figure3 5 tce in groundwater.mxd 1/18/2017 ag017958 · 221 sunset phase 1 sitewide soil vapor...

5
# # # # # # # # # # ! ? ! ? ! ? ! ? ! ? ! ? ! ? & < & < & < & < & < & < & < & < & < & < & < & < & < & < & < & < & < & < & < & < & < & < & < & < & < & < & < & < & < Dawson Road Mulberry Drive Sunset Drive MW-104 (3.7-5.7 ft bgs) Apr 2016 - 0.92 Oct 2016 - NS SV06 (3.2-4.2 ft bgs) Sept 2016 - 0.094 J SV01 (4-5 ft bgs) Sept 2016 - 0.1 U SV02 (3-4 ft bgs) Sept 2016 - 0.1 U SV04 (3.5-4.5 ft bgs) Sept 2016 - 0.1 U SV05 (5-6 ft bgs) Sept 2016 - 0.1 U SV10 (5.9-6 ft bgs) Sept 2016 - 0.1 U SV11 (7.4-7.5 ft bgs) Sept 2016 - 0.1 U MW-101 (23.7-33.7 ft bgs) Apr 2016 - 73 Oct 2016 - NS MW-102 (7.7-12.7 ft bgs) Apr 2016 - 0.51 J Oct 2016 - 0.12 MW-106 (5.7-12.7 ft bgs) Apr 2016 - 140 Oct 2016 - 34 Figure 3-5 TCE Concentrations in Groundwater Phase I Sitewide Soil Vapor Investigation Report 221 Sunset Drive, Camdenton, MO / 0 200 100 Scale in Feet \\Brookside\GIS_SHARE\ENBG\00_Proj\M\Modine_Manufacturing\Modine_Manufacturing_478510\MapFiles\Sitewide_Investigation_Report\Updated_MXDs\Figure3_5_TCE_in_Groundwater.mxd 1/18/2017 ag017958 Notes: 1. Results are presented in micrograms per liter (μg/L). 2. Bold result indicates that the chemical was detected at the value reported. 3. ft bgs = feet below ground surface 4. NS = not sample, groundwater not present 5. J = The analyte was positively identified; the associated numerical value is the approximate concentration of the analyte in the sample. 6. TCE = trichloroethene 7. U = The analyte was analyzed for but was not detected above the reported sample quantitation limit. BASE MAP SOURCE: USDA, Farm Service Agency (FSA), National Agriculture Imagery Program (NAIP), 2014 Legend & < Monitoring Well ! ? Sanitary Sewer Manhole # Exterior Soil Vapor Probe Sanitary Sewer Line

Upload: others

Post on 21-May-2020

3 views

Category:

Documents


0 download

TRANSCRIPT

#

#

#

## #

#

#

#

#

!?

!?

!?

!?

!?

!?

!?

&<&<

&<&<

&<&<&<&<&<

&<&<

&<&<&<&<

&<&<

&<

&<

&<

&<&<

&<&<

&<

&<&<

&<&<

Daws

on R

oad

Mulberry Drive

Sunset Drive

MW-104(3.7-5.7 ft bgs)Apr 2016 - 0.92Oct 2016 - NS

SV06 (3.2-4.2 ft bgs)Sept 2016 - 0.094 J

SV01 (4-5 ft bgs)Sept 2016 - 0.1 U

SV02 (3-4 ft bgs)Sept 2016 - 0.1 U SV04 (3.5-4.5 ft bgs)

Sept 2016 - 0.1 U

SV05 (5-6 ft bgs)Sept 2016 - 0.1 U

SV10 (5.9-6 ft bgs)Sept 2016 - 0.1 U

SV11 (7.4-7.5 ft bgs)Sept 2016 - 0.1 UMW-101

(23.7-33.7 ft bgs)Apr 2016 - 73Oct 2016 - NS

MW-102(7.7-12.7 ft bgs)

Apr 2016 - 0.51 JOct 2016 - 0.12

MW-106(5.7-12.7 ft bgs)Apr 2016 - 140Oct 2016 - 34

Figure 3-5TCE Concentrations in Groundwater

Phase I Sitewide Soil Vapor Investigation Report221 Sunset Drive, Camdenton, MO/

0 200100

Scale in Feet

\\Brookside\GIS_SHARE\ENBG\00_Proj\M\Modine_Manufacturing\Modine_Manufacturing_478510\MapFiles\Sitewide_Investigation_Report\Updated_MXDs\Figure3_5_TCE_in_Groundwater.mxd 1/18/2017 ag017958

Notes:1. Results are presented in micrograms per liter (µg/L).2. Bold result indicates that the chemical was detected at the value reported.3. ft bgs = feet below ground surface4. NS = not sample, groundwater not present5. J = The analyte was positively identified; the associated numerical value is the approximate concentration of the analyte in the sample.6. TCE = trichloroethene7. U = The analyte was analyzed for but was not detected above the reported sample quantitation limit.

BASE MAP SOURCE:USDA, Farm Service Agency (FSA), NationalAgriculture Imagery Program (NAIP), 2014

Legend&< Monitoring Well!? Sanitary Sewer Manhole# Exterior Soil Vapor Probe

Sanitary Sewer Line

!?

!?!?

!?

!?!?

!?

!?

&<&<

&<&<

&<&<&<&<&<

&<&<

&<&<&<&< &<&<

&<

&<&<

&<&<

&<&<

&<

&<&<

&<&<#*

#*

#*

#* #* #*#*

#*

#* #*

#*

Hulett Lagoon

FormerManufacturing

Facility

MW-111SMW-111D

MW-116SMW-116D

MW-117SMW-110DMW-110S

MW-109DMW-109S

MW-108SMW-108D

MW-115DMW-119D

MW-119SMW-100 MW-101

MW-102MW-103

MW-104MW-107

MW-106MW-105

MW-114SMW-114D

MW-118S

MW-112SMW-112D

MW-113SMW-113D

Suns

et La

ne

Forestway Drive

Oak Hill Drive

Mulberry Drive

Daws

on R

oad

Sunset Drive

Bent Tree Lane

SV18

SV12SV13

SV14

SV16SV17

SV15

SV19

SV07

SV06

SV08

SV01

SV02

SV03

SV04

SV05

SV10 SV09

SV11

B'

B

C'

C

A A'

FIGURE 4-1Cross-Section Transects

Phase I Sitewide Soil Vapor Investigation Report221 Sunset Drive, Camdenton, MO/

0 200 400Feet

\\Brookside\GIS_SHARE\ENBG\00_Proj\M\Modine_Manufacturing\Modine_Manufacturing_478510\MapFiles\Sitewide_Investigation_Report\Updated_MXDs\Figure4_1_Cross_Section_Lines.mxd ag017958 1/17/2017

Legend&< Monitoring Well#* Exterior Soil Vapor Probe!? Sanitary Sewer Manhole

Sanitary Sewer Line

Cross-Section Transect A-A'Cross-Section Transect B-B'Cross-Section Transect C-C'

BASE MAP SOURCE:USDA, Farm Service Agency (FSA), National AgricultureImagery Program (NAIP), 2014

EN1117161155MKE Fig4-2_A-A'_Sunset_v4.ai 04.27.17 tdaus

Figure 4-2 Cross Section A-A'Phase I Sitewide Soil Vapor Investigation Report221 Sunset DriveCamdenton, Missouri

980

AWest

Feet

abo

ve m

ean

sea

leve

l

Approximate Distance in Feet

960

940

920

900

880

8600 60 120 180 240 540300 360 420 480 840600 660 720 780

980

A'East

960

940

920

900

880

860

MW

-119

SM

W-1

19D

MW

-115

D

SV01

SV02 SV

03MW

-108

DM

W-1

08S

MW

-109

SM

W-1

09D

MW

-111

SM

W-1

11D

MW

-110

SM

W-1

10D

SV14

MW

-117

S

MW

-101

MW

-102

SV18

Topsoil

Clay (Sandy clay and silty clay)

Chert (Sand with chert and clay with chert)

>50% Sand (Clayey sand and silty sand)

Gravel

Weathered Rock

Bedrock

Legend

2,550

5,260

2,800134,000

2,180 3,510

2,550

16,80016,800

8,0308,030

5,260

116,000116,000

447,000447,000

2,800134,000

145,000145,000

2,180 3,510

9,1809,180

Well Screen

Sewer Manhole

Exterior Soil Vapor Probe

TCE in soil vapor (μg/m³)3,120

5.79–1205.79–120

NSNS

Notes:NS = not sampled due to water in probeTCE = trichloroetheneµg/m3 = micrograms per cubic meter

32.9–49332.9–493NSNS

132,000132,000

Cross-section transect depicting generalized/simplified representations of subsurface geologic conditions beneath the site.

Figure 4-3 Cross Section B-B'Phase I Sitewide Soil Vapor Investigation Report221 Sunset DriveCamdenton, Missouri

Feet

abo

ve m

ean

sea

leve

l

Approximate Distance in Feet

980

B South

970

960

950

940

930

920

980

970

960

950

940

930

9200 40 80 120 320160 200 240 280 360 400 440 480

B'North

MW

-114

SM

W-1

14D

MW

-113

SM

W-1

13D M

W-1

12S

MW

-112

D

MW

-116

DM

W-1

16S

MW

-111

DM

W-1

11S

Topsoil

Clay (Sandy clay and silty clay)

Chert (Sand with chert and clay with chert)

>50% Sand (Clayey sand and silty sand)

Weathered Rock

Bedrock

Legend

SV8

SV7

SV6 SV

5

EN1117161155MKE Fig4-3_B-B'_Sunset_v4.ai 04.27.17 tdaus

Cross-section transect depicting generalized/simplified representations of subsurface geologic conditions beneath the site.

49,500

255,000

3,120

8,6803,510

49,500

80.3–8,03080.3–8,030

360,000360,000

255,000

91,80091,800

3,120

255,000255,000

8,680

31,40031,400

3,510

9,1809,180

Well Screen

Sewer Manhole

Exterior Soil Vapor Probe

TCE in soil vapor (μg/m³)3,120

Notes:ND = TCE not detected in soil vaporTCE = trichloroetheneµg/m3 = micrograms per cubic meter

15,700–119,00015,700–119,000

31.7–40531.7–405 ND–3.88ND–3.88

Figure 4-4 Cross Section C-C'Phase I Sitewide Soil Vapor Investigation Report221 Sunset DriveCamdenton, Missouri

Feet

abo

ve m

ean

sea

leve

l

Approximate Distance in Feet

980

C Southeast

970

960

950

940

930

980

970

960

950

940

930500 100 150 200 450250 300 350 400 500 550 600 650

C'Northwest

MW

-118

S

MW

-117

S

MW

-110

DM

W-1

10S

MW

-103

MW

-104

?

?

?

??

?

MW

-105

SV12

SV14

SV16

SV11

Well Screen

Sewer Manhole

Exterior Soil Vapor Probe

Topsoil

Clay (Sandy clay and silty clay)

Chert (Sand with chert and clay with chert)

Fresh Chert and Limestone

>50% Sand (Clayey sand and silty sand)

Weathered Rock

Bedrock

Legend

SV18

EN1117161155MKE Fig4-4_C-C'_Sunset_v4.ai 04.27.17 tdaus

Cross-section transect depicting generalized/simplified representations of subsurface geologic conditions beneath the site.

1,270,000 2,180134,000

7,540150

1,270,000 2,180134,000

726,000726,000

145,000145,000

7,540150

TCE in soil vapor (μg/m³)3,120

Notes:TCE = trichloroetheneµg/m3 = micrograms per cubic meter

NSNS