Part 13 Waste Characterization and Figures Wayne Oakland DCSpec.pdf

Friday, October 11, 2019

230 Harrison Royal Oak, MI/Project Identification:

Fibertec Project Number: 92989

525 W. Allegan Street

Constitution Hall-3N

EGLE/AQD - Lansing District Office

Lansing, MI 48909

Ms. Kim Ethridge

Thank you for selecting Fibertec Environmental Services as your analytical laboratory. The samples you submitted have been analyzed in accordance with NELAC standards and the results compiled in the attached report. Any exceptions to NELAC compliance are noted in the report. These results apply only to those samples submitted. Please note TO-15 samples will be disposed of 7 calendar days after the reporting date. All other samples will be disposed of 30 days after the reporting date.

Dear Ms. Ethridge, Submittal Date: 10/03/2019

If you have any questions regarding these results or if we may be of further assistance to you, please contact me at (517) 699-0345.

Sincerely, For Daryl P. Strandbergh Laboratory Director

Enclosures

In regards to this project, 230 Harrison (M100), the file number is 761-16136-SAR. The contract order number is Y16184.

Our permanent ISD number is 00592. The Activity Code is M100.

By Stephannie Wallace at 3:27 PM, Oct 11, 2019

1914 Holloway Drive Holt, MI 48842 T: (517) 699-0345

11766 E. Grand River Brighton, MI 48116 T: (810) 220-3300

8660 S. Mackinaw Trail Cadillac, MI 49601 T: (231) 775-8368 lab@fibertec.us

F: (517) 699-0388

F: (810) 220-3311

F: (231) 775-8584

DCSID: G-610.19 (10/01/19) RSN: 92989-191011152635

Laboratory Sample Number: 92989-001

Analytical Laboratory Report 92989

Order:

Page:

Date: 10/11/19

Client Identification: EGLE/AQD - Lansing District Office

Client Project Name: 230 Harrison

Client Project No: NA

Sample Description: TCLP1

Sample No: 1

Sample Matrix: Soil/Solid

Collect Date:

Chain of Custody: 180972

Collect Time: 09:30

Laboratory Project Number: 92989

Sample Comments: Soil results have been calculated and reported on a dry weight basis unless otherwise noted.

Q: Qualifier (see definitions at end of report) NA: Not ApplicableDefinitions:

10/02/19

: Parameter not included in NELAC Scope of Analysis.‡

Analysis

Reporting Limit Parameter(s) Result

Preparation

UnitsQ Dilution

Aliquot ID: Toxicity Characteristic Leaching Procedure (TCLP) Soil/SolidMatrix:92989-001

P. Date P. Batch A. Date A. Batch Init.

Description: TCLP1Method: EPA 1311

NA1. 10/7/2019 NA 1.0 NA NA 10/07/19 NATCLP Date CMB

Analysis

Reporting Limit Parameter(s) Result

Preparation

UnitsQ Dilution

Aliquot ID: Toxicity Characteristic Leaching Procedure (TCLP), Zero Headspace Soil/SolidMatrix:92989-001

P. Date P. Batch A. Date A. Batch Init.

Description: TCLP1Method: EPA 1311

NA1. 10/7/2019 NA 1.0 NA NA 10/07/19 NATCLP Date CM

1914 Holloway Drive Holt, MI 48842 T: (517) 699-0345

11766 E. Grand River Brighton, MI 48116 T: (810) 220-3300

8660 S. Mackinaw Trail Cadillac, MI 49601 T: (231) 775-8368 lab@fibertec.us

F: (517) 699-0388

F: (810) 220-3311

Order:

Page:

Date: 10/11/19

Client Identification: EGLE/AQD - Lansing District Office

Client Project Name: 230 Harrison

Client Project No: NA

Sample Description: TCLP1

Sample No: 1

Sample Matrix: Soil/Solid

Collect Date:

Chain of Custody: 180972

Collect Time: 09:30

Laboratory Project Number: 92989

Sample Comments: Soil results have been calculated and reported on a dry weight basis unless otherwise noted.

Q: Qualifier (see definitions at end of report) NA: Not ApplicableDefinitions:

10/02/19

: Parameter not included in NELAC Scope of Analysis.‡

Analysis

Reporting Limit Parameter(s) Result

Preparation

UnitsQ Dilution

Aliquot ID: TCLP RCRA-8 Metals by ICP-MS TCLP ExtractMatrix:92989-001B

P. Date P. Batch A. Date A. Batch Init.

Description: TCLP1Method: EPA 3005A (Total Recoverable)/EPA 6020A mg/L1. U 1.0 20 10/08/19 PT19J08D 10/09/19 T419J09AArsenic JLH mg/L2. U 1.0 20 10/08/19 PT19J08D 10/09/19 T419J09ABarium JLH mg/L3. U 0.20 20 10/08/19 PT19J08D 10/09/19 T419J09ACadmium JLH mg/L4. U 1.0 20 10/08/19 PT19J08D 10/09/19 T419J09AChromium JLH mg/L5. U 1.0 20 10/08/19 PT19J08D 10/09/19 T419J09ALead JLH mg/L6. U 0.20 20 10/08/19 PT19J08D 10/09/19 T419J09ASelenium JLH mg/L7. U 1.0 20 10/08/19 PT19J08D 10/09/19 T419J09ASilver JLH

Analysis

Reporting Limit Parameter(s) Result

Preparation

UnitsQ Dilution

Aliquot ID: TCLP Mercury TCLP ExtractMatrix:92989-001B

P. Date P. Batch A. Date A. Batch Init.

Description: TCLP1Method: EPA 7470A mg/L1. U 0.050 8.0 10/11/19 PM19J11B 10/11/19 M719J11AMercury CJA

Analysis

Reporting Limit Parameter(s) Result

Preparation

UnitsQ Dilution

Aliquot ID: TCLP Volatiles TCLP ExtractMatrix:92989-001C

P. Date P. Batch A. Date A. Batch Init.

Description: TCLP1Method: EPA 5030C/EPA 8260D mg/L1. U 0.10 200 10/08/19 VB19J08B 10/08/19 VB19J08BBenzene ZJJ mg/L2. U 40 200 10/08/19 VB19J08B 10/08/19 VB19J08B2-Butanone ZJJ mg/L3. U 0.10 200 10/08/19 VB19J08B 10/08/19 VB19J08BCarbon Tetrachloride ZJJ mg/L4. U 20 200 10/08/19 VB19J08B 10/08/19 VB19J08BChlorobenzene ZJJ mg/L5. U 1.2 200 10/08/19 VB19J08B 10/08/19 VB19J08BChloroform ZJJ mg/L6. U 1.5 200 10/08/19 VB19J08B 10/08/19 VB19J08B1,4-Dichlorobenzene ZJJ mg/L7. U 0.10 200 10/08/19 VB19J08B 10/08/19 VB19J08B1,2-Dichloroethane ZJJ

F+ mg/L8. U 0.14 200 10/08/19 VB19J08B 10/08/19 VB19J08B1,1-Dichloroethene ZJJ mg/L9. U 0.14 200 10/08/19 VB19J08B 10/08/19 VB19J08BTetrachloroethene ZJJ mg/L10. U 0.10 200 10/08/19 VB19J08B 10/08/19 VB19J08BTrichloroethene ZJJ mg/L11. U 0.20 200 10/08/19 VB19J08B 10/08/19 VB19J08BVinyl Chloride ZJJ

Analysis

Reporting Limit Parameter(s) Result

Preparation

UnitsQ Dilution

Aliquot ID: TCLP Semivolatiles TCLP ExtractMatrix:92989-001A

P. Date P. Batch A. Date A. Batch Init.

Description: TCLP1Method: EPA 3510C/EPA 8270E

G+ mg/L1. U 0.025 1.4 10/08/19 PS19J08D 10/08/19 SN19J08B2,4-Dinitrotoluene GJP

1914 Holloway Drive Holt, MI 48842 T: (517) 699-0345

11766 E. Grand River Brighton, MI 48116 T: (810) 220-3300

8660 S. Mackinaw Trail Cadillac, MI 49601 T: (231) 775-8368 lab@fibertec.us

F: (517) 699-0388

F: (810) 220-3311

Order:

Page:

Date: 10/11/19

Client Identification: EGLE/AQD - Lansing District Office

Client Project Name: 230 Harrison

Client Project No: NA

Sample Description: TCLP1

Sample No: 1

Sample Matrix: Soil/Solid

Collect Date:

Chain of Custody: 180972

Collect Time: 09:30

Laboratory Project Number: 92989

Sample Comments: Soil results have been calculated and reported on a dry weight basis unless otherwise noted.

Q: Qualifier (see definitions at end of report) NA: Not ApplicableDefinitions:

10/02/19

: Parameter not included in NELAC Scope of Analysis.‡

Analysis

Reporting Limit Parameter(s) Result

Preparation

UnitsQ Dilution

Aliquot ID: TCLP Semivolatiles TCLP ExtractMatrix:92989-001A

P. Date P. Batch A. Date A. Batch Init.

Description: TCLP1Method: EPA 3510C/EPA 8270E

G+ mg/L2. U 0.025 1.4 10/08/19 PS19J08D 10/08/19 SN19J08BHexachlorobenzene GJP

G+ mg/L3. U 0.10 1.4 10/08/19 PS19J08D 10/08/19 SN19J08BHexachlorobutadiene GJP

L- mg/L4. U 0.10 1.4 10/08/19 PS19J08D 10/08/19 SN19J08BHexachloroethane GJP

G+ mg/L5. U 0.10 1.4 10/08/19 PS19J08D 10/08/19 SN19J08B2-Methylphenol GJP

G+ mg/L6. U 0.10 1.4 10/08/19 PS19J08D 10/08/19 SN19J08B3&4-Methylphenol‡ GJP

G+ mg/L7. U 0.10 1.4 10/08/19 PS19J08D 10/08/19 SN19J08BNitrobenzene GJP

G+ mg/L8. U 0.10 1.4 10/08/19 PS19J08D 10/08/19 SN19J08BPentachlorophenol GJP

G+ mg/L9. U 0.10 1.4 10/08/19 PS19J08D 10/08/19 SN19J08BPyridine GJP

G+ mg/L10. U 0.10 1.4 10/08/19 PS19J08D 10/08/19 SN19J08B2,4,5-Trichlorophenol GJP

G+ mg/L11. U 0.10 1.4 10/08/19 PS19J08D 10/08/19 SN19J08B2,4,6-Trichlorophenol GJP

1914 Holloway Drive Holt, MI 48842 T: (517) 699-0345

11766 E. Grand River Brighton, MI 48116 T: (810) 220-3300

8660 S. Mackinaw Trail Cadillac, MI 49601 T: (231) 775-8368 lab@fibertec.us

F: (517) 699-0388

F: (810) 220-3311

Spike recovery or precision unusable due to dilution.

Definitions/ Qualifiers:

The analyte was detected in the associated method blank.

The analyte was detected at a concentration greater than the calibration range, therefore the result is estimated.

The concentration is an estimated value.

The analyte was not detected at or above the reporting limit.

Matrix Interference has resulted in a raised reporting limit or distorted result.

Results reported on a wet-weight basis.

Value reported is outside QC limits

A:

B:

E:

J:

U:

X:

W:

Analytical Laboratory Report 92989

Order:

Page:

Date: 10/11/19 Laboratory Project Number: 92989

Exception Summary:

Modified MethodM:

Analysis Locations:

All analyses performed in Holt.

Recovery from the spiked aliquot exceeds the upper control limit (matrix spike or matrix spike duplicate).F+ :

Recovery of the associated Surrogate Compound exceeds the upper control limit. Results may be biased high.G+ :

Recovery in the associated laboratory sample (LCS) exceeds the lower control limit. Results may be biased low.L- :

T104704518-19-8 (TX)

Accreditation Number(s):

1914 Holloway Drive Holt, MI 48842 T: (517) 699-0345

11766 E. Grand River Brighton, MI 48116 T: (810) 220-3300

8660 S. Mackinaw Trail Cadillac, MI 49601 T: (231) 775-8368 lab@fibertec.us

F: (517) 699-0388

F: (810) 220-3311

Bidding and Contract Document (R 11/19) Project Name: Former Wayne Oakland Oil File No. 761/20035.SAR

DRAWINGS

EAST HARRISON AVENUE

D E

L A

W A

R E

A

V E

N U

E

Project

Project Location

Sheet Name

CADD

Scale

Project

No.

Revision Date

Designer

Date

S m e i n c p z W

I P

C

A D

D

W G

S E n v r e v b i d s p e c s

C

O V

E R d w g

NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR

CONSENT OF SME

c

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

AND WILL SCALE INCORRECTLY IF PRINTED ON ANY

OTHER SIZE MEDIA

Figure No.

P L

O T

T

E

M a r a m p l a c e www.sme-usa.com

FORMER WAYNE

OAKLAND OIL

REMEDIATION

230 EAST HARRISON

AVENUE

ROYAL OAK,

MICHIGAN

PROPERTY LOCATION

COVER SHEET

3-4-2020

JAB

CTV

AS NOTED

083103.00

LOCATION MAP

SCALE: 1" = 60'

AREA

OF WORK

FORMER WAYNE OAKLAND OIL REMEDIATION

ROYAL OAK, MICHIGAN

LIST OF DRAWINGS

FIGURE No. SHEET TITLE

COUNTY MAP

NOT TO SCALE

Know what'sbelow.

before you dig.Call

OAKLAND

COUNTY

1. Property Location Cover Sheet

2. Former and Existing Site Features

3. Soil Boring Soil Sample Analytical Results

4. Soil Boring Groundwater Sample Analytical Results

5. Excavation Plan

6. Stratigraphic Cross Sections

7. Site Restoration Plan

X

X

X

X

X

X

X

X

X

X

X

X

X

X

OH

OH

G A

S

O

H

O

H

O

H

O

H

D

D

D

D

D

D

D

D

D

D

D

D

GRASS

GRASS

ASPHALT

PARKING

LOT

X

X

X

X

X

X

X

X

X

EXISTING HANDICAP SIGN

EXISTING PAVEMENT

MARKINGS

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

C

A D

D

W G

S E n v r e e c s

S

I T

E d w g

NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR

CONSENT OF SME

c

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

AND WILL SCALE INCORRECTLY IF PRINTED ON ANY

OTHER SIZE MEDIA

Figure No.

P L

T

E

M a r a m p l a c e

FORMER WAYNE

OAKLAND OIL

REMEDIATION

230 EAST HARRISON

AVENUE, ROYAL OAK,

MICHIGAN

FORMER AND

EXISTING SITE

FEATURES

3/4/2020

CRP

CRP

1" = 30'

083103.00

LEGEND

PROPERTY BOUNDARY

NOTES:

1. FORMER SITE FEATURES OBTAINED FROM MALCOLM AND PIRNIE DRAWING TITLED "HISTORIC SITE FEATURES" FIGURE 3, DATED MARCH 2012. EXISTING SITE FEATURES OBTAINED FROM GOOGLE EARTH PRO IMAGERY DATED 4/23/2019 AND SITE

RECONNAISSANCE.

2. AST - ABOVE GROUND STORAGE TANK, UST - UNDERGROUND STORAGE TANK.

3. USTs/ASTs SHOWN ON THIS DRAWING HAVE REPORTEDLY BEEN REMOVED.

4. ALL UTILITY LOCATIONS ARE APPROXIMATE AND WERE OBTAINED FROM MISS DIG DESIGN TICKET #B93100573 AND

MALCOLM AND PIRNIE DRAWING TITLED "SITE BASE MAP" FIGURE 2, DATED MARCH 2012.

EAST HARRISON AVENUE

D E

L A

W A

E

N U

E

GAMER SALOON

230 E. HARRISON

METRO LOFTS

322 E. HARRISON

STATION 3 LOFTS

333 E. PARENT

PROPERTY BOUNDARY

EXISTING BLOCK WALL

XX

EXISTING CHAIN-LINK FENCE

XX

EXISTING CHAIN-LINK TO BE REMOVED

AND RE-INSTALLED

XX

TEMPORARY 6 FT. TALL CHAIN-LINK

SECURITY FENCE

WATER MAIN

STORM SEWER

SANITARY SEWER

GAS

GAS MAIN

EXISTING STRUCTURES

PAVEMENT EDGE

PORTLAND CEMENT CONCRETE

FORMER SITE FEATURES LEGEND

1- 9

20,000 GALLON FUEL OIL AST

10 REMEDIATION SYSTEM

11 CLAY DIKE

12- 13 UST EXCAVATION

3,000 GALLON UST

15 PUMPS

16 LOADING PAD

17 CONCRETE DIKE

18 DIESEL PUMP ISLAND

1,100 GALLON DIESEL AST

20,000 GALLON UNLEADED GAS AST

21-22

16,600 FUEL OIL AST

23-24

16,600 UNLEADED/LEADED GAS AST

25-26

AST (CONTENTS AND SIZE UNKNOWN)

0'

GRAPHIC SCALE: 1" = 30'

30' 60'

UNKNOWN GPR ANOMALY (POTENTIAL UTILITY)

D

MANHOLE/CATCH BASIN/DRAIN

UTILITY POLE

BURIED CABLE

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

SB6

SB1

SB2

SB3

SB4

SB5

SB7

SB8

SB9

SB10

SB11

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

C

A D

D

W G

S E n v r e e c s s o i l a n a l y t i c a l d w g

NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR

CONSENT OF SME

c

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

AND WILL SCALE INCORRECTLY IF PRINTED ON ANY

OTHER SIZE MEDIA

Figure No.

P L

T

E

M a r a m p l a c e

FORMER WAYNE

OAKLAND OIL

REMEDIATION

230 EAST HARRISON

AVENUE, ROYAL OAK,

MICHIGAN

SOIL BORING

SOIL SAMPLE

ANALYTICAL

RESULTS

3/4/2020

CRP

CRP

1" = 30'

083103.00

LEGEND

SITE PROPERTY BOUNDARY

NOTES:

1. CONCENTRATIONS REPORTED IN (µg/kg) AND EXCEED ONE OR MORE PART 201 GENERIC RESIDENTIAL CLEANUP CRITERIA.

2. NAPHTHALENE CONCENTRATIONS SHOWN ARE THE HIGHER OF THE VOLATILE AND SEMI-VOLATILE CONCENTRATIONS.

3. SOIL BORINGS WERE PERFORMED IN JULY 2019.

4. EXISTING SITE FEATURES OBTAINED FROM GOOGLE EARTH PRO IMAGERY DATED 4/23/2019 AND SITE RECONNAISSANCE.

ADJACENT PROPERTY BOUNDARY

EXISTING BLOCK WALL

XX

EXISTING CHAIN-LINK FENCE

XX

EXISTING CHAIN-LINK TO BE REMOVED

AND RE-INSTALLED

XX

TEMPORARY 6 FT. TALL CHAIN-LINK

SECURITY FENCE

EXISTING STRUCTURES

PAVEMENT EDGE

PORTLAND CEMENT CONCRETE

0'

GRAPHIC SCALE: 1" = 30'

30' 60'

EXCAVATION LIMITS

ESTIMATED DEPTH: 10 FT -14 FT

D E

L A

W A

E

N U

E

GAMER SALOON

230 E. HARRISON

SB9 (4.5' - 5.5')

7/25/2019

Dibenzofuran 3,400

1,2,4-Trimethylbenzene 44,000

2-Methylnaphthalene 83,000

Ethylbenzene 7,500

Naphthalene 24,000 n-Butylbenzene 6,000 n-Propylbenzene 4,900 sec-Butylbenzene 2,500

Phenanthrene 6,000

EAST HARRISON AVENUE

SB8-SAT (8.0'-9.0')

7/24/2019

1,2,4-Trimethylbenzene 1,500

Isopropylbenzene 5,000 n-Butylbenzene 11,000 n-Propylbenzene 19,000 sec-Butylbenzene 5,900

SB7-SAT (7.8'-8.5')

7/24/2019 n-Butylbenzene 2,600 n-Propylbenzene 2,400

SB6-SAT (8.0'-9.0')

7/24/2019

Phenanthrene 5,700

1,2,4-Trimethylbenzene 44,000

1,3,5-Trimethylbenzene 6,700

Isopropylbenzene 6,600 n-Butylbenzene 22,000 n-Propylbenzene 14,000 sec-Butylbenzene 10,000

SB5-SAT (8.0'-9.0')

7/24/2019

Phenanthrene 3,500

1,2,4-Trimethylbenzene 26,000

2-Methylnaphthalene 120,000

Isopropylbenzene 6,900

Naphthalene 17,000 n-Butylbenzene 19,000 n-Propylbenzene 14,000 sec-Butylbenzene 11,000

SB4 (6.0'-7.0')

7/24/2019

1,2,4-Trimethylbenzene 120,000

1,3,5-Trimethylbenzene 3,300

2-Methylnaphthalene 300,000

Ethylbenzene 22,000

Isopropylbenzene 8,800

Naphthalene 96,000 n-Butylbenzene 24,000 n-Propylbenzene 21,000

Phenanthrene 18,000 sec-Butylbenzene 12,000

SB3-SAT (8.0'-9.0')

7/24/2019

Phenanthrene 3,400

1,2,4-Trimethylbenzene 39,000

2-Methylnaphthalene 76,000

Ethylbenzene 5,900

Naphthalene 26,000 n-Butylbenzene 7,700 n-Propylbenzene 6,600 sec-Butylbenzene 3,900

SB2 (6.0'-7.0')

7/24/2019

1,2,4-Trimethylbenzene 74,000

1,3,5-Trimethylbenzene 26,000

2-Methylnaphthalene 170,000

Acenaphthene 10,000

Dibenzofuran 11,000

Ethylbenzene 8,900

Fluorene 16,000

Isopropylbenzene 4,100

Naphthalene 63,000 n-Propylbenzene 9,900

Phenanthrene 33,000 sec-Butylbenzene 8,400

SB1 (8.0'-9.0')

7/24/2019

1,2,4-Trimethylbenzene 9,200

1,3,5-Trimethylbenzene 1,400 n-Butylbenzene 6,000 n-Propylbenzene 4,100 sec-Butylbenzene 3,600

SB9

SOIL BORING LOCATION WITH CHEMICAL

CONSTITUENTS IN SOIL ABOVE PART 201

GENERIC RESIDENTIAL CLEANUP CRITERIA

SB10

SOIL BORING LOCATION WITH CHEMICAL

CONSTITUENTS IN SOIL BELOW PART 201

GENERIC RESIDENTIAL CLEANUP CRITERIA

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

SB6

SB1

SB2

SB3

SB4

SB5

SB7

SB8

SB9

SB10

SB11

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

C

A D

D

W G

S E n v r e e c s g w a n a l y t i c a l d w g

NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR

CONSENT OF SME

c

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

AND WILL SCALE INCORRECTLY IF PRINTED ON ANY

OTHER SIZE MEDIA

Figure No.

P L

T

E

M a r a m p l a c e

FORMER WAYNE

OAKLAND OIL

REMEDIATION

230 EAST HARRISON

AVENUE, ROYAL OAK,

MICHIGAN

SOIL BORING

GROUNDWATER

SAMPLE

ANALYTICAL

RESULTS

3/4/2020

CRP

CRP

1" = 30'

083103.00

LEGEND

SITE PROPERTY BOUNDARY

NOTES:

1. CONCENTRATIONS REPORTED IN (µg/kg) AND EXCEED ONE OR MORE PART 201 GENERIC RESIDENTIAL CLEANUP CRITERIA.

2. NAPHTHALENE CONCENTRATIONS SHOWN ARE THE HIGHER OF THE VOLATILE AND SEMI-VOLATILE CONCENTRATIONS.

3. SOIL BORINGS WERE PERFORMED IN JULY 2019.

4. EXISTING SITE FEATURES OBTAINED FROM GOOGLE EARTH PRO IMAGERY DATED 4/23/2019 AND SITE RECONNAISSANCE.

ADJACENT PROPERTY BOUNDARY

EXISTING BLOCK WALL

XX

EXISTING CHAIN-LINK FENCE

XX

EXISTING CHAIN-LINK TO BE REMOVED

AND RE-INSTALLED

XX

TEMPORARY 6 FT. TALL CHAIN-LINK

SECURITY FENCE

EXISTING STRUCTURES

PAVEMENT EDGE

PORTLAND CEMENT CONCRETE

0'

GRAPHIC SCALE: 1" = 30'

30' 60'

EXCAVATION LIMITS

ESTIMATED DEPTH: 10 FT- 14 FT

GAMER SALOON

230 E. HARRISON

SB9 (6.0' - 10.0')

7/25/2019

1,2,4-Trimethylbenzene 19

2-Methylnaphthalene 400

Benzene 6.1

Ethylbenzene 37

Naphthalene 330

Phenanthrene 28

EAST HARRISON AVENUE

SB5 (10.0'-14.0')

7/24/2019

1,2,4-Trimethylbenzene 62

2-Methylnaphthalene 240

Benzene 7.9

Fluorene 15

Naphthalene 110

Phenanthrene 31

SB4 (7.0'-11.0')

7/24/2019

1,2,4-Trimethylbenzene 56

2-Methylnaphthalene 87

Benzene 5.0

Ethylbenzene 20

Naphthalene 56

SB2 (7.0'-11.0')

7/24/2019

1,2,4-Trimethylbenzene 100

2-Methylnaphthalene 160

Benzene 160

Ethylenzene 28

Naphthalene 91

Phenanthrene 3.3

SB1 (8.0'-12.0')

7/24/2019

1,2,4-Trimethylbenzene 100

Dibenzofuran 6.5

Phenanthrene 9.0

SB9

SOIL BORING LOCATION WITH CHEMICAL

CONSTITUENTS IN GROUNDWATER

ABOVE PART 201 GENERIC RESIDENTIAL

CLEANUP CRITERIA

SB10

SOIL BORING LOCATION WHERE

GROUNDWATER WAS NOT SAMPLED

D E

L A

W A

E

N U

SB10 SB9 SB5 SB6 SB7

A A'

E L E

V A

T I O

N

I N

F

E T

E L E

V A

T I O

N

E T

LEAN CLAY

LEAN CLAY

FINE SAND

TOPSOIL

TOPSOIL

PROPERTY

BOUNDARY

SANDY

GRAVEL

FINE SAND

SAND FILL

SAND FILL

CONCRETE

ASPHALT

SB5SB8 SB3 SB2

B B'

E L E

V A

T I O

N

E T

E L E

V A

T I O

N

E T

PROPERTY

BOUNDARY

TOPSOIL

PROPERTY

BOUNDARY

SAND FILL

SAND FILL

FINE SAND

FINE SAND

LEAN CLAY

LEAN CLAY

SB1

SB4

SB11

A

A'

B

B'

SB9

SB6

SB2

SB3SB5

SB7

SB8

SB10

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

C

A D

D

W G

S E n v r e e c s

X

S E

C T

I O

N S d w g

NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR

CONSENT OF SME

c

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

AND WILL SCALE INCORRECTLY IF PRINTED ON ANY

OTHER SIZE MEDIA

Figure No.

P L O

T

D

A T

E

F I L

L

C A

T I O

N

M a r a m p l a c e

FORMER WAYNE

OAKLAND OIL

REMEDIATION

230 EAST HARRISON

AVENUE

ROYAL OAK,

MICHIGAN

STRATIGRAPHIC

CROSS SECTIONS

3/6/20

JAB/CRP

CTV/CRP

AS SHOWN

083103.00

ASPHALT

SAND FILL

LEGEND

CONCRETE

FINE SAND

SANDY GRAVEL

LEAN CLAY

STAINING AND ODORS

WATER TABLE

ELEVATION

APPROXIMATE

EXCAVATION

LIMITS

CROSS SECTION A-A'

CROSS SECTION B-B'

VERTICAL SCALE: 1" = 6'

HORIZONTAL SCALE: 1" = 30'

LOCATION MAP

SCALE: 1" = 80'

NOTES:

1. SOIL STRATUM TYPE AND ELEVATIONS AREA INFERRED

BETWEEN SOIL BORING LOCATIONS AND MAY VARY.

2. WATER TABLE ELEVATION INFERRED FROM SME JULY 2019 SOIL

BORINGS.

3. EXCAVATION LIMITS ARE AT A 5 FOOT OFFSET FROM PERIMETER

FENCING AND EXISTING BLOCK WALL. CONTRACTOR SHALL

MAINTAIN AN EXCAVATION SIDE SLOPE OF 1H:1V OR

SHALLOWER AS CONDITIONS WARRANT TO MAINTAIN A STABLE

SIDEWALL.

VERTICAL SCALE: 1" = 6'

HORIZONTAL SCALE: 1" = 30'

TOPSOIL

X

X

X

X

X

X

X

X

X

X

X

X

X

OH

OH

O

H

O

H

D

D

D

D

D

D

D

D

D

D

X

X

X

X

X

X

X

X

X

SB1

SB2

SB3

SB4

SB5

SB6

SB7

SB8

SB9

SB10

SB11

BM

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

C

A D

D

W G

S E n v r e e c s

E

X C

A V d w g

NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR

CONSENT OF SME

c

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

AND WILL SCALE INCORRECTLY IF PRINTED ON ANY

OTHER SIZE MEDIA

Figure No.

P L

T

E

M a r a m p l a c e

FORMER WAYNE

OAKLAND OIL

REDMEDIATION

230 EAST HARRISON

AVENUE, ROYAL OAK,

MICHIGAN

EXCAVATION PLAN

3/6/20

CRP/JAB

CRP

AS SHOWN

083103.00

LEGEND

SITE PROPERTY BOUNDARY

ESTIMATED DEPTH: 10 FT - 14 FT

EAST HARRISON AVENUE

D E

L A

W A

E

N U

E

GAMER SALOON

230 E. HARRISON

METRO LOFTS

322 E. HARRISON

STATION 3 LOFTS

333 E. PARENT

ADJACENT PROPERTY BOUNDARY

EXISTING BLOCK WALL

XX

EXISTING CHAIN LINK FENCE

XX

EXISTING CHAIN LINK TO BE REMOVED

AND RE-INSTALLED

XX

TEMPORARY 6 FT. TALL CHAIN LINK

SECURITY FENCE

WATER MAIN

STORM SEWER

SANITARY SEWER

GAS

GAS MAIN

EXISTING STRUCTURES

PAVEMENT EDGE

PORTLAND CEMENT CONCRETE

0'

GRAPHIC SCALE: 1" = 30'

30' 60'

UNKNOWN GPR ANOMALY (POTENTIAL UTILITY)

EXCAVATION LIMITS

D

MANHOLE/CATCH BASIN/DRAIN

UTILITY POLE

BURIED CABLE

APPROXIMATE SOIL BORING LOCATION

EXCAVATION BOTTOM (ESTIMATED DEPTH = 10'-14')

SLOPE, 1H:1V

OR SHALLOWER AS CONDITIONS WARRANT

NOTES:

1. CONTRACTOR SHALL TAKE PROPER PRECAUTIONS TO PROTECT ABOVE AND BELOW GROUND UTILITIES , EXISTING SIDEWALKS, EXISTING SITE FEATURES, AND ADJACENT PROPERTY AND STRUCTURES.

2. THE CONTRACTOR SHALL UTILIZE THE MISS DIG SYSTEM TO LOCATE ALL UNDERGROUND UTILITIES AT LEAST 3 WORKING DAYS PRIOR TO COMMENCEMENT OF WORK.

3. SAWCUT CONCRETE AND HMA PAVEMENTS AT THE LOCATIONS SHOWN ON THE DRAWINGS.

4. EXCAVATION LIMITS ARE AT A 5 FEET OFFSET FROM PERIMETER FENCING AND EXISTING BLOCK WALL. CONTRACTOR SHALL MAINTAIN AN EXCAVATION SIDE SLOPE OF 1 VERTICAL TO 1 HORIZONTAL OR SHALLOWER AS CONDITIONS WARRANT TO

MAINTAIN A STABLE SIDE SLOPE. PRIOR TO ANY PERSONS ENTERING THE EXCAVATION AND AT THE END OF EACH DAY THE SIDE WALLS OF THE EXCAVATION SHOULD BE BACKFILLED TO 1 VERTICAL TO 2 HORIZONTAL SLOPE.

5. THE CONTRACTOR SHALL CONTACT THE OWNER OF ANY UTILITIES ENCOUNTERED DURING EXCAVATION TO DETERMINE COURSE OF ACTION. INACTIVE UTILITIES WITH UNKNOWN OWNER SHALL BE CUT AND CAPPED AT THE EXCAVATION LIMITS.

6. THE PROFESSIONAL SHALL PERFORM PERIMETER AIR MONITORING UTILIZING A PHOTOIONIZATION DECTECTOR (PID) TO SCREEN AMBIENT AIR FOR VOLATILE ORGANIC COMPOUNDS (VOCs). THE CONTRACTOR SHALL SUPPRESS SITE ODORS USING

ODOR SUPPRESSING FOAM AS DEEMED NECESSARY BY THE PROFESSIONAL.

7. THE EXISTING HANDICAP SIGN AND NORTHERN PERIMETER FENCE SHOWN ABOVE, SHALL BE REMOVED AND STORED UNDAMAGED FOR RE-INSTALLATION DURING SITE RESTORATION.

8. ALL UTILITY LOCATIONS ARE APPROXIMATE AND WERE OBTAINED FROM MISS DIG DESIGN TICKET #B93100573 AND MALCOLM AND PIRNIE DRAWING TITLED "SITE BASE MAP" FIGURE 2, DATED MARCH 2012.

9. EXISTING SITE FEATURES OBTAINED FROM GOOGLE EARTH PRO IMAGERY DATED 4/23/2019 AND SITE RECONNAISSANCE.

EXISTING HANDICAP SIGN

SAWCUT PAVEMENT

BM

BENCHMARK AT SE PATIO DOOR AT GROUND

SURFACE (ASSUMED ELEVATION = 100.0 FT)

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

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

C

A D

D

W G

S E n v r e e c s r e s t d w g

NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR

CONSENT OF SME

c

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

AND WILL SCALE INCORRECTLY IF PRINTED ON ANY

OTHER SIZE MEDIA

Figure No.

P L

T

E

M a r a m p l a c e

FORMER WAYNE

OAKLAND OIL

REMEDIATION

230 EAST HARRISON

AVENUE, ROYAL OAK,

MICHIGAN

SITE RESTORATION

3/6/20

CRP

CRP

1" = 30'

083103.00

LEGEND

SITE PROPERTY BOUNDARY

NOTES:

1. SURFACES SHOULD BE GRADED TO MATCH PRE-CONSTRUCTION CONDITIONS.

2. ANY DAMAGE OR DISTURBANCE TO PUBLIC AND/OR ADJACENT PARCELS SHALL BE REPAIRED TO PRE-CONSTRUCTION

CONDITIONS AT THE SOLE EXPENSE OF THE CONTRACTOR.

3. EXISTING SITE FEATURES OBTAINED FROM GOOGLE EARTH PRO IMAGERY DATED 4/23/2019 AND SITE RECONNAISSANCE.

ADJACENT PROPERTY BOUNDARY

EXISTING BLOCK WALL

XX

EXISTING CHAIN LINK FENCE

XX

EXISTING CHAIN LINK TO BE REMOVED

AND RE-INSTALLED

XX

TEMPORARY 6 FT. TALL CHAIN LINK

SECURITY FENCE

EXISTING STRUCTURES

PAVEMENT EDGE

PORTLAND CEMENT CONCRETE

0'

GRAPHIC SCALE: 1" = 30'

30' 60'

GAMER SALOON

230 E. HARRISON

EAST HARRISON AVENUE

D E

L A

W A

E

N U

E

6" OF TOPSOIL - SEEDED AND MULCHED

4" OF HOT MIX ASPHALT

4" OF PORTLAND CEMENT CONCRETE

WITH 6X6 8/8 WWF

PAVEMENT MARKINGS TO MATCH

PRE-CONSTRUCTION CONDITIONS

RE-INSTALL HANDICAP SIGN

RE-INSTALL CHAIN-LINK FENCE

NOT TO SCALE

TYPICAL BACKFILL CROSS-SECTION

NOT TO SCALE

HMA PAVEMENT CROSS-SECTION

NOTE: APPLY TACK COAT OF SS-IH (0.05 GALLONS/S.Y.) BETWEEN ALL HMA LAYERS, VERTICAL CONCRETE AND HMA SURFACES, AND ALL EMBEDMENTS. ALL SURFACE SHALL BE FREE OF DIRT AND DEBRIS PRIOR TO PLACEMENT OF TACK AND HMA.

2'

MDOT CLASS II SAND COMPACTED TO 95% OF MAXIMUM

DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR

TEST.

EXCAVATION SIDEWALL

EXCAVATION SIDEWALL

MIN. 2" MDOT 36A COMPACTED OVER MIN.

2" MDOT 13A COMPACTED TO 92% TO 96%

OF THE THEORETICAL MAX. DENSITY (TMD)

AS DETERMINED BY THE JOB MIX FORMULA

(JMF)

8 INCHES OF MDOT 21AA CRUSHED

LIMESTONE COMPACTED TO 95% OF

MAXIMUM DRY DENSITY AS DETERMINED BY

THE MODIFIED PROCTOR TEST

2'

6 INCHES OF TOPSOIL - SEEDED AND

MULCHED

PORTLAND CEMENT CONCRETE CROSS-SECTION

EXCAVATION SIDEWALL

MDOT CLASS II SAND COMPACTED TO 95%

OF MAXIMUM DRY DENSITY AS DETERMINED

BY THE MODIFIED PROCTOR TEST.

MIN. 4" 4000 PSI PORTLAND CEMENT

CONCRETE AIR ENTRAINED TO 5% TO 8%

WITH MAX. SLUMP OF 6". REINFORCED WITH

6X6 8/8 WWF AT MIDPOINT OF SLAB. 6" MIN

CLEAR COVER AT SLAB EDGE.

8 INCHES OF MDOT 21AA CRUSHED

LIMESTONE COMPACTED TO 95% OF

MAXIMUM DRY DENSITY AS DETERMINED BY

THE MODIFIED PROCTOR TEST

NOT TO SCALE

2'

CLAY WITH MIN. PLASTICITY INDEX (PI) OF 7. COMPACTED TO 95%

OF MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED

PROCTOR TEST WITHIN +/- 2% OF OPTIMUM MOISTURE CONTENT.

CLAY WITH MIN. PLASTICITY INDEX (PI) OF 7. COMPACTED TO 95%

OF MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED

PROCTOR TEST WITHIN +/- 2% OF OPTIMUM MOISTURE CONTENT.

CLAY WITH MIN. PLASTICITY INDEX (PI) OF 7. COMPACTED TO 95%

OF MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED

PROCTOR TEST WITHIN +/- 2% OF OPTIMUM MOISTURE CONTENT.

MDOT CLASS II SAND COMPACTED TO 95%

OF MAXIMUM DRY DENSITY AS DETERMINED

BY THE MODIFIED PROCTOR TEST.