W912P6B140011_AMD0002_Dispersal_Barrier_1_Project_B_Specifications.pdf

CSSC Dispersal Barrier 1, Project B - Building W912P6-14-B-0011

AMD0002

TABLE OF CONTENTS

DIVISION 00 PROCUREMENT & CONTRACTING REQUIREMENTS

00010 SOLICITATION, OFFER, AND AWARD, SF 1442, BIDDING SCHEDULE

00100 INSTRUCTIONS, CONDITIONS, AND NOTICES TO BIDDERS

00600 REPRESENTATIONS, CERTIFICATIONS, AND OTHER STATEMENTS OF BIDDERS

00700 CONTRACT CLAUSES

00800 SPECIAL CONTRACT REQUIREMENTS

WAGE RATES

DIVISION 00 – Level 2 – AVAILABLE INFORMATION

00 31 32.13 03 SUBSURFACE DRILLING AND SAMPLING INFORMATION

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00 GENERAL PROVISIONS

01 22 00 MEASUREMENT AND PAYMENT

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 QUALITY CONTROL

01 45 00.10 QUALITY CONTROL SYSTEM (QCS)

01 52 02 TEMPORARY CONSTRUCTION FACILITIES

01 56 26.03 TEMPORARY CHAIN-LINK FENCE AND GATE

01 57 20.01 ENVIRONMENTAL PROTECTION FOR ILLINOIS

01 58 00 PROJECT SIGN AND SAFETY SIGN

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 03 - CONCRETE

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 30 00.00 10 CAST-IN-PLACE CONCRETE

03 35 00.00 10 CONCRETE FINISHING

03 45 33 PRECAST PRESTRESSED STRUCTURAL CONCRETE

DIVISION 04 - MASONRY

04 20 00 MASONRY

04 21 13.13 NONBEARING MASONRY VENEER/STEEL STUD WALLS

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 73 01 FIBERGLASS REINFORCED PLASTIC (FRP) GRATING

06 82 14 FIBERGLASS REINFORCED PLASTIC (FRP) PIPE AND TUBE RAILINGS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 22 00 ROOF AND DECK INSULATION

07 54 19 POLYVINYL-CHLORIDE ROOFING

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

AMD0002

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 33 23 OVERHEAD COILING DOORS

08 56 53 BLAST RESISTANT TEMPERED GLASS WINDOWS

08 71 00 DOOR HARDWARE

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 06 90 COLOR SCHEDULE

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 67 23.13 STANDARD RESINOUS FLOORING

09 69 13 RIGID GRID ACCESS FLOORING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 21 - FIRE SUPPRESSION

21 22 00.00 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00 COMMISSIONING OF HVAC SYSTEMS

23 23 00 REFRIGERANT PIPING

23 31 13 METAL DUCTS

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS

23 81 23.00 20 COMPUTER ROOM AIR CONDITIONING UNITS

23 81 47 WATER-LOOP AND GROUND-LOOP HEAT PUMP SYSTEMS

23 82 02 UNITARY HEATING AND COOLING EQUIPMENT

23 82 46 ELECTRIC UNIT HEATERS

DIVISION 26 - ELECTRICAL

26 08 00 APPARATUS INSPECTION AND TESTING

26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 23 00 SWITCHBOARDS AND SWITCHGEAR

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 32 33.00 10 UNINTERRUPTIBLE POWER SUPPLY (UPS) SYSTEM ABOVE 15 KVA

CAPACITY

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 14.00 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 64.00 10 FIRE DETECTION AND ALARM SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 60 00 FOUNDATION PREPARATION

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 23 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

DIVISION 33 - UTILITIES

33 20 00 WATER WELLS

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

DIVISION 43 - PROCESS GAS AND LIQUID HANDLING, PURIFICATION, AND STORAGE

EQUIPMENT

43 15 00 AIR COMPRESSOR

-- End of Project Table of Contents --

CSSC Dispersal Barrier 1, Project B - Building W912P6-B-14-0011

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 31 32.13 03

SUBSURFACE DRILLING AND SAMPLING INFORMATION

PART 1 GENERAL

1.1 SUBSURFACE CONDITIONS

1.2 SITE SPECIFIC DATA

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section Table of Contents --

DOCUMENT 00 31 32.13 03 - Page 1

SECTION 00 31 32.13 03

SUBSURFACE DRILLING AND SAMPLING INFORMATION

PART 1 GENERAL

1.1 SUBSURFACE CONDITIONS

Subsurface exploratory borings have been obtained by the Government to determine the general character of the subsurface materials within the project area. Four borings were drilled in 2000 on the east side of the canal near the Demonstration Barrier while one core was drilled on the west side of the canal across from Barrier IIB. Locations of the borings are shown on the Drawings, and the logs of those borings that fall within the area of this contract are included for the convenience of the Contractor in Attachment A. In addition, three wells were drilled on the west side of the canal (one near Barrier IIA and two near Barrier IIB). Geophysical logs of these three wells are also included for the convenience of the Contractor. Video logs of the wells are also available upon request from the contractor. The Government assumes no responsibility for any interpretation or deductions made by the Contractor from the logs and data. While the borings and geophysical data are generally representative of subsurface conditions at their respective locations and for their respective vertical reaches, localized variations of characteristics of the subsurface materials of this region should be anticipated. Groundwater elevations, shown on the boring logs and geophysical logs, are those encountered at the time when the logs were taken and will fluctuate due to factors such as rainfall, lake, river and/or canal stages.

1.2 SITE SPECIFIC DATA

Boring logs and geophysical logs are provided at the end of this section.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

DOCUMENT 00 31 32.13 03 - Page 2

Attachment A

CSSC Dispersal Barrier 1, Project B - Building

00 31 32.13 03_Attachment A

00 31 32.13 03_Attachment A

DRILLING LOG

DIVISION

1. PROJECT

2. LOCATION (Coordinates or Station)

3. DRILLING AGENCY

4. HOLE NO. (As shown on drawing title and �le number)

5. NAME OF DRILLER

6. DIRECTION OF HOLE

VERTICAL INCLINED DEG. FROM VERTICAL

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

INSTALLATION SHEET

OF 11 SHEETS

10. SIZE AND TYPE OF BIT

11. DATUM FOR ELEVATION SHOWN (TBM or MSL)

12. MANUFACTURER’S DESIGNATION OF DRILL

13. TOTAL NO. OF OVERBURDEN

SAMPLES TAKEN

DISTURBED UNDISTURBED

14. TOTAL NUMBER OF CORE BOXES

15. ELEVATION OF GROUNDWATER

16. DATE HOLE STARTED COMPLETED

17. ELEVATION TOP OF HOLE

18. TOTAL CORE RECOVERY FOR BORING %

19. SIGNATURE OF INSPECTOR

ELEVATION

a

DEPTH LEGEND

b c

CLASSIFICATION OF MATERIALS

(Description) d

% CORE

RECOVERY

e

BOX OR

SAMPLE

NO.

f

REMARKS

(Drilling time, water loss, depth of weathering, etc., if signi�cant) g

LRD

FISH BARRIER

USACE - SAM

B-5-10 x

199.4 ft.

201.4 ft.

Chicago District

10-SEP-2010 15-SEP-2010

No Coring from 0-6.4’ Set PVC casing @ 6.4’ and began coring

DOLOMITE - Pervasive small vugs, highly fractured with brown clay in�lling

Drilling time: 30 minutes No water loss, smooth drilling5.0/5.0

100%

RQD: 1.9/5.0 = 38%

@ 12.6’ less oxidized and fractured

lt. grey-bu� mottled color slightly larger vugs

11.4-21.4

10.0/10.0

100%

Started drilling: 8.55 am

Stopped drilling: 9:10 am

- smooth drilling no chatter

-water loss 0-10%

RQD: 7.2/10.0 = 72%

Eddie Woods

2 ft.

NQ, Diamond embedded rotary n/a n/a

NAVD 88

585 ft.

578.6 ft.

1812259 N, 1058806 E (Illinois State Plane East NAD 83)

CSSC Dispersal Barrier 1, Project B - Building

00 31 32.13 03_Attachment A

1. PROJECT

2. LOCATION (Coordinates or Station)

3. DRILLING AGENCY

4. HOLE NO. (As shown on drawing title and �le number)

5. NAME OF DRILLER

6. DIRECTION OF HOLE

VERTICAL INCLINED DEG. FROM VERTICAL

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

INSTALLATION SHEET

OF 11 SHEETS

10. SIZE AND TYPE OF BIT

11. DATUM FOR ELEVATION SHOWN (TBM or MSL)

12. MANUFACTURER’S DESIGNATION OF DRILL

13. TOTAL NO. OF OVERBURDEN

SAMPLES TAKEN

DISTURBED UNDISTURBED

14. TOTAL NUMBER OF CORE BOXES

15. ELEVATION OF GROUNDWATER

16. DATE HOLE STARTED COMPLETED

17. ELEVATION TOP OF HOLE

18. TOTAL CORE RECOVERY FOR BORING %

19. SIGNATURE OF INSPECTOR

ELEVATION

a

DEPTH LEGEND

b c

CLASSIFICATION OF MATERIALS

(Description) d

% CORE

RECOVERY

e

BOX OR

SAMPLE

NO.

f

REMARKS

(Drilling time, water loss, depth of weathering, etc., if signi�cant) g

LRD

USACE - SAM

x

201.4 ft.

Chicago District

10-SEP-2010 15-SEP-2010

sub-vertical fracture 20.0-20.7’

@ 21.7’ less vuggy, loses bu� color

lt. gray w/ some stylolites

21.4- 24.3

2.9/2.9

100%

Started drilling: 9:30am Stopped drilling:

-equipment problems, stuck core barrel @ 23.6’ 9:48am

RQD: 53%

lt. gray clay layer 23.6-24.0’ large chert nodule @ 25.0’ 24.3- 31.4

6.7/7.1

94%

Started drilling: 10:00am @ 24.3’

Ended run : 10:25am

- some drill chatter @ start some water loss ~10% water started clear and changed to milky white

Good RQD: 94% massive w/ some small vugs small vugs large chert nodule @ 33.7’

31.4- 41.4

10.0/ 10.0

100% clay �lled fracture @ 36.3’

Started run: 10:45am Ended run: 11:00am

- smooth drilling water return looks darker gray or black

RQD: 74%

FISH BARRIER

B-5-10

199.4 ft.

2 ft.

NQ, Diamond embedded rotary n/a n/a

NAVD 88

585 ft.

578.6 ft.

1812259 N, 1058806 E (Illinois State Plane East NAD 83)

CSSC Dispersal Barrier 1, Project B - Building

00 31 32.13 03_Attachment A

1. PROJECT

2. LOCATION (Coordinates or Station)

3. DRILLING AGENCY

4. HOLE NO. (As shown on drawing title and �le number)

5. NAME OF DRILLER

6. DIRECTION OF HOLE

VERTICAL INCLINED DEG. FROM VERTICAL

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

INSTALLATION SHEET

OF 11 SHEETS

10. SIZE AND TYPE OF BIT

11. DATUM FOR ELEVATION SHOWN (TBM or MSL)

12. MANUFACTURER’S DESIGNATION OF DRILL

13. TOTAL NO. OF OVERBURDEN

SAMPLES TAKEN

DISTURBED UNDISTURBED

14. TOTAL NUMBER OF CORE BOXES

15. ELEVATION OF GROUNDWATER

16. DATE HOLE STARTED COMPLETED

17. ELEVATION TOP OF HOLE

18. TOTAL CORE RECOVERY FOR BORING %

19. SIGNATURE OF INSPECTOR

ELEVATION

a

DEPTH LEGEND

b c

CLASSIFICATION OF MATERIALS

(Description) d

% CORE

RECOVERY

e

BOX OR

SAMPLE

NO.

f

REMARKS

(Drilling time, water loss, depth of weathering, etc., if signi�cant) g

LRD

USACE - SAM

x

201.4 ft.

Chicago District

10-SEP-2010 15-SEP-2010

Eddie Woods

39.2-41.4’ sub vertical fractures

Joint at 42.4’, brownished oxidized color, very little clay �lling, some MnOx on fracture surface 42.4-49.6’ massive lt. gray dolomite, some small vugs

41.4-51.4

10.0/ 10.0

100%

Started run: 11:15 am Ended run: 11:36 am

- smooth drillling no chatter water loss = 0-10%

Break for lunch @ 12:10 pm

RQD = 2.2/10.0 = 22%

@ 54.1’ abundant green shale partings

51.4-61.4

10.0/ 10.0

100%

Started run: 1:10 pm Ended run: 1:35 pm

Intermittent loss of circulation between 52-55’

Some chattering at ~ 55’

RQD: 94% (good clean rock)

FISH BARRIER

B-5-10

199.4 ft.

2 ft.

NQ, Diamond embedded rotary n/a n/a

NAVD 88

585 ft.

578.6 ft.

1812259 N, 1058806 E (Illinois State Plane East NAD 83)

CSSC Dispersal Barrier 1, Project B - Building

00 31 32.13 03_Attachment A

1. PROJECT

2. LOCATION (Coordinates or Station)

3. DRILLING AGENCY

4. HOLE NO. (As shown on drawing title and �le number)

5. NAME OF DRILLER

6. DIRECTION OF HOLE

VERTICAL INCLINED DEG. FROM VERTICAL

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

INSTALLATION SHEET

OF 11 SHEETS

10. SIZE AND TYPE OF BIT

11. DATUM FOR ELEVATION SHOWN (TBM or MSL)

12. MANUFACTURER’S DESIGNATION OF DRILL

13. TOTAL NO. OF OVERBURDEN

SAMPLES TAKEN

DISTURBED UNDISTURBED

14. TOTAL NUMBER OF CORE BOXES

15. ELEVATION OF GROUNDWATER

16. DATE HOLE STARTED COMPLETED

17. ELEVATION TOP OF HOLE

18. TOTAL CORE RECOVERY FOR BORING %

19. SIGNATURE OF INSPECTOR

ELEVATION

a

DEPTH LEGEND

b c

CLASSIFICATION OF MATERIALS

(Description) d

% CORE

RECOVERY

e

BOX OR

SAMPLE

NO.

f

REMARKS

(Drilling time, water loss, depth of weathering, etc., if signi�cant) g

LRD

USACE - SAM

x

201.4 ft.

Chicago District

10-SEP-2010 15-SEP-2010

Eddie Woods

63.4-66.5 DOLOMITIC MUDSTONE

greenish-gray color, soft

61.4- 71.4

50%

Started run: 14:00 lost circulation/stuck core barrel @ 63.4’ pulled up after 2’ of drilling lost water ~65-66’ ~80% Rough drilling, rig shaking

Ended run @ 15:10 Core stuck @ 69.6’

Pulled rods to recover core Recovery 50%

RQD: 0%

Clay �lled fracture @ 66.1’

Bad recovery Highly fractured dolomite gravel

Likely fractured due to drilling?

Ended day at 4:10 pm 9/11/2010

71.4- 81.4

10.0/ 10.0

100%

Not onsite while this run was drilled

Drilled Monday 9/13/2010 between 8-9 am

RQD: 51%

DOLOMITE:

clean light gray, some minor vugs

Numerous fractures 71.4-72.4’

Fractured 75.9-76.4’

FISH BARRIER

B-5-10

199.4 ft.

2 ft.

NQ, Diamond embedded rotary n/a n/a

NAVD 88

585 ft.

578.6 ft.

1812259 N, 1058806 E (Illinois State Plane East NAD 83)

CSSC Dispersal Barrier 1, Project B - Building

00 31 32.13 03_Attachment A

1. PROJECT

2. LOCATION (Coordinates or Station)

3. DRILLING AGENCY

4. HOLE NO. (As shown on drawing title and �le number)

5. NAME OF DRILLER

6. DIRECTION OF HOLE

VERTICAL INCLINED DEG. FROM VERTICAL

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

INSTALLATION SHEET

OF 11 SHEETS

10. SIZE AND TYPE OF BIT

11. DATUM FOR ELEVATION SHOWN (TBM or MSL)

12. MANUFACTURER’S DESIGNATION OF DRILL

13. TOTAL NO. OF OVERBURDEN

SAMPLES TAKEN

DISTURBED UNDISTURBED

14. TOTAL NUMBER OF CORE BOXES

15. ELEVATION OF GROUNDWATER

16. DATE HOLE STARTED COMPLETED

17. ELEVATION TOP OF HOLE

18. TOTAL CORE RECOVERY FOR BORING %

19. SIGNATURE OF INSPECTOR

ELEVATION

a

DEPTH LEGEND

b c

CLASSIFICATION OF MATERIALS

(Description) d

% CORE

RECOVERY

e

BOX OR

SAMPLE

NO.

f

REMARKS

(Drilling time, water loss, depth of weathering, etc., if signi�cant) g

LRD

USACE - SAM

x

201.4 ft.

Chicago District

10-SEP-2010 15-SEP-2010

Eddie Woods

81.4- 91.4

10.0/ 10.0

100%

Smooth drilling Water loss: 0-10%

RQD: 37%

DOLOMITE:

lt. gray, numerous horizontal fractures w/ some gray clay �lling

@ 85.6’ fracture w/ gray clay

@ 88.1’ horizontal fracture w/ gray clay

87.4-90.0’ fracture zone

91.4- 101.4

100%

Started run: 10:28 am Ended run: 10:45 am

- smooth drilling, good water return water loss 0-10%

RQD: 62%

Fracture @ 92.8’

Some shale partings every 2-6”

Fracture zone 98.1-99.4’

FISH BARRIER

B-5-10

199.4 ft.

2 ft.

NQ, Diamond embedded rotary n/a n/a

NAVD 88

585 ft.

578.6 ft.

1812259 N, 1058806 E (Illinois State Plane East NAD 83)

CSSC Dispersal Barrier 1, Project B - Building

00 31 32.13 03_Attachment A

1. PROJECT

2. LOCATION (Coordinates or Station)

3. DRILLING AGENCY

4. HOLE NO. (As shown on drawing title and �le number)

5. NAME OF DRILLER

6. DIRECTION OF HOLE

VERTICAL INCLINED DEG. FROM VERTICAL

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

INSTALLATION SHEET

OF 11 SHEETS

10. SIZE AND TYPE OF BIT

11. DATUM FOR ELEVATION SHOWN (TBM or MSL)

12. MANUFACTURER’S DESIGNATION OF DRILL

13. TOTAL NO. OF OVERBURDEN

SAMPLES TAKEN

DISTURBED UNDISTURBED

14. TOTAL NUMBER OF CORE BOXES

15. ELEVATION OF GROUNDWATER

16. DATE HOLE STARTED COMPLETED

17. ELEVATION TOP OF HOLE

18. TOTAL CORE RECOVERY FOR BORING %

19. SIGNATURE OF INSPECTOR

ELEVATION

a

DEPTH LEGEND

b c

CLASSIFICATION OF MATERIALS

(Description) d

% CORE

RECOVERY

e

BOX OR

SAMPLE

NO.

f

REMARKS

(Drilling time, water loss, depth of weathering, etc., if signi�cant) g

LRD

USACE - SAM

x

201.4 ft.

Chicago District

10-SEP-2010 15-SEP-2010

Eddie Woods increasingly vuggy starting at 101.6’

Chert band 103.5-103.7’

Fractured chert band 104.2-104.4’

Chert band 111.6-112.0’

Chert band 113.2-113.5’

Chert band 116.6-116.8’

Abundant chert nodules 1-3” in diameter

Fracture zone 107.6-108.4’

Abundant fracturing along chert bands/ nodules

101.4- 111.4

10.0/ 10.0

100%

Not onsite when drilled; Drilling occurred between 7-9 am, 9/14/2010

RQD: 7.5/10.0 = 75%

111.4- 121.4’

10.0/ 10.0

100%

Not onsite when drilled

Good recovery, good intact rock

RQD: 96%

FISH BARRIER

B-5-10

199.4 ft.

2 ft.

NQ, Diamond embedded rotary n/a n/a

NAVD 88

585 ft.

578.6 ft.

1812259 N, 1058806 E (Illinois State Plane East NAD 83)

CSSC Dispersal Barrier 1, Project B - Building

00 31 32.13 03_Attachment A

1. PROJECT

2. LOCATION (Coordinates or Station)

3. DRILLING AGENCY

4. HOLE NO. (As shown on drawing title and �le number)

5. NAME OF DRILLER

6. DIRECTION OF HOLE

VERTICAL INCLINED DEG. FROM VERTICAL

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

INSTALLATION SHEET

OF 11 SHEETS

10. SIZE AND TYPE OF BIT

11. DATUM FOR ELEVATION SHOWN (TBM or MSL)

12. MANUFACTURER’S DESIGNATION OF DRILL

13. TOTAL NO. OF OVERBURDEN

SAMPLES TAKEN

DISTURBED UNDISTURBED

14. TOTAL NUMBER OF CORE BOXES

15. ELEVATION OF GROUNDWATER

16. DATE HOLE STARTED COMPLETED

17. ELEVATION TOP OF HOLE

18. TOTAL CORE RECOVERY FOR BORING %

19. SIGNATURE OF INSPECTOR

ELEVATION

a

DEPTH LEGEND

b c

CLASSIFICATION OF MATERIALS

(Description) d

% CORE

RECOVERY

e

BOX OR

SAMPLE

NO.

f

REMARKS

(Drilling time, water loss, depth of weathering, etc., if signi�cant) g

LRD

USACE - SAM

x

201.4 ft.

Chicago District

10-SEP-2010 15-SEP-2010

Eddie Woods

Increasingly vuggy, small vugs

128.4-128.8 : large fossiliferous/calcite �lled cavity

Sharp contact @ 129.8’

SHALE:

Green-gray, horizontal, laminated bedding

Slaking more apparent from 129.8-131.4

121.4- 131.4

10.0/ 10.0

100%

Not onsite when drilled:

9-10 am, 9/14/2010

RQD: 84%

Mostly good quality rock w/ some small vugs

Not onsite when drilled:

10-11am?

RQD: 25%

131.4- 141.4

10.0/ 10.0

100%

FISH BARRIER

B-5-10

199.4 ft.

2 ft.

NQ, Diamond embedded rotary n/a n/a

NAVD 88

585 ft.

578.6 ft.

1812259 N, 1058806 E (Illinois State Plane East NAD 83)

CSSC Dispersal Barrier 1, Project B - Building

00 31 32.13 03_Attachment A

1. PROJECT

2. LOCATION (Coordinates or Station)

3. DRILLING AGENCY

4. HOLE NO. (As shown on drawing title and �le number)

5. NAME OF DRILLER

6. DIRECTION OF HOLE

VERTICAL INCLINED DEG. FROM VERTICAL

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

INSTALLATION SHEET

OF 11 SHEETS

10. SIZE AND TYPE OF BIT

11. DATUM FOR ELEVATION SHOWN (TBM or MSL)

12. MANUFACTURER’S DESIGNATION OF DRILL

13. TOTAL NO. OF OVERBURDEN

SAMPLES TAKEN

DISTURBED UNDISTURBED

14. TOTAL NUMBER OF CORE BOXES

15. ELEVATION OF GROUNDWATER

16. DATE HOLE STARTED COMPLETED

17. ELEVATION TOP OF HOLE

18. TOTAL CORE RECOVERY FOR BORING %

19. SIGNATURE OF INSPECTOR

ELEVATION

a

DEPTH LEGEND

b c

CLASSIFICATION OF MATERIALS

(Description) d

% CORE

RECOVERY

e

BOX OR

SAMPLE

NO.

f

REMARKS

(Drilling time, water loss, depth of weathering, etc., if signi�cant) g

LRD

USACE - SAM

x

201.4 ft.

Chicago District

10-SEP-2010 15-SEP-2010

Eddie Woods

141.4- 151.4

10.0/ 10.0

100%

Smooth drilling, approx. 45 min. for 10 ft. run

Soft rock w/ some dessication but relatively intact

RQD: 90%

SHALE:

dark-gray, thinly bedded, relatively soft (scratches w/�ngernail), some thin red interbeds gets darker at approx. 140.0’

@ 145.0’ Fracture w/ dark gray clay

@ 146.1’ fracture w/ clay

146.4-148.6’ some dark maroon coloring

More ‘massive’ looking, not laminated, dark gray w/ some black beds, soft (easily scratched w/ �ngernail) dolomitic shale?

@ 155.1’ dessication not as apparent

Started run: 13:30 Ended run: 14:55

- Stuck core barrel, stopped and pulled up, started re-drilling at 14:20 relatively smooth drilling after re-start

RQD: 95%

151.4- 161.4

10.0/ 10.0

100%

FISH BARRIER

B-5-10

199.4 ft.

2 ft.

HQ, Diamond embedded rotary n/a n/a

NAVD 88

585 ft.

578.6 ft.

1812259 N, 1058806 E (Illinois State Plane East NAD 83)

CSSC Dispersal Barrier 1, Project B - Building

00 31 32.13 03_Attachment A

1. PROJECT

2. LOCATION (Coordinates or Station)

3. DRILLING AGENCY

4. HOLE NO. (As shown on drawing title and �le number)

5. NAME OF DRILLER

6. DIRECTION OF HOLE

VERTICAL INCLINED DEG. FROM VERTICAL

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

INSTALLATION SHEET

OF 11 SHEETS

10. SIZE AND TYPE OF BIT

11. DATUM FOR ELEVATION SHOWN (TBM or MSL)

12. MANUFACTURER’S DESIGNATION OF DRILL

13. TOTAL NO. OF OVERBURDEN

SAMPLES TAKEN

DISTURBED UNDISTURBED

14. TOTAL NUMBER OF CORE BOXES

15. ELEVATION OF GROUNDWATER

16. DATE HOLE STARTED COMPLETED

17. ELEVATION TOP OF HOLE

18. TOTAL CORE RECOVERY FOR BORING %

19. SIGNATURE OF INSPECTOR

ELEVATION

a

DEPTH LEGEND

b c

CLASSIFICATION OF MATERIALS

(Description) d

% CORE

RECOVERY

e

BOX OR

SAMPLE

NO.

f

REMARKS

(Drilling time, water loss, depth of weathering, etc., if signi�cant) g

LRD

USACE - SAM

x

201.4 ft.

Chicago District

10-SEP-2010 15-SEP-2010

Eddie Woods

SHALE:

dark gray, thinly bedded w/ occasional darker bands 2-4” thick

161.4- 171.4

9.7/ 10.0

97%

Started run: 15:00 Ended run: 15:20

Good rock soft but virtually no fractures

RQD: 98%

171.4- 181.4

8.9/ 10.0

89%

Started run: 15:40 Ended run: 15:55

- smooth drilling, no troubles

RQD: 92%

Hit soft material at bottom of run lost ~ 1ft. of core

Very uniform material virtually no fractures

Occasional black laminated bed

FISH BARRIER

B-5-10

199.4 ft.

2 ft.

HQ, Diamond embedded rotary n/a n/a

NAVD 88

585 ft.

578.6 ft.

1812259 N, 1058806 E (Illinois State Plane East NAD 83)

CSSC Dispersal Barrier 1, Project B - Building

00 31 32.13 03_Attachment A

1. PROJECT

2. LOCATION (Coordinates or Station)

3. DRILLING AGENCY

4. HOLE NO. (As shown on drawing title and �le number)

5. NAME OF DRILLER

6. DIRECTION OF HOLE

VERTICAL INCLINED DEG. FROM VERTICAL

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

INSTALLATION SHEET

OF 11 SHEETS

10. SIZE AND TYPE OF BIT

11. DATUM FOR ELEVATION SHOWN (TBM or MSL)

12. MANUFACTURER’S DESIGNATION OF DRILL

13. TOTAL NO. OF OVERBURDEN

SAMPLES TAKEN

DISTURBED UNDISTURBED

14. TOTAL NUMBER OF CORE BOXES

15. ELEVATION OF GROUNDWATER

16. DATE HOLE STARTED COMPLETED

17. ELEVATION TOP OF HOLE

18. TOTAL CORE RECOVERY FOR BORING %

19. SIGNATURE OF INSPECTOR

ELEVATION

a

DEPTH LEGEND

b c

CLASSIFICATION OF MATERIALS

(Description) d

% CORE

RECOVERY

e

BOX OR

SAMPLE

NO.

f

REMARKS

(Drilling time, water loss, depth of weathering, etc., if signi�cant) g

LRD

USACE - SAM

x

201.4 ft.

Chicago District

10-SEP-2010 15-SEP-2010

Eddie Woods

NR

SHALE:

dark gray, thinly bedded-laminated shale, soft

No recovery 180.4-181.4’

181.4- 191.4

9.0/10.0

90%

Started run: 16:20 Ended run: 16:40

Drill chattering 182-184’ smooth drilling after 184, no water loss

RQD: 7.6/9.0= 78%

some driller breaks, RQD hard to determine clay-�lled fracture at 190.0’

191.4- 201.4

10.0/ 10.0

100%

Not onsite when drilled Drilled between 7-8 am, 9/15/2010

RQD: 70%

FISH BARRIER

B-5-10

199.4 ft.

2 ft.

HQ, Diamond embedded rotary n/a n/a

NAVD 88

585 ft.

578.6 ft.

1812259 N, 1058806 E (Illinois State Plane East NAD 83)

CSSC Dispersal Barrier 1, Project B - Building

00 31 32.13 03_Attachment A

1. PROJECT

2. LOCATION (Coordinates or Station)

3. DRILLING AGENCY

4. HOLE NO. (As shown on drawing title and �le number)

5. NAME OF DRILLER

6. DIRECTION OF HOLE

VERTICAL INCLINED DEG. FROM VERTICAL

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

INSTALLATION SHEET

OF 11 SHEETS

10. SIZE AND TYPE OF BIT

11. DATUM FOR ELEVATION SHOWN (TBM or MSL)

12. MANUFACTURER’S DESIGNATION OF DRILL

13. TOTAL NO. OF OVERBURDEN

SAMPLES TAKEN

DISTURBED UNDISTURBED

14. TOTAL NUMBER OF CORE BOXES

15. ELEVATION OF GROUNDWATER

16. DATE HOLE STARTED COMPLETED

17. ELEVATION TOP OF HOLE

18. TOTAL CORE RECOVERY FOR BORING %

19. SIGNATURE OF INSPECTOR

ELEVATION

a

DEPTH LEGEND

b c

CLASSIFICATION OF MATERIALS

(Description) d

% CORE

RECOVERY

e

BOX OR

SAMPLE

NO.

f

REMARKS

(Drilling time, water loss, depth of weathering, etc., if signi�cant) g

LRD

USACE - SAM

x

201.4 ft.

Chicago District

10-SEP-2010 15-SEP-2010

Eddie Woods

Ended Boring at 201.4’ Drilling stopped between 7-8am 9/15/2010

Fractured from 200.4-200.9’

FISH BARRIER

B-5-10

199.4 ft.

2 ft.

HQ, Diamond embedded rotary n/a n/a

NAVD 88

585 ft.

578.6 ft.

1812259 N, 1058806 E (Illinois State Plane East NAD 83)

CSSC Dispersal Barrier 1, Project B - Building

00 31 32.13 03_Attachment A

Fish Barrier Geotech Appendix - 100% Review 05/04/12

Attachment 2

Geophysical Logs

B-5-10 and Wells 1 through 3

Project�Name

Contractor

Project�No. Client/Site

State/County

Geophysical�Log

Gamma�(CPS) Temperature�(C)D ep th �(f t)

Drilling�Date(s) Logged�By Logged�On

Equipmet�Type�=

Logging�Speed

Driller Depth�to�Water�(ft.)

Calibration

DRILL�HOLE�Vertical�Scale�=�1":10'

El ev ft .�M

SL

Notes:

Tool�Legth�(Cable�Detector)�=

Module�Settings Recorder�Settings

0 350 0 20

Sheet

ElevationRaimonde�Drilling�Corporation 770�W.�Factory�Rd.���1st�Flr Addison,�IL��60101 Tel.�(630)�458�0590 www.raimonde�drilling.com 1�of�3

Latitude

Longitude

Well�#1 Fish�(Dispersal)�Barrier�IIB�Building EP�Doyle���Romeoville3019

Illinois�/�Will11/2/2010�11/3/2010

12�ft./min

Chris�Matherly B.�Renwick 11/11/2010��12:55

11/11/2010

Mt.�Sopris�Instruments�2PGA�100�Gamma�&�2PFA�1000�Temp,�MGX�II�Console�with�4MXA�500M�Winch�(1/8"�Cable)��Denver,�CO

Gamma�=�23.2"��Temp�=�14.7"

Sunny/Clear/55�Degrees,�No�Equipment�Issues�������Gamma�Detector�=�Sodium�Iodide�Crystal

8.11�Feet

Record�Depth�Down,�Manual�Speed�Control

Will�County�Well�&�Pump

0.05M�(0.16Ft.)

88.05953

41.64305

0 10 20

0 10 20

0 58 117

0 58 117

0 5 1 1 2 2 3

CEFB 2B

Submittal #33 20 00 11.3 & 11.4 J. Pankros, 11-23-2010

CSSC Dispersal Barrier 1, Project B - Building

00 31 32.13 03_Attachment A

Project�No. Client/Site

State/County

Geophysical�Log

Gamma�(CPS) Temperature�(C)D ep th �(f t)

Drilling�Date(s) Logged�By Logged�On

Equipmet�Type�=

Logging�Speed

Driller Depth�to�Water�(ft.)

Calibration

DRILL�HOLE�Vertical�Scale�=�1":10'

El ev ft .�M

SL

Notes:

Tool�Legth�(Cable�Detector)�=

Module�Settings Recorder�Settings

0 350 0 20

Sheet

ElevationRaimonde�Drilling�Corporation 770�W.�Factory�Rd.���1st�Flr Addison,�IL��60101 Tel.�(630)�458�0590 www.raimonde�drilling.com 2�of�3

Latitude

Longitude

Well�#1 Fish�(Dispersal)�Barrier�IIB�Building EP�Doyle���Romeoville3019

Illinois�/�Will11/2/2010�11/3/2010

12�ft./min

Chris�Matherly B.�Renwick 11/11/2010��12:55

11/11/2010

Mt.�Sopris�Instruments�2PGA�100�Gamma�&�2PFA�1000�Temp,�MGX�II�Console�with�4MXA�500M�Winch�(1/8"�Cable)��Denver,�CO

Gamma�=�23.2"��Temp�=�14.7"

Sunny/Clear/55�Degrees,�No�Equipment�Issues�������Gamma�Detector�=�Sodium�Iodide�Crystal

8.11�Feet

Record�Depth�Down,�Manual�Speed�Control

Will�County�Well�&�Pump

0.05M�(0.16Ft.)

88.05953

41.64305

0 10 20

0 10 20

0 10 20

0 58 117

0 58 117

0 58 117

0 5 1 1 2 2 3

CSSC Dispersal Barrier 1, Project B - Building

00 31 32.13 03_Attachment A

Project�No. Client/Site

State/County

Geophysical�Log

Gamma�(CPS) Temperature�(C)D ep th �(f t)

Drilling�Date(s) Logged�By Logged�On

Equipmet�Type�=

Logging�Speed

Driller Depth�to�Water�(ft.)

Calibration

DRILL�HOLE�Vertical�Scale�=�1":10'

El ev ft .�M

SL

Notes:

Tool�Legth�(Cable�Detector)�=

Module�Settings Recorder�Settings

0 350 0 20

Sheet

ElevationRaimonde�Drilling�Corporation 770�W.�Factory�Rd.���1st�Flr Addison,�IL��60101 Tel.�(630)�458�0590 www.raimonde�drilling.com 3�of�3

Latitude

Longitude

Well�#1 Fish�(Dispersal)�Barrier�IIB�Building EP�Doyle���Romeoville3019

Illinois�/�Will11/2/2010�11/3/2010

12�ft./min

Chris�Matherly B.�Renwick 11/11/2010��12:55

11/11/2010

Mt.�Sopris�Instruments�2PGA�100�Gamma�&�2PFA�1000�Temp,�MGX�II�Console�with�4MXA�500M�Winch�(1/8"�Cable)��Denver,�CO

Gamma�=�23.2"��Temp�=�14.7"

Sunny/Clear/55�Degrees,�No�Equipment�Issues�������Gamma�Detector�=�Sodium�Iodide�Crystal

8.11�Feet

Record�Depth�Down,�Manual�Speed�Control

Will�County�Well�&�Pump

0.05M�(0.16Ft.)

88.05953

41.64305

0 10 20

0 58 117

CSSC Dispersal Barrier 1, Project B - Building

00 31 32.13 03_Attachment A

Project�No. Client/Site

State/County

Geophysical�Log

Gamma�(CPS) Temperature�(C)D ep th �(f t)

Drilling�Date(s) Logged�By Logged�On

Equipmet�Type�=

Logging�Speed

Driller Depth�to�Water�(ft.)

Calibration

DRILL�HOLE�Vertical�Scale�=�1":10'

El ev ft .�M

SL

Notes:

Tool�Legth�(Cable�Detector)�=

Module�Settings Recorder�Settings

0 350 0 20

Sheet

ElevationRaimonde�Drilling�Corporation 770�W.�Factory�Rd.���1st�Flr Addison,�IL��60101 Tel.�(630)�458�0590 www.raimonde�drilling.com 1�of�4

Latitude

Longitude

Well#2 Fish�(Dispersal)�Barrier�IIB�Building EP�Doyle���Romeoville3019

Illinois�/�Will10/1/2010�10/7/2010

12�ft./min

Chris�Matherly B.�Renwick 11/12/2010��08:25

11/11/2010

Mt.�Sopris�Instruments�2PGA�100�Gamma�&�2PFA�1000�Temp,�MGX�II�Console�with�4MXA�500M�Winch�(1/8"�Cable)��Denver,�CO

Gamma�=�23.2"��Temp�=�14.7"

Sunny/Clear/55�Degrees,�No�Equipment�Issues�������Gamma�Detector�=�Sodium�Iodide�Crystal

8.91

Record�Depth�Down,�Manual�Speed�Control

Will�County�Well�&�Pump

0.05M�(0.16Ft.)

88.05961

41.64256

0 10 20

0 10 20

0 58 117

0 58 117

0 5 1 1 2 2 3

CEFB 2B

Submittal #33 20 00 11 & 11.1 J. Pankros, 11-23-2010

CSSC Dispersal Barrier 1, Project B - Building

00 31 32.13 03_Attachment A

Project�No. Client/Site

State/County

Geophysical�Log

Gamma�(CPS) Temperature�(C)D ep th �(f t)

Drilling�Date(s) Logged�By Logged�On

Equipmet�Type�=

Logging�Speed

Driller Depth�to�Water�(ft.)

Calibration

DRILL�HOLE�Vertical�Scale�=�1":10'

El ev ft .�M

SL

Notes:

Tool�Legth�(Cable�Detector)�=

Module�Settings Recorder�Settings

0 350 0 20

Sheet

ElevationRaimonde�Drilling�Corporation 770�W.�Factory�Rd.���1st�Flr Addison,�IL��60101 Tel.�(630)�458�0590 www.raimonde�drilling.com 2�of�4

Latitude

Longitude

Well#2 Fish�(Dispersal)�Barrier�IIB�Building EP�Doyle���Romeoville3019

Illinois�/�Will10/1/2010�10/7/2010

12�ft./min

Chris�Matherly B.�Renwick 11/12/2010��08:25

11/11/2010

Mt.�Sopris�Instruments�2PGA�100�Gamma�&�2PFA�1000�Temp,�MGX�II�Console�with�4MXA�500M�Winch�(1/8"�Cable)��Denver,�CO

Gamma�=�23.2"��Temp�=�14.7"

Sunny/Clear/55�Degrees,�No�Equipment�Issues�������Gamma�Detector�=�Sodium�Iodide�Crystal

8.91

Record�Depth�Down,�Manual�Speed�Control

Will�County�Well�&�Pump

0.05M�(0.16Ft.)

88.05961

41.64256

0 10 20

0 10 20

0 10 20

0 58 117

0 58 117

0 58 117

0 5 1 1 2 2 3

CSSC Dispersal Barrier 1, Project B - Building

00 31 32.13 03_Attachment A

Project�No. Client/Site

State/County

Geophysical�Log

Gamma�(CPS) Temperature�(C)D ep th �(f t)

Drilling�Date(s) Logged�By Logged�On

Equipmet�Type�=

Logging�Speed

Driller Depth�to�Water�(ft.)

Calibration

DRILL�HOLE�Vertical�Scale�=�1":10'

El ev ft .�M

SL

Notes:

Tool�Legth�(Cable�Detector)�=

Module�Settings Recorder�Settings

0 350 0 20

Sheet

ElevationRaimonde�Drilling�Corporation 770�W.�Factory�Rd.���1st�Flr Addison,�IL��60101 Tel.�(630)�458�0590 www.raimonde�drilling.com 3�of�4

Latitude

Longitude

Well#2 Fish�(Dispersal)�Barrier�IIB�Building EP�Doyle���Romeoville3019

Illinois�/�Will10/1/2010�10/7/2010

12�ft./min

Chris�Matherly B.�Renwick 11/12/2010��08:25

11/11/2010

Mt.�Sopris�Instruments�2PGA�100�Gamma�&�2PFA�1000�Temp,�MGX�II�Console�with�4MXA�500M�Winch�(1/8"�Cable)��Denver,�CO

Gamma�=�23.2"��Temp�=�14.7"

Sunny/Clear/55�Degrees,�No�Equipment�Issues�������Gamma�Detector�=�Sodium�Iodide�Crystal

8.91

Record�Depth�Down,�Manual�Speed�Control

Will�County�Well�&�Pump

0.05M�(0.16Ft.)

88.05961

41.64256

0 10 20

0 10 20

0 10 20

0 58 117

0 58 117

0 58 117

0 5 1 1 2 2 3

CSSC Dispersal Barrier 1, Project B - Building

00 31 32.13 03_Attachment A

Project�No. Client/Site

State/County

Geophysical�Log

Gamma�(CPS) Temperature�(C)D ep th �(f t)

Drilling�Date(s) Logged�By Logged�On

Equipmet�Type�=

Logging�Speed

Driller Depth�to�Water�(ft.)

Calibration

DRILL�HOLE�Vertical�Scale�=�1":10'

El ev ft .�M

SL

Notes:

Tool�Legth�(Cable�Detector)�=

Module�Settings Recorder�Settings

0 350 0 20

Sheet

ElevationRaimonde�Drilling�Corporation 770�W.�Factory�Rd.���1st�Flr Addison,�IL��60101 Tel.�(630)�458�0590 www.raimonde�drilling.com 4�of�4

Latitude

Longitude

Well#2 Fish�(Dispersal)�Barrier�IIB�Building EP�Doyle���Romeoville3019

Illinois�/�Will10/1/2010�10/7/2010

12�ft./min

Chris�Matherly B.�Renwick 11/12/2010��08:25

11/11/2010

Mt.�Sopris�Instruments�2PGA�100�Gamma�&�2PFA�1000�Temp,�MGX�II�Console�with�4MXA�500M�Winch�(1/8"�Cable)��Denver,�CO

Gamma�=�23.2"��Temp�=�14.7"

Sunny/Clear/55�Degrees,�No�Equipment�Issues�������Gamma�Detector�=�Sodium�Iodide�Crystal

8.91

Record�Depth�Down,�Manual�Speed�Control

Will�County�Well�&�Pump

0.05M�(0.16Ft.)

88.05961

41.64256

0 10 20

0 58 117

CSSC Dispersal Barrier 1, Project B - Building

00 31 32.13 03_Attachment A

Project�No. Client/Site

State/County

Geophysical�Log

Gamma�(CPS) Temperature�(C)D ep th �(f t)

Drilling�Date(s) Logged�By Logged�On

Equipmet�Type�=

Logging�Speed

Driller Depth�to�Water�(ft.)

Calibration

DRILL�HOLE�Vertical�Scale�=�1":10'

El ev ft .�M

SL

Notes:

Tool�Legth�(Cable�Detector)�=

Module�Settings Recorder�Settings

0 350 0 20

Sheet

ElevationRaimonde�Drilling�Corporation 770�W.�Factory�Rd.���1st�Flr Addison,�IL��60101 Tel.�(630)�458�0590 www.raimonde�drilling.com 1�of�4

Latitude

Longitude

Well#3 Fish�(Dispersal)�Barrier�IIB�Building EP�Doyle���Romeoville3019

Illinois�/�Will11/9/2010�11/10/2010

12�ft./min

Chris�Matherly B.�Renwick 11/11/2010��14:10

11/11/2010

Mt.�Sopris�Instruments�2PGA�100�Gamma�&�2PFA�1000�Temp,�MGX�II�Console�with�4MXA�500M�Winch�(1/8"�Cable)��Denver,�CO

Gamma�=�23.2"��Temp�=�14.7"

Sunny/Clear/55�Degrees,�No�Equipment�Issues�������Gamma�Detector�=�Sodium�Iodide�Crystal

8.42

Record�Depth�Down,�Manual�Speed�Control

Will�County�Well�&�Pump

0.05M�(0.16Ft.)

88.05953

41.64091

0 10 20

0 10 20

0 58 117

0 58 117

0 5 1 1 2 2 3

CEFB 2B

Submittal #33 20 00 11.6 & 11.7 J. Pankros, 11-23-2010

CSSC Dispersal Barrier 1, Project B - Building

00 31 32.13 03_Attachment A

Project�No. Client/Site

State/County

Geophysical�Log

Gamma�(CPS) Temperature�(C)D ep th �(f t)

Drilling�Date(s) Logged�By Logged�On

Equipmet�Type�=

Logging�Speed

Driller Depth�to�Water�(ft.)

Calibration

DRILL�HOLE�Vertical�Scale�=�1":10'

El ev ft .�M

SL

Notes:

Tool�Legth�(Cable�Detector)�=

Module�Settings Recorder�Settings

0 350 0 20

Sheet

ElevationRaimonde�Drilling�Corporation 770�W.�Factory�Rd.���1st�Flr Addison,�IL��60101 Tel.�(630)�458�0590 www.raimonde�drilling.com 2�of�4

Latitude

Longitude

Well#3 Fish�(Dispersal)�Barrier�IIB�Building EP�Doyle���Romeoville3019

Illinois�/�Will11/9/2010�11/10/2010

12�ft./min

Chris�Matherly B.�Renwick 11/11/2010��14:10

11/11/2010

Mt.�Sopris�Instruments�2PGA�100�Gamma�&�2PFA�1000�Temp,�MGX�II�Console�with�4MXA�500M�Winch�(1/8"�Cable)��Denver,�CO

Gamma�=�23.2"��Temp�=�14.7"

Sunny/Clear/55�Degrees,�No�Equipment�Issues�������Gamma�Detector�=�Sodium�Iodide�Crystal

8.42

Record�Depth�Down,�Manual�Speed�Control

Will�County�Well�&�Pump

0.05M�(0.16Ft.)

88.05953

41.64091

0 10 20

0 10 20

0 10 20

0 58 117

0 58 117

0 58 117

0 5 1 1 2 2 3

CSSC Dispersal Barrier 1, Project B - Building

00 31 32.13 03_Attachment A

Project�No. Client/Site

State/County

Geophysical�Log

Gamma�(CPS) Temperature�(C)D ep th �(f t)

Drilling�Date(s) Logged�By Logged�On

Equipmet�Type�=

Logging�Speed

Driller Depth�to�Water�(ft.)

Calibration

DRILL�HOLE�Vertical�Scale�=�1":10'

El ev ft .�M

SL

Notes:

Tool�Legth�(Cable�Detector)�=

Module�Settings Recorder�Settings

0 350 0 20

Sheet

ElevationRaimonde�Drilling�Corporation 770�W.�Factory�Rd.���1st�Flr Addison,�IL��60101 Tel.�(630)�458�0590 www.raimonde�drilling.com 3�of�4

Latitude

Longitude

Well#3 Fish�(Dispersal)�Barrier�IIB�Building EP�Doyle���Romeoville3019

Illinois�/�Will11/9/2010�11/10/2010

12�ft./min

Chris�Matherly B.�Renwick 11/11/2010��14:10

11/11/2010

Mt.�Sopris�Instruments�2PGA�100�Gamma�&�2PFA�1000�Temp,�MGX�II�Console�with�4MXA�500M�Winch�(1/8"�Cable)��Denver,�CO

Gamma�=�23.2"��Temp�=�14.7"

Sunny/Clear/55�Degrees,�No�Equipment�Issues�������Gamma�Detector�=�Sodium�Iodide�Crystal

8.42

Record�Depth�Down,�Manual�Speed�Control

Will�County�Well�&�Pump

0.05M�(0.16Ft.)

88.05953

41.64091

0 10 20

0 10 20

0 10 20

0 58 117

0 58 117

0 58 117

0 5 1 1 2 2 3

CSSC Dispersal Barrier 1, Project B - Building

00 31 32.13 03_Attachment A

Project�No. Client/Site

State/County

Geophysical�Log

Gamma�(CPS) Temperature�(C)D ep th �(f t)

Drilling�Date(s) Logged�By Logged�On

Equipmet�Type�=

Logging�Speed

Driller Depth�to�Water�(ft.)

Calibration

DRILL�HOLE�Vertical�Scale�=�1":10'

El ev ft .�M

SL

Notes:

Tool�Legth�(Cable�Detector)�=

Module�Settings Recorder�Settings

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CSSC Dispersal Barrier 1, Project B - Building

00 31 32.13 03_Attachment A

Fish Barrier Geotech Appendix - 100% Review 05/04/12

Attachment 3

Water Well Installation Documentation

CEFB 2B

Submittal #33 20 00 8 J. Pankros, 1-27-2011

CSSC Dispersal Barrier 1, Project B - Building

00 31 32.13 03_Attachment A

Submittal #33 20 00 8.1 J. Pankros, 1-27-2011

CSSC Dispersal Barrier 1, Project B - Building

00 31 32.13 03_Attachment A

Submittal #33 20 00 8.2 J. Pankros, 1-27-2011

CSSC Dispersal Barrier 1, Project B - Building

00 31 32.13 03_Attachment A

DIVISION 03 - CONCRETE

SECTION 03 45 33

PRECAST PRESTRESSED STRUCTURAL CONCRETE

PART 1 GENERAL

1.1 REFERENCES

1.2 SYSTEM DESCRIPTION

1.2.1 Design Requirements

1.2.1.1 Loads

1.2.1.2 Drawing and Design Calculation Information

1.2.2 Performance Requirements

1.3 MODIFICATION TO REFERENCE

1.4 SUBMITTALS

1.5 QUALITY ASSURANCE

1.5.1 Qualifications

1.5.1.1 Manufacturer Qualifications

1.5.1.2 Designer Qualifications

1.5.1.3 Erector Qualifications

1.5.1.4 Welding Qualifications

1.5.2 Regulatory Requirements

1.5.3 Concrete Mix Design

1.5.4 Certificates: Record Requirement

1.6 DELIVERY, STORAGE, AND HANDLING

1.6.1 Transportation

1.6.1.1 Transporting Members

1.6.1.2 Lateral Deflection or Vibration

1.6.2 Storage

1.6.2.1 Storage Areas

1.6.2.2 Stacked members

1.6.3 Handling of Members

PART 2 PRODUCTS

2.1 CONTRACTOR-FURNISHED MIX DESIGN

2.2 MATERIALS

2.2.1 Cement

2.2.1.1 Fly Ash and Pozzolan

2.2.1.2 Ground Iron Blast-Furnace Slag

2.2.1.3 Silica Fume

2.2.2 Water

2.2.3 Aggregates

2.2.3.1 Aggregates Selection

2.2.3.2 Alkali-Silica Reactivity

2.2.4 Admixtures

2.2.4.1 Air-Entraining

2.2.4.2 Accelerating

2.2.4.3 Water Reducing

2.2.5 Reinforcement

2.2.5.1 Reinforcing Bars

SECTION 03 45 33 - Page 1

2.2.5.2 Wire

2.2.5.3 Welded Wire Fabric

2.2.6 Prestressing Strands

2.2.7 Metal Accessories

2.2.7.1 Inserts

2.2.7.2 Structural Steel

2.2.7.3 Bolts

2.2.7.4 Nuts

2.2.7.5 Washers

2.2.8 Bearing Pads

2.2.8.1 Elastomeric

2.3 PRODUCTION QUALITY CONTROL PROCEDURES

2.3.1 Forms

2.3.2 Reinforcement Placement

2.3.3 Inserts

2.3.4 Concrete

2.3.4.1 Concrete Mixing

2.3.4.2 Concrete Placing

2.3.4.3 Concrete Curing

2.3.5 Prestressing

2.3.6 Surface Finish

2.3.6.1 Unformed Surfaces

2.3.6.2 Formed Surfaces

2.3.7 Acceptance/Rejection of Defects

2.3.7.1 Minor Defects

2.3.7.2 Major Defects

2.4 TESTS, INSPECTIONS, AND VERIFICATIONS

2.4.1 Chloride Ion Concentration Test

2.4.2 Chloride Ion Penetration Test

2.4.3 Factory Inspection

PART 3 EXECUTION

3.1 EXAMINATION

3.2 ERECTION

3.3 BEARING SURFACES

3.4 ANCHORAGE

3.5 WELDING

3.6 OPENINGS

3.7 GALVANIZING REPAIR

3.8 SEALANTS

3.9 CONCRETE TOPPING

3.10 CONSTRUCTION RECORDS

-- End of Section Table of Contents --

SECTION 03 45 33 - Page 2

SECTION 03 45 33

PRECAST PRESTRESSED STRUCTURAL CONCRETE

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

AASHTO HB-17 (2002; Errata 2003; Errata 2005, 17th Edition) Standard Specifications for Highway Bridges

AASHTO T 259 (2002; R 2012) Standard Method of Test for Resistance of Concrete to Chloride Ion Penetration

AMERICAN CONCRETE INSTITUTE INTERNATIONAL (ACI)

ACI 304R (2000; R 2009) Guide for Measuring, Mixing, Transporting, and Placing Concrete

ACI 305R (2010) Guide to Hot Weather Concreting

ACI 306.1 (1990; R 2002) Standard Specification for Cold Weather Concreting

ACI 309R (2005) Guide for Consolidation of Concrete

ACI 318 (2011; Errata 1 2011; Errata 2 2012;

Errata 3-4 2013) Building Code Requirements for Structural Concrete and Commentary

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2010; Errata 2011) Structural Welding Code - Steel

AWS D1.4/D1.4M (2011) Structural Welding Code - Reinforcing Steel

ASTM INTERNATIONAL (ASTM)

ASTM A1064/A1064M (2013) Standard Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete

ASTM A123/A123M (2013) Standard Specification for Zinc

SECTION 03 45 33 - Page 3

(Hot-Dip Galvanized) Coatings on Iron and Steel Products

ASTM A153/A153M (2009) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware

ASTM A27/A27M (2013) Standard Specification for Steel Castings, Carbon, for General Application

ASTM A307 (2012) Standard Specification for Carbon Steel Bolts and Studs, 60 000 PSI Tensile Strength

ASTM A325 (2010; E 2013) Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength

ASTM A36/A36M (2012) Standard Specification for Carbon Structural Steel

ASTM A416/A416M (2012) Standard Specification for Steel Strand, Uncoated Seven-Wire for Prestressed Concrete

ASTM A421/A421M (2010) Standard Specification for Uncoated Stress-Relieved Steel Wire for Prestressed Concrete

ASTM A47/A47M (1999; R 2009) Standard Specification for Ferritic Malleable Iron Castings

ASTM A563 (2007a) Standard Specification for Carbon and Alloy Steel Nuts

ASTM A615/A615M (2013) Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement

ASTM A780/A780M (2009) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings

ASTM C1069 (2009) Standard Test Method for Specific Surface Area of Alumina or Quartz by Nitrogen Adsorption

ASTM C1202 (2012) Standard Test Method for Electrical Indication of Concrete's Ability to Resist Chloride Ion Penetration

ASTM C1218/C1218M (1999; R 2008) Standard Specification for Water-Soluble Chloride in Mortar and Concrete

ASTM C1240 (2012) Standard Specification for Silica Fume Used in Cementitious Mixtures

ASTM C1260 (2007) Standard Test Method for Potential

SECTION 03 45 33 - Page 4

Alkali Reactivity of Aggregates (Mortar-Bar Method)

ASTM C150/C150M (2012) Standard Specification for Portland Cement

ASTM C260/C260M (2010a) Standard Specification for Air-Entraining Admixtures for Concrete

ASTM C311/C311M (2013) Sampling and Testing Fly Ash or Natural Pozzolans for Use as a Mineral Admixture in Portland-Cement Concrete

ASTM C33/C33M (2013) Standard Specification for Concrete Aggregates

ASTM C430 (2008) Fineness of Hydraulic Cement by the 45-Micrometer (No. 325) Sieve

ASTM C494/C494M (2013) Standard Specification for Chemical Admixtures for Concrete

ASTM C618 (2012a) Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete

ASTM C94/C94M (2014) Standard Specification for Ready-Mixed Concrete

ASTM C989/C989M (2013) Standard Specification for Slag Cement for Use in Concrete and Mortars

ASTM F436 (2011) Hardened Steel Washers

ASTM F844 (2007a; R 2013) Washers, Steel, Plain (Flat), Unhardened for General Use

PRECAST/PRESTRESSED CONCRETE INSTITUTE (PCI)

PCI MNL-116 (1999) Manual for Quality Control for Plants and Production of Structural Precast Concrete Products, 4th Edition

PCI MNL-120 (2010) PCI Design Handbook - Precast and Prestressed Concrete, 6th Edition

PCI MNL-124 (2011) Design for Fire Resistance of Precast Prestressed Concrete, Third Edition

UNDERWRITERS LABORATORIES (UL)

UL Fire Resistance (2012) Fire Resistance Directory

1.2 SYSTEM DESCRIPTION

The work includes the provision of precast non-prestressed concrete herein referred to as precast members and precast, prestressed concrete herein referred to as prestressed members Precast and Prestressed members shall be the product of a manufacturer specializing in the production of precast

SECTION 03 45 33 - Page 5 prestressed concrete members.

1.2.1 Design Requirements

Design precast prestressed members in accordance with ACI 318 and the PCI MNL-120. Design precast prestressed members (including connections) for the design load conditions and spans indicated, and handling and erection stresses, and for additional loads imposed by openings and supports of the work of other trades. Design precast prestressed members for handling without cracking in accordance with the PCI MNL-120. Concrete toppings shall be used in establishing the design strength of the precast prestressed members.

1.2.1.1 Loads

Loadings for members and connections shall include all dead load, live load, applicable lateral loads such as wind and earthquake, applicable construction loads such as handling, erection loads, and other applicable loads.

1.2.1.2 Drawing and Design Calculation Information

Submit drawings and design calculations indicating complete information for the fabrication, handling, and erection of the precast prestressed member.

Drawings shall not be reproductions of contract drawings. Design calculations, and drawings of precast prestressed concrete members (including connections) shall be made by a registered professional engineer experienced in the design of precast prestressed concrete members and submitted for approval prior to fabrication. The drawings shall indicate, as a minimum, the following information:

a. Plans, elevations and other drawing views showing the following:

(1) Member piece marks locating and defining products furnished by the manufacturer.

(2) Headers for openings.

(3) Location and size of openings.

(4) Relationships to adjacent material.

(5) Joints and openings between members and between members and other construction.

(6) Location of field installed anchors.

(7) Erection sequences and handling requirements

(8) Areas receiving toppings and magnitude of topping thickness.

Identify areas where topping is an integral part of the structural capacity of the precast members.

(9) Lifting and erection inserts

b. Elevations, sections and other details for each member showing the following:

(1) Connections between members and connections between members and

SECTION 03 45 33 - Page 6 other construction.

(2) Connections for work of other trades and cast-in items and their relation to other trades.

(3) Dimensioned size and shape for each member with quantities, position and other details of reinforcing steel, anchors, inserts and other embedded items.

(4) Lifting, erection and other handling devices and inserts.

(5) Surface finishes of each member.

(6) Estimated cambers

c. All dead, live, handling, erection and other applicable loads used in the design.

1.2.2 Performance Requirements

Precast prestressed members shall have a fire rating of 2-hours in accordance with UL Fire Resistance, or as designed in accordance with

PCI MNL-124.

1.3 MODIFICATION TO REFERENCE

In the ACI publications, the advisory provisions shall be considered to be mandatory, as though the word "shall" has been substituted for "should" wherever it appears; reference to the "Building Official," the "Structural Engineer" and the "Architect/Engineer" shall be interpreted to mean the Contracting Officer.

1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Drawings of precast members; G, DT

Drawings of precast prestressed concrete members; G, DT

SD-03 Product Data

Anchorage and lifting inserts and devices

Bearing pads

SD-05 Design Data

Precast Prestressed concrete members design calculations; G, DT

Concrete mix design; G, DT

SD-06 Test Reports

SECTION 03 45 33 - Page 7

Contractor-furnished mix design; G, DT

Submit copies of laboratory test reports showing that the mix has been successfully tested to produce concrete with the properties specified and that mix will be suitable for the job conditions.

The laboratory test reports shall include mill test and all other test for cement, [silica fume, ]aggregates, and admixtures.

Provide maximum nominal aggregate size, gradation analysis, percentage retained and passing sieve, and a graph of percentage retained versus sieve size. Test reports shall be submitted along with the concrete mix design. Obtain approval before concrete placement.

SD-07 Certificates

Quality control procedures

Submit quality control procedures established in accordance with PCI MNL-116 by the precast manufacturer.

Construction Records; G

Construction records of the manufacturing, handling, and erection of the precast prestressed concrete members shall be submitted.

1.5 QUALITY ASSURANCE

1.5.1 Qualifications

1.5.1.1 Manufacturer Qualifications

PCI MNL-116. Plants shall be certified by the PCI Plant Certification Program. At the Contracting Officer's option, PCI Plant quality control program records shall be available for review.

1.5.1.2 Designer Qualifications

The designer shall be a registered professional engineer experienced in the design of precast prestressed concrete.

1.5.1.3 Erector Qualifications

The erector shall be regularly engaged for at least three years in the erection of precast prestressed structural concrete similar to the requirements of this project.

1.5.1.4 Welding Qualifications

Provide AWS D1.1/D1.1M qualified welders who are currently certified at contract award date and have maintained their certificates over the past year.

1.5.2 Regulatory Requirements

Provide precast [prestressed] members in conformance with ACI 318 and

AWS D1.4/D1.4M.

SECTION 03 45 33 - Page 8

1.5.3 Concrete Mix Design

Thirty days minimum prior to concrete placement, submit a mix design for each strength and type of concrete. Submit a complete list of materials including type; brand; source and amount of cement, fly ash, pozzolans, ground slag, and admixtures, and applicable reference specification.

Provide mix proportion data using at least three different water-cement ratios for each class and type of concrete required. If source material changes, resubmit mix proportion data using revised source material. No material shall be provided unless proven by trial mix studies to meet the requirements of this specification, unless otherwise approved in writing by the Contracting Officer.