APPENDIX 1 SOIL BORING INFORMATION

APPENDIX 1 SOIL BORING INFORMATION OLBRICH PARK (AT WALTER STREET)

18

1/12"

5

4

5

11

13

1

11

9

10± in. Topsoil (OL)

FILL: Medium Dense, Brown Fine to Coarse Sand,Some Silt, Little to Some Gravel, Scattered BurntDebris, Cinders, Glass Fragments and Cobbles

FILL: Very Loose, Dark Brown/Black Fine toCoarse Sand, Some Silt and Gravel, ScatteredCinders and Cobbles

Loose, Dark Brown to Black SILT and Silty Fine toMedium SAND, Trace Gravel and Organics,Scattered Fine Roots (ML/SM - Possible Fill orBuried Topsoil)Limited Recovery from 6 to 7.5 ft (Sample 3)

Very Loose to Loose, Gray Fine to Medium SAND,Trace to Little Gravel, Trace Silt, Scattered ClayeySand Seams (SP)

Loose, Tan Fine SAND, Little to Some Silt(SP-SM/SM)

End of Boring at 15 ft

Borehole Backfilled with Bentonite Chips

1

2

3

4

5

M

M

M

M/W

W

MDB

(ft)

Driller

RecW

852±

EndSE

Y LL

Location

While Drilling Upon Completion of Drilling

2921 Perry Street, Madison, WI 53713

VISUAL CLASSIFICATION

Job No.

Geoprobe7822DT

SOIL PROPERTIES

7.0'

2.25" HSA; Autohammer

(qa)

SAMPLE

soil types and the transition may be gradual.

Chief

Boring No.LOG OF TEST BORING

(in.)

1/17/18

5

10

15

20

7.0'

P

(608) 288-4100, FAX (608) 288-7887

NDepth

No.

qu

Start

T

TFGDepth to Cave in

Olbrich ParkC17501-53

E

Drill Method

PL

The stratification lines represent the

MDBLogger

City of Madison, Dane County, Wisconsin

OP-1

(tsf)

Moist

Atwood Avenue

Editor

1/17/18

Depth to WaterTime After Drilling Rig

and Remarks

Sheet of

approximate boundary between

Project

WATER LEVEL OBSERVATIONS

Surface Elevation (ft)

1 1

LI

GENERAL NOTES

9

1/12"

WH

8

8

9

0

1

13

14

11± in. Topsoil (OL)

FILL: Very Loose to Loose, Dark Brown/BlackSandy Silt and Fine to Coarse Sand, Some Gravel,Trace Silt, Scattered Cinders, Glass Fragments andCobbles

No Recovery from 3.5 to 5 ft (Sample 2)

Very Loose, Dark Brown to Black SILT and SiltyFine to Medium SAND, Trace Organics, ScatteredFine Roots (ML/SM - Possible Fill or BuriedTopsoil)Limited Recovery from 6 to 7.5 ft (Sample 3)Loose, Tan Fine to Medium SAND, Trace to LittleSilt and Gravel (SP/SP-SM)

Scattered Fine Sand Seams with Some Silt near 13.5ft



1

2

3

4

5

M

-

M

M/W

M/W

MDB

(ft)

Driller

RecW

852±

EndSE

Y LL

Location




Job No.

Geoprobe7822DT

SOIL PROPERTIES

6.0'


(qa)

SAMPLE


Chief


(in.)

1/17/18

5

10

15

20

6.0'

P

(608) 288-4100, FAX (608) 288-7887

NDepth

No.

qu

Start

T

TFGDepth to Cave in


E

Drill Method

PL


MDBLogger


OP-2

(tsf)

Moist

Atwood Avenue

Editor

1/17/18


and Remarks

Sheet of


Project



1 1

LI

GENERAL NOTES

100/8"

12

2

2

7

9

1

8

11

10

3.5± in. Asphalt PavementFILL: (Very Dense)*, Grayish Brown Sandy Siltand Fine to Medium Sand, Little Silt, Trace Gravel,Scattered Brick Fragments and Cobbles

FILL: Medium Dense, Grayish Brown Fine toCoarse Sand, Some Silt and Gravel, ScatteredCinders and CobblesLimited Recovery from 3.5 to 5 ft (Sample 2)

Very Soft to Soft, Dark Gray Silty CLAY, TraceSand and Organics, Scattered Organic Matter(CL-ML)

Very Loose, Gray Silty SAND (SM)Not Sampled; Description Based on Driller's Log

Very Loose, Dark Brown to Black SILT, SomeSand, Trace Organics, Scattered Roots (ML)

Very Loose to Loose, Gray Silty Fine SAND (SM)Not Sampled; Description Based on Driller's Log

Loose, Tan Fine to Medium SAND, Trace Silt andGravel (SP)



*Note: Elevated N-Value in Sample 1 due to Frost

1

2

3

4

5

M

M

M

M

W

(0.25)

MDB

(ft)

Driller

RecW

852±

EndSE

Y LL

Location




Job No.

Geoprobe7822DT

SOIL PROPERTIES

7.3'


(qa)

SAMPLE


Chief


(in.)

1/17/18

5

10

15

20

7.3'

P

(608) 288-4100, FAX (608) 288-7887

NDepth

No.

qu

Start

T

TFGDepth to Cave in


E

Drill Method

PL


MDBLogger


OP-3

(tsf)

Moist

Atwood Avenue

Editor

1/17/18


and Remarks

Sheet of


Project



1 1

LI

GENERAL NOTES

8

2/12"

2

9

10

9

2

6

8

6

3.5± in. Asphalt PavementFILL: Very Loose to Loose, Brown Fine to CoarseSand, Little to Some Silt and Gravel, ScatteredCinders, Brick Fragments and Cobbles

FILL: Soft to Medium Stiff, Dark Brown to BlackSilty Clay, Little Sand and Gravel, Trace Organics,Scattered CindersLimited Recovery from 3.5 to 5 ft (Sample 2)Very Soft to Soft, Gray to Dark Gray Lean CLAY,Little Sand, Laminated with Gray Fine to MediumSAND, Trace Silt (CL/SP)Limited Recovery from 6 to 7.5 ft (Sample 3)Notable Petroleum Odor in Sample 3Notable Petroleum Odor in Sample 4

Loose to Medium Dense, Tan Fine SAND, Trace toLittle Silt (SP/SP-SM)Faint Petroleum Odor in Sample 5



1

2

3

4

5

M

M

M

M/W

W

(0.25-0.75)

(0.25)

(0.25)

MDB

(ft)

Driller

RecW

852±

EndSE

Y LL

Location




Job No.

Geoprobe7822DT

SOIL PROPERTIES

8.1'


(qa)

SAMPLE


Chief


(in.)

1/17/18

5

10

15

20

8.1'

P

(608) 288-4100, FAX (608) 288-7887

NDepth

No.

qu

Start

T

TFGDepth to Cave in


E

Drill Method

PL


MDBLogger


OP-4

(tsf)

Moist

Atwood Avenue

Editor

1/17/18


and Remarks

Sheet of


Project



1 1

LI

GENERAL NOTES

Wisconsin Department of Safety & Professional Services Page of

Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must

Govt. Lot NE 1/4 NE 1/4 S 8 T 7 N R 10 E

Block #

State Zip Code x City Village

WI

Drainage area__________________ sq. ft. acres

X

Irrigation Trench(es)

Rain Garden Reuse

Infiltration trench Other

X Boring

Pit ft

Depth Texture

in.

0-10

10-38 SL (FILL)

38-73 SL (FILL)

73-105 SIL/SL (POSS. FILL)

105-144 S/SCL

144-180 SL

X Boring

Pit ft

Depth Texture

in.

0-11

11-66 SIL/LS (FILL)

66-96 SIL/SL (POSS. FILL)

96-162 LS

162-180 LS/SL

SignatureCST/PSS Name (Please Print)

10YR 5/4 None 0sg ml

CST/PSS Number

RYAN J. PORTMAN 1201636

Telephone NumberAddress Date Evaluation Conducted

Dane

0.50

Boundary

include, but not limited to: vertical and horizontal reference point (BM), direction andParcel I.D.

5-10

SOIL EVALUATION - STORM 1 2

Division of Safety and Buildings in accordance with Comm 82.365 & 85, Wis. Adm. Code

County

071008101017percent slope, scale or dimensions, north arrow, and BM referenced to nearest road.

Review by Date

Please print all information.

Personal information you provide may be used for secondary purposes (Privacy Law, s.15.04 (1) (m)).

Property Owner Property Location

City of Madison Parks Olbrich Softball Diamonds

Property Owner's Mailing Address Lot # Subd. Name or CSM#

210 MLK Jr Blvd, Rm 104

Bioretention trench

City Phone Number Town Nearest Road

Madison 53703Madison Walter St.

OP-1 Obs. #

Ground Surface Elev. 852 Depth to limiting factor

Hydraulic Application Test Method

Optional:

Test Site Suitable for (check all that apply) Morphological Evaluation

% Rock

Double-Ring Infiltrometer

Grassed Swale

Other (Specify)____________

SDS (>15' wide) ___________

84 1 in.

Hydraulic App. Rate

Horizon Dominant Color Redox Description Structure Consistence

ml

Inches/Hr

1

0sg

Frag.Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.

10-1510YR 6/4; 4/3 None

None

0.50

0.13

3 7.5YR 4/4 None 0sg ml

2

20-30 0.50

0.11

4 10YR 4/3; 3/2 Varies Varies < 5

5 5-1010YR 4/2 0sg ml

OP-2 Obs. #

Ground Surface Elev. 852 Depth to limiting factor 72 1 in.

Hydraulic App. Rate

Horizon Dominant Color Redox Description Structure Consistence Boundary % Rock Inches/Hr

Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Frag.

1

1/25/2018

5-10

2 10YR 2/1; 4/4 None Varies Varies

3 10YR 3/3 None Varies

5

< 5 0.13

10YR 6/4 None 0sg4

201 N. MALLARD DR., SUN PRAIRIE, WI 53590

15-25 0.13

1.63

608-440-4193SBD-10793 (R.1/05)

None

ml

Varies

6 10YR 6/2 None 0sg ml 0 0.50

Topsoil (No Sample Obtained)

1 Groundwater encountered at a depth of about 7 ft (84 in.).

Topsoil (No Sample Obtained)

1 Groundwater encountered at a depth of about 6 ft (72 in.).

of 2

X Boring

Pit ft

Depth Texture

in.

0-3.5

3.5-37 SIL/SL (FILL)

37-67 SL (FILL)

67-89 SICL

89-103 SL

103-120 SIL

120-174 SL

174-180 S

X Boring

Pit ft

Depth Texture

in.

0-4

4-47 SL (FILL)

47-66 SICL (FILL)

66-174 SICL/LS

174-180 LFS

Boring

Pit ft

Depth Texture

in.

7 0.50

Ground Surface Elev. 852 Depth to limiting factor 671, 87

2

852 Depth to limiting factor

Boundary

2 Groundwater encountered at a depth of about 8.1 ft (87 in.).

Asphalt Pavement

Ground Surface Elev.

3.60

1 Low value soil matrix color below about 5.6 ft (67 in.)suggests level of past saturation.

(Not Sampled - Driller's Observation)

% Rock

Qu. Sz. Cont. Color Gr. Sz. Sh.

071008101017 Page 2

Hydraulic App. Rate

Horizon

< 5 0.13

1

Property Owner

City of Madison Parks Olbrich

Softball Diamonds Parcel ID#

2 None Varies Varies10YR 5/4

3 10YR 5/2 None Varies Varies 15-25 0.50

4 10YR 3/1 None 1vfsbk mfi 0 0.04

661, 97

2 in.

0 0.13

< 5

5 (Not Sampled - Driller's Observation)

OP-4 Obs. #

Hydraulic App. Rate

Horizon Dominant Color Redox Description Structure Consistence Boundary % Rock

Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.

10-20 0.50

1

2 10YR 5/4 None

0.50

Varies Varies

3 10YR 2/1 None Varies Varies

1 Low value soil matrix color below about 5.5 ft (66 in.)suggests level of past saturation.

5-10 0.04

5 10YR 5/6 None 0sg ml 0

Obs. #

Hydraulic App. Rate

Horizon Dominant Color Redox Description Structure Consistence Boundary % Rock Inches/Hr

Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Frag.

Structure Consistence

Munsell

Inches/Hr

Frag.

0.50

in.OP-3 Obs. #

Frag.

Dominant Color Redox Description Inches/Hr

Asphalt Pavement

2 Groundwater encountered at a depth of about 7.3 ft (87 in.).

6 10YR 3/1 None 1fsbk mfr

4 N 3/1; 10YR 5/2 None 1vfsbk mfi 0 0.04

in.Ground Surface Elev. Depth to limiting factor

8 10YR 5/4 None 0sg ml

Documents

APPENDIX 1 SOIL BORING INFORMATION