10 5-10

9/27/2018 9/27/2018 9/27/2018 9/27/2018 9/27/2018 9/27/2018

VOCs

Benzene 5 200 490 870 870 <1.0 <1.0 <1.0

Cyclohexane NA NA 56 490 490 <5.0 <5.0 <5.0

Ethylbenzene 74 18 1.5 2,800 2,800 <1.0 <1.0 <1.0

Hexane 3,000 NA <1.0 250 230 <1.0 <1.0 <1.0

Isopropylbenzene 800 28 <1.0 130 120 <1.0 <1.0 <1.0

2-Methylnaphthalene 260 19 <5.0 160 170 <5.0 <5.0 <5.0

Napthalene 520 11 <5.0 530 550 <5.0 <5.0 <5.0 n-Propylbenzene 80 ID <1.0 350 330 <1.0 <1.0 <1.0

Toulene 790 270 3.8 460 470 <1.0 <1.0 <1.0

1,2,3-Trimethylbenzene NA NA 5.3 770 760 <1.0 <1.0 <1.0

1,2,4-Trimethylbenzene 63 17 5.1 2,400 2,300 <1.0 <1.0 <1.0

1,3,5-Trimethylbenzene 72 45 <1.0 610 610 <1.0 <1.0 <1.0

Xylenes 280 41 393 15,300 15,200 <3.0 <3.0 <3.0

Notes:

1. Concentrations reported in micrograms per liter (ug/L).

2. Analytical results were compared to December 30, 2013 Promulgated Cleanup Criteria, R 299.46, Table 1. Groundwater: Residential and Nonresidential Part 201 Generic Cleanup

Criteria/Part 213 Risk-Based Screening Levels.

3. VOCs = volatile organic compounds.

4. NA = Not applicable; ID = Insufficient data to develop criterion; <RL = Analytical result was below laboratory reporting limit(s).

5. Concentrations were also compared to and below Groundwater Volatilization to Indoor Air Inhalation Criteria, and Flammability and Explosivity Screening Levels.

CHEMICAL ANALYSIS RESULTS

Sample Identification

Screened Interval (feet)

Date Collected

TABLE 4

GROUNDWATER ANALYTICAL RESULTS

UBLY TRACTOR SALES

UBLY, MICHIGAN

SME PROJECT NO.: 078570.00

PERMANENT MONITORING WELLS

ANALYTE

PART 201 GENERIC CLEANUP

CRITERIA/PART 213 RISK-BASED

SCREENING LEVELS

DRINKING WATER

CRITERIA

GROUNDWATER

SURFACE WATER

INTERFACE

CRITERIA

SG1 SG2

SG2

Duplicate

SG2 SG3 SG3 SG4

SG4

Duplicate

4/24/2018 4/24/2018 4/24/2018 9/27/2018 4/24/2018 9/27/2018 9/27/2018 9/27/2018

VOCs

Benzene 71-43-2 110 260 <RL <RL <RL <RL 1.8 <RL 1.0 1.0

Chloroethane 75-00-3 140,000 200,000 <RL <RL <RL <RL <RL <RL <RL <RL

Chloroform 67-66-3 37 87 2.0 1.5 1.3 40 <RL <RL <RL <RL

Ethylbenzene 100-41-4 340 800 <RL <RL <RL 1.2 2.8 1.6 3.4 1.8 n-Hexane 110-54-3 24,000 36,000 <RL <RL <RL <RL 3.6 <RL <RL <RL

Tetrachloroethene 127-18-4 1,400 1,400 <RL <RL <RL <RL <RL <RL <RL 1.9

Toluene 108-88-3 170,000 250,000 2.6 2.7 2.4 3.3 14 4.6 7.6 7.8

Trichlorofluoromethane 75-69-4 67 67 1.5 1.6 2.7 2.6 1.8 3.1 5.7 5.3

Xylenes 1330-20-7 7,600 11,000 1.7 4.1 3.6 6.4 7.1 7.3 11 5.5

2,2,4-Trimethylpentane 540-84-1 NA NA <RL <RL <RL <RL 1.8 <RL <RL 1.3

1,2,4-Trimethylbenzene 95-63-6 2,100 3,100 <RL 1.4 1.3 3.1 1.3 3.2 2.8 <RL

2-Butanone (MEK) 78-93-3 NA NA <RL <RL <RL <RL 22 <RL <RL <RL

1,3-Dichlorobenzene 541-73-1 100 150 <RL <RL <RL 130 <RL 160 51 29

Bromodichloromethane 75-27-4 NA NA <RL <RL <RL 3.0 <RL <RL <RL <RL

Chloromethane 74-87-3 3,100 4,600 <RL <RL 0.8 0.7 0.7 0.8 <RL <RL

Styrene 100-42-5 NA NA <RL <RL <RL 2.2 <RL 2.8 2.0 1.4

Dichlorodifluoromethane 75-71-8 NA NA 1.9 2.1 2.1 <RL 2.3 1.4 3.1 2.7

Methylene Chloride 75-09-2 2,100 31,000 <RL <RL 1.8 <RL <RL <RL <RL 3.3

4-Methyl-2-pentanone 108-10-1 NA NA <RL <RL <RL <RL 16 <RL 7.9 5.2

Notes:

1. Criteria taken from August 2017 Media-Specific Volatilization to Indoor Air Interim Action Screening Levels.

2. Detected results shown in BOLD.

3. Concentrations reported in micrograms per cubic meter µg/m3.

4. VOCs -Volatile Organic Compounds; Refer to the analytical report for the full list of VOC analytes.

5. CS - Criterion is specific to individual constituent.

6. NA- Not applicable.

TABLE 5

SOIL GAS ANALYTICAL RESULTS

UBLY TRACTOR SALES

UBLY, MICHIGAN

SME PROJECT NO.: 078570.00

ANALYTE

CHEMICAL ABSTRACT

SERVICE NUMBER

MEDIA-SPECIFIC INTERIM ACTION

SCREENING LEVELS

CHEMICAL ANALYSIS RESULTS

Sample Identification

Screened Interval (feet)

Date Collected

Residential

Recommended

Interim Action

Screening Levels

Nonresidential

Recommended

Interim Action

Screening Levels

APPENDIX A

SOIL BORING LOGS AND MONITORING WELL CONSTRUCTION SUMMARIES

1.0

6.5

TOPSOIL- Black

FILL- Fine to Medium SAND- Trace to Some Silt- Trace Gravel and Clay- Brown- Moist to Wet (SP)

END OF BORING AT 6.5 FEET.

AS1

AS2

DATE STARTED: 4/24/18 COMPLETED: 4/24/18

LOGGED BY: KJR CHECKED BY: BCB

BORING METHOD: Hand Auger

EQUIPMENT: Hand AugerFIELD REPRESENTATIVE: BJM

GROUNDWATER & BACKFILL INFORMATION NOTES: 1. Soil samples were classified according to ASTM D2488, Standard Practice for Description and Identification of Soils (Visual-Manual Procedure) for environmental purposes only. Therefore, the boring logs and associated report(s) should not be used for geotechnical evaluation or design.

2. The indicated stratification lines are approximate. In situ, the transition between materials may be gradual.

3. Listed depths under the profile description are rounded to the nearest tenth of a foot (e.g. 5.75 = 5.8). Refer to the report and attachments for actual sample depths and/or intervals (where applicable).

4. No staining observed and no odors noted.

DEPTH (FT)

BACKFILL METHOD: Bentonite Chips

DURING BORING: 6.0

BORING SB101

PROJECT LOCATION: Ubly, Michigan

PROJECT NAME: Ubly Tractor Sales PROJECT NUMBER: 078570.00

CLIENT: Michigan Department of Environmental Quality

S Y

M B

C P

R O

PROFILE DESCRIPTION SO

R Y

(in ch es

(p pm

/N O

REMARKSD

P T

F E

E T

7.5

16.0

FILL- Fine to Medium SAND- Trace to Some Gravel- Trace Silt- Brown to Black- Moist

(SP)

Sandy LEAN CLAY- Trace Gravel- Gray (CL)

END OF BORING AT 16.0 FEET.

4.3

34.6

40.6

306.4

1.3

13.5

96.2

3.2

4.0

1.2

LS1

LS2

LS3

LS4

Staining observed from 5 ft to 6.5 ft. Petroleum odor noted from 5 ft to 10 ft.

DATE STARTED: 4/23/18 COMPLETED: 4/23/18

LOGGED BY: KJR CHECKED BY: BCB

BORING METHOD: Direct Push

RIG NO.: 428OPERATOR: BJM

2. The indicated stratification lines are approximate. In situ, the transition between materials may be gradual.

DEPTH (FT)

BACKFILL METHOD: Bentonite Chips

DURING BORING: 11.0

BORING SB102

PROJECT LOCATION: Ubly, Michigan

PROJECT NAME: Ubly Tractor Sales PROJECT NUMBER: 078570.00

CLIENT: Michigan Department of Environmental Quality

S Y

M B

C P

R O

PROFILE DESCRIPTION SO

R Y

(in ch es

(p pm

/N O

REMARKSD

P T

F E

E T

5.0

12.0

FILL- Fine to Medium SAND- Trace to Some Gravel- Trace Silt- Brown to Black- Moist to Wet (SP)

Sandy LEAN CLAY- Trace Gravel- Gray (CL)

END OF BORING AT 12.0 FEET.

2.4

10.5

340.0

479.9

125.7

211.8

50.9

36.2

2.2

1.8

1.5

1.3

LS1

LS2

LS3

Staining observed from 2 ft to 5 ft.

Petroleum odor noted from 3 ft to 8 ft.

DATE STARTED: 4/23/18 COMPLETED: 4/23/18

LOGGED BY: KJR CHECKED BY: BCB

BORING METHOD: Direct Push

RIG NO.: 428OPERATOR: BJM

2. The indicated stratification lines are approximate. In situ, the transition between materials may be gradual.

DEPTH (FT)

BACKFILL METHOD: Bentonite Chips

DURING BORING: 5.0

BORING SB103

PROJECT LOCATION: Ubly, Michigan

PROJECT NAME: Ubly Tractor Sales PROJECT NUMBER: 078570.00

CLIENT: Michigan Department of Environmental Quality

S Y

M B

C P

R O

PROFILE DESCRIPTION SO

R Y

(in ch es

(p pm

/N O

REMARKSD

P T

F E

E T

6.0

FILL- Fine to Medium SAND- Trace to Some Gravel- Trace Silt, Roots and Organics- Brown to Black- Moist to Wet (SP)

Sandy LEAN CLAY- Trace Gravel- Gray (CL)

END OF BORING AT 12.0 FEET.

6.7

2.4

810.4

322.1

33.2

1.6

1.7

LS1

LS2

LS3

Staining observed and petroleum odor noted from 3 ft to 5 ft.

DATE STARTED: 4/23/18 COMPLETED: 4/23/18

LOGGED BY: KJR CHECKED BY: BCB

BORING METHOD: Direct Push

RIG NO.: 428OPERATOR: BJM

2. The indicated stratification lines are approximate. In situ, the transition between materials may be gradual.

DEPTH (FT)

BACKFILL METHOD: Bentonite Chips

DURING BORING: 4.0

BORING SB104

PROJECT LOCATION: Ubly, Michigan

PROJECT NAME: Ubly Tractor Sales PROJECT NUMBER: 078570.00

CLIENT: Michigan Department of Environmental Quality

S Y

M B

C P

R O

PROFILE DESCRIPTION SO

R Y

(in ch es

(p pm

/N O

REMARKSD

P T

F E

E T

5.3

24.0

FILL- Fine to Medium SAND- Trace to Some Gravel- Trace Silt. Wood and Organics- Brown and Black- Moist to Wet (SP)

Sandy LEAN CLAY- Trace Gravel- Gray (CL)

Fine to Medium SAND- Trace Silt and Gravel- Gray- Moist (SP-SM)

LS1

LS2

LS3

LS4

LS5

LS6

LS7

DATE STARTED: 4/23/18 COMPLETED: 4/23/18

LOGGED BY: KJR CHECKED BY: BCB

BORING METHOD: Direct Push

RIG NO.: 428OPERATOR: BJM

2. The indicated stratification lines are approximate. In situ, the transition between materials may be gradual.

4. No staining observed and no odors noted.

DEPTH (FT)

BACKFILL METHOD: Bentonite Chips

DURING BORING: 4.5

(Continued Next Page)

BORING SB105

PROJECT LOCATION: Ubly, Michigan

PROJECT NAME: Ubly Tractor Sales PROJECT NUMBER: 078570.00

CLIENT: Michigan Department of Environmental Quality

S Y

M B

C P

R O

PROFILE DESCRIPTION SO

R Y

(in ch es

(p pm

/N O

REMARKSD

P T

F E

E T

33.0

Fine to Medium SAND- Trace Silt and Gravel- Gray- Moist (SP-SM) (continued)

END OF BORING AT 33.0 FEET.

LS8

LS9

BORING SB105

PROJECT LOCATION: Ubly, Michigan

PROJECT NAME: Ubly Tractor Sales PROJECT NUMBER: 078570.00

CLIENT: Michigan Department of Environmental Quality

S Y

M B

C P

R O

PROFILE DESCRIPTION SO

R Y

(in ch es

(p pm

/N O

REMARKSD

P T

F E

E T

7.0

15.0

FILL- Fine to Medium SAND- Trace to Some Gravel- Trace Silt, Roots and Organics- Brown and Black- Moist to Wet (SP)

Sandy LEAN CLAY with Fine to Medium Sand Partings and Seams- Trace Gravel- Gray (CL)

END OF BORING AT 15.0 FEET.

LS1

LS2

LS3

LS4

DATE STARTED: 4/24/18 COMPLETED: 4/24/18

LOGGED BY: KJR CHECKED BY: BCB

BORING METHOD: Direct Push

RIG NO.: 428OPERATOR: BJM

2. The indicated stratification lines are approximate. In situ, the transition between materials may be gradual.

4. No staining observed and no odors noted.

DEPTH (FT)

BACKFILL METHOD: Bentonite Chips

DURING BORING: 6.0

BORING SB106

PROJECT LOCATION: Ubly, Michigan

PROJECT NAME: Ubly Tractor Sales PROJECT NUMBER: 078570.00

CLIENT: Michigan Department of Environmental Quality

S Y

M B

C P

R O

PROFILE DESCRIPTION SO

R Y

(in ch es

(p pm

/N O

REMARKSD

P T

F E

E T

11.8

FILL- Fine to Medium SAND- Trace to Some Gravel- Trace Silt, Roots and Organics- Brown and Black- Moist to Wet (SP)

Sandy LEAN CLAY- Trace Gravel- Gray (CL)

END OF BORING AT 11.8 FEET.

LS1

LS2

LS3

DATE STARTED: 4/24/18 COMPLETED: 4/24/18

LOGGED BY: KJR CHECKED BY: BCB

BORING METHOD: Direct Push

RIG NO.: 428OPERATOR: BJM

2. The indicated stratification lines are approximate. In situ, the transition between materials may be gradual.

4. No staining observed and no odors noted.

DEPTH (FT)

BACKFILL METHOD: Bentonite Chips

DURING BORING: 6.0

BORING SB107

PROJECT LOCATION: Ubly, Michigan

PROJECT NAME: Ubly Tractor Sales PROJECT NUMBER: 078570.00

CLIENT: Michigan Department of Environmental Quality

S Y

M B

C P

R O

PROFILE DESCRIPTION SO

R Y

(in ch es

(p pm

/N O

REMARKSD

P T

F E

E T

0.3

8.0

16.0

CONCRETE

FILL- Fine to Medium SAND- Trace to Some Gravel- Trace Silt and Clay- Brown to Black- Moist to Wet (SP)

Sandy LEAN CLAY- Trace Gravel- Gray (CL)

END OF BORING AT 16.0 FEET.

16.1

286.0

518.8

1627.0

56.3

57.2

18.9

3.4

6.7

4.2

LS1

LS2

LS3

LS4

Petroleum odor noted from 5 ft to 11 ft.

Staining observed from 5.5 ft to 8 ft.

DATE STARTED: 4/24/18 COMPLETED: 4/24/18

LOGGED BY: KJR CHECKED BY: BCB

BORING METHOD: Direct Push

RIG NO.: 428OPERATOR: BJM

2. The indicated stratification lines are approximate. In situ, the transition between materials may be gradual.

DEPTH (FT)

BACKFILL METHOD: Bentonite Chips

DURING BORING: 6.0

BORING SB108

PROJECT LOCATION: Ubly, Michigan

PROJECT NAME: Ubly Tractor Sales PROJECT NUMBER: 078570.00

CLIENT: Michigan Department of Environmental Quality

S Y

M B

C P

R O

PROFILE DESCRIPTION SO

R Y

(in ch es

(p pm

/N O

REMARKSD

P T

F E

E T

6.0

FILL- Fine to Medium SAND- Trace to Some Gravel- Trace Silt and Brick- Brown to Black- Moist to Wet (SP)

Sandy LEAN CLAY- Trace Gravel (CL)

END OF BORING AT 16.0 FEET.

2.1

5.5

272.8

760.1

570.3

136.4

46.2

4.0

3.7

4.0

3.5

3.0

1.9

1.4

1.2

1.0

LS1

LS2

LS3

LS4

Petroleum odor noted from 2.5 ft to 6 ft.

Staining observed from 4 ft to 6 ft.

DATE STARTED: 4/23/18 COMPLETED: 4/23/18

LOGGED BY: KJR CHECKED BY: BCB

BORING METHOD: Direct Push

RIG NO.: 428OPERATOR: BJM

2. The indicated stratification lines are approximate. In situ, the transition between materials may be gradual.

DEPTH (FT)

BACKFILL METHOD: Bentonite Chips

DURING BORING: 5.0

BORING SB109

PROJECT LOCATION: Ubly, Michigan

PROJECT NAME: Ubly Tractor Sales PROJECT NUMBER: 078570.00

CLIENT: Michigan Department of Environmental Quality

S Y

M B

C P

R O

PROFILE DESCRIPTION SO

R Y

(in ch es

(p pm

/N O

REMARKSD

P T

F E

E T

4.8

12.0

TOPSOIL- Fine to Medium SAND- Frequent Plant Roots- Brown- Moist (SP)

FILL- Fine to Coarse SAND with Gravel- Trace Brick Fragments- Brown- Moist to Wet

(SP)

Sandy LEAN CLAY with Fine to Medium Sand Layer- Trace Gravel- Gray (CL)

END OF BORING AT 12.0 FEET.

2.8

14.1 <1

LS1

LS2

LS3

Staining observed and odors noted from 3.5 ft. to 4.75 ft.

DATE STARTED: 9/24/18 COMPLETED: 9/25/18

LOGGED BY: ART CHECKED BY: BCB

BORING METHOD: Direct Push

RIG NO.: 428OPERATOR: BJM

2. The indicated stratification lines are approximate. In situ, the transition between materials may be gradual.

DEPTH (FT)

BACKFILL METHOD: Soil Cuttings and Bentonite

DURING BORING: 3.5

BORING SB201

PROJECT LOCATION: Ubly, Michigan

PROJECT NAME: Ubly Tractor Sales PROJECT NUMBER: 078570.00

CLIENT: Michigan Department of Environmental Quality

S Y

M B

C P

R O

PROFILE DESCRIPTION SO

R Y

(in ch es

(p pm

/N O

REMARKSD

P T

F E

E T

5.0

10.0

FILL- Fine to Medium SAND with Gravel- Brown- Moist to Wet (SP)

Sandy LEAN CLAY- Trace Gravel- Gray (CL)

END OF BORING AT 10.0 FEET.

4.5

LS1

LS2

LS3

DATE STARTED: 9/24/18 COMPLETED: 9/25/18

LOGGED BY: ART CHECKED BY: BCB

BORING METHOD: Direct Push

RIG NO.: 428OPERATOR: BJM

2. The indicated stratification lines are approximate. In situ, the transition between materials may be gradual.

4. No staining observed and no odors noted.

DEPTH (FT)

BACKFILL METHOD: Soil Cuttings and Bentonite

DURING BORING: 4.5

BORING SB202

PROJECT LOCATION: Ubly, Michigan

PROJECT NAME: Ubly Tractor Sales PROJECT NUMBER: 078570.00

CLIENT: Michigan Department of Environmental Quality

S Y

M B

C P

R O

PROFILE DESCRIPTION SO

R Y

(in ch es

(p pm

/N O

REMARKSD

P T

F E

E T

1.3

6.5

10.0

TOPSOIL- Fine to Medium SAND- Frequent Plant Roots- Brown- Moist (SP)

FILL- Fine to Medium SAND with Gravel- Trace Organics- Brown- Moist to Wet (SP)

Sandy LEAN CLAY- Trace Gravel- Gray (CL)

END OF BORING AT 10.0 FEET.

LS1

LS2

LS3

DATE STARTED: 9/24/18 COMPLETED: 9/25/18

LOGGED BY: ART CHECKED BY: BCB

BORING METHOD: Direct Push

RIG NO.: 428OPERATOR: BJM

2. The indicated stratification lines are approximate. In situ, the transition between materials may be gradual.

4. No staining observed and no odors noted.

DEPTH (FT)

BACKFILL METHOD: Soil Cuttings and Bentonite

DURING BORING: 6.0

BORING SB203

PROJECT LOCATION: Ubly, Michigan

PROJECT NAME: Ubly Tractor Sales PROJECT NUMBER: 078570.00

CLIENT: Michigan Department of Environmental Quality

S Y

M B

C P

R O

PROFILE DESCRIPTION SO

R Y

(in ch es

(p pm

/N O

REMARKSD

P T

F E

E T

12.0

TOPSOIL- Fine to Medium SAND- Frequent Plant Roots- Brown- Moist (SP)

FILL- Fine to Medium SAND with Gravel- Brown- Moist to Wet (SP)

Sandy LEAN CLAY- Trace Gravel- Gray (CL)

END OF BORING AT 12.0 FEET.

LS1

LS2

LS3

DATE STARTED: 9/24/18 COMPLETED: 9/25/18

LOGGED BY: ART CHECKED BY: BCB

BORING METHOD: Direct Push

RIG NO.: 428OPERATOR: BJM

2. The indicated stratification lines are approximate. In situ, the transition between materials may be gradual.

4. No staining observed and no odors noted.

DEPTH (FT)

BACKFILL METHOD: Well

DURING BORING: 7.5

BORING SB204

PROJECT LOCATION: Ubly, Michigan

PROJECT NAME: Ubly Tractor Sales PROJECT NUMBER: 078570.00

CLIENT: Michigan Department of Environmental Quality

S Y

M B

C P

R O

PROFILE DESCRIPTION SO

R Y

(in ch es

(p pm

/N O

REMARKSD

P T

F E

E T

8.5

FILL- Fine to Medium SAND with Gravel- Brown-Moist to Wet (SP)

Sandy LEAN CLAY with Trace Gravel- Gray

(CL)

END OF BORING AT 12.0 FEET.

LS1

LS2

LS3

DATE STARTED: 9/24/18 COMPLETED: 9/25/18

LOGGED BY: ART CHECKED BY: BCB

BORING METHOD: Direct Push

RIG NO.: 428OPERATOR: BJM

2. The indicated stratification lines are approximate. In situ, the transition between materials may be gradual.

4. No staining observed and no odors noted.

DEPTH (FT)

BACKFILL METHOD: Soil Cuttings and Bentonite

DURING BORING: 8.0

BORING SB205

PROJECT LOCATION: Ubly, Michigan

PROJECT NAME: Ubly Tractor Sales PROJECT NUMBER: 078570.00

CLIENT: Michigan Department of Environmental Quality

S Y

M B

C P

R O

PROFILE DESCRIPTION SO

R Y

(in ch es

(p pm

/N O

REMARKSD

P T

F E

E T

8.5

Flush mounted protective casing

2 inch borehole diameter.

3/4 inch diameter Sch. 40 PVC well casing with bentonite backfill

3/4 inch diameter pipe with sand backfill

3/4 inch diameter 0.010 slot size well screen, 5 feet long

Fill- Fine to Medium SAND with Gravel- Trace Brick Fragments- Brow- Moist (SP)

Sandy LEAN CLAY with Fine to Medium Sand Seams- Trace Gravel- Gray (CL)

END OF BORING AT 16.0 FEET.

8.5

31.8

11.5

DATE STARTED: 9/24/18 COMPLETED: 9/25/18

LOGGED BY: ART CHECKED BY: BCB

BORING METHOD: Direct Push

RIG NO.: BJMOPERATOR: BJM

GROUNDWATER INFORMATION

WELL WATER LEVEL DATA

NOTES: 1. The indicated stratification lines are approximate. In situ, the transition between materials may be gradual.

2. No staining observed and no odors noted.

DURING BORING:

DEPTH (FT)

14.5

DATE DEPTH (FT)

WELL MW1

S Y

M B

C P

R O

WELL DIAGRAM REMARKS

PROFILE DESCRIPTION

PROJECT LOCATION: Ubly, Michigan

PROJECT NAME: Ubly Tractor Sales PROJECT NUMBER: 078570.00

CLIENT: Michigan Department of Environmental Quality

PID

(ppm)

D E

P T

F E

E T

Flush mounted protective casing

2 inch borehole diameter

3/4 inch diameter Sch. 40 PVC well casing with bentonite backfill

3/4 inch diameter pipe with sand backfill

3/4" diameter 0.010 slot size well screen, 5 feet long

Petroleum odors noted from 0 feet to 8 feet.

Staining observed from 4 feet to 6.5 feet.

FILL- Fine to Medium SAND with Gravel- Brown- Moist to Wet (SP)

Sandy LEAN CLAY- Trace Gravel- Gray (CL)

END OF BORING AT 10.0 FEET.

1.9

28.5

30.5

DATE STARTED: 9/24/18 COMPLETED: 9/25/18

LOGGED BY: ART CHECKED BY: BCB

BORING METHOD: Direct Push

RIG NO.: BJMDRILLER: BJM

GROUNDWATER INFORMATION

WELL WATER LEVEL DATA

NOTES: 1. The indicated stratification lines are approximate.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Feb 7, 2025.