snell environmental group, inc. · snell environmental group, inc. 261615 september 14, 1999 ms....

SNELLENVIRONMENTALGROUP, INC.

261615

September 14, 1999

Ms. Beth O'BrienProject ManagerMichigan Department of Environmental QualitySuperfund SectionKnapp's CentreLansing, Michigan 48909-4726

RE: Verona Well FieldField DataSEG#: 9841-5480.13

Dear Ms. O'Brien:

Snell Environmental Group, Inc. (SEG) is pleased to provide the attached field data collected duringmonitoring well installation at the Verona Well Field Site in Battle Creek, Michigan. Per yourrequest I have attached seven (7) copies all field notes, soil boring logs/monitoring well constructionforms, and survey results. In addition, I've included a map of the newly installed wells based on therecent survey. This map was generated in ArcView (v3.1) and electronic copies of the associatedfiles are also included.

If you have any questions, please do not hesitate to contact the undersigned.

Very truly yours,

SNELL ENVIRONMENTAL GROUP, INC.A DLZ Company

>ean M. RichburgProject Geologist

*WV

AnovPilakulakProject Manager

SMR/AK7

Enclosure

MONITORING WELL LOCATION MAP

0 200 400 600 Feet

3 DEQ Well ClusterH Current Sentinal Monitoring WellsH Current Southern Blocking Wells• Current Northern Blocking Wells

DEQ Well Cluster Location MapVerona WellfieldBattle Creek, Michigan

Figure 1A DLZ Company

Michigan - Ohio - Indiana

SURVEY RESULTS

Civil Enolncorlna • SurveyingPlanning • Environmental Services

A T W E L L - H I C K S , I N C .

SuilO 201123 Brlghlon Lake Road

•• Brinntoo. Miohinan 48116810 295 6000 • FAX: 810 225 9600

- VERONA WELL FIELD SITEBATTLE CREEK, MICHIGAN

• All wells were located using the following control points provided by Sncll EnvironmentalGroup, Inc. (SEG):

GMP-5I: N= 15,383,572.60 E = 2,142,841.50 (SPCS)GMP-3I: N- 15,383,062.30 E = 2,142,618.00 (SPCS)CH-136: N = 15,385,245.74 E = 2,142,636.01 (SPCS)BLDG. COR.: N - 15,385,239.81 E = 2,142,539.64 (SPCS)BENCHMARK (TOP OP MANHOLE) - 835.35 (NAVD88)

NUMBER NORTHING

NUMBER NORTHING

NUMBER NORTHING

DEQ-3ADEQ-3BDEQ-3CDEQ-3D

15,382,993.815,382,993.815,382,995.015,382,995.0

PEO-1 CLUSTER

EASTING GROUND TOP/CASING

DEQ-1ADEQ-1BDEQ-ICDEQ-1D

15,384,991.515,384,991.515,384,980.615,384,980.6

2,142,619.42,142,619.42,142,616.12,142,616.1

834.4834,4834.4834.4

836.54836.65836.35836.11

DEQ-2 CLUSTER

EASTING GROUND

DttO-3 CLUSTER

EASTING

2,141,822.62,141,822.62,141,830.42,141,830.4

838.0838.0838.0838.0

TOP/CASING

DEQ-2ADEQ-213D12Q-2CDEQ-2D

15,384,934.415,384,934.415,384,942.415,384,942.4

2,143,472.12,143,472.12,143.467.82,143,467.8

830.3830.3830,3830.3

832.51832.59832.34832.54

GROUND TOP/CASING

840.03840.09840.03839.96

Ann Arbor 734 V94 4000 Ortghton 810 225 6000 Washington Township 810 786 5800

NUMBER NORTHING

DEQ-5ADEQ-5BDEQ-5CDEQ-5D

NUMBER

DEQ-6

DEO-4 CLUSTER

EASTING GROUND TOP/CASING

DEQ-4ADEQ-4BDHQ-4C

15,383,195.215,383,189.215,383,189,2

2,142,001.72,142,006.12,142,006.1

837.0837.0837.0

838.89839.00839.08

NUMBER NORTHING

15,383,402.015,383,402.015,383,392.815,383,392.8

NORTHING

15,383,712.6

DEO-S CLUSTER

EASTING

2,142,263.72,142,263,72,142,265.52,142,265.5

DEO-6 CLUSTER

GROUND TOP/CASING

835.6835.6835.6835.6

EASTING GROUND

2,142,576.9 834.3

DEO-7 CLUSTER

NUMBER NORTHING EASTING

DEO-8 CLUSTER

NUMBER NORTHING EASTING

837.44837.79837.65837.83

TOP/CASING

836.47

GROUND TOP/CASING

DEQ-7ADEQ-7BDUQ-7CDEQ-7D

15,384,066.815,384,066.815,384,063.715,384,063.7

2,142,742.02,142,742.02,142,751.52,142,751.5

828.1828.1828.1828.1

829.84829.98829.75830.01

GROUND TOP/CASING

DEQ-8ADEQ-8BDBQ-8CDEQ-8DDEQ-8EE31

15,384,006.015,384,005.015,384,005.015,384,010.015,384,010.015,384,254.3

2,143,085.82,143,095.02,143,095.02,143,091.82,143,091.82,143,247.1

836.6836.6836.6836.6836.6834.7

839.11838.93838.84838.87838.98837.46

DAILY FIELD REPORTS

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A 012 CompanyMichigan Ohio Indiana

JOB NUMBER

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ENGINEERS • SCIENTISTS • FLWiERS

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SOIL BORING LOGS/MONITORING WELL CONSTRUCTION FORMS

1I!IJU|Mlit HUll

ISNELL ENVIRONMENTALI GROUP, INC.

Verona Wellfield, 250 Brigden Dr, Battle Creek, MMDEQ-Superfund

9841-5480-13

Northing.

Easting:

Feet

1

1

1:

1

1-

1

1

1

u

15

2C

o

1

2

3-

4 -

5 -

6 -

7 -

8 -

9 -

g

1 -

I .

3 -

5 -

7 -

A& 8 = 15,384,991. 5

A& 6 = 2,142,619.4

PID REC(ppm) (ft)

Samp.Type

DEQ-1 (A and B)

(Page 1 of 5)

Client : MDEQ Drilling Co.

Geologist : John Greene Driller

Date : 7/7 and 7/8/99 Drill Method

TOC Elev (ft) ' A~836 54' B~836 65 DTW (ft)

DRAFF COPY

1

1

2

3

2'

4'

7.8'

1

•::

'•'.'•'.'•

'•'_'-'

OL

SP

SP

SM

SM

SP

SP

SP

SP

SP

SS

CS

CS

CS

0-0.3' Topsoil.

0.3-1 .0' Tan, Few Orange Mottles, Very Fine SAND.

1-3' White-Tan.Orange Mottles, Very Fine SAND.

3-6' Light Brown Silty Very Fine SAND, Dry-moist.

6-7' Light Brown Silty Fine SAND, Dry-Moist.

7-7.6' Tan Very Fine SAND, Trace Silt, Dry-moist.

7.6-10' Mottled Tan, White and Orange Very Fine SAND,Trace Fine to Medium Sand, Trace Silt, Moist-Dry.

10-11.5' Light Brownish Gray Very Fine SAND, Trace Silt,Trace Sandstone Fragments, Moist.

1 1 .5-13' Mottled Orange-Gray Very Fine SAND, Trace Silt,Trace Sandstone Fragments, Moist.

13-14' Light Gray Very Fine SAND, Trace Silt, TraceSandstone Fragments, Moist.

14' -145' SANDSTONE (Marshall). Argillaceous,micaceous (muscovite), quartzose sandstone. Very finegrained with carbonate cementation (increasingdecementation towards the top). Gray with orangeoxidation in some areas with discontinuities. Generallylaminated to very thinly bedded with a few depths thinly tomoderately bedded. Moderately hard to hard. Mostfractures in the core are horizontal along the beddingplanes, and appear to be mostly core induced with a fewto some natural fractures. The low angle and verticalfractures are all or mostly natural.

: Bowser-Morner

: John Filbrun

: VersaSonic

:A=24.07'; 6=25.15'

s : A,B

0

'•

•

•

±: te.

•I

U|

itH| SNELL ENVIRONMENTALi GROUP, INC.IH ADUConan,


9841-5480-13

Northing

Easting

Feet

2

2

2

2

2

2

2

2

2

2

3

3

3;

3:

3'

3.

3f

3"

3fi

3£

40

0

1

2

3

4

5-

6 -

7 -

3 -

3 -

3

-

? .

3 -

t -

r .

-

:A& 8 = 15, 384,991. 5

: A& 6 = 2,142,619.4

PID(ppm)

REC

(ft)

Samp.Type

DEQ-1 (A and B)

(Page 2 of 5)



- TOC Elev (ft) A-836 54' B~836 65 DTW (ft)

DRAFT COPYI

4

5

0'

7.3'

ss

CS

CS

14-20' - Rock broken into small pieces (<0.04' thick).No Recovery 20-30'.

30-37.3'- Fractures every 0.03' to 0.3' along beddingplanes.

: Bowser-Morner: John Filbrun: VersaSonic:A=24.07'; 6=25.15'

i >: A,B

0

'•'•

1IIliillJiinISNELL ENVIRONMENTAL

J GROUP, INC.IH awtaw


9841-5480-13

Northing: A & B = 1 5,384,991 .5

Easting: A& B = 2,142,619.4

Feet

4

4

4

4

4

4

4

4

4

I 4'

5(

51

52

5:

5^

5£

56

57

58

59

60

o

1

2

3

4

5 -

6 -

1 -

3 -

J -

D -

-

>

1-

-

_

PID(ppm)

REC

(ft)

Samp.Type

DEQ-1 (A and B)

iClient : MDEQ Drilling Co.


TOC Elev (ft) ' A=836 54' B=836 65 DTW (ft)

mm vm

6

7

8.8'

3.9'

• -

ss

CS

CS

40-48.7'- Fractures every 0.04' to 0.4' along beddingplanes.

45.5' Two natural fractures that cross at low angles.

48.2' Pyrite nodule.

50-53.9' Fractures every 0.04' to 0.13' along beddingplanes.

. B: Jc: V:A

s

0

-.

-

(Page 3 of 5)

owser-Mor

)hn Filbrun

ersaSonic

~24 07'1 B"

ner

=25.15'

A,B

•

S ireen

SNELL ENVIRONMENTALGROUP, INC. DEQ-1 (A and B)

(Page 4 of 5)


9841-5480-13

Northing: A& 6=15,384,991.5

Easting: A& 6 = 2,142,619.4

ClientGeologistDateTOC Elev. (ft)

:MDEQ

: John Greene

: 7/7 and 7/8/99

: A=836.54; 8=836.65

Drilling Co.

Driller

Drill Method

DTW(ft)

: Bowser-Morner

: John Filbrun

: VersaSonic

:A=24.07'; 8=25.15'

Feet

60

61

62

63

64

65

66

67

68

69-

70-

71 •

72-

73-

74-

75-

76-

77-

78-

79-

80

PID(ppm)

REC(ft)

DRAFT COPYSamp.Type

10'

3.4'

SS

CS

cs

60-70' Fractures every 0.04' to 0.7, fewer bedding planesthan above. Solution pitting/vugs of fossils in sandstone.

67-69' Higher clay/silt content in sandstone.

70-73.8' Sandstone fragments, generally less than 0.2' indiameter with one core piece 0.7' long.

:0

A,6


(Page 5 of 5)


9841-5480-13

Northing: A & B = 15,384,991.5

Easting: A & B = 2,142,619.4

Client

GeologistDate

TOC Elev. (ft)

:MDEQJohn Greene

: 7/7 and 7/8/99: A=836.54; 8=836.65

Drilling Co.DrillerDrill MethodDTW(ft)

: Bowser-Morner: John Filbrun: VersaSonic:A=24.07'; B=25.15'

Feet

80

81

82

83

84

85

86

87

88

89

90

91

92

93

94

95

96

97

98-

99-

100

PID(ppm)

REC

(ft)

Samp.Type

T

10

11

8.4'

7.8'

ss

cs

cs

80-88.4' has fewer bedding planes, and much lesssolution features.

80- 82' Fractures every 0.02' along bedding planes to 0.2'.

82- 87.5' Fractures every 0.2' to 0.9' along beddingplanes.

87.5- 88.4' Fractures every 0.04' to 0.2' along beddingplanes.

90- 95' has few fractures, but sandstone fragments in thetop 0.7' and bottom 0.3'.

95-97.8' Fractures every 0.0V to 0.2' along bedding planes

A,B

:0

- Screen


AOLZCwwn,

DEQ-1 (C and D)

(Page 6 of 8)

fVerona Wellfield, 250 Brigden Dr, Battle Creek, MMDEQ-Superfund

9841-5480-13

Northing: C & D = 15,384,980.6

Easting: C & D = 2,142,616.1

Client

GeologistDateTOC Elev. (ft)

:MDEQ: John Greene: 7/7 and 7/8/99: C=836.35; 6=836.11

Drilling Co.Driller

Drill MethodDTW(ft)

: Bowser-Morner: John Filbrun: VersaSonic: C=24.29'; 0=24.27'

Feet

100

101

102

103

104

105

106

107-

108-

109-

110-

111 -

112-

113-

114-

115-

116-

117-

118-

119-

120

PID(ppm)

REC

(ft)

DRAFT COPYSamp.Type

SS

cs

cs

100-102' Fractures every 0.0'1 to 0.1'along beddingplanes.

102-103.5' Fractures every 0.3' to 0.4'.

103.5-109' Fractures every 0.3' to 1.0'.

110-112' Fractures every 0.04' to 0.2' along beddingplanes.

s:

:0

C,D



9841-5480-13

DEQ-1 (C and D)

(Page 7 of 8)

Northing: C & D = 15,384,980.6

Easting: C & D = 2,142,616.1

Client

Geologist

Date

TOC Elev. (ft)

:MDEQ

: John Greene

: 7/7 and 7/8/99

:C=836.35; B=836.11

Drilling Co.

Driller

Drill Method

DTW(ft)

: Bowser-Morner

: John Filbrun

: VersaSonic

: C=24.29'; 0=24.27'

Feet

120

121

122

123

124

125

126

127-

128-

129-

130-

131 -

132-

133-

134-

135-

136-

137-

138-

139-

140

PID(ppm)

REC(ft)

Samp.Type

7.8'

SS

cs

cs



125-126' No fractures.


130' to 135' = Fractures every 0.08' to 0.2' along beddingplanes.

135' to 137.5' Fractures every 0.2' to 0.4'.

C,D

:0

:reen

-Screen

SNELL ENVIRONMENTALGROUP, INC. DEQ-1 (C and D)

(Page 8 of 8)

[Verona Wellfield, 250 Brigden Dr, Battle Creek, MMDEQ-Superfund

9841-5480-13

Northing: C & D = 15,384,980.6

Easting: C & D = 2,142,616.1

ClientGeologist

Date

TOC Elev. (ft)

:MDEQ

: John Greene

: 7/7 and 7/8/99

:C=836.35; 6=836.11

Drilling Co.

Driller

Drill Method

DTW(ft)

. Bowser-Morner

: John Filbrun

: VersaSonic

: C=24.29'; 0=24.27'

Feet

140

141

142

143

144

145

146

147

148

149-1

150

151

152

153

154-

155-

156-

157-

158-

159-

160-

PID(ppm)

REC

(ft)

Samp.Type

7.3'

ss

SH

CS

140' to 145' Fractures every 0.2' to 0.3'.

145 - 150s SHALE (Coldwater). Black shale interbeddedwith thin (0.1 to 0.2') sandstone seams.

End of Boring at 150 Feet Below Ground Surface.

C,D

. 0

- Screen

11IIIIII

ill1MlIII

•

I SNELL ENVIRONMENTALI GROUP, INC.1 .HOP,


9841-5480-13

Northing

Feet

0

1

2

3 -

4 -

5 -

p

7 -

8 -

9 -

10-

11 -

12-

1

1'

1

3 -

1-

16-

17-

1f

1<

2(

3 -

Easting.

A&B =15,384,934.4

A& B =2,143,472.1

PID(ppm)

REC

(ft)

Samp.Type

DEQ-2 (A and B)

(Page 1 of 4)



Date : 7/1 6 and 7/1 9/99 Drill Method

TOC Elev. (ft) : A=832.51; 6=832.59 DTW(tt)

KDKGT rADVBill AM lUri

1

2

3

2'

4'

7.8'

:;:;

.''.'.

:::::•'.-'.

•;':

OL

ML

SM

SP

ML

SW

SP

CS

CS

CS

0-1' Dark Brown Topsoil, Moist.

1-5' Grayish Brown Sandy SILT, Moist.

5-6' Brown Silly Very Fine SAND, Moist.

6-14' Light Brown Fine SAND, Trace Silt, Trace Medium toCoarse Sand, Moisl.

14-15' Grayish-Brown SILT, Moist.

15-15.5' Brown Fine to Coarse SAND, Trace Silt, TraceGravel, Moist.

15.5-21' Light Brown Fine SAND, Saturated.

: Bowser-N

: John Filb

: VersaSor• A~19 95'

10

ur

ic

B

ne

-0

r

0.46'

s: A,B

:0

•.

•.

-.

•

-.

•.

'•

•

•

•

.

•

t

•

•

•

•

•

•

!

•.

.

'•

•.

'•

'•

.

111

•111 fSNELL ENVIRONMENTALi GROUP, INC.1 .uc*.


9841-5480-13

Northing: A & B = 15,384,934.4

Easting: A&B =2,143,472.1

Feet

20

21

22-

23-

24-

25-

26-

27-

28-

2<

3(

3<

32

s:

3 -

•)

>

-

34-

35-

36-

37-

38-

3E

40

-

PID(ppm)

REC(ft)

Samp.Type

DEQ-2 (A and B)

(Page 2 of 4)

Client : MDEQ Drilling Co. : Bowser-Morner

Geologist : John Greene Driller ; John Filbrun

Date : 7/1 6 and 7/1 9/99 Drill Method : VersaSonic

TOCEIev. (ft) :A=832.51; 6=832.59 DTW(fl) : A=1 9.95'; 6=20.46'

_ ._ „„ - - -

4 '

5

4.2'

7.4'

•;":'•

• • -

" '

'.'."

•:•:-

-;::• '.' .

• '.'•:

SP

sw

SP

SP

CS

CS

21-30' Brown Fine to Coarse SAND, Little Gravel,Saturated

30-32' Light Brown Fine SAND, Trace Gravel, Saturated.

32-40' Gray Fine SAND, Trace Silt, Trace Mica, TraceSandstone Fragments (32-35'), Little to Some SandstoneFragments (35-40')

s: A,B

:0

•

•

•

.

•

•

•

•

•

*

•

•

•

-.

'•

'•

'•

'•



9841-5480-13

DEQ-2 (A and B)

(Page 3 of 4)

Northing: A & B = 15,384,934.4

Easting: A&B =2,143,472.1


:MDEQ. John Greene: 7/16 and 7/19/99:A=832.51; 6=832.59

Drilling Co.DrillerDrill Method

DTW(ft)

: Bowser-Morner: John Filbrun

: VersaSonic: A=19.95'; B=20.46'

Feet

40

41

42

43

44

45

46

47

48

49

50

51

52

53-

54-

55-

56-

57-

58-

59-

60

PID(ppm)

REC(ft)

Samp.Type

7.5'

10'

ML

SL

SS

cs

cs

40-40.9' = Gray SILT, Little Fine Sand, Trace SandstoneFragments

40.9-43' Gray SILTSTONE, Broken-up into fragments.

43-113'& 120-134'SANDSTONE (Marshall) Argillaceous,Micaceous (muscovite), quarzose sandstone. Very finegrained with carbonate cementation (increasingdecementation towards the top). Gray with orangeoxidation in some areas with discontinuities. Generallylaminated to very thinly bedded with a few depths thinly tomoderately bedded. Moderately hard to hard. Mostfractures in the core are horizontal along bedding planes,and appear to be mostly core induced with a few to somenatural fractures. The low angle and vertical fractures areall or mostly natural.

40-47.5' Bedding planes every 0.025'. Rock fracturedalong bedding planes and/or broken into fragments.

50-60' Fractured or broken up every 0.025' to 0.2' alongbedding planes.

s:

:0

A,B

ireen


(Page 4 of 4)Verona Wellfield, 250 Brigden Dr, Battle Creek, M

MDEQ-Superfund9841-5480-13

Northing: A & B = 15,384,934.4

Easting: A&B =2,143,472.1

Client

Geologist

Date

TOC Elev. (ft)

:MDEQ

: John Greene

: 7/16 and 7/19/99

:A=832.51;B=832.59

Drilling Co.

Driller

Drill Method

DTW(tt)

: Bowser-Momer

: John Filbrun

: VersaSonic

: A=19.95'; 8=20.46'

Feet

60

61

62

63

64

65

66

67

68

69-]

70

71 -

72-

73-

74-

75-

76-

77-

78-

79-

80

PID(ppm)

REC(ft)

Samp.Type

9.3'

7.8'

SS

cs

cs

60-70' Generally fractured every 0.025' to 0.2' with a fewcores 0.4'to 0.5' thick.

Vertical fracture at 69.5'.

70-73'- Fractured every 0.2' to 0.4'.

73-74'- Broken into fragments.

74-74.5'- Fracture with solution pitting/vugs of fossils insandstone.

74.5'- Vertical fracture.

74.5-75.3'- Solution pitting/vugs of fossils in sandstone.

75.3-77.3'- Broken into fragments.

s:

:0

A,B

- Screen


(Page 5 of 8)Verona Wellfield, 250 Brigden Dr, Battle Creek, M,


Northing: C & D = 15,384,942.4

Easting: C&D =2,143,467.8


:MDEQ: John Greene: 7/16 and 7/19/99: C=832.34; 0=832.54

Drilling Co.Driller

Drill MethodDTW(ft)

: Bowser-Morner: John Filbrun: VersaSonic: C=20.42'; 0=19.71'

Feet

80

81

82

83

84

85

86-

87-

88-

89-

90-

91 -

92-

93-

94-

95-

96-

97-

98-

99-

100

PID(ppm)

REC(ft)

Samp.Type

ss

cs

cs

Fractured and broken into fragments, generally alongbedding planes (fragments <0.1' thick).

Vertical fracture at 82.5.

Vertical fracture at 85.5.

90-97.5'- Fractures every 0.1' along bedding planes and/orbroken into fragments.

Solution vugs/pitting of fossils in sandstone at 92.5-93'.

:0

C,D

J3 ;reen

IIH I1IIH SNELLENV|R°NMENTAL


9841-5480-13

Northing: C & D = 15,384,942.4

Easting: C & D = 2,143,467.8

Feet

100

101

102-

103-

104-

105-

1AA

107-

108-

109-

110-

111 -

112 -

113-

115-

116-

117-

118-

119-

i9n

PID(ppm)

REC(fl)

Samp.Type

DEQ-2 (C and D)



pun cow

3

4

7.8'

— :

T

jrJcJc

Jr

JrJ

ss

SH

SL

SS

SL

CS

CS

100-101.5'- Sandstone broken into fragments with a fewfractures.

101.5-108.2'- Fractures every 1' to 2' with solutionpitting/vugs of fossils in sandstone at 101-105'.

105-106'- Fossiliferous zone.

110-113'- SANDSTONE, Gray.

113-1 14' SHALE, Black.

114-114.5' Sandy SILTSTONE, Gray.

114.5-117.5' SANDSTONE, Gray.

117.5-118.5' Soft SILTSTONE, With Very Fine SandstoneFragments, Gray.

£ ".

0

• _

:Bo:Jo:Ve• c=

(Page 6 of 8)

wser-Morner

in Filbrun

rsaSonic

20.42'; 0=19.71'

C,D

gcreen

IIHIllil| SNELL ENVIRONMENTALI GROUP, INC.IH ADUtopn,


9841-5480-13

Northing: C & D = 15,384,942.4

Easting: C&D =2,143,467.8

Feet

19f)

121

122

123

124-

125-

126-

127-

128-

129-

130-

131 -

132 -

133 -

17A

135-

136-

137-

138-

139-

14D

PID(ppm)

REC(ft)

Samp.Type

DEQ-2 (C and D)

(Page 7 of 8)

Client . MDEQ Drilling Co.Geologist : John Greene Driller

TOC Elev (ft) ' C=832 34' D~832 54 DTW (ft)

. Bowser-Morner: John Filbrun

: VersaSonic- p-on AO'- n--to 711

Mtfl COPY1

5

6

7.4'

7.5'

ss

SH

CS

CS

120-134' SANDSTONE (see above)

120-123. 7'-Fractures every 0.1' to 0.4' along beddingplanes.

123.7-125.5' -Sandstone broken into fragments.

125.5-134'- Fractures every 0.025 to 0.2' along beddingplanes.

134-145' SHALE (Coldwater), Black.

s: C,D

:0

'.

:

-

_

-


(Page 8 of 8)


9841-5480-13

Northing: C & D = 15,384,942.4

Easting: C&D =2,143,467.8

ClientGeologistDate

TOC Elev. (ft)

: MDEQ

: John Greene

: 7/1 6 and 7/1 9/99

: C=832.34; D=832.54

Drilling Co.

Driller

Drill Method

DTW (ft)

: Bowser-Momer

: John Filbrun

: VersaSonic

: C=20.42'; 0=19.71'

Feet

140

141

142

143

144

145

146

147

148

149

150-

151 -

152-

153-

154-

155-

156-

157-

158-

159-

160-

PID(ppm)

REC(ft)

Samp.Type

,

10' SH CS


s: C,D

I•

II• I

•III

:•iiiiiIII SNELL ENVIRONMENTALI GROUP, INC.|H ADUtom


9841-5480-13

Northing: A & B = 15,382,993.8

Easting: A&B =2,141,822.6

Fppt

0

1

2

3

4

5

6 -

7

8-

9 -

10 -

11 -

12-

13-

14-

15-

16-

17-

18-

19-

20

PID(ppm)

REC(ft)

Samp.Type

DEQ-3 (A and B)

(Page 1 of 5)

Client . MDEO Drilling Co. : Bowser-Momer

Geologist : John Greene Driller : John Filbrun

TOCEIev. (ft) : A-840.03; 6=840.09 DTW(ft) : A-22.75'; B-21.931

DRAFT COPY

1

3

4.2'

3.0'

10'

'.'.

• - • •

'.-'. '.

'•'.''.

.".'

•'.'•'.'•

;X

;S

:;:::

• .•.

".' -

m ~ tm

OL

SM

SM

SP

SP

CS

CS

CS

0-0.7' Dark Brown SILT, with Organics.

0.7-1.1' Brown Silty Very Fine SAND.

1.1-3.6' Light Brown Very Fine SAND, Little Silt, TraceMedium to Coarse Sand, Trace Gravel, Moist .

3.6-7.0' Light Brown Very Fine SAND, Trace Medium toCoarse Sand, Trace Silt, Trace Gravel, Moist.

7-20' Tan Very Fine to Fine SAND, Trace Fine to MediumSand, Trace Gravel, Moist.

s: A,B

:0

• t

'•

•

.

'•

.'

•

'•

'.

.

'•

'•

.

•

•

.

••

:•-

•

••*••

.

:•

••••

.•.•:•.

'•

'•'.*

'••

'•-*

•

'•••*

'•

• f• _.

**

.

.•.-.•

^

I!

1

ill

1• It

illHM.Hiill11

II

1Hi

ISNELL ENVIRONMENTALj GROUP, INC.I) ADUtopn,


9841-5480-13

Northing:

Easting:

Feet

20

21 -

22-

23-

24-

25-

26-

27-

28-

2

3

3

9 -

3

1 -

32-

33-

3-

3

3(

3'

38

3£

4C

I-

5 -

7 .

5 -

A &B =15,382,993.8

A&B =2,141,822.6

PID(ppm)

REC

(ft)Samp.Type

DEQ-3 (A and B)

(Page 2 of 5)

Client : MDEQ Drilling Co. : Bowser-Momer


Date : 7/1 2/99 and 7/1 3/99 Drill Method : VersaSonic

TOCEIev. (ft) : A=840.03; 6=840.09 DTW(tt) :A=22.75'; 6=21.93'

DRAFT COPY1

4

5

10'

10'

•'.''.'

.-:•'.

•:• '.•

.-.•

.* t '

'.'•'.'•'..'.'.

•:•'.-

:•'.•'.

•:•'.-

'•'.'•

%

^

SP

SP

CL

CS

CS

20-35' Tan Very Fine to Fine SAND, Saturated.

35-36.2' Tan-Orange Very Fine to Fine SAND, Saturated.

36.2-40' Brown SILTY CLAY, Litlle to Some Sand, TraceGravel and Cobbles, Wet.

s: A,B

:0

.

• _

-.

-.

* ^

.

'•

-.

'•

•.

.

•

•

•

•

.

;

•

,.

•

*

•

'•

'•

'•

t

•

'•

i

-.

-.

•

•.•.

'•

'•




Northing: A&B =15,382,993.8

Easting: A&B =2,141,822.6

Client

Geologist

Date

TOC Elev. (ft)

:MDEQ

: John Greene

: 7/12/99 and 7/13/99

: A=840.03; 6=840.09

Drilling Co.

Driller

Drill Method

DTW(tt)

: Bowser-Momer

: John Filbrun

: VersaSonic

:A=22.75'; 6=21.93'

Feet

40

41

42

43

44

45

46

47

48

49

50-

51 -

52-

53-

54-

55-

56-

57-

58-

59-

60

PID(ppm)

REC

DRAFT COPYSamp.Type

10'

9.4'

SS

CL

SS

ML

SS

CS

CS

40-41' SANDSTONE, Very Fine Grained, Gray,Argillaceous, Micaceous, Carbonate Cementation. Brokenup into fragments.

41-43.5' Brownish-Gray SILTY CLAY, Little to Some Sand,Trace Gravel, Moist-Wet.

43.5-46.5' SANDSTONE (see above).

46.5-49' Brown Very Fine SAND and SILT.

49-69.2' & 70-128' SANDSTONE (Marshall). Argillaceous,micaceous (muscovite), quartzose sandstone. Very finegrained with carbonate cementation (increasingdecementation towards the top). Gray with orangeoxidation in some areas with discontinuities. Generallylaminated to very thinly bedded with a few depths thinly tomoderately bedded. Moderately hard to hard. Mostfractures in the core are horizontal along the beddingplanes, and appear to be mostly core induced with a fewto some natural fractures. The low angle and verticalfractures are all or mostly natural.

S creen




Northing: A&B =15,382,993.8

Easting: A&B =2,141,822.6


:MDEQ

: John Greene

: 7/12/99 and 7/13/99

: A=840.03; 6=840.09

Drilling Co.

Driller

Drill Method

DTW(tt)

: Bowser-Momer

: John Filbrun

: VersaSonic

:A=22.75'; 6=21.93'

Feet

60

61

62

63

64

65

66

67

68

69

70-

71 -

72-

73-

74-

75-

76-

77-

78-

79-

80

PID(ppm)

REC(ft)

DHAFT COPYSamp.Type

8.3'

7.7'

ss

SL

SS

cs

cs

50-55' Fractures every 0.04' to 0.35' along bedding planes.

55-60' Fractures every 0.01 to 0.04' along bedding planes,except at 55-56.5' where fracture are 0.2-0.4'.

60-65' Fractures every 0.01-0.2' along bedding planes.

65-67.8' Fractures every 0.1-0.7'.

67.8-70' Sandstone broken into fragments.

69.2-70' SILTSTONE, sandy, gray, very soft.

70-128' Gray Silty Very Fine SANDSTONE (see above).

72.5' Vertical fracture.

72.5-75' Fractures every 0.01-0.02' along bedding planes.

75-75.5' Fractures every 0.04-0.6', fewer bedding planesobserved.

77.5-79.3 Fractures every 0.05-0.1'.

79.3-80' Sandstone broken into fragments, higher clay/siltcontent.

s: A,B

:0

- Screen

III•nilXItiiiiiiISNELL ENVIRONMENTALj GROUP, INC.H JDUCOTWr,


9841-5480-13

Northing: A&B =15,382,993.8

Easting: A&B =2,141,822.6

Feet

80

81

82-

83-

84-

85-

86-

87-

88-

89-

90 -

91 -

92-

93 -

QA

95-

96-

97-

98-

99-

100-

PID(ppm)

REC

(ft)

Samp.Type

~|

DEQ-3 (A and B)

(Page 5 of 5)



TOC Elev (ft) • A=840 03' B=840 09 DTW (ft)

: Bowser-Morner: John Filbrun: VersaSonic• A-OO7C'- D--51 QV

DRAFT COPYI

10

11

5.0'

7.8'

ss

CS

CS

80-85' Sandstone broken into fragments with a one footpiece of core having fractures every 0.1-0.15' alongbedding planes.

Sandstone mostly broken into fragments.

95-97.8' Fractures every 0.025'-0.05' along beddingplanes.

s: A,B

:0

ra

U Screena


(Page 5 of 7)


9841-5480-13

Northing: C&D =15,382,995.0

Easting: C&D =2,141,830.4


:MDEQ

: John Greene

: 7/12/99 and 7/13/99

: C=840.03;D=839.96

Drilling Co.

Driller

Drill Method

DTW(ft)

: Bowser-Morner

: John Filbrun

: VersaSonic

:C=22.17'; 0=22.18'

Feet

80

81

82

83

84

85

86

87

88-

89-

90-

91 -

92-

93-

94-

95-

96-

97-

98-

99-

100

PID(ppm)

REC(in)

Samp.Type

4.2'

3.0'

ss

cs

cs

s: C,D

:0

Screen



9841-5480-13

DEQ-3 (C and D)

(Page 6 of 7)

Northing: C&D =15,382,995.0

Easting: C&D =2,141,830.4


:MDEQ

: John Greene

: 7/12/99 and 7/13/99

: C=840.03;D=839.96

Drilling Co.

Driller

Drill Method

DTW(ft)

: Bowser-Morner

: John Filbrun

: VersaSonic

:C=22.17'; 0=22.18'

Feet

100

101

102

103

104

105

106

107

108

109

110

111 •

112-

113-

114-

115-

116-

117-

118-

119-

120

PID(ppm)

REC(in)

DRAFT COPYSamp.Type

10'

10'

SS

cs

cs

100-102.3' Fractures at 100.65', 101.4'. 101.6' and 102.6'.

102.6-109' Fractures every 0.05-0.1' along bedding planes.

110-112' Sandstone broken into fragments.

112-114.3 Two horizontal fractures

112-112.5' A vertical fracture

114.3-117.7' Fractures every 0.05' along bedding planes.

115.5' A vertical fracture

s: C,D

:0

;reen

-Screen

JIB SNELL ENVIRONMENTAL


9841-5480-13

Northing: C&D =15,382,995.0

Easting: C&D =2,141,830.4

Feet

120

121

122

123-

124-

125-

126-

127-

128-

129-

130-

131 -

132-

133-

134-

135

136-

137-

138-

139-

140-

PID(ppm)

REC(in)

Samp.Type

DEQ-3 (C and D)

(Page 7 of 7)


Geologist • : John Greene Driller

TOC Elev (ft) ' C~840 03'D=839 96 DTW (ft)

: Bowser-Morner

: John Filbrun

: VersaSonic• r-90 171- n-oo -IP'

DRAFT COPYI

5

6

10'

10'

— :

SS

SH

CS

CS


122.8' Fracture.

123-123.8' Fractures every 0.05-0.2' along bedding planes.

128-1 35' Black SHALE.

End of Boring at 1 35 Feet Below Ground Surface.

s: C,D

:0

---• Screen

IUIBIIH SNELL ENVIRONMENTAL

iitfflllliillll •«*«Verona Wellfield, 250 Brigden Dr, Battle Creek, M


Northing: A = 15,383,195.2

Easting: A =2,142,001.7

Feet

o

1

2 -

3 -

4 -

5

6-

7 -

8 -

9-

m

11 -

12-

13-

14-

1*1

16-

17-

18-

19-

20-

PID(ppm)

REC

(ft)

Samp.Type

DEQ-4 (A)

(Page 1 of 3)



TOC Elev (ft) ' A=838 89 DTW (ft) ' A~21 89'

DRAFT COPY

1

2

3

5'

4'

9'

. - . - .'.'.'

;•;-';

• . • - •

:;:;. ' -"

*- " > ".•.-.

::::;

1 . * r

:-;•

OL

SM

SP

SP

SP

SP

SP

SM

SP

SP

SP

CS

cs

CS

0-1' Brown Sandy SILT, Little Organics, Trace Gravel.

1-1 .8' Brown Silty Fine to Medium SAND, Trace CoarseSand, Trace Gravel.1 .8-2.8' Tan Fine SAND, Trace Medium to Coarse Sand,Trace Gravel.

2.8-5' Light Brown Fine SAND, Trace Medium to CoarseSand, Trace Silt, Trace Gravel.

5-7.5' Tan to Light Brown.with Orange Bands, Fine SAND,Trace Fine to Medium Sand, Trace Gravel.

7.5-8.8' Light Brown Fine SAND, Little Medium Sand, TraceCoarse Sand, Trace Gravel.

8.8-10' Tan Fine SAND, Trace Medium to Coarse Sand,Trace Gravel.

10-10.7' Brown Fine SAND, Trace Medium to Coarse Sand,Trace Silt. Trace Gravel. Moist.10.7-13.3' Tan Fine to Medium SAND, Trace Gravel, Moist.

13.3-15' Tan Very Fine SAND, Trace Fine to Coarse Sand,Trace Gravel, Moist.

15-20' Tan Fine SAND, Trace Fine to Coarse Sand, TraceGravel, Moist.

:A

:0

.•.

.

.

'•

••

•

'.•

•.

.

'.

'.

•:'.'•*

•

*.

'.

-

•

'

.

••

.

-

1ml

•I1illIillI

1

II•

I1


.«<*,Verona Wellfield, 250 Brigden Dr, Battle Creek, M


Northing:

Easting:

Feet

20

21

22

23

24-

25-

26-

27-

28-

29-

30-

31 -

32-

33-

34-

35-

36-

37-

38-

3£

4C

» -

A = 15,383,195.2

A =2,142,001.7

PID(ppm)

REC

(ft)

Samp.Type

DEQ-4 (A)

(Page 2 of 3)

Client : MDEQ Drilling Co. : Bowser-MornerGeologist : John Greene Driller : John FilbrunDate : 7/26/99 and 7/27/99 Drill Method : VersaSonicTOC Elev. (ft) : A=838.89 DTW (ft) : A=21 .89'

DRAFT COPY

4

5

5'

2'

•'.•'.•

.- .•

• t ' _

''•'.'•

' / 1

.•'.•.

'•:'•'.

:•'.'•

SP

ML

SM

SP

ML

SP

CL

SP

ML

SP

CS

CS

20-20.5' Gray-Brown Fine to Medium SAND, Wet.

20.5-20.9' Gray-Browm SILT, Little Very Fine Sand, TraceClav. Moist.20.9-21.7' Gray-Brown Very Fine SAND, Little Silt, Wet.

21.7-23.8' Gray-Brown Fine SAND, Trace Silt.

23.8-25' Gray-Brown SILT, Little Very Fine Sand, TraceClay, Wet.

25-25.3' Gray-Brown Fine to Medium SAND.

25.3-25.5' Gray Silty CLAY.

25.5-27' Gray Fine to Medium SAND, Trace Coarse Sand,Wet.

27-27.7' Gray SILT.

27.7-40' Tan Fine to Medium SAND.

A

0

-.

• _

.

.

.':

•

•

,.•••

•

1II•lilt1liiilil|SNELL ENVIRONMENTALI GROUP, INC.IH Aoutam


9841-5480-13

Northing: A =15,383,195.2

Easting: A =2,142,001.7

Feet

40

41

42-

43-

44-

45-

46-

47-

Aft.

49

in

51 -

52-

53 -

CA

55-

56-

57-

58-

59-

Rn

PID(ppm)

REC(ft)

Samp.Type

DEQ-4 (A)

(Page 3 of 3)



TOC Elev (ft) A=838 89 DTW (ft)

: Bowser-Morner: John Filbrun: VersaSonic• A-91 RCT

MOT COW

6

7

9'

5.8'

rJrJ

SP

SM

ML

SL

SS

SS

SS

SS

SS

CS

CS

40-41.9' Brown Fine to Medium SAND, Trace Coarse Sand,Trace Silt, Trace Gravel, Wet.

41.9-42.9' Brown Silly Fine SAND and SANDSTONEFragments.

42.9-44' Brown SILT, Little Very Fine Sand, FewSandstone Fragments.

44-45' SILTSTONE. Sandy, carbonate cementation, gray.

45-46.5' SANDSTONE (see below),

46.5-48' Brown SANDSTONE (see below), with orangeoxidation Staining.

48-49' Gray SANDSTONE (see below).

49-50' Brown SANDSTONE (see below).

45-128.2' SANDSTONE (Marshall). Argillaceous,micaceous (muscovite), quartzose sandstone. Very finegrained with carbonate cementation (increasingdecementation towards the top). Gray with orangeoxidation in areas with discontinuities. Generally laminatedto very thinly bedded with a few depths thinly tomoderately bedded. Moderately hard to hard. Mostfractures in the core are horizontal along the beddingplanes, and appear to be mostly core induced with a fewto some natural fractures. The low angle and verticalfractures are all or mostly natural.

50-56' Fractures every 0.02-0.15' along bedding planes,54' Vertical fracture.

53-56' Solution pitting/vugs of fossils in sandstone.

:A

:0

•.

-

Screen--

-

-

SNELL ENVIRONMENTALGROUP, INC. DEQ-4 (B and C)

(Page 4 of 8)

Verona Wellffeld, 250 Brigden Or, Battle Creek, MlMDEQ-Superfund

9841-5480-13Northing: B&C =15,383,189.2

Easting: B&C =2,142,006.1


. MDEQ: John Greene: 7/26/99 and 7/27/99: 6=839.00; C=839.08

Drilling Co.DrillerDrill MethodDTW(ft)

: Bowser-Momer: John Filbrun: VersaSonic: 6=22.07'; C=22.17'

Feet

60

61

62

63

64

65

66

67

68

69-

70-

71 -

72-

73-

74-

75-

76-

77-

78-

79-

80

PID(ppm)

REC(in)

DRAFT COPYSamp.Type

6.8'

SS

cs

cs

60-70' Fractured every 0.02-0.15' along bedding planes to65.5', then sandstone broken into fragments. Orangeoxidation and solution pitting/vugs of fossils in sandstoneintermittently throughout.

65.5 Vertical Fracture.

70-71.7' Broken up sandstone fragments with orangeoxidation staining.

71.7-72' Fractures at 71.7' and 72' with solution pits offossils in the sandstone.

72-75.4' Fractured every 0.01-0.13' along bedding planes.

75.4-76.8' Sandstone broken into fragments.

s:

;reen




Northing: B&C =15,383,189.2

Easting: B&C =2,142,006.1

Client

Geologist

Date

TOC Elev. (ft)

:MDEQ

: John Greene

: 7/26/99 and 7/27/99

: 6=839.00; C=839.08

Drilling Co.

Driller

Drill Method

DTW(ft)

: Bowser-Morner

: John Filbrun

: VersaSonic

: 8=22.07'; C=22.17'

Feet

80

81

82

83

84

85

86

87

88

89

90-

91 -

92-

93-

94-

95-

96-

97-

98-

99-

100

PID(ppm)

REG(in)

Samp.Type

DRAFT COPY

10

11

6.4'

7.2'

ss

cs

cs

80-82.4' Sandstone broken up into fragments, with orangeoxidation staining at 80-81.5'.

82.4-86.4' Fractured every 0.01-0.1' along bedding planes.

84' Vertical Fracture.

90-92.7' Sandstone broken into fragments, with orangeoxidation staining at 90-91'.

92.7-97.2' Fractured every 0.01-0.05' along beddingplanes.

B,C

:0

I1mm1mm

jllSNELL ENVIRONMENTAL| GROUP, INC.11 Aiutaw


9841-5480-13

Northing: B&C =15,383,189.2

Easting: B&C =2,142,006.1

Feet

100

101

102

103-

104-

105-

106-

107-

108-

109-

110 -

111 -

112 -

113-

114-

115-

116-

117-

118-

119-

i?n

PID(ppm)

REC(in)

Samp.Type

DEQ-4 (B and C)

(Page 6 of 8)



TOC Elev (ft) ' B=839 00' C~839 08 DTW (ft)

: Bowser-Morner: John Filbrun: VersaSonic• R-9-3 n7'- P-99 17'

DRAFT COPY

12

13

6.9'

8.6'

ss

CS

CS

100-102' Sandstone broken into fragments along beddingplanes (0.03-0.21 spacing).

102-102.9' Sandstone with no visible bedding planes, anda few orange oxidation stains.


104.8-105.9' Sandstone with a few visible bedding planes,and a few faint orange oxidation stains.

105.9-106.9 Fractured evry 0.01-0.05' along beddingplanes.

110-111' Fractured every 0.03-0.1' along bedding planes,with a few broken fragments.111-111.15' Sandstone with bedding planes every 0.02',and a few orange oxidation stains.1 1 1 . 1 5-1 1 2.05' Sandstone with bedding planes every0.03', and orange oxidation staining at 112'.


117.3-118.6' Gray SILT and SANDSTONE fragments.

s: B,C

:0

'•

:

:

--

I11H SNELL ENVIRONMENTAL


9841-5480-13

Northing: B&C =15,383,189.2

Easting: B&C =2,142,006.1

Feet

120

121 -

122-

123-

124-

125-

126-

127-

128-

129-

130 -

131 -

132-

134-

135-

136-

137-

138-

139-

PID(ppm)

REC(in)

Samp.Type

DEQ-4 (B and C)

(Page 7 of 8)

Client : MDEQ Drilling Co.Geologist : John Greene Driller

TOC Elev (ft) ' B~839 00' C=839 08 DTW (ft)

: Bowser-Morner: John Filbrun: VersaSonic• n-9? n7' r-o? 17'

DRAFT COPY

14

15

8.9'

4'

rJ

= :

rJr

— -

ss

SL

MS

SH

SL

SS

SH

CS

CS

120-124.8' Fractured every 0.03-0.15' along beddingplanes.

124.8-127' Fractured every 0.05-0.65' along beddingplanes (0.02-0.03' spacing).

127-128.2 Fractured every 0.03-0.2' along bedding planes.

128.2-128.7' SILTSTONE, Soft, Sandstone Fragments,Gray.

128.7-130' MUDSTONE, Soft, Dark Gray.

130-132' SHALE, Black.

1 32-1 32.2' SILTSTONE, Laminated, Dark Gray.

1 32.2-1 32.9' SANDSTONE (see above).

132.9-145' SHALE (Coldwater), Black.

s: B,C

:0


(Page 8 of 8)Verona Wellfield, 250 Brigden Dr,"Battle Creek, M


Northing: B&C =15,383,189.2

Easting: B&C =2,142,006.1

Client

Geologist

Date

TOC Elev. (ft)

:MDEQ

: John Greene

: 7/26/99 and 7/27/99

: B=839.00; C=839.08

Drilling Co.

Driller

Drill Method

DTW(fl)

: Bowser-Momer

: John Filbrun

: VersaSonic

: 8=22.07'; C=22.17'

Feet

140

141

142

143

144

145

146

147

148

149

150

151

152-

153-

154-

155

156

157-

158-

159-

160-1

16

PID(ppm)

REC(in)

2.6'

Samp.Type

DRAFT COPY

SH


s:

IlilUIH SNELL ENVIRONMENTAL

••IIIIH »u»»Verona Wellfield, 250 Brigden Dr,


Battle Creek, M

Northing: A & B = 15,383,402.0

Easting: A & B = 2,142,263.7

Feet

o

1

2

3

4 -

7-

8 -

9 -

m

11 -

12-

13-

15-

16-

17-

18-

19-

20-

PID(ppm)

REC(ft)

Samp.Type

DEQ-5 (A and B)

(Page 1 of 5)



TOC Elev. (ft) :A=837.44; B=837.79 DTW(ft) : A=21.10'; 8=21.75'

DRAFT COPY

1

3

4.2

4.8

6.0

'•'.''.

.-".-'.•

,'-','

•;•:'•:1 .'

.• .

~ , '

:;, '

:•:-

OL

SH

SP

SP

SP

,SP

SP

SM

SP

SP

SP

CS

CS

CS

0-0.9' Brown Sandy SILT and Organics, Trace Gravel.

0.9-2' Light Brown (orange tint) Very Fine SAND, TraceSilt, Trace Gravel, Moist.

2-5' Light Brown - Orange Fine SAND, Trace Medium toCoarse Sand, Trace Gravel, Moist.

5-6' Brown (orange tint) Very Fine to Fine SAND, TraceMedium to Coarse Sand, Trace Gravel, Wet.

6-6.5' Grayish Brown Fine SAND, Trace Medium toCoarse Sand. LittleGravel. Wet.6.5-7' Light Brown Fine SAND, Trace Medium to CoarseSand. Trace Gravel. Wet.7-10' Tan Fine to Medium SAND, Trace Coarse Sand,Trace Gravel, Wet.

10-11.3' Brown Fine to Medium SAND, Trace CoarseSand, Trace Silt, Trace Gravel, Wet.

1 1.3-14' Light Brown Fine to Medium SAND, Trace CoarseSand, Trace Gravel, Wet.

14-15.2' Tan Fine SAND, Trace Medium to Coarse Sand,Trace Gravel, Wet.

1 5.2-20' Light Brown Fine to Medium SAND, Trace CoarseSand, Trace Gravel, Wet.

s: A,B

:0

• f

,

.

•

•••

•.

.

.

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11HH11IIISNELL ENVIRONMENTAL| GROUP, INC.


9841-5480-13

Northing: A& B = 15,383,402.0

Easting

Feet

2

2

2

2

2

2

2

2

2

3

3

3

3

3

3

3

3

3

3<

4(

0

1

2 -

3 -

4 -

5-

6 -

7-

8 -

9 -

o

1 -

2 -

3

5 -

7 -

3 -

5 -

A& 8 = 2,142

PID(ppm)

REC

(ft)

263.7

Samp.Type

DEQ-5 (A and B)

(Page 2 of 5)



TOC Elev. (ft) : A=837.44; 6=837.79 DTW (ft)

DRAFT COPY

4

5

1

10

5.3

••>

.". '',

'• •'.'•

'.-

' , '

'•''•

.'

;•

GP

SP

SP

SP

SP

ML

SP

SP

SM

SS

CS

CS

20-20.5' Gravel and Cobble.

20.5-21.1' Light Browm (orange tint) Fine SAND, TraceMedium to Coarse Sand, Trace Gravel, Wet.

21.1-22.6' Interbedded Grayish Tan and Orange FineSAND, Trace Medium to Coarse Sand, Trace Gravel, Wet.

22.6-24.3' Interbedded Tan and Orange Fine to MediumSAND, Trace Coarse Sand, Trace Gravel, Wet.

24.3-25.5' Grayish-Tan Fine to Medium SAND, TraceGravel, Wet.

25.5-26.6' Grayish Tan with Orange Streaks SILT, SomeVery Fine Sand, Trace Gravel, Wet.

26.6-27.4' Orange Fine SAND, Trace Medium to CoarseSand, Trace Gravel, Wet.27.4-27.8' Grayish Tan with Orange Tint Fine SAND, TraceMedium to Coarse Sand, Trace Gravel, Wet.

27.8-30.0' Gray Silty Fine SAND with SandstoneFragments.

30-130.5' SANDSTONE (Marshall). Argillaceous,micaceous (muscovite), quartzose sandstone. Very finegrained with carbonate cementation (increasingdecementation towards the top). Gray with orangeoxidation in some areas with discontinuities. Generallylaminated to very thinly bedded with a few depths thinly tomoderately bedded. Moderately hard to hard. Mostfractures in the core are horizontal along the beddingplanes, and appear to be mostly core induced with a fewto some natural fractures. The low angle and verticalfractures are all or mostly natural.

30-68.7' SANDSTONE (see above),

: Bowser-M

: John Filbr

: VersaSon

:A=21.10';

S

orne

un

c

B — '

: A,B

0

'• •

•.

r

1.75'

IIIHillillBiiinm

|| SNELL ENVIRONMENTALi GROUP, INC.IH AOUCaw


9841-5480-13

Northing: A & B = 15,383,402.0

Easting: A & B = 2,142,263.7

Feet

4

4

4

4

4

4

4

4

4

4

5

5

5,

5:

5'

5i

5(

5"

5f

5£

6C

o

1

2

3 -

4 -

5 -

6-

7-

8 -

9 -

D -

1 -

>-

3 -

7 -

J -

)-

)

PID(ppm)

REC

(ft)

Samp.Type

DEQ-5 (A and B)

(Page 3 of 5)



TOC Elev (ft) A=837 44 B=837 79 DTW (ft)

DRAFT COPYI

6

7

4.2

6.5

ss

CS

CS

40-44.2' Fractured every 0.01-0.03' along bedding planes,and some broken into fragments. Orange oxidationstaining throughout.

40-42.4' Sandstone broken into fragments.

42.4-44.2 Fractured every 0.03-0.1' along bedding planes.

50-56.5 Orange oxidation staining throughout.

50-50.7 Brown SANDSTONE (see above).

50.7-54.6 Fractured evry 0.03-0.5' along bedding planes(0.02-0.051 spacing).

54.6-56.5 Fractures at 54.7 and 55.9, with solution pittingof fossils in sandstone.

: Bowser-Morner: John Filbrun: VersaSonic:A=21.10'; 6=21.75'

s

0

A,B

-

--

i_

Screen

» 1HiISNELL ENVIRONMENTALI GROUP, INC.


9841-5480-13

Northing

Easting

Feet

€

e

6

6

6

6

6

6

6

6

7

7

7

7

7'

7

7

7

71

7<

8C

n

1

2

3

4-

5-

6 -

7-

8 -

0

1 -

l-

3 -

l-

5 -

7 -

3 -

} -

)

: A& 8 = 15,383,402.0

A& 6 = 2,142,263.7

PID(ppm)

REC

(ft)

Samp.Type

DEQ-5 (A and B)

(Page 4 of 5)



Date : 7/21/99 Drill Method

TOC Elev (ft) ' A~837 44' B~837 79 DTW (ft)

DRAFT COPY

8

9

I

9.6

6.4

rJrjr

ss

SL

SS

CS

CS

60-60.5 Sandstone broken into fragments.

60.5-62 Fractures every 0.05-0.15' along bedding planes(0.01-0.041 spacing).

62-67.5 Fractures every 0.2-0.4' along bedding planes(0.01-0.041 spacing).

67.5-68.7' Fracture zone at 68.1-68.3' with verticalfracture. Highly fossiliferous and numerous solutionpitting/vugs of fossils.

68.7-70' SILTSTONE, sandy, calcareous, very soft.

70-106.5' SANDSTONE (see above).


72-72.9 Fractured every 0.2-0.5' along bedding planes.

72.9-73.7' Fracture @ 73.45, and solution pitting of fossils.

73.7-76.4' Fractured every 0.02-0.2' along bedding planes.

: Bowser-Morner: John Filbrun: VersaSonic:A=21. 10'; B=21.75'

s

0

• _

A,B

n

'•

H Screen

IiIImil111iiiii

|| SNELL ENVIRONMENTALI GROUP, INC.IH ADUCmpw,

Verona Wellfield, 250 Bngden Dr, Battle Creek, MMDEQ-Superfund

9841-5480-13

Northing: A & B = 15,383,402.0

Easting: A & B = 2,142,263.7

Feet

80

81

82

83-

84-

85-

86-

87-

88-

89-

Qn

91 -

92-

93-

QA

95-

96-

97-

98-

99-

mn .

PID(ppm)

REC

(ft)

Samp.Type

DEQ-5 (A and B)

(Page 5 of 5)



Tnr* Plow lft\ • A— ft^7 AA- R— ft^7 70 HTUU /ft\

: Bowser-Momer: John Filbrun: VersaSonic• A-O1 1t\'- Q-11 7C.'

DRAFT COPY

10

11

4.0

7.7

ss

CS

CS

80-84' Broken into fragments, and any fractures had aspacing of 0.05' along bedding planes.

90-97.7 Fractured and broken into fagments every0.03-0.05' along bedding planes.

s: A,B

:0

----

Screen---

mil;

1IIt

II SNELL ENVIRONMENTALGROUP, INC.iH AUC«OT


9841-5480-13

Northing:

Easting:

Feet

10

10

10

10

10

10

10

10

10

10

11

11

11;

11:

1H

11!

11«

11-

116

11S

12C

0

1

2

3 -

4 -

5 -

6 -

7 -

8 -

3 -

) -

-

)

J -

l-

7

-

-

C& 0 = 15,383,392.8

C& 0 = 2,142, 265.5

PID(ppm)

REC(in)

Samp.Type

i

DEQ-5 (C and D)

(Page 6 of 8)



TOC Elev (ft) ' C~837 65'D=837 83 DTW (ft)

MOT COPY1

12

13

77

7.6

— -

SS

SH

SS

CS

CS

106.5-110'? SHALE, black, soft.

110-130.5' SANDSTONE (see above).

1 10-1 10.1' Fossiliferous interbedded sandstone and shale.


111.7-113.3' Fracture at 1 1 1 .7', 112.8' and 113.3'.

113.3-116.6' Fractured every 0.03-0.05' along beddingplanes (0.02-0.04' spacing).

1 16.6-1 17.6' Dark gray friable SANDSTONE (see above).

: Bowser-Morner

: John Filbrun

: VersaSonic

:C=21.60'; 0=21.76'

1'.

0

C,D

- R -

:

----

-

0creen

||||i| |i|lj||M SNELL ENVIRONMENTAL


9841-5480-13

Northing: C & D = 15,383,392.8

Easting: C&D =2,142,265.5

Feet

120

121 -

122-

123-

124-

125-

126-

127-

128-

129-

130-

131 -

132-

133-

134-

135-

136-

137-

138-

139-

•\AC]

PID(ppm)

REC(in)

Samp.Type

DEQ-5 (C and D)

(Page 7 of 8)

Client : MDEQ Drilling Co.Geologist : John Greene Driller

TOC Elev (ft) ' C~837 65'D~837 83 DTW (ft)

: Bowser-Morner: John Filbrun

: VersaSonic• n-oi ftn1- n-oi ?c'

DRAFT COPY

14

15

7.9

6.0

— :

ss

SH

CS

CS


123-127.9' Fractured every 0.03-0.13' along beddingplanes (0.01-0.03' spacing).

130-130.5 SANDSTONE (see above).


s: C,D

:0

* •

Screen

:


(Page 8 of 8)


9841-5480-13

Northing: C & D = 15,383,392.8

Easting: C&D =2,142,265.5


:MDEQ: John Greene: 7/21/99

: C=837.65;D=837.83

Drilling Co.

Driller

Drill Method

DTW(ft)

: Bowser-Morner

: John Filbrun

: VersaSonic

:C=21.60'; 0=21.76'

Feet

140

141

142

143

144

145

146

147

148

149

150-

151 -

152-

153-

154-

155-

156-

157-

158-

159-

160-

16

PID(ppm)

REC(in)

Samp.Type

2.6' SH


s:

:0

C,D

1•

1• 1

•IHmmillIllffll

| SHELL ENVIRONMENTAL1 GROUP, INC.1 »«»*,


9841-5480-13

Northing: 15,383,712.6

Easting: 2,142,576.9

Feet

0

1

2

3 -

4-

5 -

6-

7-

8-

9 -

10-

11 -

12-

1:

V

1!

5 -

16-

17-

1£

1£

2C

) -

PID(ppm)

REC

(ft)

Samp.Type

DEQ-6

(Page 1 of 8)

Client : MDEQ Drilling Co. : Bowser-MornerGeologist : John Greene Driller : John FilbrunDate : 7/1 4 and 15/99 Drill Method . VersaSonicLocation : Verona Wellfield

DRAFT COPY

1

2

3

4.0'

5.0'

4.7'

''I'l-

:;:::

.'.".

:::::' • " •

OL

SM

SP

SP

SW

CS

CS

CS

0-1 ' Dark Brown TOPSOIL

1-1.5' Brown Silty Fine SAND, Trace Gravel.

1 .5-5.0' Light Brown with Orange Tint Fine SAND, TraceMedium-Coarse Sand, Trace Gravel, Moist.

5-14' Tan with a Few Orange Mottles Fine SAND, TraceMedium Sand, Moist.

14-20' Brown Fine to Coarse SAND, Little Gravel, TraceSilt, Few Cobbles.

A

0836.47

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-.

.

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.

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HII11SNELL ENVIRONMENTALGROUP, INC.

AttZtapr,


9841-5480-13

Northing: 15,383,712.6

Easting: 2,142,576.9

Feet

20

21

22

23-

24-

25-

26-

27-

28-

2

3

3

3

3

9-

0 -

1

2 -

3

34-

35-

36-

3

3

3<

4(

7 -

3 -

PID(ppm)

REC

(ft)

Samp.Type

DEQ-6

(Page 2 of 8)



Date : 7/1 4 and 15/99 Drill Method : VersaSonic

Location : Verona Wellfield

DRAFT COPYi

4

5

^

6.5'

10.0' ^

.-

•:•

•;:

•;•

;::

• :•;

X;

m ~ t '

'_'•''•

' ,' .

SP

SM

ML

SM

SM

SP

CS

CS

20-24.5' Tan with a Few Orange Mottles Fine SAND, TraceMedium Sand, Moist.

24.5-31 ' Gray Silty Very Fine SAND, Little SandstoneFragments, Wet.

31-33' Greenish-Gray Sandy SILT, Wet.

33-35' Grayish-Brown Silty Very Fine SAND, Wet.

35-38' Gray Silty Fine SAND, Trace Sandstone FragmentsWet.

38-40' Light Brown Fine SAND, Trace SandstoneFragments, Trace Silt, Wet.

:A

: 0836.47

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•

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•

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•

•


AOUtapn,

Verona Wellfield, 250 Brigden Or, Battle Creek, MiMDEQ-Superfund

9841-5480-13

DEQ-6

(Page 3 of 8)

Northing: 15,383,712.6

Easting: 2,142,576.9

Client

Geologist

Date

Location

:MDEQ

: John Greene

: 7/14 and 15/99

: Verona Wellfield

Drilling Co.

Driller

Drill Method

: Bowser-Morner

: John Filbrun

. VersaSonic

Feet

40

41

42

43

44

45

46

47-

48-

49-

50-

51 -

52-

53-

54-

55-

56-

57-

58-

59-

60

PID(ppm)

REC(ft)

DRAFT COPYSamp.Type

10.0'

8.6'

ss

ss

ss

ss

ss

SL

SS

SL

SS

cs

cs

40-42.6' SANDSTONE (see below), weathered, gray.

42.6-44.3' SANDSTONE (see below), weathered, brown.

44.3-45.6' SANDSTONE (see below), weathered, gray.

45.6-46.6' SANDSTONE (see below), weathered, brown.

46.6-47.3' SANDSTONE (see below), weathered, lightbrown.47.3-48.6' SILTSTONE, weathered, sandy,greenish-brown.

48.6-49.1' SANDSTONE (see below), weathered, gray.

49.1-50.1' SILTSTONE, weathered, sandy, brown.

40-132.7' SANDSTONE (Marshall). Argillaceous,micaceous (muscovite), quartzose sandstone. Very finegrained with carbonate cementation (increasingdecementation towards the top). Gray with orangeoxidation in some areas with discontinuities. Generallylaminated to very thinly bedded with a few depths thinly tomoderately bedded. Moderately hard to hard. Mostfractures in the core are horizontal along the beddingplanes, and appear to be mostly core induced with a fewto some natural fractures. The low angle and verticalfractures are all or mostly natural.


: A

. 0836.47

11•I1•

(

•

1 SNELL ENVIRONMENTALI GROUP, INC.IH AttZtapr,


9841-5480-13

Northing: 15,383,712.6

Easing: 2,142,576.9

Feet

6

6

6

6

6

6

6

6

6

6

7

7

7

7

7-

7

7

7

7!

7<

8(

o

1 -

2-

3 -

4 -

5 -

7-

8 -

9 -

1 -

2 -

3

* -

5 -

7 -

3 -

J -

PID(ppm)

REC

(ft)

Samp.Type

DEQ-6

(Page 4 of 8)



Location Verona Wellfield

DRAFT COPY

8

9

3.7'

8.1'

ss

CS

CS

60-63.7'Bedding planes with a spacing of 0.025', and solutionpitting/vugs of fossils in sandstone.

60-61' Sandstone broken into fragments.61-61.6' No fractures.61.6-63.2' Fractured every 0.05', a few at 0.2' spacing,along bedding planes.63.2-63.7' Sandstone broken into fragments.

70-78' Fewer solution features, and bedding planespacing decreases after 75'. Driller said water lost at 74'.


71-75.9' Fractures every 0.025-0.2' along bedding planes.

75.9-76.6' No fractures.

76.6-78.1' Fractures every 0.025-0.2' along beddingplanes.

: Bowser-Morner: John Filbrun: VersaSonic

:A

: 0836.47

'•

•

Mil H SNELL ENVIRONMENTAL


9841-5480-13

Northing: 15,383,712.6

Easting: 2,142,576.9

Feet

sn

81 -

82-

83-

84-

85-

Rft

87-

88-

89-

90-

91 -

92-

93 -

QA

95-

96-

97-

98-

99-

mn

PID(ppm)

REC(«)

Samp.Type

DEQ-6

(Page 5 of 8)



Location ' Verona Wellfield

DRAFT COPY

10

11

9.1'

6.5'

ss

CS

CS

80-89' Fractures every 0.025-0.2' along bedding planes.

88.5' Vertical fracture.

90-96.5' Fractures every 0.025-0.2' along bedding planes,except for one unfractured piece 0.8' long.

: Bowser-Morner: John Filbrun: VersaSonic

:A

: 0836.47

'••

»I1I| SHELL ENVIRONMENTALj GROUP, INC.I * u tap*


9841-5480-13

Northing: 15,383,712.6

Easting: 2,142,576.9

Feet

1C

10

10

10

10

10

10

10

10

10

11

11

11

11

11'

11

11

11

11f

11J

12C

)0

1

2

3 -

4 -

5 -

6 -

7 -

8 -

9 -

o

1 -

?

3 -

5 -

3 -

7 -

3 -

3 -

PID(ppm)

REC

(ft)

Samp.Type

DEQ-6

(Page 6 of 8)



no ACT COPYLf i%Ma 1 Wr R•V" • *» 1* •* ^ ^^

I

12

13

i

7.6'

7.5'

ss

CS

CS

100-103.5' Sandstone mostly broken into fragments with afew fractures.

103.5-104' Vertical Fracture.

104-106' Fractures every 0.025-0.05' along beddingplanes.

106-106.8' No fractures.


110-11 3.5' Sandstone broken into fragments with a fewfragments.

1 13.5-1 16.7' Fractures every 0.4-0.8' along beddingplanes.

115' Vertical fracture.

1 16.7-1 17.5' Sandstone broken into fragments.

: Bowser-Morner

: John Filbrun

: VersaSonic

:A

: 0836.47

'• •

11I!• illiiiflil

ISNELL ENVIRONMENTAL1 GROUP, INC.IH Aoutom


9841-5480-13

Northing: 15,383,712.6

Easting: 2,142,576.9

Feet

120

121

122

123-

124-

125-

126-

127-

128-

129-

130-

131 -

132-

133-

134-

135-

136-

137-

138-

139-

140 -

PID(ppm)

REC

(ft)'

Samp.Type

DEQ-6

(Page 7 of 8)



Location ' Verona Wellfield

DRAFT COPY

14

15

9.0'

6.4'

— -

ss

SH

CS

CS

120-129' Fractured every 0.02-0.3' along bedding planes.



: Bowser-Morner

: John Filbrun

: VersaSonic

:A

: 0836.47

'•

-

:

; Screen

•II

SNELL ENVIRONMENTALGROUP, INC. DEQ-6


MDEQ-Superfund

9841-5480-13

Northing: 15,383,712.6

Easting: 2,142,576.9

Client

Geologist

Date

Location

: MDEQ

: John Greene

: 7/1 4 and 15/99

: Verona Wellfield

Drilling Co.

Driller

Drill Method

: Bowser-Momer

: John Filbrun

: VersaSonic

Feet

140

141

142

143

144

145

146

147

148

149-

150-

151 -

152-

153-

154-

155-

156-

157-

158-

159-

160-

16

PID(ppm)

REC(ft)

2.6'

Samp.Type

SH

:A

: 0836.47


•II

1•

11lit•1Mil1•

11

11

ISNELL ENVIRONMENTALI GROUP, INC.1 .im


9841-5480-13

Northing : A & B = 15,384,066.8

Easting: A & B = 2,142,742.0

Feet

0

1

2

3-

4 -

5 -

6-

7 -

8-

1

1

9-

3

1 -

12-

13-

14-

15-

16-

17-

1(

1£

2C

J -

PID(ppm)

REC

(ft)

Samp.Type

DEQ-7 (A and B)

(Pagel of 5)

Client : MDEQ Drilling Co.Geologist : John Greene DrillerDate : 7/6/99 and 7/7/99 Drill MethodTOC Elev (ft) ' A=829 84 B=829 98 DTW (ft)

DRAFT COPY

1

2

3

2.5'

4'

4.3'

v,/ X

:

. •

. .

SP

OL

SP

OL

CL

OL

SP

SW

CS

CS

CS

0-1' Light Brown Fine SAND.

1-6' Black PEAT, Moist.

6-6.5' Light Brown SAND and Black PEAT, Moist.

6.5-7.8' Black to Brown PEAT and Wood Fragments, LittleClay, Some Sand

7.8-10' Gray Silty CLAY, Trace Peat, Some Flat ElongateRock Fragments, Moist.

10-10.8' Dark Brown PEAT, Trace Clay.

10.8-13' Gray Fine SAND, Trace Silt and Clay, Saturated.

1 3-20' Gray Fine to Coarse SAND, Trace Silt/Clay, SomeWell Rounded Gravel, Few Well Rounded Cobbles,Saturated.

: Bowser-Momer: John Filbrun: VersaSonic:A=15.33'; B=15.49'

s: A,B

0

'•

'•

'•

'•

'•

•"

'•

•

•

'

•

•

•

•

.

•

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.

•

•

'•

'

'•

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.;'•

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9841-5480-13

Northing: A & B = 15,384,066.8

Easting

Feet

20

21

22-

23-

24-

25-

26-

27-

28-

2

3

3

9-

3

1 -

32-

33-

34-

35-

36-

37-

38-

3<

4C

3 -

A& 6 = 2,142,742.0

PID(ppm)

REC

(ft)

Samp.Type

DEQ-7 (A and B)

(Page 2 of 5)



Date : 7/6/99 and 7/7/99 Drill Method : VersaSonic

TOC Elev. (ft) : A=829.84; B=829.98 DTW (ft) : A=1 5.33'; B=1 5.49'

^ a^^S— m •"* ^^HVW

DRAFT wr 1

4

5

0'

0'

. .

.'.'.

. . .

' • ' • " •

• • •

• • '

sw

CS

CS

20-40' Very Little Recovery. SAND and Well Rounded toAngular GRAVEL, Saturated.

40-50' Light Brown Fine to Coarse SAND andGRAVEL (<1"), Saturated

s: A,B

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'•

I•.

'•

'•

.

.

'•

•.

•

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.

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.

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1I11IIm iIIIlilIill

III SNELL ENVIRONMENTALI GROUP, INC.11 AOUC.V,


9841-5480-13

Northing: A& B = 15,384,066.8

Feet

4

4

o

1 -

42-

43-

44-

45-

46-

47-

48-

4

5

9 -

3

51 -

52-

53-

54-

55-

56-

57-

58-

55

6C

) -

Easting A& 8 = 2,142,742.0

PID(ppm)

REC

(ft)

Samp.Type

DEQ-7 (A and B)

(Page 3 of 5)

Client : MDEQ Drilling Co. : Bowser-MornerGeologist : John Greene Driller : John FilbrunDate : 7/6/99 and 7/7/99 Drill Method : VersaSonicTOCEIev. (ft) : A=829.84; 6=829.98 DTW(fl) : A=1 5.33' B=1 5.49'

DRAFT COPY

6

7

2'

2'

-'•'

* '

.'.'.

. . .

.'.'.'

• ' • ' •

'.'.'

i »

• -

• _ - .

sw

CS

CS

50-60' Light Brown Fine to Coarse SAND andGRAVEL (<1"), Cobbles (3"), Saturated.

s: A,

0

'

"-

'.;•.•.'•'•:•

f

'.'.'•-.•.

.*•

•

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•

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.*

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.

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|||||||M SNELL ENVIRONMENTAL


9841-5480-13

Northing: A & B = 15,384,066.8

Easting: A& B = 2,142,742.0

Feet

60

61 -

62-

63-

64-

65-

66-

67-

68-

69-

70

71 -

72-

73 -

74-

75-

76-

77-

78-

79-

an

PID(ppm)

REC

(ft)Samp.Type

DEQ-7 (A and B)

(Page 4 of 5)



TOC Eiev (ft) ' A=829 84' B=829 98 DTW (ft)

DRAFT COPY

8

9

4.5'

10'

, O

Q a o, "o

0 0 0

0 0

"oa o

O 0

o0 0

G 0

G 0

O OO

a o

O Q

O O

0 0

o ,0 O

oo o

0o ,

o

oo

0

0

0

0

0

Q

GW

GW

ss

CS

CS

60-70' Grayish-Brown Fine to Coarse GRAVEL,Well-Rounded, Few Subangular, Some Sand, FewWell-Rounded Cobbles, Saturated.

70-72' Gray Fine to Coarse GRAVEL, Well-Rounded, LittleSand, Saturated.

72-80' SANDSTONE (see below), Weathered,Decemented.

£

0

'•

•

: Bowser-M

. John Filbr

: VersaSon• /\=15 33'.

A,B

\

1

omer

un

ic

6=15.49'

•-X.'

,, /


AOUCwpm,

DEQ-7 (A and B)



Northing: A & B = 15,384,066.8

Easting: A & B = 2,142,742.0


:MDEQ: John Greene

: 7/6/99 and 7/7/99

: A=829.84; 8=829.98

Drilling Co.

Driller

Drill Method

DTW(ft)

. Bowser-Momer

: John Filbrun

: VersaSonic

: A=15.33'; B=15.49'

Feet

80

81

82

83

84

85

86

87

88

89-

90-

91 -

92-

93-

94-

95-

96-

97-

98-

99-

100

10

11

PID(ppm)

REC(ft)

Samp.Type

DRAFT COPY

6.5'

ss

cs

cs

72-129' SANDSTONE (Marshall). Argillaceous, micaceou:(muscovite), quartzose sandstone. Very fine grained withcarbonate cementation (increasing decementation towardsthe top). Gray with orange oxidation in areas withdiscontinuities. Generally laminated to very thinly beddedwith a few depths thinly to moderately bedded. Moderatelyhard to hard. Most fractures in the core are horizontalalong the bedding planes, and appear to be mostly coreinduced with a few to some natural fractures. The lowangle and vertical fractures are all or mostly natural.

80-82' Sandstone broken into pieces.82-86.5' Core induced fractures.

86-90' Core induced fractures.

Fractures every 0.15-0.5' along bedding planes.

s:

Sbreen

-Screen


(Page 6 of 7)


9841-5480-13

Northing: C& D = 15,384,063.7

Easting: C& D = 2,142,751.5


:MDEQ

: John Greene

: 7/6/99 and 7/7/99

: C=829.75;D=830.01

Drilling Co.

Driller

Drill Method

DTW(ft)

: Bowser-Momer

: John Filbrun

: VersaSonic

:C=15.22'; 0=15.71'

Feet

100

101

102

103

104

105

106

107

108

109-

110-

111 -

112-

113-

114-

115-

116-

117-

118-

119-

120

PID(ppm)

REC(in)

Samp.Type

2.5'

SS

cs

cs


101-103' Fractured along bedding planes, and solutionpitting/vugs of fossils in sandstone.

103-104' 3 vertical fractures.


105.5-107' Fractured every 0.04-0.13' along beddingplanes.

110-110.5' Vertical fracture.

110.5-112' Sandstone broken into fragments (<0.04').


113-113.5' Vertical fracture.

s:

:0

C,D

Screen

||||M SNELL ENVIRONMENTAL


9841-5480-13

Northing: C & D = 15,384,063.7

Easting: C & D = 2,142,751.5

Feet

120

121 -

122-

123-

124-

125-

126-

127-

128-

129-

nn

131 -

132-

133-

134-

135-

136-

137-

138-

139-

140 -

PID(ppm)

REC(in)

Samp.Type

DEQ-7 (C and D)(Page 7 of 7)



TOC Elev (ft) ' C=829 75'D~830 01 DTW(ft)

: Bowser-Morner: John Filbrun: VersaSonic• r-n; 90'- rt-in 71'

DRAFT COPY

3

4

4.3'

0'

— :

— :

ss

SH

CS

CS

120-122.5' Fractures every 0.17-0.3' along beddingplanes.

122.5-123.8' Sandstone broken into fragments (<0.25').


125.5-126.8' Sandstone broken into fragments (<0.25'),and a vertical fracture.



129-140' SHALE (Coldwater), black.


s: C,D

:0

'•

Li _ -J

-

--

Screen

----

1•

•

• It1ill

111

•

liff

1 SNELL ENVIRONMENTAL1 GROUP, INC.1 «U»P,


9841-5480-13

Northing: A= 15,384,006.0

Easting: A = 2,143,085.8

Feet

0

1

2

3-

4 -

5 -

6 -

7 -

8 -

1

1

9 -

3

1 -

12-

1

V

1,

1(

3 -

3

17-

1{

1£

2C

) -

PID(ppm)

REC(ft)

Samp.Type

DEQ-8 (A)

(Pagel of 2)



Date : 7/27/99 and 7/28/99 Drill Method : VersaSonic

TOC Elev. (ft) : A=839.1 1 DTW (ft) : A-24.721

DRAFT COPY

'

2

*T

93' C-

86' ' —

':-;

UL!• SM

:•: SP

'•: SM

ML

;•: SP

:;

• SM

'.

.': SP

:: sp

CS

CS

0-0 1 ' Hark Rrnui/n Organic Sll T Rnnts Mnkt0 1-0 R1 Rrnwn Silty Fine SANn Trarj» Rnnts0.6-1.2' Orange Fine SAND, Trace Silt, Moist.1 .2-2.3' Tan Fine SAND, Trace Medium to Coarse Sand,Trace Gravel.

2.3-3.1' Orange-Tan-Brown Fine SAND, Trace Medium toCoarse Sand, Trace Gravel, Moist.3.1-5' Interbedded (<0.04' Thick) White Fine to MediumSAND, Orange Silty Fine SAND, and Tan Fine to MediumSAND, Trace Silt, Moist.

5-6.7' Orange-Brown Silty Fine to Medium SAND, TraceCoarse Sand, Trace Gravel, Moist.

B 7-7' I ight Rrnwn Sll T7-8.3' Light Brown Fine to Medium SAND, Trace CoarseSand, Trace Gravel, Moist.

8.3-8.4' Brown Silty Fine SAND, Moist.

8.4-10' Interbedded (<0.05' Thick) Tan Fine SAND andBrown SILT, Moist.

10-15' Interbedded (<0.7' Thick) Brown Silty Fine SAND,Tan Fine to Medium SAND, Tan Fine SAND, Brown SILT,and Brown Silty CLAY.

15-16' Tan Very Fine SAND, Wet.

16-23' Tan Fine to Medium SAND, Trace Coarse Sand,Trace Gravel, Wet.

:A

:0

•.

-.

'.

'.

.

•

• _

.;

'•

-

•

•

•

•1

••111IHliOBlliiiiff

ISNELL ENVIRONMENTAL| GROUP, INC.Ill Wtam


9841-5480-13

Northing: A = 15,384,006.0

Easting: A = 2,143,085.8

Feet

2

2

2

2

2

2

2

2

2

2

3

3

3,

3

3'

3

3f

3"

31

35

4C

o

1 -

2 -

3-

4 -

5-

6-

7-

8-

9 -

o

1 -

2 -

3 -

t -

5 -

r -

3 -

) -

PID(ppm)

REC

(ft)

Samp.Type

DEQ-8 (A)

(Page 2 of 2)



TOC Elev (ft) A~839 1 1 DTW (ft)

DM COPY

3

A

9.3'

8.3'

' - " .'

v.':

:;::;

-;•:

rJrf

Jr

fJr

rJr

SP

SM

SP

SW

SP

SP

SL

CS

CS

23-24.3' Tan Fine SAND, Little Medium Sand, Trace CoarseSand, Wet.

24.3-28.7' Tan Fine to Medium SAND, Trace Coarse Sand,Trace Gravel, Wet.

26.3-26.6' Brown SILT and Very Fine SAND, Wet.

27.6-28.1' Brown SILT and Very Fine SAND, Wet.

28.7-29.3' Tan-White-Orange-Black Fine to Coarse SAND,Trace Gravel29.3-30.7' Tan Fine to Medium SAND, Trace Coarse Sand,Wet.

30.7-36.1' Tan Fine SAND, Trace Medium to Coarse Sand,Trace Gravel, Wet.

36.1-40' Gray SILTSTONE, weathered, sandy (very finegrained), very soft, broken into fragments (<0.5').

A

0

-

:Bo

: Jot

:Ve

A=

:

Afser-Momer

>n Filbrun

•sa Sonic

24.72'

__i

Screen


(Page 3 of 4)[Verona Wellfield, 250 Brigden Dr, Battle Creek, M


Northing: B & C = 15,384,005.0

Easting: B & C = 2,143,095.0

Client

Geologist

date

TOC Elev. (ft)

. MDEQ

: John Greene

: 7/27/99 and 7/28/99

: 8=838.93; C=838.84

Drilling Co.

Driller

Drill Method

DTW(ft)

: Bowser-Morner

: John Filbrun

: VersaSonic

: 6=24.36'; C=24.26'

Feet

40

41

42

43

44

45

46

47

48

49-

50-

51 -

52-

53-

54-

55-

56-

57-

58-

59-

60

PID(ppm)

REC(ft)

Samp.Type

DRAFT COPY

9.3'

8.6'

SP

GP

SS

cs

cs

41.1-41.6' Gray Fine to Medium Gravel, Moderately WellRounded, Little Sand, Wet.

41.6-136' Gray Very Fine SANDSTONE (Marshall).Argillaceous, micaceous (muscovite), quartzosesandstone. Very fine grained with carbonate cementation(increasing decementation towards the top). Gray withorange oxidation in some areas with discontinuities.Generally laminated to very thinly bedded with a fewdepths thinly to moderately bedded. Moderately hard tohard. Most fractures in the core are horizontal along thebedding planes, and appear to be mostly core induced witha few to some natural fractures. The low angle andvertical fractures are all or mostly natural.

41.6-45.5' Broken into fragments with bedding planeshaving a 0.01-0.03'spacing.

50-52.6' Broken into fragments with bedding planes havinga 0.01-0.04'spacing.

52.6-52.85' No bedding planes visible.

52.85-53.2' Highly fossiliferous zone with a few fossilshaving partial pyrite replacement. Solution pitting/vugs offossils.

53.2-53.3' Orange oxidation staining.

6 sreen

nil Biimi SNELL ENV|R°NMENTAL


9841-5480-13

Northing: B & C = 15,384,005.0

Easting: B & C = 2,143,095.0

Feet

fin

61

62-

63-

64-

65-

66-

67-

68-

69-

70 -

71 -

72-

73 -

74-

75-

76-

77-

78-

79-

80 -

PID(ppm)

REC

(ft)Samp.Type

DEQ-8 (B and C)

(Page 4 of 4)



TOC Elev (ft) ' B=838 93' C~838 84 DTW (ft)

DRAFT COPY

3

4

9.3'

8.3'

ss

CS

CS

60-61 .3' Sandstone broken into fragments.

61.3-68.4' Fractured every 0.03-0.15' along beddingplanes (0.01-0.11 spacing).

68' Vertical fracture.

70-77 .4' Fractured every 0.05-0.1' along bedding planes(0.02-0.11 spacing).

77.4-78.1' SANDSTONE, friable, no bedding planes, darkgray.

: Bowser-Morner

: John Filbrun

: VersaSonic

: 6=24.36'; C=24.26'

s: B,C

:0

'•

-

:

Screen

:

~-

SNELL ENVIRONMENTALGROUP, INC. DEQ-8 (D and E)



Northing: D & E = 15,384,010.0

Easting: D & E = 2,143,091.8


:MDEQ: John Greene: 7/27/99 and 7/28/99

: D=838.87;E=838.98

Drilling Co.Driller

Drill MethodDTW(tt)

: Bowser-Morner: John Filbrun: VersaSonic: D=24.0V; E=24.16'

Feet

80

81

82

83

84

85

86

87

88-

89-

90-

91 -

92-

93-

94-

95-

96-

97-

98-

99-

100

PID(ppm)

REC

(ft)

Samp.Type

COPY

9.3'

8.6'

ss

CS

CS

80-80.8' Sandstone broken/ground up into fragments, andsome orange oxidation on a fragment.

80.8-81.6' fossiliferous and solution pitting/vugs of fossils.

81.6-82.7' SANDSTONE, fine to medium grained.Fractured every 0.05-0.1' along bedding planes (0.03-0.11

spacing).

82.7-86.1' SANDSTONE, friable, no bedding planes.

90-96' Fractured every 0.03' to 0.07' along bedding planes(0.02-0.07' spacing).

:0

D,E




Northing: D & E = 15,384,010.0

Easting: D & E = 2,143,091.8

ClientGeologist

Date

TOC Elev. (ft)

:MDEQ

: John Greene

: 7/27/99 and 7/28/99

: D=838.87;E=838.98

Drilling Co.

Driller

Drill Method

DTW(ft)

: Bowser-Momer

: John Filbrun

: VersaSonic

: 0=24.01'; E=24.16'

Feet

100

101

102

103

104

105

106

107

108

109-

110-

111 -

112-

113-

114-

115-

116-

117-

118-

119-

120

PID(ppm)

REC(ft)

DRAFT COPYSamp.Type

9.3'

8.3'

ss

cs

cs

100-102.7' Sandstone broken into fragments (<0.2').

110-115.9' Fractured every 0.02-0.04' along beddingplanes.

115.9'-116.8' SILTSTONE, micaceous, gray.

s: D,E

:0

creen

IIImuiillliilil

ISNELL ENVIRONMENTAL1 GROUP, INC.1III ADUCiqsr,


9841-5480-13

Northing: D & E = 15,384,010.0

Easting: D & E = 2,143,091.8

Feet

120

121

122-

123-

124-

125-

19fi

127-

128-

129-

130 -

131 -

132-

133 -

1 1A

135-

1 "*fi

137-

138-

139-

140 -

PID(ppm)

REC(ft)

Samp.Type

DEQ-8 (D and E)

(Page 7 of 8)



TOC Elev (ft) ' D-838 87 E=838 98 DTW (ft)

DRAFT COPY1

5

6

5.5'

3.3'

— •

ss

SH

CS

CS

120-120.5' Highly fossiliferous zone with a few fossilshaving partial pyrite and a clear mineral replacement.


121.5-122.5' No fractures, bedding planes every0.01-0.03'.

122.5-125.6' Fractured every 0.03-0.05' along beddingplanes (0.01-0.05' spacing).


136-145' SHALE (Coldwater), Dark Gray.

: Bowser-Morner: John Filbrun: VersaSonic: 0=24.01'; E=24.16'

s: D,E

:0

• _

-

-

Screen-----


(Page 8 of 8)


9841-5480-13

Northing: D & E = 15,384,010.0

Easting: D & E = 2,143,091.8

ClientGeologist

Date

TOC Elev. (ft)

. MDEQ

: John Greene

: 7/27/99 and 7/28/99

: D=838.87;E=838.98

Drilling Co.

Driller

Drill Method

DTW(ft)

. Bowser-Momer

: John Filbrun

: VersaSonic

: 0=24.01'; E=24.16'

Feet

140

141

142

143

144

145

146-

147-

148-

149-

150-

151 -

152-

153-

154-

155-

156-

157-

158-

159-

160-

PID(ppm)

REG

DRAFT COPYSamp.Type

D,E

:0

8.4' SH CS


snell environmental group, inc. · snell environmental group, inc. 261615 september 14, 1999 ms....

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