W911KB-17-T-0010-0002.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Subject solicitation entitled “Rental of Crane and Hammer for the Chena River Lakes Project, North Pole Alaska” is hereby amended as follow s:

A. The follow ing pages are hereby superceded by the attached revised pages and addendums to the solicitation.

B. Page 1, SF1449, Scope of Work (3 pages), Bore Logs (5 pages). See Summary of Changes for detailed information.

C. The closing time for receipt of quotations is hereby extended to 2:00 p.m. Alaska Time, 29 March 2017.

Point of contact for this amendment is Mr. Woods 907-753-2547

1. CONTRACT ID CODE PAGE OF PAGES

J 1 6

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 23-Mar-2017

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W911KB-17-T-0010

X 9B. DATED (SEE ITEM 11)

03-Mar-2017

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

21-Mar-2017

CODE

U.S. ARMY ENGINEER DISTRICT, ALASKA

CEPOA-CT-SP

PO BOX 6898

JBER AK 99506-0898

W911KB 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SEE ADDENDUM

(No Collect Calls)

W911KB-17-T-0010 03-Mar-2017

b. TELEPHONE NUMBER

907-753-2547

8. OFFER DUE DATE/LOCAL TIME

02:00 PM 29 Mar 2017

5. SOLICITATION NUMBER 6. SOLICITATION ISSUE DATE

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

STANDARD FORM 1449 (REV. 2/2012)

Prescribed by GSA – FAR (48 CFR) 53.212

(TYPE OR PRINT)

(SIGNATURE OF CONTRACTING OFFICER)

ADDENDA ARE

26. TOTAL AWARD AMOUNT (For Gov t. Use Only )

23.

CODE 10. THIS ACQUISITION IS

SUCH ADDRESS IN OFFER

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT

BELOW IS CHECKED

TELEPHONE NO.

W911KB9. ISSUED BY

18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a. UNLESS BLOCK

7. FOR SOLICITATION

INFORMATION CALL:

a. NAME

ERNEST L WOODS III

2. CONTRACT NO. 3. AWARD/EFFECTIVE DATE 4. ORDER NUMBER

(TYPE OR PRINT)

30b. NAME AND TITLE OF SIGNER 30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER

30a. SIGNATURE OF OFFEROR/CONTRACTOR 31a.UNITED STATES OF AMERICA

0 27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1. 52.212-4. FAR 52.212-3. 52.212-5 ARE ATTACHED.

25. ACCOUNTING AND APPROPRIATION DATA

1. REQUISITION NUMBER

20.

ADDITIONAL SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.

OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, AND 30

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

ARE NOT ATTACHED

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA ARE ARE NOT ATTACHED

(BLOCK 5), INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE

SET FORTH HEREIN, IS ACCEPTED AS TO ITEMS:

. YOUR OFFER ON SOLICITATION

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN

% FOR:SET ASIDE:UNRESTRICTED OR X

SMALL BUSINESSX

WOMEN-OWNED SMALL

BUSINESS (WOSB)

17a.CONTRACTOR/ CODE FACILITY

OFFEROR CODE

U.S. ARMY ENGINEER DISTRICT, ALASKA

CEPOA-CT-SP

PO BOX 6898

JBER AK 99506-0898

18a. PAYMENT WILL BE MADE BY CODE

RATED ORDER UNDER

DPAS (15 CFR 700)

13a. THIS CONTRACT IS A

13b. RATING

CODE15. DELIVER TO CODE 16. ADMINISTERED BY

SEE SCHEDULE

12. DISCOUNT TERMS11. DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

SEE SCHEDULE

14. METHOD OF SOLICITATION

RFQ IFB RFPX

FAX:

TEL: SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

8(A)

HUBZONE SMALL

BUSINESS

ECONOMICALLY DISADVANTAGED

WOMEN-OWNED SMALL BUSINESS

(EDWOSB)

SIZE STANDARD:

$32.5 M

NAICS:

532412

X

OFFER DATED

29. AWARD OF CONTRACT: REF.

DELIVER ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND

EMAIL:

TEL:

31c. DATE SIGNED

SEE SCHEDULE

SCHEDULE OF SUPPLIES/ SERVICESITEM NO. QUANTITY UNIT UNIT PRICE AMOUNT

24.22.21.19.

W911KB-17-T-0010

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 1449 - CONTINUATION SHEET

SOLICITATION/CONTRACT FORM

The required response date/time has changed from 21-Mar-2017 02:00 PM to 29-Mar-2017 02:00 PM.

The following have been added by full text:

PROPOSAL SCHEDULE

Moose Creek Dam Relief Well Installation

Crane & Pile Rig

CHENA RIVER LAKES FLOOD CONTROL PROJECT

Description Quantity Unit Unit Price Total Mobilization of Crane and Pile Rig (Includes Shipping and

Crane Assembly)

1 Job $______________ $______________

De-mobilization of Crane and Pile

Rig (Includes Shipping and

Crane Disassembly)

1 Job $______________ $______________

Crane Rental

2 Weeks $______________ $______________

Pile Rig Rental

(Includes Onsight Training for

Chena Project Crane Operators)

2 Month $______________ $______________

Total: $______________

STATEMENT OF WORK

Moose Creek Dam Heavy Equipment Rental Crane & Pile Rig

CHENA RIVER LAKES FLOOD PROJECT

1. DESCRIPTION OF WORK

Relief Well Install: The Government plans to install new relief wells at the Chena River Lakes Flood Control Project during the summer of 2017. The relief wells, when complete, will be approximately 50 to 60 feet deep.

Installation methods will include using a track mounted multipurpose pile rig to drive 24-inch open-end steel casing to a target depth of approximately 50 feet, removing material from the casing, placing slotted well screen and riser pipe within the casing, filling the casing around the well screen and riser pipe with specified filter pack material, and removing the temporary pile casing upon completion of well installation. To accomplish this work, the contractor shall provide one (1) multipurpose pile rig. This contract is for the rental of the pile rig and associated attachments only. Installation of the wells will be performed by the Government.

Rental period: June 1, 2017 – July 31, 2017.

Hydraulic Cylinder Replacement: The Government plans to install a replacement hydraulic hoist cylinder at the control works of the Moose Creek Dam. To accomplish this work, the contractor shall provide one (1) crane. The contractor shall assemble/disassemble the crane before/after completion of work. This contract is for the rental of the crane only. Crane operation, removal and installation of the hoist cylinders will be performed by government personnel certified and experienced in crane operation.

Rental period: May 15, 2017 – May 26, 2017. Crane shall be on site and assembled to allow the hydraulic cylinder work to begin on May 15, 2017.

The Moose Creek Dam is part of the Chena River Lakes Flood Control Project, and is located 18 miles east of Fairbanks, Alaska, near the community of North Pole.

2. CRANE SPECIFICATIONS

Disassembly of the crane shall be performed by the contractor upon completion of work. The crane shall meet the following specification requirements:

Size: 140 to 200 ton range Minimum Lifting Capacity: 100,000 lbs. (at approximately 40’ operating radius) Lift plan TBD depending on crane type Boom Length: 120’ (TBD) Rigging: 6 part hook block and auxiliary whip line with headache ball

**For Crawler Crane Bids: If the bid proposal includes a crawler crane, the contractor shall provide crane mats that meet the following specifications:

6 crane mats: 1 foot thick, 5 feet wide by 24-30 feet long. Length will be as is appropriate for the track size of the crane.

3. MULTIPURPOSE PILE RIG SPECIFICATIONS

The contractor shall furnish a track mounted pile rig with multipurpose capabilities and attachments to include:

Fixed mast system

Continuous flight auger

Bucket auger (for removal of saturated material within casing)

Variable moment vibratory hammer – max vibration 0.5” ppv

The pile rig shall be multipurpose and be capable of drilling and driving/extracting 24 inch diameter (1/2” wall) pile in 60 foot lengths.

The vibratory hammer shall be appropriately sized and tuned to project site subsurface conditions. See attached bore logs.

Swap time for tools and attachments shall be a maximum of 10 minutes.

The contractor’s bid shall include an onsite training and equipment tutorial for the Chena Project heavy equipment/crane operators.

4. PRE-WORK CONFERENCE AND PLANS FOR CRANE ASSEMBLY/DISSASSEMBLY AND

PILE RIG TRAINING

The contractor shall assemble/disassemble the crane before/after the project.

SAFETY PLAN: The Contractor shall submit a written safety and accident plan to the Corps Project Manager 7 days before the pre-work conference to be scheduled in coordination with the Contractor and held at the Chena Project Office, 3800 Laurance Road, North Pole, AK 99705. The plan will be prepared in accordance with EM 385-1-1 Accident Prevention, and specifically address emergency communications in the field, an emergency contact list, first aid preparedness, personal protective equipment, equipment fueling, fire suppression and public safety considerations. Activity Hazard Analysis (AHA’s) will be included for all crane assembly/disassembly tasks.

Pre-work Conference: All Contractor personnel scheduled to work at the Moose Creek Dam shall meet with the Chena Project Manager prior to work to review and evaluate/discuss the Contractor’s Safety Plan.

5. PAYMENT

Payment will be made for the crane and pile rig rentals outlined in the Proposal Schedule.

The items in the Proposal Schedule are defined as follows:

o Multipurpose Pile Rig Rental – 2 months o Crane Rental – 2 weeks

*Proposals should include shipment to the project site and assembly/disassembly of the crane.

6. TECHNICAL POINT OF CONTACT

US ARMY CORPS OF ENGINEERS

CHENA FLOOD CONTROL PROJECT

ATTN: CEPOA-EC-O (Mr. Tim Feavel, 907 488 2748) PO Box 55270 North Pole, AK 99705

7. BASIS OF AWARD

This contract will be awarded to the offeror with the lowest price and submits a technically acceptable proposal.

The Contractor’s proposal shall include the following items:

For one pile rig specified in Section 3:

a. Make and model with specifications and a brief description of the proposed equipment’s capabilities and how the machine will meet the project requirements outlined in the scope of work.

For one crane that meets specifications outlined in Section 2:

a. Make and model with specifications.

Proposals will be rated as either “acceptable” or “not acceptable” based on required crane/pile rig specifications and pile rig description of how/why the machine will meet project requirements.

(End of Summary of Changes)

F4*

F4*

F4*

NFS* 0.75

>1.5

>1.5

1.25

>1.5

ML

NR

ML

ML

SP

GP

GP

GP

GP

GP

SILT

No Recovery

SILT

SILT

Poorly graded SAND with Gravel

Poorly graded GRAVEL with Sand

Poorly graded GRAVEL with Sand

Poorly graded GRAVEL with Sand

Poorly graded GRAVEL with Sand

Poorly graded GRAVEL with Sand

Grey, brown, wet, fine sand, nonplastic (NP) fines, roots and fibrous organics throughout No recovery, material in the shoe indicates fine grained soils

Grey, brown, wet, fine sand, NP fines

Grey, wet, fine sand, NP fines, 1.5-inch fibrous organics lens at 11.2 feet

Grey, wet, subangular to subrounded gravel, fine to coarse sand, NP fines

Grey, wet, subangular to subrounded gravel, fine to coarse sand, NP fines, gravel fractured while driving

Grey, wet, subangular to subrounded gravel, fine to coarse sand, NP fines, gravel at 25.7 feet, gravel fractured while driving

Grey, wet, subangular to subrounded gravel, fine to coarse sand, NP fines, gravel fractured while driving

Grey, wet, subangular to subrounded gravel, fine to coarse sand, NP fines, gravel fractured while driving

Grey, wet, subrounded gravel, fine to coarse sand, gravel fractured while driving

Sa nd

W at er

P

ID

(p pm

M ax

S iz e (in

.)Classification ASTM: D 2487 or D 2488

F in er

0.

m m

Sy m bo l

Description and Remarks

D ep th (f t.)

G ra ve l

Grain Size

Bl ow

C ou nt Surface: Grass to three feet tall, two-inch organic mat , 50 feet from upstream toe of embankment

AS

TM

D

Fr oz en

Sa m pl e

R ec ov er y

Li th ol og y

Fi ne s

Fr os t C la ss uf c3

-2

-0 1f a

EXPLORATION LOG

CORPS OF ENGINEERS

ENGINEERING SERVICES

ALASKA DISTRICT

Hole Number, Field:

Hole Number:

X

Northing:

Easting:Location:

AP-2891

Drive

NR

1.375 in. CME850 with Cathead and Rope

Moose Creek Dam Modification Moose Creek, Alaska

Piezometer

Project:

Drilling Agency: Alaska District other

Type of Samples:

Other Horizontal

Type of Hole:

TB-7

Dry Instrumentation PVC

AP-2891

3,943,244 ft.

1,455,188 ft.

Split Spoon I.D.:

Moose Creek Dam Modification

Operator:

Auger Hole

Permanent:

Vertical

Inspector:

Total Depth:

204.5 ft.Monitoring Well

140 lbs

24 Jul 2010Date:

X Test Pit

Project:

Lyle Cain

3.875 in. Tricone Bit Hammer Weight: Size and Type of Bit:

Depth to Groundwater:

Type of Equipment:

* Indicates Estimated Frost Classification

Top of Hole Elevation:

Datum:

496.1 ft.

Inocencio Roman, Coleman Chalup, Tu Nguyen

Depth Drilled:

204.5 ft.

Geotechnical and Materials Section

E X

P

LO

R A

T

IO

N L

O G

M O

O S

E C

R E

E K

D A

M M

O D

IF

IC

A T

IO

N

.G P

J A

C E

_A N

C .G

D T

/1

9/

>1.5

1.125

1.25

>1.5

0.75

>1.5

GP

GP

GP

GP

GP

GP

SP

GP-

GM

GP

Poorly graded GRAVEL with Sand

Poorly graded GRAVEL with Sand

Poorly graded GRAVEL with Sand

Poorly graded GRAVEL with Sand

Poorly graded GRAVEL with Sand

Poorly graded GRAVEL with Sand

Poorly graded SAND with Gravel

Poorly graded GRAVEL with Silt and Sand

Poorly graded GRAVEL with Sand

Grey, wet, subangular to subrounded gravel, fine to coarse sand, NP fines, gravel fractured while driving

Grey, wet, subangular to subrounded gravel, fine to coarse sand, NP fines

Grey, wet, subangular to subrounded gravel, fine to coarse sand, NP fines, 6-inch sand lens

Grey, wet, subangular to subrounded gravel, fine to coarse sand, NP fines

Grey, wet, subangular to subrounded gravel, fine to coarse sand, NP fines, gravel fractured while driving

Grey, wet, subangular to subrounded gravel, fine to coarse sand, NP fines, gravel fractured while driving

Grey, black, wet, subangular to subrounded gravel, fine to coarse sand, NP fines, 0.5 inch black organic lens at

76.3 feet

Grey, wet, subangular to subrounded gravel, fine to coarse sand, NP fines, gravel fractured while driving

Grey, wet, subangular to subrounded gravel, fine to coarse sand, NP fines, gravel fractured while driving

Sa nd

W at er

P

ID

(p pm

M ax

S iz e (in

.)Classification ASTM: D 2487 or D 2488

F in er

0.

m m

Sy m bo l

Description and Remarks

D ep th (f t.)

G ra ve l

Grain Size

Bl ow

C ou nt Surface: Grass to three feet tall, two-inch organic mat , 50 feet from upstream toe of embankment

AS

TM

D

Fr oz en

Sa m pl e

R ec ov er y

Li th ol og y

Fi ne s

Fr os t C la ss uf c3

-2

-0 1f a

EXPLORATION LOG

CORPS OF ENGINEERS

ENGINEERING SERVICES

ALASKA DISTRICT

Hole Number, Field:

Hole Number:

X

Northing:

Easting:Location:

AP-2891

Drive

NR

1.375 in. CME850 with Cathead and Rope

Moose Creek Dam Modification Moose Creek, Alaska

Piezometer

Project:

Drilling Agency: Alaska District other

Type of Samples:

Other Horizontal

Type of Hole:

TB-7

Dry Instrumentation PVC

AP-2891

3,943,244 ft.

1,455,188 ft.

Split Spoon I.D.:

Moose Creek Dam Modification

Operator:

Auger Hole

Permanent:

Vertical

Inspector:

Total Depth:

204.5 ft.Monitoring Well

140 lbs

24 Jul 2010Date:

X Test Pit

Project:

Lyle Cain

3.875 in. Tricone Bit Hammer Weight: Size and Type of Bit:

Depth to Groundwater:

Type of Equipment:

* Indicates Estimated Frost Classification

Top of Hole Elevation:

Datum:

496.1 ft.

Inocencio Roman, Coleman Chalup, Tu Nguyen

Depth Drilled:

204.5 ft.

Geotechnical and Materials Section

E X

P

LO

R A

T

IO

N L

O G

M O

O S

E C

R E

E K

D A

M M

O D

IF

IC

A T

IO

N

.G P

J A

C E

_A N

C .G

D T

/1

9/

0.875

0.75

0.75

0.25

>1.5

0.5

SP

GP

ML

SP-

SM

SW-

SM

SP-

SM

SM

Poorly graded SAND with Gravel

Poorly graded GRAVEL with Sand Sandy SILT

Poorly graded SAND with Silt and Gravel

Well-graded SAND with Silt and Gravel

Poorly graded SAND with Silt and Gravel

Silty SAND with Gravel

Grey, wet, subangular to subrounded gravel, fine to coarse sand, gravel fractured while driving

Grey, wet, subangular to subrounded gravel, fine to coarse sand, NP fines, gravel fractured while driving Grey, grey to black, striations, wet to moist, fine sand, NP fines, interlayered silt and sand, gravel in drive shoe Grey, wet, subangular to subrounded gravel, fine to coarse sand, NP fines

Grey, black, wet, subangular to subrounded gravel, fine to coarse sand, NP fines

Grey, black, white, wet, subangular to subrounded gravel, fine to coarse sand, NP fines, gravel fractured while driving

Grey, white, wet, subangular to subrounded gravel, fine to coarse sand, NP fines

Sa nd

W at er

P

ID

(p pm

M ax

S iz e (in

.)Classification ASTM: D 2487 or D 2488

F in er

0.

m m

Sy m bo l

Description and Remarks

D ep th (f t.)

G ra ve l

Grain Size

Bl ow

C ou nt Surface: Grass to three feet tall, two-inch organic mat , 50 feet from upstream toe of embankment

AS

TM

D

Fr oz en

Sa m pl e

R ec ov er y

Li th ol og y

Fi ne s

Fr os t C la ss uf c3

-2

-0 1f a

EXPLORATION LOG

CORPS OF ENGINEERS

ENGINEERING SERVICES

ALASKA DISTRICT

Hole Number, Field:

Hole Number:

X

Northing:

Easting:Location:

AP-2891

Drive

NR

1.375 in. CME850 with Cathead and Rope

Moose Creek Dam Modification Moose Creek, Alaska

Piezometer

Project:

Drilling Agency: Alaska District other

Type of Samples:

Other Horizontal

Type of Hole:

TB-7

Dry Instrumentation PVC

AP-2891

3,943,244 ft.

1,455,188 ft.

Split Spoon I.D.:

Moose Creek Dam Modification

Operator:

Auger Hole

Permanent:

Vertical

Inspector:

Total Depth:

204.5 ft.Monitoring Well

140 lbs

24 Jul 2010Date:

X Test Pit

Project:

Lyle Cain

3.875 in. Tricone Bit Hammer Weight: Size and Type of Bit:

Depth to Groundwater:

Type of Equipment:

* Indicates Estimated Frost Classification

Top of Hole Elevation:

Datum:

496.1 ft.

Inocencio Roman, Coleman Chalup, Tu Nguyen

Depth Drilled:

204.5 ft.

Geotechnical and Materials Section

E X

P

LO

R A

T

IO

N L

O G

M O

O S

E C

R E

E K

D A

M M

O D

IF

IC

A T

IO

N

.G P

J A

C E

_A N

C .G

D T

/1

9/

21a 21b

0.5

0.75

1.25

SP-

SM

SM

ML

SW

SM

50/2

Poorly graded SAND with Silt and Gravel

Silty SAND with Gravel

SILT with Sand

Well-graded SAND

Silty SAND with Gravel

Grey, wet, subangular gravel, fine to coarse sand, NP fines

Grey, wet, subangular to subrounded gravel, fine to coarse sand, low plasticity fines

Grey, brown, wet, fine sand, low plasticity fines, trace organics Grey, wet, fine sand, NP fines, fractured gravel in the drive shoe

Grey, wet, subangular to subrounded gravel, fine to coarse sand, NP fines, gravel fractured while driving

Sa nd

W at er

P

ID

(p pm

M ax

S iz e (in

.)Classification ASTM: D 2487 or D 2488

F in er

0.

m m

Sy m bo l

Description and Remarks

D ep th (f t.)

G ra ve l

Grain Size

Bl ow

C ou nt Surface: Grass to three feet tall, two-inch organic mat , 50 feet from upstream toe of embankment

AS

TM

D

Fr oz en

Sa m pl e

R ec ov er y

Li th ol og y

Fi ne s

Fr os t C la ss uf c3

-2

-0 1f a

EXPLORATION LOG

CORPS OF ENGINEERS

ENGINEERING SERVICES

ALASKA DISTRICT

Hole Number, Field:

Hole Number:

X

Northing:

Easting:Location:

AP-2891

Drive

NR

1.375 in. CME850 with Cathead and Rope

Moose Creek Dam Modification Moose Creek, Alaska

Piezometer

Project:

Drilling Agency: Alaska District other

Type of Samples:

Other Horizontal

Type of Hole:

TB-7

Dry Instrumentation PVC

AP-2891

3,943,244 ft.

1,455,188 ft.

Split Spoon I.D.:

Moose Creek Dam Modification

Operator:

Auger Hole

Permanent:

Vertical

Inspector:

Total Depth:

204.5 ft.Monitoring Well

140 lbs

24 Jul 2010Date:

X Test Pit

Project:

Lyle Cain

3.875 in. Tricone Bit Hammer Weight: Size and Type of Bit:

Depth to Groundwater:

Type of Equipment:

* Indicates Estimated Frost Classification

Top of Hole Elevation:

Datum:

496.1 ft.

Inocencio Roman, Coleman Chalup, Tu Nguyen

Depth Drilled:

204.5 ft.

Geotechnical and Materials Section

E X

P

LO

R A

T

IO

N L

O G

M O

O S

E C

R E

E K

D A

M M

O D

IF

IC

A T

IO

N

.G P

J A

C E

_A N

C .G

D T

/1

9/

28a

28b

1.25

SW-

SM

SM

50/4

Well-graded SAND with Silt and Gravel

Silty SAND with Gravel

Grey, wet, subangular to subrounded gravel, fine to coarse sand, NP fines, gravel fractured while driving

Grey, wet, subangular to subrounded gravel, fine to coarse sand, NP fines

Skipped sample at 200 feet, drilled to

204.5 feet, drill action indicates same soil consistency throughout the last 15 feet

Bottom of Hole 204.5 ft.

Elevation 291.6 ft.

Groundwater Not Recorded PID = (Cold/Hot) Photo Ionization Detector

Sa nd

W at er

P

ID

(p pm

M ax

S iz e (in

.)Classification ASTM: D 2487 or D 2488

F in er

0.

m m

Sy m bo l

Description and Remarks

D ep th (f t.)

G ra ve l

Grain Size

Bl ow

C ou nt Surface: Grass to three feet tall, two-inch organic mat , 50 feet from upstream toe of embankment

AS

TM

D

Fr oz en

Sa m pl e

R ec ov er y

Li th ol og y

Fi ne s

Fr os t C la ss uf c3

-2

-0 1f a

EXPLORATION LOG

CORPS OF ENGINEERS

ENGINEERING SERVICES

ALASKA DISTRICT

Hole Number, Field:

Hole Number:

X

Northing:

Easting:Location:

AP-2891

Drive

NR

1.375 in. CME850 with Cathead and Rope

Moose Creek Dam Modification Moose Creek, Alaska

Piezometer

Project:

Drilling Agency: Alaska District other

Type of Samples:

Other Horizontal

Type of Hole:

TB-7

Dry Instrumentation PVC

AP-2891

3,943,244 ft.

1,455,188 ft.

Split Spoon I.D.:

Moose Creek Dam Modification

Operator:

Auger Hole

Permanent:

Vertical

Inspector:

Total Depth:

204.5 ft.Monitoring Well

140 lbs

24 Jul 2010Date:

X Test Pit

Project:

Lyle Cain

3.875 in. Tricone Bit Hammer Weight: Size and Type of Bit:

Depth to Groundwater:

Type of Equipment:

* Indicates Estimated Frost Classification

Top of Hole Elevation:

Datum:

496.1 ft.

Inocencio Roman, Coleman Chalup, Tu Nguyen

Depth Drilled:

204.5 ft.

Geotechnical and Materials Section

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