Attachments_W91237-12-R-0011.pdf

CANADA

NY

PA

VA

MI

MN

WI

IL

IA

OH

IN

KY

MO

AR

TN

MS

AL

GA

SC

NC

WV

MD

NJ

DE

DETROIT

PITTSBURGH

BUFFALO

CHICAGO

AT

LA

N

TI

C

O C

E A

N

LAKE

SUPERIOR

L A

K E

M

IC

H

IG

A N

LAKE

H U

R O

N

LAKE

ERIE

LAKE ONTARIO

CINCINNATI

T T

T

T T

T

T T

T T

TT

TT

T T

T T T

T T T

T

T T

T

T

T T

T

T T

T

T

T T

T T

T

T

T

T T

T

T T

T T

T

T

T

T

T

Opekiska

Fox R

F ox

R

Des Plaines R.

Little Calumet R.

Kankakee R.

Ohio

River

St. Marys River

Rouge R.

St. Clair R.

Detroit R.

Straits of Mackinac

Niagara R.

St. L awrence River

Alle gh en y R

M on on ga he la

R

Ohio

R iv er

Kanawha

R iverRiver

Kentucky

RiverGreen

River

Cumberland

Rive r

Tennessee

LOUISVILLE HUNTINGTON

NASHVILLE

T

T

GREAT LAKES & OHIO RIVER DIVIS ION

US Army Corps o f Engineers

Civil Works Activities November 1998

Detroit District Chicago District Buffalo District Louisville District Huntington District Nashville District Pittsburgh District

DISTRICT BOUNDARIES

Division Headquarters District Headquarters Lock and Dam Dam & Reservoir International Boundary State Boundary Deep Draft Harbors (14 feet) Shallow Draft Harbors

T

KEY

H1RMXBHL

Typewritten Text

H1RMXBHL

Typewritten Text Map 1

CELRH-2093

Y N Y N

Start Finish Y N

FT

Bearing: Distance:

Y N Y N Personnel on site : (names)

Delays in Work:

Hours:

Linear Feet CASING:

Installed by:

Driving___ Drilling___

FT

Energy Rating if Automatic:

Concrete Confined? Linear Feet

Description of Barrel, Manufacturer, Model, Size

Description of Bit, Manufacturer, Serial Number

PRESSURE TESTS Number: Zones Tested: Single/Double Packer:

PIEZOMETER INSTALLATION Tip Depth Top Zone Depth Bottom of Zone Depth

BACKFILL: check after 24 hours for success

Y N Y N Y N

Dozer Time:

Hours:

Signature of Field Inspector:

Hole Location Photo?

Bentonite Balls Bags of Bentonite Bags of Cement

Remarks: Any item requiring Clarification, names of visitors, special instructions from Corps Personnel:

Other Billable Work Items:

Buckets Backfill successful:

Locator Bar Installed?

Standpipe

SOIL SAMPLING

Flushmount

Difficulties:

CORING:

Size:_______ Size: ______ Size: ______

Coring Difficulties: Depths, Remarks, Include Zone of Rod Chatter, Water Loss, Rod Drops, Core Loss, etc.:

Depth Casing First Required:

Depth Groundwater First Encountered:

Depth Water Introduced to Hole:

Size and type of Hammer Used:

Number pushed:

SPT without Hollow Stem Augers:

3" Drive Sampling w/Hollow Stem Augers:

Other: ___________________________ Problems with Heaving - Depths, Solutions, etc.

3" Drive Sampling w/o Hollow Stem Augers:

Directed Installation of Casing:

Undisturbed Sampling:

Size and Type:

Summary of work performed today: (type of drilling, depths, etc.)

Cause:

FIELD SUPERVISOR'S DAILY REPORT

FILL OUT THE FOLLOWING FOR EACH HOLE FOR WHICH DRILLING PROGRESS HAS BEEN MADE EACH DAY

Drilling without sampling:

SPT with Hollow Stem Augers:

Driller Field Supervisor Helper Inspector Qlty Assur. Inspect.

Weather: (must include temp)

Drill Rig: Manufacturer model-company designation

First Last personnel?

Project: Location: Boring Number:

Bearing and Batter:

Boring Moved:

Elevation Change Bearing/Distance from original location

Boring Completed Today?

Shift

Date:

Drillling Contractor: Utilities Checked:

Rights of Entry Checked:

Safety: Hard Hat, Safety Glasses, Steel-toed shoes, and appropriate level of protective equipment worn by all on-site

H1RMXBHL

FIGURE 1

Huntington District Engineering and

Construction Division Geotechnical

Engineering Branch

SUBSURFACE EXPLORATION

INSPECTOR'S SHIFT REPORT OF OPERATION

Plant and Materials Used

Inclinometers Installed:

From To ShiftRight of Entry

Obtained?

Y N N/A

Project:

Inspection Contractor Contract Number Task Order Number

Drilling Contractor Contract Number Task Order Number

Date

Report Number

Inspector's Signature

Boring Number

Drill w/o Sampling

With Hol.

Stem w/o Hol.

Stem 2-in ch Crossing

Construct R oc k

C on cr et e

C on fin ed

C on fin ed

Coring

Pressure Test

Surface Protect.

Rehab Install St an di ng

Fl us h

Piezometer

R oc k

C on cr et e

C on fin ed

Size in. Size in. Size in.

lf lf lf

3-in ch

Directed install.

Casing

Standard Penetration

Undist Sampling lf lf lf lf lf ea ea ea hrslf lf ea lf lf ea ealf lf lf lf lf lf hrs

Total:

lf lf lf ea ea ealf lf lf lflf lf

Pumps: (Manufacturer and model) Other: (Manufacturer and model)

Core Barrel and Bits: (Manufacturer, Model, and size)HoursDrill Rigs: (Manufacturer and model) Drive Hammers: (Size, type, and energy rating) ea ea ealf lf lf lf lf hrs

Drilling Progress: (Include progress of work, cause and extent of delays, excessive core loss, drill chatter, broken cores, movement of hole location and reasons, etc.)

Remarks: (Include verbal instructions given to contractors, names of visitors, driller, and inspectors, weather conditions, and safety violations.)

Mobilization and Demobilization: Surface Displacement Monument:

Confined Drilling, Drain Cleanout:

Pump Tests:

Flagman:Cribbing:

Backhoe: hrs hrs hrs ea ea ea lfhrs

Work Perfomed Today: (Indicate location and description of work performed, depths, and tests performed.)

Other Quantities

Number of Employees Supervisory Dillers Laborers Operators Inspectors Government

Dozer: (Manufacturer and model)

Quantities hrs

H1RMXBHL

Typewritten Text

FIGURE 2

H1RMXBHL

Typewritten Text

H1RMXBHL

Typewritten Text

H1RMXBHL

CLASSIFICATION CLASSIFICATION

TYPE: TYPE:

ENG FORM BAG ENG FORM BAG

1-Oct-65 JAR 1-Oct-65 JAR

CLASSIFICATION CLASSIFICATION

TYPE: TYPE:

ENG FORM BAG ENG FORM BAG

1-Oct-65 JAR 1-Oct-65 JAR

FR

O

M

PROJECT LOCATION

SAMPLE NO.

HOLE NO.

ELEVATION

DISTURBED UNDISTURBED

FROM: TO:DEPTH

FR

O

M

PROJECT LOCATION

HOLE NO.

DEPTH FROM: TO:

ELEVATION

SAMPLE NO.

DISTURBED UNDISTURBED

REMARKS

DATE INSPECTOR

OF

FR

O

M

PROJECT

SAMPLE NO.

OF

REMARKS

DATE INSPECTOR

DATE INSPECTOR

LOCATION

HOLE NO.

DEPTH FROM: TO:

ELEVATION

DISTURBED UNDISTURBED

REMARKS

DATE INSPECTOR

OF

OF

FR

O

M

PROJECT LOCATION

HOLE NO.

DEPTH FROM: TO:

ELEVATION

SAMPLE NO.

DISTURBED UNDISTURBED

REMARKS

H1RMXBHL

Typewritten Text

FIGURE 3

JAR NUMBER

HOLE NO.

JAR NUMBER

HOLE NO.

THRU

FR

O

M

PROJECT LOCATION

THRU

FR

O

M

PROJECT LOCATION

BOX OF

----CUT LINE------STANDARD BOX LABELS----------CUT LINE----

BOX OF

H1RMXBHL

Typewritten Text

FIGURE 4

H1RMXBHL

Typewritten Text

H1RMXBHL

Typewritten Text

H1RMXBHL

Typewritten Text

H1RMXBHL

Typewritten Text

H1RMXBHL

Typewritten Text

H1RMXBHL

Typewritten Text

SUBSURFACE EXPLORATION SUMMARY SHEET

PROJECT: FEATURE:

Line Priority Boring # Top Bottom Rock Drill D.S. DS DS UD UD Coring Casing Depth Piez. Press Batter Direction Remarks

# Elev Elev Elev w/o Samp w/HS 2" 3" NX 4" 6" Conc. Total Tests

FT. Ft. ! ! ! Ft. Size Ft. ! ! ! Ft. ! Ft. Ea. # Degrees Bearing

Special Instructions: INITIAL: GG GD GS

Inspect Shifts Prepared By:

Mob/Demob : ea. Checked By:

Mileage : mi. Approved By:

Dozer : hrs. Date:

Figure 2

H1RMXBHL

FIGURE 5

TOP OF GROUND

BRASS MARKER(GOV FURNISHED)

FINISHED AND SLOPED TO DRAIN

CONCRETE SURFACE SHALL BE STEEL TROW EL

5.0’

6"

CONCRETE

#4 RESTEEL BAR

MARKER.

AND SUPPLIES EXCEPT BRASS

FOR FURNISHING ALL MATERIALS

CONTRACTOR IS RESPONSIBLE

MONUMENT - FIGURE 17A

SURFACE DISPLACEMENT

NOT TO SCALE

PIPE

PVC SCHEDULE 40

BLACK STEEL OR

TOP O

F G

ROUND

BRASS MARKER(GOV FURNISHED)

FINISHED AND SLOPED TO DRAIN

CONCRETE SURFACE SHALL BE STEEL TROW EL

5.0’

6"

CONCRETE

#4 RESTEEL BAR

MARKER.

AND SUPPLIES EXCEPT BRASS

FOR FURNISHING ALL MATERIALS

CONTRACTOR IS RESPONSIBLE

MONUMENT - FIGURE 17B

SURFACE DISPLACEMENT

CUT

FILL

NOT TO SCALE

PIPE

PVC SCHEDULE 40

BLACK STEEL OR

(Ds-D) 0.1 (Ds-Do)

Obtain readings until:

Preferably until:

READING

NUMBER

TIME OF

READING

ELAPSED

TIME Da Ds D Ds-D AMOUNT OF

WATER USED

(Ds-D) (Ds-Do)

UNIFIED SOIL CLASSIFICATION:

0.37

SHEET: OF

GROUND SURFACE

ELEVATION (GS):

TOP OF RISER EL:

D1

D2 Ds

Do

Da

H2

H1 H0

Tip Elevation:

Ambient Piezometer Level

(Ds-D) (Ds-Do)

PROJECT: PIEZOMETER NO.

OBSERVERS: DATE AND TIME:

GROUND SURFACE ELEVATION (GS): TOP OF RISER ELEVATION (TOR):

BOTTOM OF PIEZOMETER ELEVATION: DEPTH FROM TOP OF RISER (Da):

AMBIENT PIEZOMETER LEVEL (Ds):

LOCATION DISCRIPTION: (MAIN DAM, DIKE, UPSTREAM SLOPE, ETC.)

PIEZOMETER TIME LAG TEST

H1RMXBHL

Typewritten Text

FIGURE 18 A

PIEZOMETER TIME LAG TEST (CONTINUED)

FIGURE 29

SHEET: OF

TIME OF

READING

ELAPSED

TIME Da Ds D Ds-D (Ds-D) AMOUNT OF

WATER USED

PIEZOMETER TIME LAG TEST

(Ds-Do)

PROJECT: PIEZOMETER NO.

REMARKS:

READING

NUMBER

FIGURE 19

DRILLER:

RIG TYPE:

DIAMETER OF BORING:

BACKFILL QUANTITIES:

BACKFILL LOG REPORT

PROJECT:

BORING NUMBER:

DATE BACKFILLED:

BACKFILLED BY:

INSPECTOR:

'5,//,1* /2* ',9,6,21 ,167$//$7,21

+ROH 1R�

6+((7

2) 6+((76

��� 6,=( $1' 7<3( 2) %,7

��� '$780 )25 (/(9$7,21 6+2:1 �7%0 RU 06/�

��� 0$18)$&785(56 '(6,*1$7,21 2) '5,//

��� 727$/ 12� 2) 29(5%85'(1 6$03/(6 7$.(1

',6785%(' 81',6785%('

��� 727$/ 180%(5 &25( %2;(6

�� 352-(&7

�� /2&$7,21 �&RRUGLQDWHV RU 6WDWLRQ�

�� '5,//,1* $*(1&<

�� +2/( 12� �$V VKRZQ RQ GUDZLQJ WLWOH

DQG WLWOH QXPEHU�

�� 1$0( 2) '5,//(5

�� ',5(&7,21 2) +2/(

9(57,&$/ ,1&/,1(' '(*� )520 9(57�

�� 7+,&.1(66 2) 29(5%85'(1

�� '(37+ '5,//(' ,172 52&.

�� 727$/ '(37+ 2) +2/(

��� (/(9$7,21 *5281' :$7(5

��� '$7( +2/( 67$57(' &203/(7('

��� (/(9$7,21 723 2) +2/(

��� 727$/ &25( 5(&29(5< )25 %25,1*

��� 6,*1$785( 2) ,163(&725

(/(9$7,21

D

'(37+

E

/(*(1'

F

&/$66,),&$7,21 2) 0$7(5,$/6

�'HVFULSWLRQ�

G

� &25( 5(&29� (5< H

%2; 25 6$03/( 12� I

5(0$5.6

�'ULOOLQJ WLPH� ZDWHU ORVV� GHSWK RI

ZHDWKHULQJ� HWF�� LI VLJQLILFDQW�

J

(1* )250 ���� 35(9,286 (',7,216 $5( 2%62/(7(�

0$5 �� �75$16/8&(17�

+2/( 12�352-(&7

H1RMXBHL

Typewritten Text

H1RMXBHL

FIGURE 20 A

'5,//,1* /2* �&RQW 6KHHW�

(/(9$7,21 723 2) +2/(

+ROH 1R�

352-(&7 ,167$//$7,21 6+((7

2) 6+((76

(/(9$7,21

D

'(37+

E

/(*(1'

F

&/$66,),&$7,21 2) 0$7(5,$/6

�'HVFULSWLRQ�

G

� &25( 5(&29� (5< H

%2; 25 6$03/( 12� I

5(0$5.6

�'ULOOLQJ WLPH� ZDWHU ORVV� GHSWK RI

ZHDWKHULQJ� HWF�� LI VLJQLILFDQW�

J

(1* )250 �����$ �(5 ������������

-81 �� *32 ������������������

+2/( 12�352-(&7

H1RMXBHL

Typewritten Text

FIGURE 20 B

H1RMXBHL

Typewritten Text

TOP

DEPTH

BOTTOM

DEPTH START END INTERVAL

START OF

TEST

END OF

TEST

ORH FORM 2142 Dec 68

SUBSURFACE EXPLORATION PRESSURE TEST DATA

PROJECT: BORING NO.: INSPECTOR: DATE:

FIELD TEST DATA

PUMP CAPACITY: METER TYPE: METER SERIAL NUMBER:

BORING SIZE: TOP OF HOLE ELEVATION: TOP OF ROCK ELEVATION: STATIC WATER LEVEL:

TEST SECTION

GAGE

READING

TIME OF TEST METER READING TOTAL

WATER

GAL/

CU.FT. C.F.M.

H1RMXBHL

FIGURE 21

FIGURE 22

Task Order Number

DAILY SAFETY INSPECTION CHECKLIST FOR CORE DRILL RIGS

GREAT LAKES AND OHIO RIVER DIVISION

HUNTINGTON DISTRICT

SECTION 1 GENERAL INFORMATION

Date Owner/User Contract Number

Type of Equipment

Competent Person Signature Printed Name and Title of Competent Person

SECTION 2 DAILY PRE-OPERATIONAL CHECKLIST

REFERENCE EM 385-1-1 SAFETY AND HEALTH REQUIREMENTS MANUAL DATED TO YOUR CONTRACT.

EQUIPMENT MUST BE IN FULL COMPLIANCE TO THOSE REQUIREMENTS

1. ARE TWO EMERGENCY KILL SWITCHES AVAILABLE FROM OPERATIONS POSTIONS AND FULLY TESTED AND OPERERABLE? Yes No

2. IS A CURRENT EYEWASH STATION AVAILABLE FOR USE FOR THIS RIG? Yes No N/A

5. ARE FUEL TANKS CLEAR OF EXHAUST AND ELECTRICAL SYSTEMS? Yes No

6. ARE ALL ROTATING, RECIPROCATION, AND MOVING PARTS GUARDED? Yes No

3. IS ADEQUATE RESPIRATORY PROTECTION PROVIDED FOR THIS RIG? Yes No N/A

4. DOES THE RIG HAVE MSDS'S FOR ALL FLUIDS AND SUPPLIES? Yes No

9. IS RIG ON A SECURE FOUNDATION? Yes No

10. DOES RIG HAVE THE REQUIRED FULL 10-B:C FIRE EXTINGUISHER READY AND ACCESSIBLE? Yes No

7. ARE ALL HOT PARTS GUARDED? Yes No

8. HAS THE RIG BEEN MODIFIED FROM THE MANUFACTURERS ORIGINAL CONFIGURATION? (IF SO LETTER FROM MANUFACTURER OR PROFESSIONAL ENGINEER WITH STAMP CONFIRMING SUITABILITY FOR USE IS REQUIRED BEFORE USE.)

Yes No

13. HAS SITE BEEN CLEARED FOR UNDERGROUND UTILIITIES? Yes No

14. IF EQUIPPED WITH OUTRIGGERS ARE THEY FULLY EXTENDED AND IN USE PER MANUFACTURERS RECOMMENDATIONS? Yes No N/A

11. IS THE MANUAL FOR THE DRILL RIG WITH THE RIG OR ON-SITE? Yes No

12. HAVE OVERHEAD ELECTRICAL HAZARDS BEEN IDENTIFIED AND CLEARED IN ACCORDANCE WITH EM 385-1-1? Yes No

17. IS THE REVERSE ALARM IN OPERATING CONDITION AND FUNCTIONING WHEN BACKING? Yes No N/A

18. ARE HAND HOLDS AND/OR RAILING IN GOOD CONDITION? Yes No N/A

15. ARE WHEELS CHOCKED WITH ADEQUATE CHOCKS? Yes No N/A

16. ARE THERE ANY BENT OR OTHERWISE DAMAGED STRUCTURAL MEMBERS? Yes No

21. ARE A MINIMUM OF TWO (2) CREW MEMBERS CURRENTLY CERTIFIED IN CPR AND FIRST AID? Yes No

22. IS THERE A SLIP RING PRESENT ON THE JOB SITE? (IF SO IT MUST IMMEDIATELY BE REMOVED FROM THE SITE.) Yes No

19. DO EXTRA FUEL CONTAINERS MEET SAFETY REQUIREMENTS? Yes No

20. IS A FIRST AID KIT MEETING EM 385-1-1 REQUIREMENTS AVAILABLE? Yes No

25. IS THE CATHEAD FREE OF ROPE WEAR GROVES, BURRS, OR OTHER SIGNS OF PHYSICAL DAMAGE? Yes No N/A

26. ARE THE FOLLOWING MOTOR VEHICLE FEATURES IN WORKING ORDER:

FRONT AND REAR DIRECTIONAL SIGNALS, TWO HEADLIGHTS, TWO TAIL LIGHTS, HORN.

27. ARE BRAKES, BOTH SERVICE AND PARKING, IN GOOD OPERATING CONDITION?

N/A

N/A

23. ARE ALL HOOKS, SHEAVES, SHEAVE PINS, GUIDES, SAFETY CLIPS, AND OTHER FITTINGS IN GOOD CONDITION? Yes No

24. ARE RUNNING LINES ADEQUATELY GUARDED TO PREVENT CONTACT BY PERSONNEL? Yes No N/A

N/A28. IS THE WINDOW GLASS FREE OF CRACKS, BREAKS, AND OTHER DAMAGE?

Yes No

Yes No

Yes No

H1RMXBHL

FIGURE 23 A

REMARKS: