results of soil borings and laboratory testing

Results of Soil Boringsand Laboratory Testing

TH 36 and English Street InterchangeMaplewood, MinnesotaSP 6211-90

Prepared for

City of Maplewood

Project BL-11-06382April 16, 2012

Braun Intertec Corporation

952.995.2000952.995.2020braunintertec.com

11001 Hampshire Avenue SMinneapolis, MN 55438

Phone:Fax:Web:


Providing engineering and environmental solutions since 1957

AA

/EO

E

April 16, 2012 Project BL-11-06382

Michael Thompson, PECity Engineer / Dep. Director of Public WorksCity of Maplewood1902 County Rd B EastMaplewood, MN 55109

Re: Soil Borings and Laboratory TestingTH 36 and English Street InterchangeMaplewood, MinnesotaSP 6211-90

Dear Mr. Thompson:

We have completed the soil borings and laboratory testing requested by the City of Maplewood andShort Elliott Hendrickson, Inc. (SEH) for the reconstruction of the Trunk Highway 36 (TH 36) and EnglishStreet Interchange in Maplewood, Minnesota.

Scope of Services

Our work was completed in general accordance with our Proposal for Soil Borings and Laboratory Testingto the City of Maplewood, dated October 13, 2011. Actual drilling and laboratory testing servicesperformed were based on subsurface conditions encountered and direction from SEH.

For the project, our performed scope of services included the following:

Site reconnaissance and onsite meeting with SEH to coordinate access. Clearance of public utilities. Acquiring MnDOT Trunk Highway Right-of-Way and Ramsey County Excavation or

Obstruction Permits. Coordination of traffic control in accordance with the approved permits, including lane

closures, traffic control devices and flagmen. Performing forty-one standard penetration test (SPT) borings in bridge, retaining wall and

noise wall areas to nominal depths of 10 to 80 feet below grade (some of the bridge boringswere extended to 90 feet below grade to meet MnDOT aggregate blow count criteria).

Performing three SPT borings in pond areas to a nominal depth of 20 feet below grade. Performing forty-two SPT borings in City and County-owned street and right-of-way areas to

nominal depths of 10 to 25 feet below grade. Performing fifty-five solid stem auger (FA) borings to nominal depths of 5 to 10 feet below

grade in MnDOT and City-owned street and right-of-way areas.

City of MaplewoodProject BL-11-06382April 16, 2012Page 2

Review and classification of samples recovered from the borings in general accordance withUnified Soil Classification System or the MnDOT Triangular Textural Soil Classification Systemand preparation of Log of Boring sheets.

Laboratory testing as requested by SEH. Project coordination and preparation of this factual soil boring report.

Documents Provided

SEH provided us with aerial figures of the project area denoting the boring locations. The figures weretitled Figure 1 of 2 and Figure 2 of 2 – TH 36/English St. Interchange Boring Location Map. Severalupdates of these figures were provided, with the most recent dated April 2, 2012 (Figure 1 of 2) and April9, 2012 (Figure 2 of 2). Copies of these figures are included in Appendix A.

Boring Numbering and Locations

As requested, we performed a total of eighty-six standard penetration test (SPT) borings and fifty-fivesolid stem auger (FA) borings. The borings were performed and named as listed in Table 1. Uniqueboring names were provided by SEH.

Table 1. Boring and Sounding Summary

BoringType Quantity Jurisdiction Location Unique Name

SPT 41 MnDOT Bridge/Retaining Wall/Noise Wall R-01 to R-41

SPT 1 MnDOT Ponds P-02

SPT 2 City Ponds P-01, P-03

SPT 42 City/County City/County Streets B-01 to B-42

FA 48 MnDOT TH 36 and Approaches S-01 to S-48

FA 7 City City Streets S-49 to S-55

The borings were performed at the approximate locations shown on the attached figures provided bySEH.

The boring locations were selected and staked by SEH. Boring coordinates and ground surface elevationsat the boring locations were provided by SEH. Offset distances listed on the Log of Boring sheets weremeasured by the drillers in the field.

Drilling and Sampling Methods

Auger BoringsAuger borings were drilled with truck-mounted core and auger drills with solid stem auger in accordancewith ASTM D 1452.


Standard Penetration Test BoringsThe SPT borings were drilled with off-road vehicle and truck-mounted core and auger drills equippedwith hollow-stem auger in accordance with ASTM D 1586. A 110-pound calibrated hammer was used forthe borings. The 110-lb hammer calibrations for the various drill rigs are listed below.

Drill Rig 7504 was measured at 61 percent efficiency on March 21, 2011. Drill Rig 7506 was measured at 62 percent efficiency on January 6, 2011. Drill Rig 7511 was measured at 58 percent efficiency on November 11, 2011. Drill Rig 7514 was measured at 66 percent efficiency on November 11, 2011.

The exception was Boring R-12, which was drilled with AT Drill Rig 8502 with a 140-pound hammer. The140-pound hammer was calibrated to 81 percent efficiency on November 11, 2011. The calibratedconversion factor to N60 was 1.35.

During drilling, penetration test samples were taken at 2 1/2- and 5-foot intervals. Thinwall sampleswere attempted in areas where cohesive or organic soils were indentified within the SPT borings. Giventhe granular nature of the majority of the soils encountered, limited thinwall samples were attemptedand recovered. Actual sample intervals and corresponding depths are shown on the boring logs.

Sample StorageRepresentative soil samples will remain in our Minneapolis office for a period of 60 days to be availablefor your examination after issuance of this report.

Soil Classification

The soils encountered were visually and manually classified in general accordance with the MnDOTTriangular Textural Soil Classification System (for MnDOT jurisdiction borings) and the UnifiedClassification System (for City/County jurisdiction borings). Charts explaining the classification systemsare attached in Appendix A.

Log of Boring Sheets

Log of Boring sheets for our borings are included in Appendix A of this report. The logs identify anddescribe the geologic materials that were penetrated, present the results of penetration resistance tests(for the penetration test borings), laboratory tests performed on penetration test and auger samplesretrieved from them, and groundwater measurements.

Strata boundaries were inferred from changes in the penetration test samples and the auger cuttings.Because sampling was not performed continuously, the strata boundary depths are only approximate.The boundary depths likely vary away from the boring locations, and the boundaries themselves may alsooccur as gradual rather than abrupt transitions.


Laboratory Testing

Laboratory testing was performed as requested by SEH. For Borings R-1 to R-17 and R-40 and R-41, testingwas performed in general accordance with the MnDOT Specifications for Subsurface Investigation. Testsperformed included moisture content, dry-density, organic content, percent passing the number 200sieve, full sieve analysis, Atterberg limits, hand penetrometer, unconfined compression, standard Proctorand R-value tests on recovered jar, thinwall and bag samples (of auger cuttings). Tests were performed inaccordance with MnDOT or ASTM procedures and as referenced on the specific test reports.

The tests are shown or noted on the right side of the Log of Boring Sheets, across from the associatedsample, with the exception of R-value and standard Proctor results. The sieve analysis, Atterberg limits,unconfined compression, standard Proctor and R-value tests test results are also shown graphically onseparate sheets included in Appendix B of this report.

Groundwater Observations and Borehole Abandonment

The drillers checked for groundwater as the penetration test borings were advanced. The borings weretypically checked again for the presence of groundwater after auger withdrawal, unless mud rotarydrilling methods or coring was performed. The boreholes were then backfilled with cuttings and/orbentonite grout after completion in accordance with Minnesota Department of Health regulations.

Groundwater Fluctuations

Groundwater measurements were made under the conditions reported herein and shown on theexploration logs, and interpreted in the text of this report. It should be noted that the observation periodwas relatively short, and groundwater can be expected to fluctuate in response to rainfall, flooding,irrigation, seasonal freezing and thawing, surface drainage modifications and other seasonal and annualfactors.

Level of Care

In performing our services, Braun Intertec has used that degree of care and skill ordinarily exercisedunder similar circumstances by reputable members of our profession currently practicing in the samelocality. No warranty, express or implied, is made.

Appendix A

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

P P P P P P

PP

MH

P

P

P

P

P P P P P P P

P

MH

MH

CANOPY

CUL END

CUL END

CUL END

CUL END

CB

CUL END

CUL END

CUL END

CUL END

P

P

P

P

P

P

P

P

P

PP P

P P

PP

P

P

P

P

P

P

P

P

P

CB

CB

CUL END

CUL END

P

P

P

P

PP

P P PP

P P

PP

MH

MH

XC

XC

XC

CUL END

CB

CB

CUL END

CB

MH

MH

MH

MH

MH

MH

MH

CUL END

CUL END

CB

GP

CB

CUL END

XCXC XC

XC

XC XC

XC

XC XC XC

XC XC

SCALE

MH

WALL

CUL END

AREA

UNDER

CONSTRUCTION

PP

P P

XCXCXC

XC

XC

XC

XC

XC

XC

XC

XCXCXCXCXCXC

XC

XC

XC

CUL END

CB

P P PPPPPPPPP P P P P

P P P

P P

CUL END

CUL END

CUL END CUL END

AREA

UNDER

CONSTRUCTION

XC

XC

XC

XC

XC

XC

XC XC

XC

XC

XC

XC

XC

XC

XC

XC

XC

XC

390+00 395+00 400+00 405+00 410+00 414+00 419+00 424+00 435+00390+00 395+00 400+00 415+00 420+00 426+00 435+00

205+00200+00210+00

5+00

10+0

0

15+00

5+00

100

+00

105

+00

110

+00

10+00

15+00

35+0

0

30+00

10+005+00 15+00

20

+00

25

+00

40+00

46+00

33+0025+00

50+00

20+00

404+00

S-52

S-34

S-33

S-32

S-31 S-30

S-35

S-49

S-50

S-55

S-51

S-53

S-54

R-1

R-2

R-3

R-4 R-7 R-8R-9

R-12

R-16

R-17

R-18R-40

R-41

B-6

B-1

B-2

B-4 B-5

B-16 B-17B-18 B-19

B-20

B-21

B-22 B-23 B-26 B-27B-30

B-7

B-8

B-9

B-10

B-11

B-12

B-13 B-14 B-15

B-3

P-1

P-2

P-3

B-24

B-25

B-28

B-29

S-1

S-2

S-3

S-4

S-5

S-6

S-7

S-8

S-9

S-10

S-12

S-14

S-16 S-18

S-11 S-13 S-15 S-17 S-19 S-21

S-36S-37

S-38

S-39

S-20

S-22 S-24 S-26 S-28

S-23 S-25 S-27 S-29

S-40

S-41S-42

S-43

S-44

S-45

S-46

S-47

S-48

R-5 R-6

R-10 R-11

R-13R-14R-15

S:\

KO\

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Maple\113910\

Desig

n\

Ge

otech\

Borin

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DG

Ns\113910_Soil B

orin

g

FIGs.d

gn

4/2/2012

1:0

3:5

1 P

Msoil b

orin

g1

byeats

BORING LOCATION MAP

TH 36 / ENGLISH ST. INTERCHANGE FIGURE

OF 2

36

61

EN

GLIS

H

ST

REET

COUNTY ROAD B

ATL

AN

TIC

ST

REET

GERVAIS AVENUE

COPE AVENUE

VE

NT

O

TR

AIL

MINNESOTA

1

MA

TC

H LIN

E -

SE

E FIG

UR

E 2

0

feetscale

100 300

B-#

P-#

R-#

S-# FLIGHT AUGER BORINGS

STRUCTURE BORINGS

ROADWAY BORINGS

POND BORINGS

EXISTING MNDOT RIGHT OF WAY

AND PARCEL BOUNDARIES

EXISTING CITY/COUNTY RIGHT OF WAY

LEGEND

XCXCXCXCXCXC

XC

XC

XC

CB

P P P

PPP

P P

MH

XC

XC XC

XC

XC

XC

XC

XC

XCXCXC

XC

XC

XC

XC

XC

XC

XC

XCXC

XC

XCXC

XC

XC

XC

XC

XC XC XC XC XC

XC

XC

XC

XC

XC

XC

XC

XC

XC XC XC

XC

XC

P P

PP

CUL END

MH

MH

XC

COURT

BASKETBALL

TENNIS COURT

CB

XC

XC

XC

XC

XC

XC

XC

XC XC

XC

XC

XC

XC

XC XC

XC

XC XC

CUL END

XC

XC

XC

XCXC

GP TANK

CUL END

CUL END

CUL END

CB

XC

440 445 450 455 460 465 470

440

R-18 R-19 R-20 R-21 R-22 R-23 R-24R-25

R-26 R-27

R-28R-29 R-30 R-31 R-32 R-33 R-34 R-35 R-36 R-37

R-38 R-39

B-31

B-32

B-33

B-34

B-35

B-36

B-37

B-38B-39B-40B-41

B-42

S:\

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1:0

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BORING LOCATION MAP

TH 36 / ENGLISH ST. INTERCHANGE FIGURE

OF 2

B-#

P-#

R-#

S-# FLIGHT AUGER BORINGS

STRUCTURE BORINGS

ROADWAY BORINGS

POND BORINGS

EXISTING MNDOT RIGHT OF WAY

AND PARCEL BOUNDARIES

EXISTING CITY/COUNTY RIGHT OF WAY

LEGEND

36

GERVAIS AVENUE

COPE AVENUE

HA

ZEL

WO

OD

ST

REET

HA

ZEL

WO

OD

ST

REET

BA

RC

LA

Y S

TR

EET

GRANDVIEW AVENUE

KE

NN

AR

D

ST

REET

MINNESOTA

2

MA

TC

H LIN

E -

SE

E FIG

UR

E 1

0

feetscale

100 300

5

8

3

5

1

1

10

20

15

7

4.0886.0

9.0881.0

15.0875.0

17.0873.0

22.0868.0

25.0

17

18

14

14

9

9

20

32*

38*

SANDY LOAM, fine to coarse grained, with Gravel androots, dark brown, moist. (Topsoil Fill)

LOAMY SAND, fine to coarse grained, with occasionalSandy Loam seams, light brown and brown, moist.(Possible Fill)

SAND, fine to coarse grained, light brown, dry, loose tomedium dense. (Glacial Outwash)

SANDY LOAM, fine grained, plastic, trace Gravel, reddishbrown, moist, loose. (Glacial Outwash)

LOAMY SAND, fine to coarse grained, trace Gravel, reddishbrown moist to waterbearing, medium dense to dense.(Glacial Outwash)

SANDY LOAM, fine to coarse grained, with Gravel, plastic,reddish brown, waterbearing, dense. (Glacial Till)

State Project Bridge No. or Job Desc.

R-01Ground Elevation

(Surveyed) TH 36 and English St. InterchangeBoring No.

6211-90 890.0Trunk Highway/Location

(ft.) Drill Machine

Hammer

Location

CME Automatic Calibrated 11/23/11CompletedLongitude (West)=Drilling

SHEET 1 of 4 Co. Coordinate: X=587290 Y=180546

Latitude (North)=

7511

No Station-Offset Information Available

or Member

UNIQUE NUMBER

(Continued Next Page)

Depth

COH

Soil Class:J. Van Abel Rock Class: Edit: Date: 4/16/12

Breaks

Or Remarks

Elev.

SPT

(%)

U.S. Customary Units

5

10

15

20

25

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests

MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION

LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION

REC ACL

Dril

ling

Ope

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n

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RQD Core

Index Sheet Code 3.0N:\GINT\PROJECTS\MINNEAPOLIS\2011\06382-MNDOT.GPJ

Roc

k

DE

PT

H

(psf) Soi

l

Ground surface elevationsprovided by SEH.

*Switched to mud rotarydrilling after sample.

*Little sample recovery.

28

32

24

25

22

20

19

21

19

13

865.0

30.0860.0

40.5849.5

47.0843.0

21

22

17

21

18

22

38

33

49

40

SILTY CLAY LOAM, with Clay and Silt Loam seams,reddish brown, wet, very stiff. (Glaciofluvium)

SILT, with occasional Clay seams, dark reddish brown,moist to waterbearing, medium dense. (Glaciofluvium)

SANDY LOAM, fine grained, slightly plastic, with occasionalSilt Loam seams, reddish brown, waterbearing, dense.(Glacial Till)

LOAM, with Gravel and possible Boulders, reddish brown,wet, dense to very dense. (Glacial Till)





Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 2 of 4

or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


30

35

40

45

50

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

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RQD Core

N:\GINT\PROJECTS\MINNEAPOLIS\2011\06382-MNDOT.GPJ

Roc

k

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PT

H

(psf) Soi

l

LL=29, PI=9

P200=96%See Grain Size Curve.


2

9

8

7

9

55.0835.0

56*

59

78

200

98

LOAM, with Gravel and possible Boulders, reddish brown,wet, dense to very dense. (Glacial Till) (continued)

SANDY LOAM, fine to coarse grained, non plastic, traceGravel to with Gravel, reddish brown, moist, dense to verydense. (Glacial Till)






or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


55

60

65

70

75

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

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olog

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RQD Core


Roc

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H

(psf) Soi

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11

1

10

79.0811.0

89.0801.0

90.1799.9

41*

18

50/1"

50/1/2"

SANDY LOAM, fine to coarse grained, non plastic, traceGravel to with Gravel, reddish brown, moist, dense to verydense. (Glacial Till) (continued)

LOAMY SAND, fine to coarse grained, with Gravel, brown,waterbearing, medium dense. (Glacial Outwash)

SANDSTONE, with Gravel inclusions, white, moist.

Bottom of Hole - 90.1 feet.Water observed at 19 1/2 feet with 19 1/2 feet ofhollow-stem auger in the ground.Boring immediately backfilled with bentonite grout.






or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


80

85

90

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

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ratio

n

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olog

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RQD Core


Roc

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(psf) Soi

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*No sample recovery.

*Only gravel recovery.

7

4

2

8

6

4

1

15

12

25

2.0887.9

7.0882.9

14.0875.9

17.0872.9

21.0868.9

20

8

13

20

26

22

30

32*

16

SANDY LOAM, fine grained, non plastic, black, moist.(Topsoil Fill)

SAND, fine to coarse grained, light brown, dry to moist.(Possible Fill)

LOAMY SAND, fine grained, with occasional Sandy Loamseams, trace Gravel, reddish brown, moist, medium denseto dense. (Glacial Till)

SAND, fine to coarse grained, brown, dry, medium dense.(Glacial Outwash)

SANDY LOAM, fine grained, plastic, trace Gravel, reddishbrown, moist, dense. (Glacial Till)

SILT LOAM, reddish brown, moist to waterbearing, mediumdense. (Glaciofluvium)





(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7504


or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

15

20

25

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

Boring offset 30' West ofstake.


19

27

23

16

19

24

23

25

22

21

26.0863.9

29.0860.9

49.0840.9

16

19

19

26

24

19

23

28

30

26

SILT LOAM, reddish brown, moist to waterbearing, mediumdense. (Glaciofluvium) (continued)

CLAY, with Silt lenses, reddish brown, wet, very stiff.(Glaciofluvium)

SILT LOAM, with Clay lenses and seams, reddish brown,moist to waterbearing, medium dense to dense.(Glaciofluvium)

SILTY CLAY LOAM, reddish brown, wet, hard.(Glaciofluvium)






or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


30

35

40

45

50

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

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olog

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RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


18

14

15

7

54.0835.9

60.0829.9

32

27

33

84

30

SILTY CLAY LOAM, reddish brown, wet, hard.(Glaciofluvium) (continued)

SANDY LOAM, fine grained, plastic, reddish brown, moist,dense. (Glacial Till)

LOAMY SAND, fine to coarse grained, with Gravel, reddishbrown, waterbearing, dense to very dense. (GlacialOutwash)






or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


55

60

65

70

75

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


11

78.0811.9

91.0798.9

33

10*

17

15

LOAMY SAND, fine to coarse grained, with Gravel, reddishbrown, waterbearing, dense to very dense. (GlacialOutwash) (continued)

SANDY LOAM, fine to coarse grained, slightly plastic, traceGravel to with Gravel, reddish brown, waterbearing, loose tomedium dense. (Glacial Till)

Bottom of Hole - 91 feet.Water not observed prior to mud rotary drilling.Boring immediately backfilled with bentonite grout.






or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


80

85

90

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

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ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l



6

9

3

10

2

2

25

24

27

1.0889.4

9.0881.4

12.0878.4

17.0873.4

14

5

15

21

20

63

14

22*

18

SANDY LOAM, fine grained, trace Gravel and roots, black,dry. (Topsoil Fill)

LOAMY SAND, fine to coarse grained, trace Gravel to withGravel, with occasional Sandy Loam and Loam seams,reddish brown, moist. (Possible Fill)

SANDY LOAM, fine to coarse grained, slightly plastic,reddish brown, moist, medium dense. (Glacial Outwash)

SAND, fine to coarse grained, with gravel and possibleBoulders, reddish brown, dry to moist, medium dense tovery dense. (Glacial Outwash)

SILT, with occasional sandy Loam seams and lenses,reddish brown to dark reddish brown, moist to waterbearing,medium dense to dense. (Glaciofluvium)

With occasional Clay seams from 22 to 30 feet.





(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7511


or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

15

20

25

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

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(psf) Soi

l

Boring offset 15' North & 15'West of stake.


18

26

24

23

23

21

22

14

23

18

42.0848.4

45.0845.4

47.0843.4

34

30

30

26

33

32

32

47

39

35

SILT, with occasional sandy Loam seams and lenses,reddish brown to dark reddish brown, moist to waterbearing,medium dense to dense. (Glaciofluvium) (continued)

SANDY LOAM, fine to coarse grained, slightly plastic, traceGravel, reddish brown, moist, dense. (Glacial Till)

LOAM, reddish brown, waterbearing, dense. (Glacial Till)

CLAY, trace Gravel, with Sand seams, reddish brown, wetto waterbearing, hard. (Glacial Till)






or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


30

35

40

45

50

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


18

21

13

12

6

54.0836.4

59.0831.4

64.0826.4

32

82

93

41*

44

CLAY, trace Gravel, with Sand seams, reddish brown, wetto waterbearing, hard. (Glacial Till) (continued)

LOAMY SAND, fine to coarse grained, reddish brown,waterbearing, very dense. (Glacial Outwash)

SANDY LOAM, fine to coarse grained, non plastic, withGravel and possible Boulders, reddish brown, waterbearing,very dense. (Glacial Outwash)

LOAMY SAND, fine to coarse grained, with Gravel andpossible Boulders, with occasional Sandy Loam seams,reddish brown, waterbearing, dense. (Glacial Outwash)






or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


55

60

65

70

75

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

LL=30, PI=19


76.0814.4

34*

Bottom of Hole - 76 feet.Water observed at 24 1/2 feet with 24 1/2 feet ofhollow-stem auger in the ground.Boring immediately backfilled with bentonite grout.






or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


8

6

9

1

1

1

6

12

1

2

0.7888.8

4.0885.5

7.0882.5

14.0875.5

19.0870.5

10

14

12

14

17

19

18

14

17

SANDY LOAM, fine to coarse grained, slightly plastic, darkbrown, moist. (Topsoil Fill)

SANDY LOAM, fine to coarse grained, non plastic, with Clayseams, trace Gravel and roots, brown, moist. (Fill)

LOAMY SAND, fine to coarse grained, with Clay lenses,light brown and brown, moist. (Possible Fill)

SAND, fine to coarse grained, trace Gravel, light brown, dry,medium dense. (Glacial Outwash)

LOAMY SAND, fine to coarse grained, light brown to brown,moist, medium dense. (Glacial Outwash)

With Sandy Loam lenses at 18 feet.

SAND, fine to coarse grained, trace gravel, light brown, dryto moist, medium dense. (Glacial Outwash)





(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7504


or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

15

20

25

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

Boring offset 15' South ofstake.

1

2

1

23

13

13

14

12

17

34.0855.5

37.0852.5

47.0842.5

49.0840.5

18

15

15

24

12

13

TW

20

13

10

SAND, fine to coarse grained, trace gravel, light brown, dryto moist, medium dense. (Glacial Outwash) (continued)

SILT LOAM, reddish brown, moist, medium dense.(Glaciofluvium)

CLAY, trace Gravel, dark reddish brown to reddish brown,wet, stiff to very stiff. (Glacial Till)With Sand layers at 42 feet.

SAND, fine to coarse grained, brown, waterbearing, loose.(Glacial Outwash)

2760

<1

124






or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


30

35

40

45

50

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

lqp=2 1/2 tsf

qp=3 tsf

10

10

1261.0828.5

13

31

25

LOAMY SAND, fine to coarse grained, trace Gravel, withSandy Loam layers, reddish brown, waterbearing, mediumdense to dense. (Glacial Outwash) (continued)

Bottom of Hole - 61 feet.Water observed at 47 feet with 47 feet of hollow-stem augerin the ground.Water observed at 47 feet with 59 1/2 feet of hollow-stemauger in the ground.Water not observed immediately after withdrawal of auger.Boring immediately backfilled with bentonite grout.






or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


55

60

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

6

4

7

8

1

1

1

1

2

8

0.9888.7

5.0884.6

9.0880.6

22.0867.6

15

10

12

8

9

15

18

16

39

SANDY LOAM, fine grained, slightly plastic, black, moist.(Topsoil Fill)

LOAMY SAND, fine to coarse grained, trace roots, lightbrown and brown, moist. (Fill)

LOAMY SAND, fine to coarse grained, with Sandy Loamseams, light brown and brown, moist. (Possible Fill)

SAND, fine to coarse grained, trace Gravel, light brown, dryto moist, loose to medium dense. (Glacial Outwash)






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7504


or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

15

20

25

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


7

21

26

22

20

22

9

14

13

8

27.0862.6

42.0847.6

44.0845.6

47.0842.6

48.5841.1

30

27

27

22

20

25

33*

46

22

56

SANDY LOAM, fine to coarse grained, slightly plastic, traceGravel, reddish brown, moist, dense. (Glacial Till)(continued)

SILT LOAM, reddish brown to gray, moist to wet, dense.(Glaciofluvium)

SANDY CLAY LOAM, with Gravel, brown, wet, hard.(Glacial Till)

LOAMY SAND, fine to coarse grained, reddish brown,waterbearing, medium dense. (Glacial Outwash)

CLAY, with Gravel, gray, wet, hard. (Glacial Till)

LOAMY SAND, fine to coarse grained, with Gravel, Cobblesand possible Boulders, reddish brown, waterbearing, verydense. (Glacial Outwash)






or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


30

35

40

45

50

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


Added head of water toauger from 45 to 47 1/2feet.

8

51.5838.1

54LOAMY SAND, fine to coarse grained, with Gravel, Cobblesand possible Boulders, reddish brown, waterbearing, verydense. (Glacial Outwash) (continued)Bottom of Hole - 51.5 feet.Auger refusal at 51 1/2 feet on apparent boulder.Water observed at 44 1/2 feet with 44 1/2 feet ofhollow-stem auger in the ground.Boring immediately backfilled with bentonite grout.






or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

13

4

2

4

2

3

2

2

1

22

0.5888.0

4.0884.5

14.0874.5

22.0866.5

25.0

10

16

18

14

16

24

26

26

17

SANDY LOAM, fine to coarse grained, slightly plastic, black,moist. (Topsoil Fill)

SAND, fine to coarse grained, brown, moist. (Fill)

SAND, fine to coarse grained, light brown, dry to moist,medium dense. (Glacial Outwash)

SAND, fine to coarse grained, with Gravel, light brown, dryto moist, medium dense to dense. (Glacial Outwash)

SILTY CLAY LOAM, brown, wet, very stiff. (Glaciofluvium)





(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7504


or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

15

20

25

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

23

25

20

22

19

16

22

19

863.5

27.0861.5

37.0851.5

44.0844.5

49.0839.5

19

21

TW*

21

20

25

23

22

27

35*

SILT LOAM, brown, waterbearing, medium dense.(Glaciofluvium)

SILTY CLAY LOAM, brown to dark reddish brown, wet, verystiff. (Glaciofluvium)

SILT LOAM, with occasional trace Gravel and Clay layers,reddish brown, moist to wet, medium dense to dense.(Glaciofluvium)

SILTY CLAY LOAM, with Clay lenses, reddish brown, wet,very stiff to hard. (Glaciofluvium)

CLAY, trace Gravel, brown, wet, hard. (Glacial Till)






or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


30

35

40

45

50

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l



12

15

16

54.0834.5

61.0827.5

31

26

32

CLAY, trace Gravel, brown, wet, hard. (Glacial Till)(continued)

SAND, fine to coarse grained, trace of Gravel, waterbearing,dense. (Glacial Outwash)

Bottom of Hole - 61 feet.Water observed at 24 1/2 feet with 24 1/2 feet ofhollow-stem auger in the ground.Water observed at 46 feet with 59 1/2 feet of hollow-stemauger in the ground.Water not observed to cave-in depth of 50 feet immediatelyafter withdrawal of auger.Boring immediately backfilled with bentonite grout.






or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


55

60

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

qp=3 1/2 tsf

8

13

12

10

11

11

11

10

9

9

3.0887.1

17.5872.6

10

8

4

4

4

4

18

18

43

SANDY LOAM, fine grained, non plastic, trace Gravel androots, dark brown and brown, moist. (Topsoil Fill)

SANDY LOAM, fine to coarse grained, slightly plastic, traceGravel, brown and dark brown, moist. (Fill)

SANDY LOAM, fine to coarse grained, slightly plastic, traceGravel to with Gravel, reddish brown, moist, medium denseto dense. (Glacial Till)





(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7504


or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

15

20

25

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

Boring offset 10' Southeastof stake.

14

11

21

22

22

23

22

23

27

27.0863.1

32.0858.1

41*

25

32

17

16

19

15

20

20

19

SANDY LOAM, fine to coarse grained, slightly plastic, traceGravel to with Gravel, reddish brown, moist, medium denseto dense. (Glacial Till) (continued)

LOAMY SAND, fine to coarse grained, reddish brown,waterbearing, dense. (Glacial Outwash)

SILT LOAM, with occasional Clay lenses, reddish brown tobrown, moist to waterbearing, medium dense.(Glaciofluvium)






or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


30

35

40

45

50

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


23

22

11

59.0831.1

61.0829.1

12

20

22

SILT LOAM, with occasional Clay lenses, reddish brown tobrown, moist to waterbearing, medium dense.(Glaciofluvium) (continued)

SANDY LOAM, fine grained, plastic, trace Gravel, reddishbrown, moist, medium dense. (Glacial Till)

Bottom of Hole - 61 feet.Water observed at 29 feet with 29 feet of hollow-stem augerin the ground.Water not observed with 59 1/2 feet of hollow-stem auger inthe ground.Boring immediately backfilled with bentonite grout.






or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


55

60

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

6

2

10

1

1

1

1

0.5889.4

4.0885.9

7.0882.9

12

12

11

14

19

24*

22

16

20

SILT LOAM, fine grained, non to slightly plastic, dark brown,moist. (Topsoil Fill)

LOAMY SAND, fine to coarse grained, brown, moist. (Fill)

SANDY LOAM, fine grained, non plastic, trace roots,reddish brown, moist. (Possible Fill)

SAND, fine to coarse grained, trace Gravel, light brown, dryto waterbearing, medium dense. (Glacial Outwash)

<1

<1





(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7504


or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

15

20

25

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


6

2

17

15

22

24

32

14

13

34.0855.9

39.0850.9

42.0847.9

47.0842.9

18

17

11

16

18

19

14

24

TW*

25

SAND, fine to coarse grained, trace Gravel, light brown, dryto waterbearing, medium dense. (Glacial Outwash)(continued)

SILT LOAM, with occasional Clay lenses, reddish brown,wet, medium dense. (Glaciofluvium)

SILTY CLAY LOAM, with Silt lenses, reddish brown, wet,stiff. (Glaciofluvium)

SILT LOAM, with Sandy Loam seams, reddish brown, moistto wet, medium dense. (Glaciofluvium)

SANDY LOAM, fine grained, plastic, reddish brown, wet,medium dense to very dense. (Glacial Till)






or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


30

35

40

45

50

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

Jetted borehole at 31 feet.


12

24

16

54.0835.9

61.0828.9

54

21

17

SANDY LOAM, fine grained, plastic, reddish brown, wet,medium dense to very dense. (Glacial Till) (continued)

LOAMY SAND, fine to coarse grained, reddish brown,waterbearing, medium dense. (Glacial Outwash)

Bottom of Hole - 61 feet.Water observed at 27 feet with 27 feet of hollow-stem augerin the ground.Boring immediately backfilled with bentonite grout.






or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


55

60

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

Jetted borehole at 59 1/2feet.

8

13

6

7

14

18

24

22

17

14

4.0873.0

9.0868.0

12.0865.0

22.0855.0

19

14

9

13

13

10

14

13

34

SANDY LOAM, fine grained, non plastic, with roots, blackand dark brown, moist. (Topsoil Fill)

SANDY LOAM, fine to coarse grained, slightly plastic, withClay layers and trace Gravel, dark brown, brown and black,moist. (Fill)

SANDY LOAM, fine grained, plastic, reddish brown, wet,medium dense. (Glacial Till)

LOAMY SAND, fine to coarse grained, reddish brown,waterbearing, loose to medium dense. (Glacial Outwash)

LOAMY SAND, fine to coarse grained, with Gravel, reddishbrown, waterbearing, medium dense to dense. (GlacialOutwash)





(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7504


or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

15

20

25

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

Boring offset 35' East ofstake.

8

19

10

3

10

15

10

6

9

27.0850.0

29.0848.0

39.0838.0

42.0835.0

23

28

34

47*

59

48

53

50+

50+

50/5"

LOAMY SAND, fine to coarse grained, with Gravel, reddishbrown, waterbearing, medium dense to dense. (GlacialOutwash) (continued)

LOAMY SAND, fine to coarse grained, reddish brown,waterbearing, dense. (Glacial Outwash)

SANDY LOAM, fine to coarse grained, slightly plastic, traceGravel to with Gravel and possible Boulders, reddish brown,moist, dense to very dense. (Glacial Till)

LOAMY SAND, fine to coarse grained, reddish brown,waterbearing, very dense. (Glacial Outwash)

SANDY LOAM, fine to coarse grained, non plastic, withGravel and possible Boulders, reddish brown, moist towaterbearing, very dense. (Glacial Till)






or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


30

35

40

45

50

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


750.5826.5

60/6"Bottom of Hole - 50 1/2 feet.Water observed at 12 feet with 12 feet of hollow-stem augerin the ground.Water not observed with 49 1/2 feet of hollow-stem auger inthe ground.Boring immediately backfilled with bentonite grout.






or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

8

7

8

6

5

9

19

22

23

1.1884.3

4.0881.4

7.0878.4

14.0871.4

19.0866.4

10

23

22

30

30

20

17

19

15

SILT LOAM, fine grained, slightly plastic, dark brown, moist.(Topsoil Fill)

SANDY LOAM, fine to coarse grained, slightly plastic, traceGravel, reddish brown and brown, moist. (Fill)


LOAMY SAND, fine to coarse grained, brown, moist,medium dense to dense. (Glacial Outwash)

LOAM, brown, moist to waterbearing, medium dense.(Glaciofluvium)

SILT LOAM, with occasional Sandy Loam and Clay seamsand lenses, reddish brown to dark reddish brown, moist towaterbearing, medium dense to dense. (Glaciofluvium)

1466*25* 101*





(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7511


or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

15

20

25

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

*Lab tests from thinwallsample in offset augerboring.

23

27

18

19

20

24

22

21

13

22

47.0838.4

18

17

18

23

22

20

24

26

28

26

SILT LOAM, with occasional Sandy Loam and Clay seamsand lenses, reddish brown to dark reddish brown, moist towaterbearing, medium dense to dense. (Glaciofluvium)(continued)

LOAM, dark reddish brown, waterbearing, dense.(Glaciofluvium)






or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


30

35

40

45

50

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

17

18

21

53.0832.4

59.0826.4

61.0824.4

26

29

25

LOAM, dark reddish brown, waterbearing, dense.(Glaciofluvium) (continued)

SILT LOAM, trace Gravel, dark reddish brown, moist to wet,dense. (Glaciofluvium)

SILTY CLAY LOAM, trace Gravel, dark reddish brown, wet,very stiff. (Glaciofluvium)

Bottom of Hole - 61 feet.Water observed at 14 1/2 feet with 14 1/2 feet ofhollow-stem auger in the ground.Water observed at 41 1/2 feet with 59 1/2 feet ofhollow-stem auger in the ground.Boring immediately backfilled with bentonite grout.






or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


55

60

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

6

6

5

2

10

10

1

9

17

20

2.0882.3

4.0880.3

7.0877.3

9.0875.3

12.0872.3

14.0870.3

17.0867.3

16

12

19

24

25

20

20

14

12

SANDY LOAM, fine to coarse grained, non plastic, traceGravel, dark brown, moist. (Fill)

SANDY LOAM, fine to coarse grained, non plastic, withGravel, brown and dark brown, moist. (Fill)

LOAMY SAND, fine to coarse grained, trace Gravel, brown,moist. (Fill)

SAND, fine to coarse grained, trace Gravel, brown, moist,medium dense. (Glacial Outwash)

SANDY CLAY LOAM, trace Gravel, reddish brown, moist towet, very stiff. (Glacial Till)

LOAMY SAND, fine-grained, reddish brown, moist, dense.(Glacial Outwash)

SAND, fine to coarse grained, brown, dry, medium dense.(Glacial Outwash)

SAND, fine to coarse grained, trace Gravel, brown, moist towaterbearing, medium dense to dense. (Glacial Outwash)





(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7514


or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

15

20

25

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

qp=3 tsf

22

20

15

26

19

21

29

12

19

11

29.0855.3

32.5851.8

35.0849.3

42.0842.3

45.0839.3

47.0837.3

27

23

24

31

35

43

43

35

35

58

SAND, fine to coarse grained, trace Gravel, brown, moist towaterbearing, medium dense to dense. (Glacial Outwash)(continued)

SAND, fine to coarse grained, with Gravel, brown,waterbearing, medium dense. (Glacial Outwash)

CLAY, reddish brown, wet, hard. (Glacial Till)

SILT LOAM, reddish brown, moist to wet, dense.(Glaciofluvium)

With Clay lenses at 40 feet.

SANDY LOAM, fine to coarse grained, slightly plastic, traceGravel, dark reddish brown, moist, dense. (Glacial Till)

LOAM, dark reddish brown, moist, dense. (Glacial Till)

SANDY LOAM, fine to coarse grained, slightly plastic, traceGravel, with occasional Silt Loam seams, reddish brown,moist, very dense. (Glacial Till)






or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


30

35

40

45

50

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

qp=3 tsf

1851.0833.3

61

Bottom of Hole - 51 feet.Water observed at 21 feet while drilling.Water observed at 21 feet with 49 1/2 feet of hollow-stemauger in the ground.Boring immediately backfilled with bentonite grout.






or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

31

45

30

19

12

15

12

11

28

21

4.0874.6

7.0871.6

14.0864.6

19.0859.6

1

WH

5

5

11

20

23

12

18

CLAY, organic, trace Gravel and roots, black, wet. (TopsoilFill)

CLAY LOAM, organic, black, wet. (Fill)

SANDY LOAM, fine to coarse grained, slightly plastic, withoccasional Sand seams, grayish brown, wet. (Fill)


SILT LOAM, with occasional Clay lenses, brown to reddishbrown, moist to waterbearing, loose to medium dense.(Glaciofluvium)





(ft.) Drill Machine

Hammer

Location



Latitude (North)=

8502


or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

15

20

25

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

Note: 140 lb. hammer wasused for Boring R-12.Hammer was calibrated to81% efficiency on 11/11/11.Conversion factor to N60

was 1.35.

20

17

14

12

12

10

18

19

19

9

32.0846.6

34.0844.6

39.0839.6

47.0831.6

16

22

28

20

22

28

41

68/4"

68/4"

68/5"

SILT LOAM, with occasional Clay lenses, brown to reddishbrown, moist to waterbearing, loose to medium dense.(Glaciofluvium) (continued)With trace Gravel at 30 feet.

SANDY LOAM, fine to coarse grained, plastic, with Gravel,brown, wet, medium dense. (Glacial Till)

SANDY LOAM, fine to coarse grained, slightly plastic, traceGravel, reddish brown, moist to wet, medium dense.(Glacial Till)

SILT LOAM, reddish brown, moist to waterbearing, dense tovery dense. (Glaciofluvium)

SANDY LOAM, fine to coarse grained, slightly plastic, traceGravel to with Gravel, possible Boulders, reddish brown,moist, very dense. (Glacial Till)






or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


30

35

40

45

50

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

10

8

11

59.0819.6

61.0817.6

68/5"

104

12

SANDY LOAM, fine to coarse grained, slightly plastic, traceGravel to with Gravel, possible Boulders, reddish brown,moist, very dense. (Glacial Till) (continued)

LOAMY SAND, fine to coarse grained, trace Gravel, reddishbrown, waterbearing, loose. (Glacial Outwash)

Bottom of Hole - 61 feet.Water observed at 19 1/2 feet with 19 1/2 feet ofhollow-stem auger in the ground.Boring immediately backfilled with bentonite grout.






or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


55

60

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

27

36

38

22

27

12

9

1.2871.9

12.0861.1

24.0849.1

4

4

2

5

TW*

7

TW*

7

TW*

SANDY LOAM, fine grained, plastic, black and dark brown,wet. (Fill)

CLAY, slightly organic to organic, with frequent Sandy Loamseams, black, wet, soft to firm. (Alluvium)

SANDY LOAM, fine to coarse grained, plastic, with Clayseams, reddish brown and gray, moist to waterbearing,loose. (Glacial Till)

CLAY, trace Gravel, with occasional Sand seams, reddishbrown, moist to wet, very stiff to hard. (Glacial Till)





(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7504


or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

15

20

25

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l




11

6

13

20

9

15

11

15

18

32.0841.1

34.0839.1

37.0836.1

40.0833.1

42.0831.1

49.0824.1

30

50

37

26

24

17

15

22

50*/6"

52

CLAY, trace Gravel, with occasional Sand seams, reddishbrown, moist to wet, very stiff to hard. (Glacial Till)(continued)

SILT LOAM, reddish brown, wet, dense. (Glacial Till)

SANDY LOAM, slightly plastic, trace Gravel, reddish brown,moist, medium dense. (Glacial Till)

SAND, fine to coarse grained, light brown, waterbearing,medium dense. (Glacial Outwash)

SANDY LOAM, fine grained, plastic, trace Gravel, reddishbrown, waterbearing, medium dense. (Glacial Till)

LOAMY SAND, fine to coarse grained, reddish brown,waterbearing, medium dense to very dense. (GlacialOutwash)

SANDY LOAM, fine to coarse grained, slightly plastic, withGravel, reddish brown, wet, very dense. (Glacial Till)






or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


30

35

40

45

50

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

qp=4+ tsf

qp=4+ tsf

Switched to mud rotarydrilling at 38 feet.


9

16

23

54.0819.1

60.5812.6

73

60/5"

50/6"

SANDY LOAM, fine to coarse grained, slightly plastic, withGravel, reddish brown, wet, very dense. (Glacial Till)(continued)

SILT LOAM, reddish brown, moist to waterbearing, verydense. (Glacial Till)

Bottom of Hole - 60 1/2 feet.Water observed at 26 feet with 29 1/2 feet of hollow-stemauger in the ground.Boring immediately backfilled with bentonite grout.






or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


55

60

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

3

1

1

1

1

2

20

21

22

0.3883.6

1.5882.4

6.0877.9

14.0869.9

17.0866.9

10

13*

15

20

29

26

19

13

18

3 inches of bituminous.

15 inches of aggregate base.

SAND, coarse grained, with Gravel, with Sandy Loamseams, brown, dry. (Fill)

SAND, fine to coarse grained, with Gravel, light brown, dry,medium dense to dense. (Glacial Outwash)

SANDY LOAM, fine grained, non plastic, reddish brown,dry, dense. (Glaciofluvium)

SILT LOAM, with occasional Clay seams from 27 to 37 feet,reddish brown, moist to wet, medium dense. (Glaciofluvium)

<1





(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7514


or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

15

20

25

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

Boring offset 5' North ofstake.


23

22

23

21

25

16

21

21

17

12

37.0846.9

39.0844.9

44.0839.9

49.0834.9

16

16

18

24

23

32

20

35

33

47

SILT LOAM, with occasional Clay seams from 27 to 37 feet,reddish brown, moist to wet, medium dense. (Glaciofluvium)(continued)

SANDY LOAM, fine grained, slightly plastic, trace Gravel,reddish brown, moist, dense (Glacial Till)

SILT LOAM, reddish brown, moist, medium dense to dense.(Glaciofluvium)


SANDY LOAM, fine grained, slightly plastic, reddish brown,moist to waterbearing, dense. (Glacial Till)






or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


30

35

40

45

50

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

17

17

12

54.0829.9

60.3823.6

49

24

50/4"

SANDY LOAM, fine grained, slightly plastic, reddish brown,moist to waterbearing, dense. (Glacial Till) (continued)

SAND, fine to coarse grained, trace Gravel, brown,waterbearing, medium dense to very dense. (GlacialOutwash)

Bottom of Hole - 60.3 feet.Water observed at 51 feet with 59 1/2 feet of hollow-stemauger in the ground.Boring immediately backfilled with bentonite grout.






or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


55

60

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

4

8

7

9

10

9

9

17

19

22

0.4886.40.9

885.9

7.0879.8

17.0869.8

23.0863.8

18

19

21

23

26

29

22

20

23

5 1/2 inches of bituminous.LOAMY SAND, fine to coarse grained, with gravel, darkbrown, moist. (Fill)

LOAMY SAND, fine to coarse grained, trace Gravel, withoccasional Sandy Loam seams, light brown and dark brown,moist. (Fill)

SANDY LOAM, fine to coarse grained, slightly plastic, traceGravel to with Gravel, brown to reddish brown, moist,medium dense to dense. (Glacial Till)

LOAMY SAND, fine to coarse grained, reddish brown, moistto waterbearing, medium dense. (Glacial Outwash)

SILT LOAM, with occasional Clay seams, reddish brown,moist to wet, medium dense. (Glaciofluvium)





(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7511


or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

15

20

25

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


21

17

24

22

18

26

23

22

22

22

35.0851.8

37.0849.8

50.0

18

20

22

22

24

20

19

29

40

35

SILT LOAM, with occasional Clay seams, reddish brown,moist to wet, medium dense. (Glaciofluvium) (continued)

SANDY LOAM, fine grained, non plastic, reddish brown,waterbearing, medium dense. (Glaciofluvium)

SILT LOAM, with occasional Clay layers, reddish brown,moist to waterbearing, medium dense to dense.(Glaciofluvium)






or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


30

35

40

45

50

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

18

24

20

836.8

61.0825.8

37

37

25

SANDY LOAM, fine grained, slightly plastic, with occasionalClay seams, reddish brown, waterbearing, dense.(Glaciofluvium)

Bottom of Hole - 61 feet.Water observed at 19 1/2 feet with 19 1/2 feet ofhollow-stem auger in the ground.Water observed at 58 feet with 59 1/2 feet of hollow-stemauger in the ground.Boring immediately backfilled with bentonite grout.






or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


55

60

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

3

5

5

10

7

4

5

23

24

1.0887.2

10.0878.2

12.0876.2

19.0869.2

20

24

38*

38

34

53

56

17

TW*

SANDY LOAM, fine to medium grained, with Gravel, darkbrown, dry. (Fill)

SANDY LOAM, fine to coarse grained, slightly plastic, traceGravel to with Gravel, reddish brown, moist, medium denseto dense. (Glacial Till)

SANDY CLAY LOAM, with Gravel, reddish brown, moist,hard. (Glacial Till)

SANDY LOAM, fine to coarse grained, non plastic, traceGravel to with Gravel, reddish brown, moist, dense to verydense. (Glacial Till)

SILT LOAM, with occasional Clay and Sandy Loam seams,brown to reddish brown, moist to waterbearing, mediumdense to dense. (Glaciofluvium)





(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7511


or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

15

20

25

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

Boring offset 5' North & 3'West of stake.

*Encountered Gravel, nosample recovery.


24

25

24

21

24

22

23

21

22

8

47.0841.2

50.0

19

26

19

31

33

35

28

36

27

54

SILT LOAM, with occasional Clay and Sandy Loam seams,brown to reddish brown, moist to waterbearing, mediumdense to dense. (Glaciofluvium) (continued)

SANDY LOAM, fine to coarse grained, non plastic, traceGravel, reddish brown, moist, very dense. (Glacial Till)






or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


30

35

40

45

50

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

24

20

19

838.2

61.0827.2

20

27

34

LOAM, with occasional waterbearing Sandy Loam seams,reddish brown, moist to waterbearing, medium dense todense. (Glacial Till)

Bottom of Hole - 61 feet.Water observed at 24 1/2 feet with 24 1/2 feet ofhollow-stem auger in the ground.Water observed at 53 feet with 59 1/2 feet of hollow-stemauger in the ground.Boring immediately backfilled with bentonite grout.






or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


55

60

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

12

7

4

5

8

11

1

1

1

4

0.8886.2

4.0883.0

7.0880.0

14.0873.0

26

34

32

33

34

29

45

80

51

SANDY LOAM, fine to coarse grained, dark brown, moist.(Topsoil Fill)

SANDY LOAM, fine to coarse grained, slightly plastic, traceGravel, reddish brown, moist. (Fill)

LOAMY SAND, fine to coarse grained, trace Gravel to withGravel, reddish brown, moist. (Possible Fill)


SAND, fine to coarse grained, trace Gravel to with Gravel,with possible Boulders, brown, dry to moist, dense to verydense. (Glacial Outwash)

With Loamy Sandy layer at 23 feet.





(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7514


or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

15

20

25

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

2

24

20

21

27

23

26

11

17

12

27.0860.0

42.0845.0

44.0843.0

47.0840.0

49.0838.0

52

20

26

19

11

14

33

31

23

39

SAND, fine to coarse grained, trace Gravel to with Gravel,with possible Boulders, brown, dry to moist, dense to verydense. (Glacial Outwash) (continued)

SILT LOAM, with occasional Sandy Loam lenses, darkreddish brown to brown, moist to wet, medium dense todense. (Glaciofluvium)

With Clay seams from 35 to 40 feet.

SANDY CLAY LOAM, trace Gravel, dark reddish brown,wet, hard. (Glacial Till)

SANDY LOAM, fine grained, non plastic, reddish brown,waterbearing, medium dense. (Glacial Till)

SANDY LOAM, fine to coarse grained, plastic, trace Gravel,reddish brown, wet, dense. (Glacial Till)

SANDY LOAM, fine grained, slightly plastic, reddish brown,waterbearing, medium dense. (Glacial Till)






or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


30

35

40

45

50

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

17

18

15

54.0833.0

61.0826.0

18

10

16

SANDY LOAM, fine grained, slightly plastic, reddish brown,waterbearing, medium dense. (Glacial Till) (continued)

SAND, fine to coarse grained, trace Gravel, brown,waterbearing, loose to medium dense. (Glacial Outwash)

Bottom of Hole - 61 feet.Water observed at 37 feet with 39 1/2 feet of hollow-stemauger in the ground.Water observed at 28 feet with 59 1/2 feet of hollow-stemauger in the ground.Boring immediately backfilled with bentonite grout.






or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


55

60

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

0.3891.50.9

890.92.0

889.8

16.0875.8

14

13

9

10

12

19

4 inches of bituminous.5 1/2 inches of aggregate base.LOAMY SAND, fine to coarse grained, with Gravel, darkbrown, moist. (Fill)

SAND, fine to coarse grained, trace Gravel, light brown,moist, loose to medium dense. (Glacial Outwash)

Bottom of Hole - 16 feet.Water not observed with 14 1/2 feet of hollow-stem auger inthe ground.Water not observed to cave-in depth of 8 1/2 feetimmediately after withdrawal of auger.Boring immediately backfilled.





(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7511


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

15

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


1.1898.3

7.0892.4

14.0885.4

16.0883.4

7

5

6

11

18

13

SANDY LOAM, fine to coarse grained, non plastic, traceGravel, dark brown, moist. (Topsoil Fill)

SAND, fine to coarse grained, trace Gravel, brown with darkbrown, moist.

SAND, fine to coarse grained, trace Gravel, light brown todark brown, moist to waterbearing. (Possible Fill)

CLAY, with occasional Sand seams, reddish brown, wet,stiff. (Glacial Till)






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7511


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

15

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

qp=2 tsf

1.0899.6

5.0895.6

9.0891.6

13.0887.6

16.0884.6

10

15

23

25

23

15

SANDY LOAM, fine grained, non plastic, with Gravel, darkbrown, moist. (Topsoil Fill)

SAND, fine to coarse grained, trace Gravel, light brown,moist.

SANDY LOAM, fine to coarse grained, slightly plastic, withGravel, trace roots, reddish brown, moist, medium dense.(Glacial Till)

CLAY, trace Gravel, reddish brown, wet, very stiff. (GlacialTill)

SAND, fine to coarse grained, light brown, moist, mediumdense. (Glacial Outwash)






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7511


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

15

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

1.0904.6

4.0901.6

7.0898.6

10.0895.6

12.0893.6

16.0889.6

9

11

33

21

19

21

SANDY LOAM, fine to coarse grained, non plastic, darkbrown, moist. (Topsoil Fill)

SANDY LOAM, fine to coarse grained, slightly plastic, traceGravel, dark brown and brown, moist. (Fill)

LOAMY SAND, fine to coarse grained, trace Gravel, brown,moist. (Fill)

SANDY LOAM, fine to coarse grained, slightly plastic, withGravel, reddish brown, moist. (Fill)

SANDY CLAY LOAM, trace Gravel and roots, reddishbrown, brown and dark brown, wet. (Fill)

SANDY LOAM, fine grained, plastic, trace Gravel, reddishbrown, wet, medium dense. (Glacial Till)






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7511


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

15

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

1.0911.2

4.0908.2

16.0896.2

23

24

17

15

20

28

SILT LOAM, dark brown, moist. (Topsoil Fill)

LOAMY SAND, fine to coarse grained, with Gravel, brown,moist. (Fill)

SAND, fine to coarse grained, trace Gravel, light brown toreddish brown, moist to waterbearing, medium dense todense. (Glacial Outwash)

Bottom of Hole - 16 feet.Water observed at 12 feet with 12 feet of hollow-stem augerin the ground.Water observed at 15 feet with 14 1/2 feet of hollow-stemauger in the ground.Water not observed to cave-in depth of 8 feet immediatelyafter withdrawal of auger.Boring immediately backfilled.





(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7511


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

15

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

1.0915.4

8.5907.9

14.0902.4

16.0900.4

13

15*

22

35

39

39

SANDY LOAM, fine to coarse grained, non plastic, darkbrown, moist. (Topsoil Fill)

SAND, fine to coarse grained, trace Gravel, light brown,moist, medium dense. (Glacial Outwash)

SANDY LOAM, fine to coarse grained, non plastic, withGravel and possible Cobbles, reddish brown, moist. (GlacialTill)

LOAMY SAND, fine to coarse grained, trace Gravel, withClay layers, reddish brown, moist, dense. (Glacial Till)






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7511


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

15

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


0.9917.4

4.0914.3

11.0907.3

14.5903.8

16.0902.3

13

12

12

43

50*/1"

20


SANDY LOAM, fine to coarse grained, non plastic, traceGravel, brown, moist. (Fill)

SAND, fine to coarse grained, trace gravel, light brown withdark brown, moist. (Fill)

With Sandy Loam seams and trace roots at 10 feet.

LOAMY SAND, fine to coarse grained, with Gravel, lightbrown, moist, very dense. (Glacial Outwash)

SANDY LOAM, fine grained, plastic, trace Gravel, reddishbrown, wet, medium dense. (Glacial Till)

Bottom of Hole - 16 feet.Water not observed with 14 1/2 feet of hollow-stem auger inthe ground.Boring immediately backfilled.





(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7511


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

15

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l*Little sample recovery.

0.7918.5

4.0915.2

10.0909.2

15.0904.216.0903.2

8

13

29

33

24

46


LOAMY SAND, fine to coarse grained, trace Gravel androots, brown and dark brown, moist. (Fill)

SANDY LOAM, fine grained, slightly plastic, trace Gravel,reddish brown, moist, medium dense to dense. (Glacial Till)

SANDY LOAM, fine grained, plastic, trace Gravel, reddishbrown, moist to wet, medium dense to dense. (Glacial Till)

LOAMY SAND, fine to coarse grained, with Gravel, reddishbrown, moist, dense. (Glacial Till)Bottom of Hole - 16 feet.Water not observed with 14 1/2 feet of hollow-stem auger inthe ground.Water not observed to cave-in depth of 9 1/2 feetimmediately after withdrawal of auger.Boring immediately backfilled.





(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7511


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

15

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

0.8914.8

7.0908.6

16.0899.6

13

14

12

22

23

15

SILT LOAM, black, moist. (Topsoil Fill)

SAND, fine to coarse grained, trace Gravel to with Gravel,brown and dark brown, moist. (Fill)

SANDY LOAM, fine grained, plastic, trace Gravel, reddishbrown to gray, wet, medium dense. (Glacial Till)






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7514


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

15

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

0.6913.4

4.0910.0

9.0905.0

12.0902.0

14.0900.0

16.0898.0

26

4

4

7

28

27

SANDY LOAM, fine to coarse grained, plastic, trace Gravel,dark brown, moist. (Topsoil Fill)

LOAMY SAND, fine to coarse grained, trace Gravel, withSandy Loam seams, brown, moist. (Fill)

SANDY LOAM, fine grained, plastic, trace Gravel, brown,dark brown and gray, wet. (Fill)

CLAY, trace Gravel, brown and gray, wet. (Fill)

SANDY LOAM, fine to coarse grained, trace Gravel, nonplastic, dark brown and gray, moist. (Fill)

LOAMY SAND, fine to coarse grained, trace Gravel, brown,moist. (Possible Fill)

Bottom of Hole - 16 feet.Water not observed with 14 1/2 feet of hollow-stem auger inthe ground.Water not observed to cave-in depth of 13 feet immediatelyafter withdrawal of auger.Boring immediately backfilled.





(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7514


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

15

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


0.3895.1

4.0891.4

7.0888.4

11.0884.4

33

24

20

16

LOAM, trace Gravel and roots, black, moist. (Topsoil Fill)

SANDY LOAM, fine to coarse grained, trace Gravel, darkbrown, moist. (Fill)

SAND, fine to coarse grained, with Gravel, light brown,moist, medium dense. (Glacial Outwash)

LOAMY SAND, fine grained, light brown, moist, mediumdense. (Glacial Outwash)






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7506


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

0.3904.3

7.0897.6

14.0890.6

16.0888.6

12

12

8

7

4

10

SILT LOAM, trace roots, black, moist. (Topsoil Fill)

SILT, trace roots, light brown, dry to moist, medium dense.(Alluvium)

SAND, fine to coarse grained, trace Gravel, light brown tobrown, moist, very loose to loose. (Glacial Outwash)

SANDY LOAM, fine grained, plastic, trace Gravel, reddishbrown, moist to wet, loose. (Glacial Till)






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7506


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

15

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


P200=88%

13

0.2902.2

9.0893.4

11.0891.4

9

TW

7

11

SANDY LOAM, fine to medium grained, trace Gravel androots, slightly plastic, dark brown, moist. (Topsoil Fill)

SANDY CLAY LOAM, trace Gravel to with Gravel, reddishbrown, wet, firm to stiff. (Glacial Till)

SANDY LOAM, fine to coarse grained, slightly plastic, traceGravel, reddish brown, moist, medium dense.


1249 123





(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7506


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


LL=21, PI=10

P200=46%LL=23, PI=13

P200=36%

0.3908.6

11.0897.9

10

16

30

18

SANDY LOAM, fine to medium grained, slightly plastic,trace roots, dark brown, moist. (Fill)

SAND, fine to coarse grained, with Gravel, brown, moist,loose to dense. (Glacial Outwash)






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7506


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

0.3913.3

11.0902.6

8

17

9

14

SANDY LOAM, trace Gravel and roots, dark brown, moist.(Topsoil Fill)

SAND, fine to coarse grained, with Gravel, brown to lightbrown, moist, loose to medium dense. (Glacial Outwash)






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7506


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

0.5917.0

7.0910.5

11.0906.5

45

66*

20

20

SILT LOAM, trace Gravel and roots, dark brown, moist.(Topsoil Fill)

SAND, fine to coarse grained, with Gravel, brown, moist.(Fill)

SAND, fine to coarse grained, with Gravel, brown, moist,medium dense. (Glacial Outwash)






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7506


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


*No recovery.

0.5915.5

7.0909.0

11.0905.0

12

11

17

19

SILT LOAM, trace roots, black, moist. (Topsoil Fill)

SILT, trace roots, light gray, moist to wet. (Possible Fill)

SANDY LOAM, fine to coarse grained, plastic, trace Gravel,reddish brown, moist to wet, medium dense. (Glacial Till)






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7506


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

P200=89%

3

13

3

3

0.2915.9

3.5912.6

11.0905.1

12

7

12

19*

LOAMY SAND, fine to coarse grained, with Gravel, brown,moist. (Fill)

SANDY LOAM, fine to coarse grained, plastic, trace Graveland roots, reddish brown and dark brown, moist to wet. (Fill)

SAND, fine to coarse grained, with Gravel, brown, dry tomoist, loose to medium dense. (Glacial Outwash)

With Clay layer at 10 feet.






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7506


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


14

5

4

4

4

0.5912.2

7.0905.7

11.0901.7

13

5

11

25

SANDY LOAM, fine to coarse grained, trace roots, nonplastic, dark brown, moist. (Fill)

LOAMY SAND, fine to coarse grained, trace Gravel to withGravel, trace roots, brown with dark brown, moist. (Fill)

SAND, fine to coarse grained, with Gravel, reddish brown tobrown, moist, medium dense to dense. (Glacial Outwash)






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7506


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

7

13

10

9

8

0.4907.3

7.0900.7

11.0896.7

19

24

26

23

SANDY LOAM, slightly plastic, dark brown and brown.(Topsoil Fill)

LOAM, trace Gravel, reddish brown, moist, medium dense.(Glacial Till)

LOAMY SAND, fine to coarse grained, trace Gravel to withGravel, reddish brown, moist, medium dense to dense.(Glacial Outwash)

Bottom of Hole - 11 feet.Water not observed with 9 1/2 feet of hollow-stem auger inthe ground.Boring immediately backfilled.





(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7506


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

P200=57%

4

4

7

2

5

0.3915.5

7.0908.8

11.0904.8

8

25

14

20

SILT LOAM, trace roots, dark brown. (Topsoil Fill)

LOAMY SAND, fine to coarse grained, trace Gravel to withGravel, reddish brown and dark brown, moist. (Fill)

SAND, fine to coarse grained, with Gravel, brown, dry tomoist, medium dense. (Glacial Outwash)

Bottom of Hole - 11 feet.Water not observed with 9 feet of hollow-stem auger in theground.Water not observed to cave-in depth of 4 feet immediatelyafter withdrawal of auger.Boring immediately backfilled.





(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7506


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


6

6

6

9

16

0.3911.1

4.0907.4

11.0900.4

15

26

23

20

SILT LOAM, dark brown, dry. (Topsoil Fill)

LOAMY SAND, fine to coarse grained, with Gravel, reddishbrown and dark brown, moist. (Fill)

LOAMY SAND, fine to coarse grained, trace Gravel to withGravel, reddish brown, moist to waterbearing, mediumdense to dense. (Glacial Outwash)

Bottom of Hole - 11 feet.Water observed at 7 feet with 7 feet of hollow-stem auger inthe ground.Water not observed to cave-in depth of 5 feet immediatelyafter withdrawal of auger.Boring immediately backfilled.





(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7506


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

7

8

8

7

9

15

20

16

6

1.0892.2

9.0884.2

14.0879.2

19.0874.2

24.0869.2

20

19

20

21

19

19

14

19

16

SANDY LOAM, fine to medium grained, slightly plastic, darkbrown, moist. (Topsoil Fill)

SANDY LOAM, fine to coarse grained, slightly plastic, withGravel, brown and dark brown, moist. (Fill)

SANDY LOAM, fine to coarse grained, slightly plastic, traceGravel, non to slightly organic, black and dark brown, moist.(Fill)

SILT LOAM, with occasional Clay seams, brown and lightbrown, moist. (Fill)

LOAMY SAND, fine to coarse grained, trace Gravel, brownand dark brown, moist. (Possible Fill)

SAND, fine to coarse grained, trace Gravel, brown, moist towaterbearing, medium dense to dense. (Glacial Outwash)





(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7514


or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

15

20

25

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

Boring offset 6' South & 5'East of stake.

6

10

15

16

15

18

17

15

17

15

16

15

13

16

16

15

24

21

17

18







or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


30

35

40

45

50

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

11

18

21

23

24

59.0834.2

25

19

50

39

40


SAND, fine grained, brown, waterbearing, medium dense.(Glacial Outwash)






or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


55

60

65

70

75

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

23

11

9

11

79.0814.2

91.0802.2

43

52

56

65

SAND, fine grained, brown, waterbearing, medium dense.(Glacial Outwash) (continued)

SANDY LOAM, fine grained, non plastic, trace Gravel,reddish brown, moist to waterbearing, very dense. (GlacialTill)







or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


80

85

90

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

3

6

8

8

8

7

3

4

4

1

1.0892.1

14.0879.1

17.0876.1

18

21

22

26

24

19

17

15

17

SANDY LOAM, fine to medium grained, with Gravel, darkbrown, moist. (Topsoil Fill)

SANDY LOAM, fine to coarse grained, slightly plastic, darkbrown, brown and gray. (Fill)

LOAMY SAND, fine to coarse grained, with Gravel, brown,moist, medium dense. (Glacial Outwash)

SAND, fine to coarse grained, trace Gravel to with Gravel,light brown, dry to waterbearing, medium dense. (GlacialOutwash)





(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7514


or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

15

20

25

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


1

2

2

14

13

7

14

15

17

19

37.0856.1

39.0854.1

44.0849.1

15

15

13

12

16

44

15

26

36

43

SAND, fine to coarse grained, trace Gravel to with Gravel,light brown, dry to waterbearing, medium dense. (GlacialOutwash) (continued)

CLAY, trace Gravel, reddish brown, moist, hard. (GlacialTill)

SAND, fine to coarse grained, brown, waterbearing, mediumdense to dense. (Glacial Outwash)

SAND, fine grained, brown, waterbearing, dense. (GlacialOutwash)






or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


30

35

40

45

50

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

18

26

10

11

10

59.0834.1

32

36

23

21

34*

SAND, fine grained, brown, waterbearing, dense. (GlacialOutwash) (continued)

SANDY LOAM, fine to coarse grained, slightly plastic, traceGravel to with Gravel, reddish brown, moist to waterbearing,medium dense to very dense. (Glacial Till)






or Member

UNIQUE NUMBER


Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


55

60

65

70

75

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


9

986.0807.1

44*

75

92

SANDY LOAM, fine to coarse grained, slightly plastic, traceGravel to with Gravel, reddish brown, moist to waterbearing,medium dense to very dense. (Glacial Till) (continued)







or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


80

85

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


11

10

15

15

16

21

21

26

2

1

FILL

SW

SM

SP

FILL: Silty Sand, fine-grained, dark brown, dry.(Topsoil Fill)

WELL-GRADED SAND, fine- to medium-grained, traceGravel, light brown, moist, loose to medium dense.

(Glacial Outwash)

SILTY SAND, fine- to medium-grained, with PoorlyGraded Sand seams, light brown and reddish brown,moist, medium dense.

(Glacial Outwash)

POORLY GRADED SAND, fine- to coarse-grained,trace Gravel, light brown, moist, medium dense.

(Glacial Outwash)

END OF BORING.

Water not observed with 19 1/2 feet of hollow-stemauger in the ground.

Water not observed to cave-in depth of 17 1/2 feetimmediately after withdrawal of auger.

Boring immediately backfilled.

Ground surfaceelevations provided bySEH.

See Grain Size Curve.


890.6

882.5

879.5

870.5

0.9

9.0

12.0

21.0

LOCATION: N: 180804.744, E: 587092.679. Seeattached sketch.

P-01

METHOD:

BORING:

SCALE:DRILLER:

BPF Tests or NotesWL

Braun Intertec Corporation P-01 page 1 of 1

3 1/4" HSA, AutohammerS. McLean 11/16/11 1" = 4'DATE:

L O G O F B O R I N G(S

ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)

(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)

Description of Materials

BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:50

Braun Project BL-11-06382SOIL BORINGS AND LABORATORY TESTINGTH 36 and English St. InterchangeTh 36, East of US 61Maplewood, Minnesota

P200%Symbol

Elev.feet891.5

Depthfeet

0.0

14

14

1.0868.4

4.0865.4

7.0862.4

12.0857.4

14.0855.4

17.0852.4

19.0850.4

21.0848.4

8

5

16

14

26

33

24

25


SANDY LOAM, fine to coarse grained, with black Claylayers, slightly plastic, brown, moist. (Fill)

CLAY, trace Gravel, reddish brown and dark brown, wet.(Fill)

CLAY LOAM, trace Gravel, brownish gray, wet. (PossibleFill)

LOAM, trace Gravel, with Sandy Loam seams, brownishgray, moist, dense. (Glacial Till)

SANDY LOAM, fine to medium grained, non plastic, brown,moist, dense. (Glacial Till)

SAND, fine to coarse grained, brown, waterbearing, mediumdense. (Glacial Outwash)

SANDY LOAM, fine grained, non plastic, reddish brown,moist, dense. (Glacial Till)

Bottom of Hole - 21 feet.Water observed at 17 feet with 17 feet of hollow-stem augerin the ground.Water not observed to cave-in depth of 17 feet immediatelyafter withdrawal of auger.Boring immediately backfilled.


P-02Ground Elevation



(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7514


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

15

20

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


*No recovery.


15

5*

17

17

20

13

9

20

37

63

FILL

FILL

SM

SP-SM

ML

SP-SM

SM

FILL: Sandy Silt, trace Gravel and roots, with SiltySand layers, black, moist.

(Topsoil Fill)

FILL: Poorly Graded Sand with Silt, fine- tocoarse-grained, with Gravel, brown and dark brown,moist.

SILTY SAND, fine- to medium-grained, trace Gravel,gray, wet, medium dense.

(Glacial Till)

POORLY GRADED SAND with SILT, fine- tocoarse-grained, trace Gravel, brown, moist, mediumdense.

(Glacial Outwash)

SANDY SILT, brown, moist to waterbearing, mediumdense.

(Glaciofluvium)

POORLY GRADED SAND with SILT, fine- tomedium-grained, brown, waterbearing, loose tomedium dense.

(Glacial Outwash)

SILTY SAND, fine- to medium-grained, with frequentLean Clay lenses, brown and gray, wet, medium dense.

(Glaciofluvium)

END OF BORING.

Water observed at 12 feet with 12 feet of hollow-stemauger in the ground.

Water observed at 17 feet with 19 1/2 feet ofhollow-stem auger in the ground.






862.5

859.5

857.5

854.5

852.5

847.5

845.5

4.0

7.0

9.0

12.0

14.0

19.0

21.0


P-03

METHOD:

BORING:

SCALE:DRILLER:


Braun Intertec Corporation P-03 page 1 of 1



ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:50


P200%Symbol

Elev.feet866.5

Depthfeet

0.0

19

13

10

11

14

19

20

20

PAV

FILL

SP

SM

SP

SP

8 inches of bituminous over 3 1/2 inches of aggregatebase.FILL: Poorly Graded Sand, fine- to coarse-grained,trace Gravel, with occasional Clayey Sand seams,brown, moist.

POORLY GRADED SAND, fine- to coarse-grained,trace Gravel, light brown, moist, loose to mediumdense.

(Glacial Outwash)

SILTY SAND, fine-grained, brown, moist, mediumdense.

(Glaciofluvium)

POORLY GRADED SAND, fine- to medium-grained,trace Gravel, light brown, moist, medium dense.

(Glacial Outwash)

POORLY GRADED SAND, fine- to coarse-grained,trace Gravel, brown, moist, medium dense.

(Glacial Outwash)

END OF BORING.


Water not observed to cave-in depth of 18 feetimmediately after withdrawal of auger.


Ground surface elevationsprovided by SEH.893.0

890.0

880.0

877.0

875.0

873.0

1.0

4.0

14.0

17.0

19.0

21.0


B-01

METHOD:

BORING:

SCALE:DRILLER:


Braun Intertec Corporation B-01 page 1 of 1



ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


Symbol

Elev.feet894.0

Depthfeet

0.0

22

10

11

12

11

16

12

15

PAV

SP

SM

SP

SM

SP

6 1/2 inches of bituminous over 5 1/2 inches ofaggregate base.POORLY GRADED SAND, fine- to coarse-grained,trace Gravel, light brown, moist.

(Possible Fill)

SILTY SAND, fine- to medium-grained, with Lean Claylenses, brown, moist, medium dense.

(Glacial Outwash)

POORLY GRADED SAND, fine- to coarse-grained,light brown, moist, medium dense.

(Glacial Outwash)


(Glaciofluvium)

POORLY GRADED SAND, fine- to coarse-grained,light brown, moist, medium dense.

(Glacial Outwash)

END OF BORING.




900.3

894.3

892.3

887.3

884.3

880.3

1.0

7.0

9.0

14.0

17.0

21.0


B-02

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


Symbol

Elev.feet901.3

Depthfeet

0.0

14

11

9

7

13

7

PAV

FILL

SP

6 inches of bituminous over 6 inches of aggregatebase.FILL: Poorly Graded Sand, fine- to coarse-grained,trace Gravel, light brown, moist.


(Glacial Outwash)

END OF BORING.




914.3

912.3

899.3

1.0

3.0

16.0

LOCATION: N: 180136.01, E: 587120.73. Boringoffset 5' South of stake. See attached sketch.

B-03

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


Symbol

Elev.feet915.3

Depthfeet

0.0

5

10

10

8

6

7

9

10

55

PAV

FILL

SP-SM

SP

8 inches of bituminous over 5 1/2 inches of aggregatebase.FILL: Sandy Lean Clay, brown, moist to wet.

POORLY GRADED SAND with SILT, fine- tocoarse-grained, trace Gravel, with Silty Sand seams,brown, moist.

(Possible Fill)

POORLY GRADED SAND, fine- to coarse-grained,trace Gravel, light brown, moist, loose.

(Glacial Outwash)

END OF BORING.




See Grain SizeCurve.

14

911.8

908.9

905.9

891.9

1.1

4.0

7.0

21.0


B-04

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


P200%Symbol

MC%

Elev.feet912.9

Depthfeet

0.0

16

10

12

10

18

17

PAVFILL

SP-SM

SP

6 inches of bituminous.FILL: Poorly Graded Sand with Silt, fine- tocoarse-grained, with Gravel, brown, moist.

POORLY GRADED SAND with SILT, fine- tocoarse-grained, trace Gravel, brown, moist, loose.

(Glacial Outwash)


(Glacial Outwash)

END OF BORING.



897.7

893.2

891.2

882.2

0.5

5.0

7.0

16.0

LOCATION: N: 180026.98, E: 587613.03. Boringoffset 10' West of stake. See attached sketch.

B-05

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


Symbol

Elev.feet898.2

Depthfeet

0.0

9

5

6

7

11

8

8

PAV

FILL

SP

6 inches of bituminous over 12 inches of aggregatebase.

FILL: Poorly Graded Sand with Silt, fine- tocoarse-grained, trace Gravel, dark brown, dry to moist.


(Glacial Outwash)

END OF BORING.




1

915.3

909.8

900.8

1.5

7.0

16.0

LOCATION: N: 179827.01, E: 587328.11. Boringoffset 15' East of stake. See attached sketch.

B-06

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


P200%Symbol

MC%

Elev.feet916.8

Depthfeet

0.0

23

19

20

23

PAV

FILL

SP-SM

SM

ML

5 1/2 inches of bituminous over 12 1/2 inches ofaggregate base.

FILL: Silty Sand, fine- to medium-grained, traceGravel, brown, moist.

POORLY GRADED SAND with SILT, fine- tomedium-grained, light brown, moist, medium dense.

(Glacial Outwash)


(Glaciofluvium)

SANDY SILT, brown, moist, medium dense.(Glaciofluvium)

END OF BORING.




867.0

864.5

861.5

859.5

857.5

1.5

4.0

7.0

9.0

11.0


B-07

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


Symbol

Elev.feet868.5

Depthfeet

0.0

15

12

9

10

FILL

FILL

FILL

CL

SC

FILL: Clayey Sand, fine- to medium-grained, traceroots, black, wet.

(Topsoil Fill)FILL: Clayey Sand, fine- to coarse-grained, traceGravel, brown, wet.

FILL: Silty Sand, with slightly organic Lean Clay layers,brown with black, moist to wet.

LEAN CLAY, dark gray, wet, rather stiff.(Alluvium)

CLAYEY SAND, fine-grained, trace roots, gray, wet,rather stiff.

(Alluvium)

END OF BORING.




OC=4%

6

12

19

865.2

862.0

859.0

857.0

855.0

0.8

4.0

7.0

9.0

11.0


B-08

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


SymbolMC%

Elev.feet866.0

Depthfeet

0.0

9

9

24*

12

FILL

FILL

FILL

SP-SM

CL

FILL: Silty Sand, fine- to coarse-grained, with Gravel,dark brown, moist.

FILL: Silty Sand, fine- to medium-grained, brown anddark brown, moist.

FILL: Clayey Sand, fine- to coarse-grained, traceGravel, bituminous fragments and roots, dark brown,moist to wet.

POORLY GRADED SAND with SILT, fine- tocoarse-grained, with Gravel, brown, moist.

(Possible Fill)

SANDY LEAN CLAY, trace Gravel, brown, wet, ratherstiff.

(Glacial Till)

END OF BORING.





9

17

865.2

863.2

860.2

858.2

856.2

2.0

4.0

7.0

9.0

11.0


B-09

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


SymbolMC%

Elev.feet867.2

Depthfeet

0.0

8

4

11

14

PAV

FILL

FILL

FILL

8 1/2 inches of bituminous over 3 1/2 inches ofaggregate base.FILL: Poorly Graded Sand with Silt, fine- tocoarse-grained, trace Gravel, with Silty Sand seams,brown, moist.

FILL: Poorly Graded Sand with Silt, fine- tocoarse-grained, trace Gravel, brown, moist.

FILL: Silty Sand, fine- to coarse-grained, with Gravel,dark brown, moist.

END OF BORING.




5

3

2

7

868.8

865.8

860.8

858.8

1.0

4.0

9.0

11.0


B-10

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


SymbolMC%

Elev.feet869.8

Depthfeet

0.0

4

3

8

6

FILL

FILL

SC

SM

FILL: Silty Sand, fine-grained, dark brown, dry.(Topsoil Fill)

FILL: Lean Clay, trace Gravel, with Silty Sand seams,dark brown, wet.

CLAYEY SAND, fine- to medium-grained, non- toslightly organic, dark brown, wet.

(Alluvium/Possible Fill)

SILTY SAND, fine- to coarse-grained, trace Gravel,with Clayey Sand seams, dark brown, moist towaterbearing.

(Alluvium)

END OF BORING.

Water observed at 9 1/2 feet with 9 1/2 feet ofhollow-stem auger in the ground.



OC=3%

An open triangle in thewater level (WL) columnindicates the depth atwhich groundwater wasobserved while drilling.Groundwater levelsfluctuate.

4

32

20

14

869.1

866.1

863.1

859.1

1.0

4.0

7.0

11.0


B-11

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


SymbolMC%

Elev.feet870.1

Depthfeet

0.0

10

7

14

19

11

PAVFILL

FILL

ML

4 1/2 inches of bituminous.FILL: Poorly Graded Sand with Silt, fine- tocoarse-grained, with Gravel and bituminous fragments,dark brown, moist.FILL: Silty Sand, fine- to coarse-grained, trace Gravel,dark brown and brown, moist.

SANDY SILT, brown, moist, medium dense.(Glaciofluvium)

END OF BORING.





2

8

5

15

16

868.5

866.9

859.9

857.9

0.4

2.0

9.0

11.0

LOCATION: N: 179330.85, E: 584667.70. Boringoffset 18' North of stake. See attached sketch.

B-12

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


P200%Symbol

MC%

Elev.feet868.9

Depthfeet

0.0

8

9

15

13

FILL

FILL

SP

FILL: Silty Sand, fine-grained, trace Gravel and roots,dark brown, moist.

(Topsoil Fill)

FILL: Clayey Sand, fine- to medium-grained, traceGravel, brown and dark brown, moist to wet.


(Glacial Outwash)

END OF BORING.




10

11

869.4

864.2

860.2

1.8

7.0

11.0


B-13

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


SymbolMC%

Elev.feet871.2

Depthfeet

0.0

6

6

19

15

PAVFILL

FILL

FILL

SP

4 inches of bituminous.FILL: Silty Sand, fine- to coarse-grained, with Graveland bituminous fragments, dark brown, moist.

FILL: Silty Sand, fine- to coarse-grained, trace Gravel,brown, moist.

FILL: Poorly Graded Sand with Silt, fine- tocoarse-grained, trace Gravel, brown and dark brown,moist.

POORLY GRADED SAND, fine- to medium-grained,light brown, dry to moist, medium dense.

(Glacial Outwash)

END OF BORING.




3

8

4

5

1

871.4

869.7

867.7

864.7

860.7

0.3

2.0

4.0

7.0

11.0

LOCATION: N: 179335.52, E 584960.77. Seeattached sketch.

B-14

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


SymbolMC%

Elev.feet871.7

Depthfeet

0.0

15

5

5

13

PAVFILL

FILL

FILL

SP

4 1/2 inches of bituminous.FILL: Silty Sand, fine- to coarse-grained, with Graveland bituminous fragments, dark brown, moist.

FILL: Silty Sand, fine- to coarse-grained, trace Gravel,with Clayey Sand seams, brown and dark brown, moist.

FILL: Poorly Graded Sand with Silt, fine- tocoarse-grained, trace Gravel, with occasional ClayeySand seams, brown and dark brown, moist.

POORLY GRADED SAND, fine- to medium-grained,light brown, dry, medium dense.

(Glacial Outwash)

END OF BORING.


Water not observed to cave-in depth of 8 1/2 Water notobserved to cave-in depth of


4

6

3

7

1

875.3

873.7

871.7

866.7

864.7

0.4

2.0

4.0

9.0

11.0


B-15

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


SymbolMC%

Elev.feet875.7

Depthfeet

0.0

13

39

18

12

10

15

17

PAV

FILL

FILL

FILL

ML

SP-SM


FILL: Silty Sand, fine- to medium-grained, trace Graveland bituminous fragments, brown and dark brown, dryto moist.

FILL: Silty Sand, fine- to coarse-grained, trace Gravel,with Sandy Silt seams, brown, gray and dark brown,moist.

FILL: Silty Sand, fine-grained, non- to slightly organic,trace roots, black and gray, moist.

SANDY SILT, trace roots, gray, moist, loose.(Glaciofluvium)

POORLY GRADED SAND with SILT, fine- tocoarse-grained, with Gravel, gray, moist, mediumdense.

(Glacial Outwash)END OF BORING.





OC=2%

3

12

872.7

867.0

865.0

862.0

860.0

858.0

1.3

7.0

9.0

12.0

14.0

16.0


B-16

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


P200%Symbol

MC%

Elev.feet874.0

Depthfeet

0.0

12

13

16

22

16

14

10

PAV

FILL

SP-SM

SP


FILL: Clayey Sand, fine- to coarse-grained, traceGravel and roots, brown, dark brown and reddishbrown, moist to wet.


(Glacial Outwash)POORLY GRADED SAND, fine- to coarse-grained,trace Gravel, brown, moist, medium dense.

(Glacial Outwash)

With Silty Sand layer at 15 feet.

END OF BORING.





1

12

8

884.0

879.0

877.0

870.0

2.0

7.0

9.0

16.0


B-17

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


P200%Symbol

MC%

Elev.feet886.0

Depthfeet

0.0

9

8

7

8

7

8

PAV

FILL

FILL

SP-SM

SP-SM

9 1/2 inches of bituminous.

FILL: Silty Sand, fine- to coarse-grained, trace Gravel,reddish brown, moist.FILL: Lean Clay, trace Gravel and roots, brown anddark brown, wet.

POORLY GRADED SAND with SILT, fine- tocoarse-grained, brown, moist, loose.

(Glacial Outwash)

POORLY GRADED SAND with SILT, fine- tocoarse-grained, trace Gravel, with Silty Sand seams,brown, moist, loose.





22

28

889.6

888.4

884.4

876.4

874.4

0.8

2.0

6.0

14.0

16.0

LOCATION: N: 180714.62, E: 586684.51. Boringoffset 6' Southwest of stake. See attached sketch.

B-18

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


SymbolMC%

Elev.feet890.4

Depthfeet

0.0

18

21

22

29

26

38

FILL

FILL

SP

SP-SM

SM

FILL: Silty Sand, fine- to coarse-grained, trace Graveland roots, dark brown, moist.

(Topsoil Fill)FILL: Poorly Graded Sand with Silt, fine- tocoarse-grained, trace Gravel, with Clayey Sandinclusions, brown, moist.

POORLY GRADED SAND, fine- to medium-grained,light brown, moist, medium dense.

(Glacial Outwash)

POORLY GRADED SAND with SILT, fine- tocoarse-grained, trace Gravel, reddish brown, moist,medium dense.

(Glacial Outwash)

SILTY SAND, fine- to medium-grained, trace Gravel,with Sandy Silt seams, reddish brown, moist, mediumdense to dense.

(Glacial Till)

END OF BORING.




890.4

884.2

882.2

879.2

875.2

0.8

7.0

9.0

12.0

16.0


B-19

METHOD:

BORING:

SCALE:DRILLER:



3 1/4" HSA, AutohammerM. Rowland 11/23/11 1" = 4'DATE:


ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


Symbol

Elev.feet891.2

Depthfeet

0.0

15

18

14

9

18

16

86

100

PAV

FILL

ML


FILL: Silty Sand, fine- to coarse-grained, with Gravel,reddish brown, moist.SILT, reddish brown, moist to waterbearing, loose tomedium dense.

(Glaciofluvium)

END OF BORING.




13

24

22

883.6

882.9

868.4

0.8

1.5

16.0


B-20

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


P200%Symbol

MC%

Elev.feet884.4

Depthfeet

0.0

30

8

11

9

3

13

33

48

39

PAVFILL

FILL

FILL

FILL

SC

4 inches of aggregate base.FILL: Silty Sand, fine- to coarse-grained, with Gravel,brown, moist.

FILL: Silty Sand, fine- to coarse-grained, with Graveland cinders, brown and dark brown, moist.

FILL: Clayey Sand, fine- to coarse-grained, traceGravel, brown and gray, wet.

FILL: Clayey Sand, fine- to medium-grained, traceGravel and roots, slightly organic, black and gray, wet.

CLAYEY SAND, fine- to coarse-grained, trace Gravel,with frequent Poorly Graded Sand seams, gray tobrown, wet to waterbearing, soft to rather stiff.

(Glacial Till)

END OF BORING.






6

14

18

19

19

880.0

878.3

876.3

871.3

868.3

864.3

0.3

2.0

4.0

9.0

12.0

16.0


B-21

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


P200%Symbol

MC%

Elev.feet880.3

Depthfeet

0.0

11

9

10

12

98

PAV

ML

SC


SILT, trace fibers, with occasional Lean Clay lenses,light gray and brown, moist, loose to medium dense.

(Glaciofluvium)

CLAYEY SAND, fine- to coarse-grained, trace Gravel,brown and gray, wet, rather stiff.

(Glacial Till)

END OF BORING.




21

16

882.6

876.9

872.9

1.3

7.0

11.0


B-22

METHOD:

BORING:

SCALE:DRILLER:



3 1/4" HSA, AutohammerM. Belch 11/29/11 1" = 4'DATE:


ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


P200%Symbol

MC%

Elev.feet883.9

Depthfeet

0.0

22

10

3

9

25

PAVFILLFILL

FILL

6 inches of bituminous.FILL: Silty Sand, fine- to coarse-grained, with Gravel,brown.FILL: Silty Sand, fine- to coarse-grained, with SandyLean Clay layers, trace Gravel, brown and dark brown,moist.

FILL: Sandy Lean Clay, trace Gravel, with Silty Sandseams, dark brown and brown, wet.

END OF BORING.





7

12

11

881.5881.1

878.0

871.0

0.50.9

4.0

11.0


B-23

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


P200%Symbol

MC%

Elev.feet882.0

Depthfeet

0.0

8

5

14

10

17

26

44

34

14

15

49

FILL

FILL

ML

SM

SM

SP

CL

FILL: Sandy Silt, fine-grained, black, moist.(Topsoil Fill)

FILL: Lean Clay, slightly organic, black and darkbrown, wet.

SANDY SILT, light gray, moist, medium dense.(Glaciofluvium)

SILTY SAND, fine- to coarse-grained, trace Gravel,brown, waterbearing, loose to medium dense.

(Glacial Till)

SILTY SAND, fine- to coarse-grained, with Gravel,reddish brown, moist, medium dense to dense.

(Glacial Till)

POORLY GRADED SAND, fine- to coarse-grained,trace Gravel, brown, waterbearing, medium dense.

(Glacial Outwash)

SANDY LEAN CLAY, trace Gravel, reddish brown, wet,stiff.

(Glacial Till)END OF BORING.



Boring immediately backfilled with bentonite grout.

23

18

19

12

877.8

872.8

869.8

865.8

858.8

854.8

853.8

2.0

7.0

10.0

14.0

21.0

25.0

26.0


B-24

METHOD:

BORING:

SCALE:DRILLER:



3 1/4" HSA, AutohammerK. Keck 11/16/11 1" = 4'DATE:


ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


P200%Symbol

MC%

Elev.feet879.8

Depthfeet

0.0

18

15

31*

11

3

5

1

1

9

12

53

PAV

FILL

SM

SP-SM

SM


FILL: Sandy Silt, trace Gravel, with occasional ClayeySand layers, gray, brown and dark brown, moist.

SILTY SAND, fine- to coarse-grained, trace Gravel,with occasional Clayey Sand layers, brown, moist towaterbearing, very loose to medium dense.

(Alluvium)

POORLY GRADED SAND with SILT, fine- tocoarse-grained, trace Gravel, with occasional SandyLean Clay seams, brown, waterbearing, very loose.

(Alluvium)

SILTY SAND, fine- to coarse-grained, trace Gravel,dark gray to reddish brown, moist, loose to mediumdense.

(Glacial Till)

END OF BORING.


Water observed at 17 feet with 24 1/2 feet ofhollow-stem auger in the ground. **

*SamplerencounteredGravel. Littlesample recovery.

** Water notobserved tocave-in depth of11 feetimmediately afterwithdrawal ofauger.

Boringimmediatelybackfilled.

13

879.1

871.5

864.5

858.5

854.5

1.4

9.0

16.0

22.0

26.0


B-25

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


P200%Symbol

MC%

Elev.feet880.5

Depthfeet

0.0

21

20

35

20

20

PAV

FILL

CL

SP-SM

7 1/2 inches of bituminous over 10 inches of aggregatebase.

FILL: Silty Sand, fine- to coarse-grained, trace Graveland roots, brown and gray, moist.

SANDY LEAN CLAY, trace Gravel, brown, wet, verystiff.

(Glacial Till)POORLY GRADED SAND with SILT, fine- tocoarse-grained, trace Gravel, brown, moist, mediumdense to dense.

(Glacial Outwash)

END OF BORING.




7

879.0

875.0

873.5

869.5

1.5

5.5

7.0

11.0


B-26

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


P200%Symbol

MC%

Elev.feet880.5

Depthfeet

0.0

24

8

16

20

PAV

FILL

FILL

SM

SC


FILL: Silty Sand, fine- to coarse-grained, trace Gravel,with Clayey Sand seams, brown and dark brown, moist.

FILL: Silty Sand, fine- to coarse-grained, trace Gravel,dark brown, moist.

SILTY SAND, fine-grained, gray, moist, medium dense.(Glacial Till)

CLAYEY SAND, fine- to medium-grained, trace Gravel,reddish brown, moist to wet, medium dense.

(Glacial Till)

END OF BORING.




879.9

877.3

874.3

872.3

870.3

1.4

4.0

7.0

9.0

11.0


B-27

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


Symbol

Elev.feet881.3

Depthfeet

0.0

9

10

13

10

12

19

16

70*

14

40 64

FILLFILL

SP-SM

SM

SP-SM

SP

ML

FILL: Clayey Sand, fine-grained, trace roots, darkbrown, moist to wet.

(Topsoil Fill)FILL: Silty Sand, fine- to medium-grained, traceGravel, brown, moist.

POORLY GRADED SAND with SILT, fine- tocoarse-grained, trace Gravel, with Silty Sandinclusions, brown, moist to waterbearing, loose.

(Glacial Outwash)

SILTY SAND, fine- to medium-grained, trace Gravel,with Poorly Graded Sand seams, reddish brown, moist,medium dense.

(Glacial Till)POORLY GRADED SAND with SILT, fine- tocoarse-grained, trace Gravel, reddish brown,waterbearing, loose.

(Glacial Outwash)

POORLY GRADED SAND, fine- to coarse-grained,trace Gravel to with Gravel, reddish brown to brown,waterbearing, medium dense.

(Glacial Outwash)

SANDY SILT, trace Gravel, reddish brown, moist,medium dense to dense.

(Glaciofluvium)

END OF BORING.




*SamplerencounteredGravel.

11

877.3

873.6

870.6

868.6

865.6

855.1

851.6

0.3

4.0

7.0

9.0

12.0

22.5

26.0


B-28

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


P200%Symbol

MC%

Elev.feet877.6

Depthfeet

0.0

10

8

TW

8

18*

10

18

20

49

19 98

PAV

FILL

FILL

FILL

FILL

SM

SP-SM

ML


FILL: Silty Sand, fine- to coarse-grained, with Gravel,brown, moist.

FILL: Sandy Lean Clay, trace Gravel, brown, wet.

FILL: Organic Clay, black, wet.

FILL: Silty Sand, fine- to medium-grained, traceGravel, reddish brown to dark brown, moist.

SILTY SAND, fine- to coarse-grained, trace Gravel,with Sandy Silt seams, reddish brown, moist, loose.

(Glacial Outwash)

POORLY GRADED SAND with SILT, fine- tocoarse-grained, trace Gravel to with Gravel, brown,moist to waterbearing, medium dense.

(Glacial Outwash)

SILT, reddish brown to dark reddish brown, moist,medium dense to dense.

(Glaciofluvium)

END OF BORING.


Water observed at 17 feet with 24 1/2 feet ofhollow-stem auger in the ground. **

OC=13%

*Sampler onlyrecovered Gravel.

** Water notobserved tocave-in depth of13 1/2 feetimmediately afterwithdrawal ofauger.

Boringimmediatelybackfilled.

17

33

19

879.1

876.4

873.4

870.9

866.4

864.4

857.9

854.4

1.3

4.0

7.0

9.5

14.0

16.0

22.5

26.0


B-29

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


P200%Symbol

MC%

Elev.feet880.4

Depthfeet

0.0

25

18

18

17

PAV

FILLFILL

SP


FILL: Silty Sand, fine- to coarse-grained, with Gravel,dark brown, moist.FILL: Silty Sand, fine- to coarse-grained, trace Gravel,with Clayey Sand seams, dark brown and brown, moist.


(Glacial Outwash)

END OF BORING.




883.3882.7

877.0

873.0

0.71.3

7.0

11.0


B-30

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


Symbol

Elev.feet884.0

Depthfeet

0.0

17

13

13

17

31

PAV

FILL

SP

5 inches of bituminous over 9 inches of aggregatebase.FILL: Silty Sand, fine- to coarse-grained, trace Gravel,dark brown, moist.


(Glacial Outwash)

With Sandy Silt seam at 8 feet.

END OF BORING.




8

895.7

892.9

885.9

1.2

4.0

11.0


B-31

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


P200%Symbol

MC%

Elev.feet896.9

Depthfeet

0.0

21

29

23

21

19

11

22

14

FILL

FILL

SM

SC

SM

SP


(Topsoil Fill)FILL: Poorly Graded Sand, fine- to coarse-grained,with Gravel, brown, dry.

SILTY SAND, fine-grained, trace Gravel and roots,reddish brown, moist.

(Possible Fill)

CLAYEY SAND, fine- to medium-grained, trace Gravel,reddish brown, wet, very stiff.

(Glacial Till)

SILTY SAND, fine- to medium-grained, trace Gravel,reddish brown, wet, medium dense.

(Glacial Till)


(Glacial Outwash)

END OF BORING.

Water not observed while drilling.



12

9

899.8

896.8

893.8

889.8

886.8

879.8

1.0

4.0

7.0

11.0

14.0

21.0


B-32

METHOD:

BORING:

SCALE:DRILLER:



3 1/4" HSA, AutohammerJ. Chermak 11/23/11 1" = 4'DATE:


ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


SymbolMC%

Elev.feet900.8

Depthfeet

0.0

8

25

16

9

4

FILL

FILL

SP


(Topsoil Fill)FILL: Poorly Graded Sand, fine- to coarse-grained,trace Gravel to with Gravel, brown with dark brown, dryto moist.

POORLY GRADED SAND, fine- to coarse-grained,with Gravel, light brown, moist, loose.

(Glacial Outwash)

END OF BORING.





1

918.1

910.1

908.1

1.0

9.0

11.0


B-33

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


P200%Symbol

MC%

Elev.feet919.1

Depthfeet

0.0

18

10

11

18

FILL

SP

FILL: Silty Sand, fine- to coarse-grained, with Graveland bituminous fragments, dark brown, moist.

POORLY GRADED SAND, fine- to coarse-grained,trace Gravel to with Gravel, brown to light brown, moist,loose to medium dense.

(Glacial Outwash)

END OF BORING.




910.5

901.5

2.0

11.0


B-34

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


Symbol

Elev.feet912.5

Depthfeet

0.0

8

14

23

12

PAVFILLFILL

SP-SM

SM

4 1/2 inches of bituminous.FILL: Silty Sand, fine- to coarse-grained, with Gravel,dark brown, moist.FILL: Silty Sand, fine- to coarse-grained, trace Gravel,brown and dark brown, moist.

POORLY GRADED SAND with SILT, fine- tocoarse-grained, trace Gravel, brown, dry to moist,medium dense.

(Glacial Outwash)

SILTY SAND, fine- to medium-grained, trace Gravel,with Poorly Graded Sand seams, reddish brown, moist,medium dense.

(Glacial Till)

END OF BORING.




2

6

10

919.5918.8

915.9

912.9

908.9

0.41.1

4.0

7.0

11.0


B-35

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


SymbolMC%

Elev.feet919.9

Depthfeet

0.0

16

18

6

11

PAVFILLFILL

SP

5 inches of bituminous.FILL: Silty Sand, fine- to coarse-grained, with Gravel,dark brown, moist.FILL: Poorly Graded Sand, fine- to coarse-grained,trace Gravel, with Silty Sand seams, light brown andreddish brown, dry to moist.

POORLY GRADED SAND, fine- to coarse-grained,trace Gravel, light brown, dry, loose to medium dense.

(Glacial Outwash)

END OF BORING.




4

2

4

1

1

919.7918.9

913.1

909.1

0.41.2

7.0

11.0


B-36

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


SymbolMC%

Elev.feet920.1

Depthfeet

0.0

14

10

10*

25

25

30

26

28

FILL

FILL

SM

SC

SM

FILL: Silty Sand, fine- to coarse-grained, trace Gravel,dark brown, moist.

(Topsoil Fill)FILL: Poorly Graded Sand with Silt, fine- tocoarse-grained, trace Gravel, with occasional SiltySand seams, brown with dark brown, dry to moist.

SILTY SAND, fine- to medium-grained, with Gravel,reddish brown, moist, medium dense.

(Glacial Till)

CLAYEY SAND, fine- to medium-grained, trace Gravel,reddish brown, wet, very stiff.

(Glacial Till)

SILTY SAND, fine- to coarse-grained, with Gravel,reddish brown, moist, medium dense.

(Glacial Till)

END OF BORING.





8

3

4

9

6

919.5

911.2

903.2

901.2

899.2

0.7

9.0

17.0

19.0

21.0


B-37

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


SymbolMC%

Elev.feet920.2

Depthfeet

0.0

19

16

36

31

PAVFILL

FILL

SM

5 1/2 inches of bituminous.FILL: Silty Sand, fine- to coarse-grained, with Gravel,dark brown, moist.

FILL: Silty Sand, fine- to coarse-grained, trace Graveland roots, with occasional Clayey Sand seams, darkbrown and brown, moist to waterbearing.

SILTY SAND, fine- to coarse-grained, trace Gravel,with Poorly Graded Sand seams, reddish brown, moist,dense.

(Glacial Till)END OF BORING.





3

6

11

10

10

916.7

915.2

908.2

906.2

0.5

2.0

9.0

11.0


B-38

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


SymbolMC%

Elev.feet917.2

Depthfeet

0.0

23

14

22*

24

PAVFILLFILL

SM

SP

5 1/2 inches of bituminous.FILL: Silty Sand, fine- to coarse-grained, with Gravel,dark brown, moist.FILL: Silty Sand, fine- to coarse-grained, trace Gravel,with Clayey Sand seams, brown and gray, moist.

SILTY SAND, fine- to coarse-grained, with Gravel andpossible Cobbles and Boulders, reddish brown, moist,medium dense.

(Glacial Till)

POORLY GRADED SAND, fine- to coarse-grained,trace Gravel, brown, moist, medium dense.

(Glacial Outwash)

END OF BORING.




*Only Gravel recovery.

926.0925.4

922.5

917.5

915.5

0.51.1

4.0

9.0

11.0


B-39

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


Symbol

Elev.feet926.5

Depthfeet

0.0

6

13

11

20

61

PAVFILLFILL

SM

SM

SP-SM

4 3/4 inches of bituminous.FILL: Silty Sand, fine- to coarse-grained, with Gravel,dark brown, moist.FILL: Sandy Lean Clay, fine- to medium-grained, traceGravel, brown, wet.

SILTY SAND, fine- to coarse-grained, trace Gravel,brown, moist, medium dense.

(Glacial Till)

SILTY SAND, fine- to medium-grained, trace Gravel,reddish brown, moist, medium dense.

(Glacial Till)






16

924.4923.7

920.8

917.8

915.8

913.8

0.41.1

4.0

7.0

9.0

11.0


B-40

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


P200%Symbol

MC%

Elev.feet924.8

Depthfeet

0.0

14

11

12

13

10

FILL

FILLSP-SM

FILL: Silty Sand, fine- to coarse-grained, with Graveland a trace of roots, dark brown, moist.

FILL: Poorly Graded Sand with Silt, fine- tocoarse-grained, with Gravel, yellow, moist.POORLY GRADED SAND with SILT, fine- tocoarse-grained, trace Gravel, light brown, dry to moist,medium dense.

(Glacial Outwash)

END OF BORING.




3

911.6911.1

902.6

2.02.5

11.0


B-41

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


P200%Symbol

MC%

Elev.feet913.6

Depthfeet

0.0

23

12

11

17

PAVFILLSC

5 inches of bituminous.FILL: Silty Sand, fine- to coarse-grained, with Gravel,brown, moist.CLAYEY SAND, fine- to medium-grained, trace Gravel,reddish brown, moist to wet, stiff to very stiff.

(Glacial Till)

END OF BORING.




8

10

920.2919.6

909.6

0.41.0

11.0

LOCATION: N: 180461.99, E: 589973.39. Boringoffset 3' East of stake. See attached sketch.

B-42

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:52


SymbolMC%

Elev.feet920.6

Depthfeet

0.0

0.6882.41.0

882.0

6.0877.0

9.0874.010.0873.0

7 inches of bituminous.LOAMY SAND, fine to coarse grained, with Gravel, darkbrown, moist.

LOAMY SAND, fine to coarse grained, with Gravel, withoccasional Sandy Loam seams, brown, moist.

SANDY LOAM, fine to coarse grained, plastic, trace Gravel,dark brown and black, moist.

LOAMY SAND, fine to coarse grained, trace Gravel, brown,moist.Bottom of Hole - 10 feet.Water not observed while drilling.Water not observed to cave-in depth of 8 1/2 feetimmediately after withdrawal of auger.Boring immediately backfilled.


S-01Ground Elevation



(ft.) Drill Machine

Hammer

Location

NA - Solid Stem Auger 11/16/11CompletedLongitude (West)=Drilling


Latitude (North)=

7511


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

Ground surface elevationsprovided by SEH.


0.6879.91.0

879.5

6.0874.5

10.0870.5


LOAMY SAND, fine to coarse grained, trace Gravel, brown,moist.

SANDY LOAM, fine to medium grained, plastic, dark brownand brown to gray, moist to wet.

Bottom of Hole - 10 feet.Water not observed while drilling.Water not observed to cave-in depth of 8 1/2 feetimmediately after withdrawal of auger.Boring immediately backfilled.





(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7511


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

Boring offset 10' South &15' East of stake.

P200=11%

0.8877.31.5

876.6

6.0872.1

10.0868.1


SAND, fine to coarse grained, with Gravel, brown, moist.


LOAM, trace Gravel, brown, moist to wet.

Bottom of Hole - 10 feet.Water not observed while drilling.Water not observed to cave-in depth of 8 feet immediatelyafter withdrawal of auger.Boring immediately backfilled.





(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7514


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


0.6876.11.0

875.7

3.5873.2

5.5871.2

9.0867.710.0866.7

7 inches of bituminous.LOAMY SAND, fine to coarse grained, with Gravel, darkbrown, dry.


SANDY LOAM, fine to coarse grained, slightly plastic, traceGravel, brown, moist.

SANDY CLAY LOAM, trace Gravel, gray and brown, wet.

SANDY LOAM, fine to coarse grained, slightly plastic, traceGravel, brown, moist.Bottom of Hole - 10 feet.Water not observed while drilling.Water not observed to cave-in depth of 8 feet immediatelyafter withdrawal of auger.Boring immediately backfilled.





(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7511


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


0.7874.61.1

874.22.5

872.8

4.5870.8

10.0865.3

8 1/2 inches of bituminous.LOAMY SAND, fine to coarse grained, trace Gravel, brown,dry.LOAMY SAND, fine to coarse grained, with Gravel, brown,moist.


SANDY LOAM, fine to coarse grained, plastic, trace Gravel,brown and gray, moist to wet.






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7511


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l



0.8874.61.7

873.7

8.5866.9

10.0865.4


LOAMY SAND, fine to coarse grained, with Gravel, darkbrown, dry.

LOAMY SAND, fine to coarse grained, trace Gravel, brownto dark brown, moist.

SANDY LOAM, fine grained, slightly plastic, slightly organic,black, moist.






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7511


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


0.6875.51.0

875.1

10.0866.1

7 inches of bituminous.LOAMY SAND, fine to coarse grained, with Gravel, brown,moist.

LOAMY SAND, fine to coarse grained, trace Gravel, withoccasional Sandy Loam seams, brown, moist.






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7514


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


0.8877.01.8

876.0

3.0874.8

10.0867.8


LOAMY SAND, fine to coarse grained, with Gravel, darkbrown, dry.








(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7511


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

0.6878.31.0

877.9

10.0868.9

7 1/2 inches of bituminous.SAND, fine to coarse grained, with Gravel, brown, moist.

LOAMY SAND, fine grained, with occasional Sandy Loamseams, brown, moist.






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7514


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


0.8880.1

4.0876.9

10.0870.9


LOAMY SAND, fine to coarse grained, trace Gravel to withGravel, brown, moist.

SAND, fine grained, brown, moist.






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7514


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


0.7881.41.2

880.9

8.5873.6

10.0872.1



LOAM, with Loamy Sand seams, brown, moist.






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7511


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


0.8883.5

4.0880.3

10.0874.3



SAND, fine grained, brown, moist.






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7514


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


0.7884.9

6.0879.6

10.0875.6


LOAMY SAND, fine to coarse grained, with Gravel, brown,moist.

SAND, fine to coarse grained, trace Gravel to with Gravel,brown, moist.






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7514


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


0.6886.6

3.0884.2

6.0881.2

10.0877.2


LOAMY SAND, fine to coarse grained, with Gravel, reddishbrown, moist.

SANDY LOAM, fine to coarse grained, non plastic, traceGravel, brown, moist.

SAND, fine to coarse grained, light brown, moist.






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7514


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


P200=14%

0.7888.11.1

887.7

5.0883.8

10.0878.8

8 1/2 inches of bituminous.LOAMY SAND, fine to coarse grained, with Gravel, brown,dry.

LOAMY SAND, fine to coarse grained, trace Gravel, withSandy Loam inclusions, brown, moist.







(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7511


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


13

0.9888.8

5.0884.7

8.0881.7

10.0879.7



CLAY, trace Gravel, gray and brown, wet.

LOAMY SAND, fine grained, brown, moist.






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7514


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


0.8889.71.3

889.2

10.0880.5









(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7514


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


P200=10%

0.8890.2

10.0881.0


LOAMY SAND, fine to coarse grained, with Gravel, brownand reddish brown, moist.






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7514


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


0.7890.61.1

890.2

7.0884.3

8.5882.8

10.0881.3

8 1/2 inches of bituminous.LOAMY SAND, fine to coarse grained, with Gravel, darkbrown, dry.

SAND, fine to coarse grained, with Sandy Loam inclusions,light brown and brown, moist.

SANDY LOAM, fine grained, plastic, brown, wet.

SAND, fine to coarse grained, with Sandy Loam inclusions,light brown, moist.






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7511


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


0.9890.0

5.0885.9

10.0880.9



SAND, fine to coarse grained, light brown, moist.






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7514


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


P200=14%

1.0889.4

4.0886.4

10.0880.4

LOAMY SAND, fine to coarse grained, with Gravel, darkbrown, moist.

SANDY LOAM, fine to coarse grained, slightly plastic, traceGravel, brown and dark brown, moist.







(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7511


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

Boring offset 20' West & 10'North of stake.

P200=24%

P200=6%

0.8888.9

7.0882.7

10.0879.7



SANDY LOAM, fine to coarse grained, plastic, trace Gravel,brown, moist to wet.






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7514


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


0.8887.41.2

887.0

10.0878.2









(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7514


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


P200=6%

11

0.9885.7

5.0881.6

8.0878.6

10.0876.6



CLAY LOAM, trace Gravel, brown, wet.







(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7514


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


0.8883.51.3

883.0

6.0878.3

8.0876.3

10.0874.3



SANDY LOAM, fine to coarse grained, slightly plastic, traceGravel, with Clay seams, brown, moist to wet, brown anddark brown.


SANDY LOAM, fine to coarse gained, plastic, trace Gravel,brown and dark brown, wet.






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7514


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


0.9881.81.5

881.2

10.0872.7


SANDY LOAM, fine to coarse grained, non plastic, withGravel, brown, moist.

LOAMY SAND, fine to coarse grained, trace Gravel, withoccasional Sandy Loam seams, brown, moist.






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7514


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

Boring offset 13' North ofstake.P200=24%

12

12

0.7880.41.3

879.8

4.0877.1

7.5873.6

9.0872.110.0871.1

8 inches of bituminous.LOAMY SAND, fine to coarse grained, with Gravel, darkbrown, dry.


SANDY LOAM, fine to coarse grained, plastic, trace Gravel,black and brown, wet.

CLAY LOAM, trace Gravel, brown, wet.

CLAY, trace Gravel, slightly organic, black with brown, wet.






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7511


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


30.8

878.41.0

878.2

5.0874.2

8.0871.2

10.0869.2


LOAMY SAND, fine to coarse grained, with Gravel, brown,dry to moist.

SAND, fine to coarse grained, trace Gravel, brown, moist.

CLAY, trace Gravel, dark brown and brown, wet.

SANDY LOAM, fine to coarse grained, plastic, trace Gravel,brown, wet.






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7514


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


0.6877.31.1

876.8

10.0867.9

7 1/2 inches of bituminous.LOAMY SAND, fine to coarse grained, with Gravel, brown,dry.

LOAMY SAND, fine to coarse grained, trace Gravel, brownto light brown, moist.






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7511


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


P200=16%

0.8874.31.8

873.3

3.0872.1

5.0870.1


LOAMY SAND, fine to coarse grained, with Gravel andbituminous fragments, dark brown, dry.


SANDY LOAM, fine to coarse grained, slightly plastic, traceGravel, brown.






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7511


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l


0.5876.3

5.0871.8

SANDY LOAM, fine to coarse grained, non plastic, withGravel and roots, dark brown, moist.







(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7511


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

0.3876.90.6

876.6

5.0872.2








(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7511


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

P200=15%

0.4876.40.8

876.02.0

874.8

5.0871.8

4 1/2 inches of bituminous.LOAMY SAND, fine to coarse grained, with Gravel, darkbrown, moist.SAND, fine to coarse grained, trace Gravel to with Gravel,dark brown to brown, moist.







(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7511


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

9

0.3875.50.7

875.1

4.0871.85.0

870.8

4 inches of bituminous.LOAMY SAND, fine to coarse grained, with Gravel, brown,dry.

LOAMY SAND, fine to coarse grained, trace Gravel andbituminous fragments, brown, moist.

SANDY CLAY LOAM, fine to coarse grained, trace Gravel,brown, moist to wet.Bottom of Hole - 5 feet.Water not observed while drilling.Water not observed to cave-in depth of 4 feet immediatelyafter withdrawal of auger.Boring immediately backfilled.





(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7511


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

13

0.6875.91.1

875.4

6.0870.5

10.0866.5

7 inches of bituminous.LOAMY SAND, fine to coarse grained, with Gravel, brown,moist.


CLAY, trace Gravel, brown, wet.






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7514


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

13

0.7877.11.5

876.3

5.0872.8

10.0867.8

8 inches of bituminous.LOAMY SAND, fine to coarse grained, with Gravel andbituminous fragments, dark brown, moist.








(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7514


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

2.0872.8

10.0864.8

SANDY LOAM, fine to medium grained, plastic, traceGravel and roots, brown, moist.







(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7514


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

6.0866.9

10.0862.9

SAND, fine to coarse grained, with Gravel, dark brown tobrown, moist.

SANDY LOAM, fine to coarse grained, plastic, trace Graveland roots, dark brown and black, wet.






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7514


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

16

6.0866.7

8.0864.7

10.0862.7

SANDY LOAM, fine to medium grained, trace Gravel androots, non plastic, brown, moist.

SANDY LOAM, fine to coarse grained, trace Gravel, plastic,brown and dark brown, wet.

CLAY, trace Gravel, brown and dark brown, wet.






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7514


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

P200=33%

0.7873.4

3.0871.1

7.0867.1

10.0864.1



SANDY LOAM, fine to coarse grained, plastic, with Gravel,brown, moist to wet.

SANDY LOAM, fine grained, slightly plastic, trace Graveland roots, gray and black, moist.






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7514


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

10

2.0871.53.0

870.5

5.0868.5

7.0866.5

10.0863.5


SANDY LOAM, fine to coarse grained, slightly plastic, withGravel, brown and gray, moist.



SANDY LOAM, fine grained, plastic, trace Gravel, non toslightly organic, black, wet.






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7514


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

Boring offset 10' Northwestof stake.

15

2.0870.9

6.0866.9

8.0864.9

10.0862.9


SANDY LOAM, fine to coarse grained, slightly plastic, traceGravel, non to slightly organic, black, moist.

SANDY LOAM, fine to coarse grained, plastic, with Gravel,brown and dark brown, moist to wet.

CLAY, brown, gray and dark brown, wet.






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7514


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

1.0867.9

10.0858.9

SANDY LOAM, fine grained, trace roots, non plastic, brown,moist. (Topsoil)







(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7514


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

Boring offset 5' Northwest ofstake.

1.0863.9

10.0854.9

SANDY LOAM, fine grained, trace roots, non plastic, darkbrown, moist. (Topsoil)







(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7514


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

17

1.0862.12.0

861.1

8.0855.1

10.0853.1

SILT LOAM, trace roots, dark brown, moist. (Topsoil)

LOAM, brown and dark brown, moist to wet.








(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7514


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

P200=28%

1

1.0863.1

3.0861.1

5.0859.1

10.0854.1

SANDY LOAM, fine to medium grained, plastic, with rootsand trace Gravel, dark brown, moist. (Topsoil)

SANDY LOAM, fine to coarse grained, non plastic, traceGravel, brown, dry.

CLAY, slightly organic to organic, trace roots, black, wet.

SANDY CLAY LOAM, trace Gravel, brown and dark brown,wet.






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7514


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

0.9866.1

3.5863.5

8.0859.0

10.0857.0

SANDY LOAM, fine grained, with Gravel and roots, darkbrown, dry. (Topsoil)


SANDY LOAM, fine to coarse grained, non plastic, traceGravel, brown to dark brown, moist.

SANDY LOAM, fine grained, slightly plastic, with Clay Loamseams, light brown, moist.






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7511


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

10

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

P200=28%

0.7866.11.3

865.5

3.5863.3

5.0861.8

7 1/2 inches of bituminous.LOAMY SAND, fine to coarse grained, with Gravel, darkbrown, dry.


SANDY LOAM, fine to medium grained, plastic, traceGravel, brown, moist to wet.






(ft.) Drill Machine

Hammer

Location



Latitude (North)=

7511


or Member

UNIQUE NUMBER

Depth

COH


Breaks

Or Remarks

Elev.

SPT

(%)


5

(%) (ft)

(pcf)N60

Formation

MC(%)

Classification

Other Tests



REC ACL

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core


Roc

k

DE

PT

H

(psf) Soi

l

PAV

CL

3 1/2 inches of bituminous over 11 inches of aggregatebase.SANDY LEAN CLAY, trace Gravel, brown, wet.

END OF BORING.




Ground surfaceelevations provided bySEH.

16

874.6

870.8

1.2

5.0


S-49

METHOD:

BORING:

SCALE:DRILLER:


Braun Intertec Corporation S-49 page 1 of 1

Solid Stem AugerS. McLean 11/21/11 1" = 4'DATE:


ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:50


SymbolMC%

Elev.feet875.8

Depthfeet

0.0

PAV

SC

CL


CLAYEY SAND, fine- to coarse-grained, trace Gravel,dark brown and brown, moist.

SANDY LEAN CLAY, trace Gravel, dark brown andgray, wet.

END OF BORING.




7

12

869.9

868.2

866.2

1.3

3.0

5.0


S-50

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:50


SymbolMC%

Elev.feet871.2

Depthfeet

0.0

PAV

SM

3 1/2 inches of bituminous over 8 1/2 inches ofaggregate base.SILTY SAND, fine- to coarse-grained, trace Gravel,brownish gray, moist.

END OF BORING.




871.4

867.4

1.0

5.0


S-51

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:50


Symbol

Elev.feet872.4

Depthfeet

0.0

PAV

SC


CLAYEY SAND, fine- to coarse-grained, trace Gravel,brown, moist to wet.

END OF BORING.




6

878.6

875.6

2.0

5.0


S-52

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:50


SymbolMC%

Elev.feet880.6

Depthfeet

0.0

PAVSMSM

4 inches of bituminous.SILTY SAND, fine- to coarse-grained, with Gravel,brown, moist.SILTY SAND, fine- to medium-grained, trace Gravel,with occasional Clayey Sand seams, brown, moist.

END OF BORING.


Water not observed immediately after withdrawal ofauger.


888.6888.1

883.9

0.30.8

5.0


S-53

METHOD:

BORING:

SCALE:DRILLER:



Solid Stem AugerJ. Chermak 11/11/11 1" = 4'DATE:


ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:50


Symbol

Elev.feet888.9

Depthfeet

0.0

PAV

SMCL

SP-SM


SILTY SAND, fine- to coarse-grained, trace Gravel,with Sandy Silt seams, dark brown, moist.LEAN CLAY, with Sandy Silt seams, light brown, wet.

POORLY GRADED SAND with SILT, fine- tomedium-grained, light brown, moist.

END OF BORING.




24

10

890.5890.3

888.4

886.4

0.91.1

3.0

5.0


S-54

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:50


SymbolMC%

Elev.feet891.4

Depthfeet

0.0

PAV

SMSM


SILTY SAND, fine- to coarse-grained, with Gravel, darkbrown, moist.SILTY SAND, fine- to medium-grained, trace Gravel,brown, moist.

END OF BORING.




888.1887.9

883.9

0.81.0

5.0


S-55

METHOD:

BORING:

SCALE:DRILLER:





ee D

escr

iptiv

e T

erm

inol

ogy

shee

t for

exp

lana

tion

of a

bbre

viat

ions

)



BL-11-06382

LOG

OF

BORI

NG

N:\

GIN

T\PR

OJE

CTS\

MIN

NEA

POLI

S\20

11\0

6382

.GPJ

BRA

UN

_V8_

CURR

ENT.

GD

T 4

/16/

12 1

6:50


Symbol

Elev.feet888.9

Depthfeet

0.0

Descriptive Terminology of SoilStandard D 2487 - 00Classification of Soils for Engineering Purposes(Unified Soil Classification System)

Rev. 7/07

DD Dry density, pcfWD Wet density, pcfMC Natural moisture content, %LL Liqiuid limit, %PL Plastic limit, %PI Plasticity index, %P200 % passing 200 sieve

OC Organic content, %S Percent of saturation, %SG Specific gravityC Cohesion, psf

Angle of internal frictionqu Unconfined compressive strength, psfqp Pocket penetrometer strength, tsf

Liquid Limit (LL)

Laboratory Tests

Plas

ticity

Inde

x (P

I)

Drilling Notes

Standard penetration test borings were advanced by 3 1/4” or 6 1/4”ID hollow-stem augers unless noted otherwise, Jetting water was usedto clean out auger prior to sampling only where indicated on logs.Standard penetration test borings are designated by the prefix “ST”(Split Tube). All samples were taken with the standard 2” OD split-tubesampler, except where noted.

Power auger borings were advanced by 4” or 6” diameter continuous-flight, solid-stem augers. Soil classifications and strata depths were in-ferred from disturbed samples augered to the surface and are, therefore,somewhat approximate. Power auger borings are designated by theprefix “B.”

Hand auger borings were advanced manually with a 1 1/2” or 3 1/4”diameter auger and were limited to the depth from which the auger couldbe manually withdrawn. Hand auger borings are indicated by the prefix“H.”

BPF: Numbers indicate blows per foot recorded in standard penetrationtest, also known as “N” value. The sampler was set 6” into undisturbedsoil below the hollow-stem auger. Driving resistances were then countedfor second and third 6” increments and added to get BPF. Where theydiffered significantly, they are reported in the following form: 2/12 for thesecond and third 6” increments, respectively.

WH: WH indicates the sampler penetrated soil under weight of hammerand rods alone; driving not required.

WR: WR indicates the sampler penetrated soil under weight of rodsalone; hammer weight and driving not required.

TW indicates thin-walled (undisturbed) tube sample.

Note: All tests were run in general accordance with applicable ASTMstandards.

Particle Size IdentificationBoulders ............................... over 12”Cobbles ............................... 3” to 12”Gravel

Coarse ............................ 3/4” to 3”Fine ................................. No. 4 to 3/4”

SandCoarse ............................ No. 4 to No. 10Medium ........................... No. 10 to No. 40Fine ................................. No. 40 to No. 200

Silt ....................................... No. 200, PI 4 or below “A” line

Clay ..................................... No. 200, PI 4 and on or above “A” line

Relative Density of Cohesionless Soils

Very loose ................................ 0 to 4 BPFLoose ....................................... 5 to 10 BPFMedium dense ......................... 11 to 30 BPFDense ...................................... 31 to 50 BPFVery dense ............................... over 50 BPF

Consistency of Cohesive SoilsVery soft ................................... 0 to 1 BPFSoft ....................................... 2 to 3 BPFRather soft ............................... 4 to 5 BPFMedium .................................... 6 to 8 BPFRather stiff ............................... 9 to 12 BPFStiff ....................................... 13 to 16 BPFVery stiff ................................... 17 to 30 BPFHard ....................................... over 30 BPF

a. Based on the material passing the 3-in (75mm) sieve.b. If field sample contained cobbles or boulders, or both, add “with cobbles or boulders or both” to group name.c. Cu = D60 / D10 Cc = (D30)

2

D10 x D60

d. If soil contains 15% sand, add “with sand” to group name.e. Gravels with 5 to 12% fines require dual symbols:

GW-GM well-graded gravel with siltGW-GC well-graded gravel with clayGP-GM poorly graded gravel with siltGP-GC poorly graded gravel with clay

f. If fines classify as CL-ML, use dual symbol GC-GM or SC-SM.g. If fines are organic, add “with organic fines” to group name.h. If soil contains 15% gravel, add “with gravel” to group name.i. Sands with 5 to 12% fines require dual symbols:

SW-SM well-graded sand with siltSW-SC well-graded sand with claySP-SM poorly graded sand with siltSP-SC poorly graded sand with clay

j. If Atterberg limits plot in hatched area, soil is a CL-ML, silty clay.k. If soil contains 10 to 29% plus No. 200, add “with sand” or “with gravel” whichever is predominant.l. If soil contains 30% plus No. 200, predominantly sand, add “sandy” to group name.m. If soil contains 30% plus No. 200 predominantly gravel, add “gravelly” to group name.n. PI 4 and plots on or above “A” line.o. PI 4 or plots below “A” line.p. PI plots on or above “A” line.q. PI plots below “A” line.

Poorly graded sand h

Peat

Well-graded gravel d

PI plots on or above “A” line

PI 7 and plots on or above “A” line j

PI 4 or plots below “A” line j

Fine

-gra

ined

Soi

ls50

% o

r mor

e pa

ssed

the

No.

200

sie

ve

Coa

rse-

grai

ned

Soils

mor

e th

an 5

0% re

tain

ed o

nN

o. 2

00 s

ieve

Soils Classification

GravelsMore than 50% of

coarse fractionretained onNo. 4 sieve

Sands50% or more ofcoarse fraction

passesNo. 4 sieve

Silts and ClaysLiquid limit

less than 50

Highly Organic Soils

Silts and claysLiquid limit50 or more

Primarily organic matter, dark in color and organic odor

GroupSymbol

Criteria for Assigning Group Symbols andGroup Names Using Laboratory Tests a

Group Name b

GW

GPGMGCSWSPSM

CLMLOLOL

SC

Poorly graded gravel d

Silty gravel d f g

Clean Gravels5% or less fines e

Gravels with FinesMore than 12% fines e

Clean Sands5% or less fines i

Sands with FinesMore than 12% i

Fines classify as ML or MHFines classify as CL or CH Clayey gravel d f g

Well-graded sand h

Fines classify as CL or CHFines classify as ML or MH Silty sand f g h

Clayey sand f g h

Inorganic

Organic Liquid limit - oven driedLiquid limit - not dried

0.75

Inorganic

Organic

PI plots below “A” line

Lean clay k l m

Liquid limit - oven driedLiquid limit - not dried

0.75

CHMH

OHOH

Fat clay k l m

Elastic silt k l m

Organic clay k l m n

Organic silt k l m o

Organic clay k l m p

Organic silt k l m q

Cu 6 and 1 Cc 3 C

PT

Cu 4 and 1 Cc 3 C

Cu 4 and/or 1 Cc 3 C

Cu 6 and/or 1 CC 3 C

0 10 16 20 30 40 50 60 70 80 90 100 110

7

“U” L

ine

“A” Line

10

20

30

40

50

60

4 0

ML or OL

MH or OHCL or O

L

CH or O

H

CL - ML

Silt k l m

Vane Shear Test Washed Sample (Collected during plug drilling)

Augered Plug Drilled Split Tube Sample (SPT N60 2 in. spilt tube with liners)

Thin Wall Sample (3 in. Shelby Tube)

Core Drilled (NV Core Barrel unless otherwise noted)

Continuous Soil Sample Augered & Jetted Jetted Augered & Plug Drilled

WS

PD

CS

A/J Jet A/P

Index Sheet No. 3.0 March 2003 G:\geotech\Public\Forms\INDEX30.doc

Minnesota Department of Transportation Geotechnical Section

Boring Log Descriptive Terminology (English Units)

USER NOTES, ABBREVIATIONS AND DEFINITIONS - Additional information available in Geotechnical Manual.

This boring was made by ordinary and conventional methods and with care deemed adequate for the Department's design purposes. Since this boring was not taken to gather information relating to the construction of the project, the data noted in the field and recorded may not necessarily be the same as that which a contractor would desire. While the Department believes that the information as to the conditions and materials reported is accurate, it does not warrant that the information is necessarily complete. This information has been edited or abridged and may not reveal all the information which might be useful or of interest to the contractor. Consequently, the Department will make available at its offices, the field logs relating to this boring. Since subsurface conditions outside each borehole are unknown, and soil, rock and water conditions cannot be relied upon to be consistent or uniform, no warrant is made that conditions adjacent to this boring will necessarily be the same as or similar to those shown on this log. Furthermore, the Department will not be responsible for any interpretations, assumptions, projections or interpolations made by contractors, or other users of this log. Water levels recorded on this log should be used with discretion since the use of drilling fluids in borings may seriously distort the true field conditions. Also, water levels in cohesive soils often take extended periods of time to reach equilibrium and thus reflect their true field level. Water levels can be expected to vary both seasonally and yearly. The absence of notations on this log regarding water does not necessarily mean that this boring was dry or that the contractor will not encounter subsurface water during the course of construction. WATER MEASUREMENT AB.........................After Bailing AC.........................After Completion AF .........................After Flushing w/C .......................with Casing w/M.......................with Mud WSD......................While Sampling/Drilling w/AUG ..................with Hollow Stem Auger MISCELLANEOUS NA.........................Not Applicable w/..........................with w/o........................with out sat.........................saturated DRILLING OPERATIONS AUG ..................Augered CD.....................Core Drilled DBD...................Disturbed by Drilling DBJ ...................Disturbed by Jetting PD.....................Plug Drilled ST......................Split Tube (SPT test)

TW.....................Thinwall (Shelby Tube) WS ....................Wash Sample NSR...................No Sample Retrieved WH ....................Weight of Hammer WR ....................Weight of Rod Mud...................Drilling Fluids in Sample CS .....................Continuous Sample SOIL/CORE TESTS SPT N60..............ASTM D1586 Modified Blows per foot with 140 lb. hammer and a standard energy of 210 ft-lbs. This energy represents 60% of the potential energy of the system and is the average energy provided by a Rope & Cathead system. MC ....................Moisture Content COH ..................Cohesion ?........................Sample Density LL......................Liquid Limit PI ......................Plasticity Index F .......................Phi Angle REC...................Percent Core Recovered RQD ..................Rock Quality Description (Percent of total core interval consisting of unbroken pieces 4 inches or longer) ACL...................Average Core Length (Average length of core that is greater than 4 inches long) Core Breaks .....Number of natural core breaks per 2-foot interval. DISCONTINUITY SPACING Fractures Distance Bedding Very Close .........<2 inches.............Very Thin Close .................2-12 inches..........Thin Mod. Close ........12-36 inches........Medium Wide..................>36 inches...........Thick

DRILLING SYMBOLS

RELATIVE DENSITY Compactness - Granular Soils BPF

very loose ....................................0-4 loose ...........................................5-10 medium dense ............................11-24 dense ..........................................25-50 very dense ...................................>50

Consistency - Cohesive Soils BPF

very soft .......................................0-1 soft ..............................................2-4 firm..............................................5-8 stiff ..............................................9-15 very stiff .......................................16-30 hard.............................................31-60 very hard .....................................> 60

COLOR blk...................Black wht............White grn ..................Green brn ............Brown orng ................Orange yel .............Yellow dk....................Dark lt................Light IOS..................Iron Oxide Stained GRAIN SIZE /PLASTICITY VF .............Very Fine pl.............Plastic F................Fine slpl..........Slightly Cr ..............Coarse Plastic SOIL/ROCK TERMS C ...............Clay Lmst........Limestone L................Loam Sst ..........Sandstone S ...............Sand Dolo ........Dolostone Si ..............Silt wx...........weathered G ...............Gravel (No. 10 Sieve to 3 inches) Bldr ...........Boulder (over 3 inches) T................till (unsorted, nonstratified glacial deposits)

Mn/DOT Triangular Textural Soil Classification System

100%

100%

C

90 80 70 60 50 40 30 20 10

90

80

70

60

50

40

30

20

10

(plastic)

(slightly plastic)

SC

SCL CL

L SL SiL

SiC

SiCL

LS S Si

90

80

70

60

50

40

30

20

10

100 %

% Sand % Clay

% Silt

Appendix B

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110

FINE COARSE FINE

0.0%

3.6%

96.4%

GRAVEL

SAND

FINES

SILT CLAYFINES

GRAIN SIZE ACCUMULATION CURVE (Mn/DOT)GRAVEL SAND

COARSE MEDIUM

Mn/DOT Classification: SILT

BORING: R-1 DEPTH: 35.0'

PARTICLE DIAMETER, mm

20010040 60201043/8"1/2"3/4"1"3"

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Braun Intertec CorporationBL-11-06382

MN

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:\G

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Braun Project BL-11-06382SOIL BORINGS AND LABORATORY TESTINGTH 36 and English St. IntersectionTh 36, East of US 61Maplewood, Minnesota

U.S. SIEVE SIZES

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110

FINE COARSE FINE

9.2%

40.6%

50.3%

GRAVEL

SAND

FINES

SILT CLAYFINES


COARSE MEDIUM

Mn/DOT Classification: LOAM



20010040 60201043/8"1/2"3/4"1"3"

PE

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MN

DO

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0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110

FINE COARSE FINE

10.6%

61.4%

28.0%

GRAVEL

SAND

FINES

SILT CLAYFINES


COARSE MEDIUM

Mn/DOT Classification: Sandy LOAM



20010040 60201043/8"1/2"3/4"1"3"

PE

RC

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T P

AS

SIN

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MN

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0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110

FINE COARSE FINE

0.1%

13.0%

86.9%

GRAVEL

SAND

FINES

SILT CLAYFINES


COARSE MEDIUM

Mn/DOT Classification: SILT LOAM



20010040 60201043/8"1/2"3/4"1"3"

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T P

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SIN

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MN

DO

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0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110

FINE COARSE FINE

20.0%

69.7%

10.4%

GRAVEL

SAND

FINES

SILT CLAYFINES


COARSE MEDIUM

Mn/DOT Classification: Loamy SAND



20010040 60201043/8"1/2"3/4"1"3"

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SIN

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MN

DO

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0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110

FINE COARSE FINE

13.9%

62.5%

23.6%

GRAVEL

SAND

FINES

SILT CLAYFINES


COARSE MEDIUM

Mn/DOT Classification: Sandy LOAM



20010040 60201043/8"1/2"3/4"1"3"

PE

RC

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T P

AS

SIN

G


MN

DO

TVER

SOIN

2 N

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0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110

FINE COARSE FINE

0.0%

0.3%

99.7%

GRAVEL

SAND

FINES

SILT CLAYFINES


COARSE MEDIUM

Mn/DOT Classification: SILT



20010040 60201043/8"1/2"3/4"1"3"

PE

RC

EN

T P

AS

SIN

G


MN

DO

TVER

SOIN

2 N

:\G

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U.S. SIEVE SIZES

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110

FINE COARSE FINE

45.2%

45.1%

9.7%

GRAVEL

SAND

FINES

SILT CLAYFINES


COARSE MEDIUM

Mn/DOT Classification: GRAVELLY SAND



20010040 60201043/8"1/2"3/4"1"3"

PE

RC

EN

T P

AS

SIN

G


MN

DO

TVER

SOIN

2 N

:\G

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JECT

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U.S. SIEVE SIZES

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110

WELL GRADED SAND(SW)GRAVELSANDFINES

1.1%96.9%2.0%

D60=0.293D30=0.186D10=0.117

Cu=2.5Cc=1.0

CLASSIFICATION:

GRAVELCOARSE MEDIUM

FINES

GRAIN SIZE ACCUMULATION CURVE (ASTM)

COARSE FINE SILT CLAYFINESAND

BORING: P-1 DEPTH: 5.0'


20010040 60201043/8"1/2"3/4"1"3"

PE

RC

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SIN

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GS

ASTM

N:\

GIN

T\PR

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X-G

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B\1-

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T FI

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MIN

NEA

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S\20

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82.G

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U.S. SIEVE SIZES

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110

POORLY GRADED SAND(SP)GRAVELSANDFINES

0.0%98.6%1.4%

D60=0.250D30=0.185D10=0.151

Cu=1.7Cc=0.9

CLASSIFICATION:

GRAVELCOARSE MEDIUM

FINES





20010040 60201043/8"1/2"3/4"1"3"

PE

RC

EN

T P

AS

SIN

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GS

ASTM

N:\

GIN

T\PR

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U.S. SIEVE SIZES

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110

FINE COARSE FINE

5.0%

60.6%

34.4%

GRAVEL

SAND

FINES

SILT CLAYFINES


COARSE MEDIUM

Mn/DOT Classification: SANDY LOAM,SLIGHTLY-PLASTIC



20010040 60201043/8"1/2"3/4"1"3"

PE

RC

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T P

AS

SIN

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MN

DO

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5:53


U.S. SIEVE SIZES

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110

FINE COARSE FINE

4.3%

29.5%

66.2%

GRAVEL

SAND

FINES

SILT CLAYFINES


COARSE MEDIUM

Mn/DOT Classification: LOAM



20010040 60201043/8"1/2"3/4"1"3"

PE

RC

EN

T P

AS

SIN

G


MN

DO

TVER

SOIN

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U.S. SIEVE SIZES

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110

SILTY SAND(SM)GRAVELSANDFINES

5.2%57.7%37.1%

D60=0.250D30=D10=

Cu=Cc=

CLASSIFICATION:

GRAVELCOARSE MEDIUM

FINES





20010040 60201043/8"1/2"3/4"1"3"

PE

RC

EN

T P

AS

SIN

G


GS

ASTM

N:\

GIN

T\PR

OJE

CTS\

X-G

EOLA

B\1-

GIN

T FI

LES\

MIN

NEA

POLI

S\20

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L-11

-063

82.G

PJ B

RAU

N_V

8_CU

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4/1

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U.S. SIEVE SIZES

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110

SANDY SILT(ML)GRAVELSANDFINES

0.0%37.1%62.9%

D60=D30=D10=

Cu=Cc=

CLASSIFICATION:

GRAVELCOARSE MEDIUM

FINES





20010040 60201043/8"1/2"3/4"1"3"

PE

RC

EN

T P

AS

SIN

G


GS

ASTM

N:\

GIN

T\PR

OJE

CTS\

X-G

EOLA

B\1-

GIN

T FI

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MIN

NEA

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S\20

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82.G

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U.S. SIEVE SIZES

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110

SANDY LEAN CLAY(CL)GRAVELSANDFINES

0.6%44.9%54.5%

D60=0.095D30=D10=

Cu=Cc=

CLASSIFICATION:

GRAVELCOARSE MEDIUM

FINES



BORING: B-04 DEPTH: 2.5'


20010040 60201043/8"1/2"3/4"1"3"

PE

RC

EN

T P

AS

SIN

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GS

ASTM

N:\

GIN

T\PR

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X-G

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MIN

NEA

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S\20

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L-11

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82.G

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U.S. SIEVE SIZES

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110

POORLY GRADED SAND withSILT(SP-SM)

GRAVELSANDFINES

40.7%47.9%11.4%

D60=4.915D30=0.417D10=

Cu=83.5Cc=0.6

CLASSIFICATION:

GRAVELCOARSE MEDIUM

FINES





20010040 60201043/8"1/2"3/4"1"3"

PE

RC

EN

T P

AS

SIN

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GS

ASTM

N:\

GIN

T\PR

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CTS\

X-G

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B\1-

GIN

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MIN

NEA

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S\20

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4/1

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U.S. SIEVE SIZES

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110


10.3%73.0%16.7%

D60=0.595D30=0.211D10=

Cu=Cc=

CLASSIFICATION:

GRAVELCOARSE MEDIUM

FINES





20010040 60201043/8"1/2"3/4"1"3"

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RC

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SIN

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ASTM

N:\

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S\20

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U.S. SIEVE SIZES

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110

POORLY GRADED SAND withSILT(SP-SM)

GRAVELSANDFINES

45.6%44.4%10.0%

D60=5.862D30=0.620D10=

Cu=78.3Cc=0.9

CLASSIFICATION:

GRAVELCOARSE MEDIUM

FINES





20010040 60201043/8"1/2"3/4"1"3"

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RC

EN

T P

AS

SIN

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GS

ASTM

N:\

GIN

T\PR

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CTS\

X-G

EOLA

B\1-

GIN

T FI

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MIN

NEA

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S\20

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U.S. SIEVE SIZES

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110

CLAYEY SAND(SC)GRAVELSANDFINES

23.2%43.5%33.3%

D60=0.600D30=D10=

Cu=Cc=

CLASSIFICATION:

GRAVELCOARSE MEDIUM

FINES





20010040 60201043/8"1/2"3/4"1"3"

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RC

EN

T P

AS

SIN

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GS

ASTM

N:\

GIN

T\PR

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CTS\

X-G

EOLA

B\1-

GIN

T FI

LES\

MIN

NEA

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S\20

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L-11

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82.G

PJ B

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4/1

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U.S. SIEVE SIZES

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110

CLAYEY SAND(SC)GRAVELSANDFINES

5.0%47.1%47.8%

D60=0.163D30=D10=

Cu=Cc=

CLASSIFICATION:

GRAVELCOARSE MEDIUM

FINES





20010040 60201043/8"1/2"3/4"1"3"

PE

RC

EN

T P

AS

SIN

G


GS

ASTM

N:\

GIN

T\PR

OJE

CTS\

X-G

EOLA

B\1-

GIN

T FI

LES\

MIN

NEA

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S\20

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L-11

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82.G

PJ B

RAU

N_V

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RREN

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4/1

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28


U.S. SIEVE SIZES

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110


6.1%69.3%24.5%

D60=0.345D30=0.113D10=

Cu=Cc=

CLASSIFICATION:

GRAVELCOARSE MEDIUM

FINES





20010040 60201043/8"1/2"3/4"1"3"

PE

RC

EN

T P

AS

SIN

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GS

ASTM

N:\

GIN

T\PR

OJE

CTS\

X-G

EOLA

B\1-

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T FI

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MIN

NEA

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S\20

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4/1

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U.S. SIEVE SIZES

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110

POORLY GRADED SAND(SP)GRAVELSANDFINES

6.9%89.0%4.1%

D60=0.784D30=0.385D10=0.194

Cu=4.0Cc=1.0

CLASSIFICATION:

GRAVELCOARSE MEDIUM

FINES





20010040 60201043/8"1/2"3/4"1"3"

PE

RC

EN

T P

AS

SIN

G


GS

ASTM

N:\

GIN

T\PR

OJE

CTS\

X-G

EOLA

B\1-

GIN

T FI

LES\

MIN

NEA

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S\20

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82.G

PJ B

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N_V

8_CU

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4/1

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16:

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U.S. SIEVE SIZES

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110

FINE COARSE FINE

5.2%

53.4%

41.4%

GRAVEL

SAND

FINES

SILT CLAYFINES


COARSE MEDIUM

Mn/DOT Classification: SANDY LOAM,PLASTIC

BORING: S-5 DEPTH: 6.5'


20010040 60201043/8"1/2"3/4"1"3"

PE

RC

EN

T P

AS

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MN

DO

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SOIN

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5:53


U.S. SIEVE SIZES

0

10

20

30

40

50

60

0 20 40 60 80 100Liquid Limit (%)

Plasticity

Index

(%)

Specimen Identification LL PL PI Fines Classification

25.0'

50.0'

4.5'-6.5'

7.5'

29

30

21

23

20

11

11

10

9

19

10

13 45

R-1

R-3

R-30

R-30

SILTY CLAY LOAM

CLAY

SANDY CLAY LOAM

SANDY CLAY LOAM

ATTERBERG LIMITS RESULTS



BL-11-06382

ATTE

RBER

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T 4

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12 0

7:58

UNCONFINED COMPRESSION TEST

Project No.: BL-11-06382

Date Sampled: Remarks:

Figure 2

Client: City of Maplewood

Project: TH 36 and English St. IntersectionTh 36, East of US 61, Maplewood, MN

Sample Number: R-4 Depth: 39-41'

Description: CLAY, brownLL = PI = PL = GS= 2.70 Type: Thinwall

Sample No.Unconfined strength, tsfUndrained shear strength, tsfFailure strain, %Strain rate, %/min.Water content, % Wet density, pcfDry density, pcfSaturation, %Void ratioSpecimen diameter, in.Specimen height, in.Height/diameter ratio

12.760

1.380

5.4

1.00

12.9

140.3

124.4

97.6

0.3555

2.87

5.59

1.95

Com

pres

sive

Stre

ss, t

sf

0

1

2

3

4

Axial Strain, %

0 1.5 3 4.5 6

1




Figure 1



Sample Number: R-10 Depth: 19.5-20.5'

Description: SILT LOAM, brownLL = PI = PL = GS= 2.75 Type: Thinwall


11.466

0.733

8.2

1.00

25.1

126.8

101.3

99.4

0.6944

2.84

5.58

1.97

Com

pres

sive

Stre

ss, t

sf

0

0.5

1

1.5

2

Axial Strain, %

0 2.5 5 7.5 10

1




Figure 3



Sample Number: R-30 Depth: 4.5-6.5'

Description: CLAY LOAM, brownLL = PI = PL = GS= 2.70 Type: Thinwall


11.249

0.624

8.4

1.00

12.8

138.8

123.1

93.7

0.3698

2.86

5.72

2.00

Com

pres

sive

Stre

ss, t

sf

0

0.5

1

1.5

2

Axial Strain, %

0 2.5 5 7.5 10

1

Client: City of Maplewood Project No.: BL-11-06382

Location: TH 36, East of US 61 Maplewood, MN

Moisture-Density Relationship

SP No: Date: 12/8/2011 Tester: 13733Curve No: P-01 Soil Class: Loamy Sand

130.0

135.0

140.0

Den

sity

, pcf

Dry DensityWet Density

Optimum Moisture: 10.2 % Maximum Density: 125.6 pcfSample Location: Boring S-44, 0-5 ft

MnDOT Grading and Base Manual, Fig. 6 5-692.222 (Metric)MnDOT Grading and Base Manual, Fig. 11 5-692.222 (English)

115.0

120.0

125.0

5.0 7.0 9.0 11.0 13.0

Den

sity

, pcf

Percent Moisture

Dry DensityWet Density

Soil Boring AugerSampling Method:11/18/2011Date Sampled:

Sample DetailsW11-003775-S1Sample ID:

Scott McleanSampled By:

12/7/2011Date Submitted:Specification:

Boring S-44, 0-5'Source:Loamy SandMaterial Type:

R-1Alternate Sample ID:

Boring S-44Sample Location:

Test Results

12/13/201148

ResultR Value MnDOT 1307 - 95

MethodDescription Limits

Date Tested

Material Test Report

Minneapolis LaboratoryBraun Intertec Corporation

Report No: MAT:W11-003775-S1Issue No: 1

Project: BL-11-06382

Client: Michael Thompson

TH 36 and English St. Intersection

City of Maplewood1902 County Road B EastMaplewood, MN, 55109-2797

Maplewood, MN, 55109Josh J VanAbel, [email protected]

Th 36, East of US 61

PM:Laboratory Supervisor

12/13/2011Date of Issue:

Dallas Miner

952-995-2000Phone:

Page 1 of 1© 2000-2011 QESTLab by SpectraQEST.comForm No: 18909, Report No: MAT:W11-003775-S1

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