W912HY19B0029-Specs-SIGNED-2019-07-26.pdf

SOLICITATION NO. W912HY19B0029

HOUSTON SHIP CHANNEL, TEXAS

PEGGY LAKE PLACEMENT AREA

IN HARRIS COUNTY, TEXAS

PROJECT MANUAL FOR

DEWATERING AND DIKE RAISE

JULY 2019

DEPARTMENT OF THE ARMY

GALVESTON DISTRICT, CORPS OF ENGINEERS

P.O. BOX 1229

GALVESTON, TEXAS

"INCREASE PROFIT - SUBMIT VECP'S"

This project was designed by the Galveston District of the U.S. Army Corps of Engineers.

The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.

WILLIE JOE HONZA, P.E.

CHIEF, ENGINEERING BRANCH

SWG FILE NO.: HSC 401-571 Solicitation No.: W912HY19B0029

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 00 00 SOLICITATION, OFFER AND AWARD, SF-1442

00 11 00.00 45 BID SCHEDULE

00 21 00 INSTRUCTIONS, CONDITIONS AND NOTICES TO OFFERORS

00 31 32.13 45 SUBSURFACE DRILLING AND SAMPLING INFORMATION

00 45 00 REPRESENTATION AND CERTIFICATIONS

00 72 00 CONTRACT CLAUSES

00 73 00.00 45 SPECIAL CONTRACT REQUIREMENTS, STANDARD

00 73 46 WAGE RATES

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00.00 45 NON-REGULATED SPECIAL CONTRACT REQUIREMENTS

01 22 00.10 MEASUREMENT AND PAYMENT

01 32 01.01 45 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26.02 45 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE(RMS CM)

01 45 01.00 QUALITY CONTROL

01 50 00.00 45 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 20.00 45 ENVIRONMENTAL PROTECTION

01 58 13.01 45 PROJECT IDENTIFICATION

01 78 00.00 45 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00.10 45 DEMOLITION OF EXISTING DROP-OUTLET STRUCTURE

DIVISION 03 - CONCRETE

03 31 00.00 45 CONCRETE FOR MINOR STRUCTURES

DIVISION 05 - METALS

05 05 23.00 45 STRUCTURAL WELDING

DIVISION 09 - FINISHES

09 97 02 PAINTING: HYDRAULIC STRUCTURES

DIVISION 31 - EARTHWORK

31 11 00.10 45 CLEARING, GRUBBING, AND REMOVAL OF DEBRIS

31 14 13.23 45 STRIPPING

31 23 16.18 45 EXCAVATION, FILLING, AND BACKFILLING FOR STRUCTURE

31 23 19.00 45 DEWATERING

31 41 16.16 45 VINYL SHEET PILING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 92 19.10 45 TURFING

DIVISION 33 - UTILITIES

33 40 01.10 45 STEEL DRAINAGE PIPE

PROJECT TABLE OF CONTENTS Page 1

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 30.00 45 DROP-OUTLET STRUCTURE

35 41 00.01 45 EMBANKMENT CONSTRUCTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

W45VAK91433346

This requirement is an Unrestricted Procurement for Houston Ship Channel, Texas, Peggy Lake Placement Area Dewatering and Dike Raise in Harris County, Texas, Placement Area Improvements.

Per AFARS 5132.702 (a)(ii)(B) “Funds are not presently available for this acquisition. No contract award w ill be made until appropriated funds are made available."

Estimated Construction Range (FAR 36.201) - The estimated price range of the proposed construction is between $5,000,000.00 and $10,000,000.00.

X

LUCILLE R SMITH 409 766 3845

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

NEGOTIATED

26-Jul-2019

(RFP)

(IFB)

CALL:

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______10 calendar days and complete it w ithin ________530 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________00 73 00.00 45

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________0 copies to perform the w ork required are due at the place specified in Item 8 by ___________ local time ______________26 Aug 2019 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______60 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

USAED, GALVESTON

CONTRACTING DIVISION

2000 FORT POINT ROAD

GALVESTON TX 77553-1229

W912HY

PAGE OF PAGES

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM (hour)

Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

007780

8. ADDRESS OFFER TO (If Other Than Item 7)

FAX:TEL: 409 766 3850 TEL: FAX:

W912HY19B0029 3 OF 414

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

U.S. Army Corps of Engineers Galveston District Office PO Box 1229 Galveston, Texas 77553-1229

USAED, Finance Center

ATTN: CEFC-AO-P

5722 Integrity Drive Millington, TN 38054-5000

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 11 00.00 45

BID SCHEDULE

PART 1 GENERAL

1.1 BID SCHEDULE

-- End of Section Table of Contents --

DOCUMENT 00 11 00.00 45 Page 1

THIS PAGE INTENTIONALLY LEFT BLANK

DOCUMENT 00 11 00.00 45 Page 2

SECTION 00 11 00.00 45

BID SCHEDULE

PART 1 GENERAL

1.1 BID SCHEDULE

(TO BE ATTACHED TO STANDARD FORM 1442)

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

SCHEDULE NO. 1

0001 Mobilization and Demobilization

1 JOB SUM $_________

0002 Clearing and Stripping 1 JOB SUM $_________

0003 Collector Sump Excavation 1 JOB SUM $_________

0004 Perimeter Trench 11,560 L.F. $_________ $_________

0005 Interior Lateral Trenches 11,770 L.F. $_________ $_________

0006 Final Construction Survey 1 JOB SUM $_________

Semi-Compacted Berm Construction Using Onsite Soils

100,200 C.Y. $_________ $_________

Semi-Compacted Dike Construction Using Imported Clayey Soils

174,100 C.Y. $_________ $_________

DOCUMENT 00 11 00.00 45 Page 3

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

SCHEDULE NO. 1

Uncompacted Dike Construction Using Onsite Soils

25,000 C.Y. $_________ $_________

Demolition of Existing Drop-Outlet Structure 1 JOB SUM $_________

0011 New Drop-Outlet Structure 1 JOB SUM $_________

0012 Turfing 1 JOB SUM $_________

TOTAL SCHEDULE NO. 1 $_________

NOTE: The Government may delay issuing the Notice to Proceed not to exceed 90 days after award. Completion time stated in SECTION 00 73 00.00 45 SPECIAL CONTRACT REQUIREMENTS, STANDARD is for Schedule No. 1 work.

-- End of Document --

DOCUMENT 00 11 00.00 45 Page 4

Section 00 21 00 - Page 1

Section 00 21 00 - Instructions, Conditions and Notices to Offerors

1.1 ESTIMATED CONSTRUCTION PRICE RANGE (APR 1985) (FAR 36.204)

The estimated price range of the proposed construction is between $5,000,000 and $10,000,000.

1.2 AVAILABILITY OF PLANS AND SPECIFICATIONS ON THE FEDERAL BUSINESS

OPPORTUNITIES WEBSITE ((FBO) (FAR 5.102(a)(1)

After solicitation issuance, contractors may register to be placed on a plan holders list, view and/or download this solicitation and all amendments at the Federal Business Opportunities (FBO) website at http://www.fbo.gov/

Plans and specifications will not be available in paper format or on compact disc. It is the offeror’s responsibility to monitor the FBO website daily (using the above link) for amendments to the solicitation. You must be registered in the System For Award Management (SAM) to receive a government contract award. The website for SAM https://www.sam.gov/SAM/ .

1.3 PREAWARD INFORMATION CONSTRUCTION (FAR 9.105-1)

The apparent Low bidder shall, upon request of the Contracting Officer, furnish a statement within 2 working days after Bid Opening, of whether he is now or has ever been engaged in any work similar to that covered by the specifications herein, the dollar value thereof, the year in which such work was performed, and the manner of its execution, and giving such information as will tend to show the bidder's ability to prosecute the required work. The "such other information" referred to above shall include but is not limited to the following:

(a) The name and address of the office or firm under which such similar work was performed.

(b) A list of key personnel available for the instant project and their qualifications.

(c) A copy of bidder's last year's financial statement, including the names of banks or other financial institutions with which the bidder conducts business. Such statement will be confidential.

(d) Business Financial Condition Evaluation. The evaluation factors listed below shall be prepared by the contractor's certified public accountant.

(1) Liquidity

- Current Ratio __________________

- Quick Ratio __________________

(2) Leverage -Debit/Net Worth __________________

(3) Operating Efficiency

- Return On Assets __________________

- Asset Turnover __________________

(4) Profitability

- % Return On Equity __________________

- % Return On Sales __________________

(e) A list of present commitments, including the dollar value thereof, and name of office under which the work is being performed.

https://www.sam.gov/SAM/

Section 00 21 00 - Page 2

(f) If bidder is a Large Business, a Sub-Contracting Plan, if required, must be submitted within 2 working days after Bid Opening.

1.4 BIDDER'S QUALIFICATIONS (FAR 9.105-1)

Before a bid is considered for award, the bidder may be requested by the Government to submit a statement regarding his previous experience in performing comparable work, his business and technical organization, financial resources, and plant available to be used in performing the work.

1.5 CAUTIONS & REMINDERS TO BIDDERS (FAR 52.214-18)

All information required by the terms of the solicitation must be furnished. MISTAKES OR OMISSIONS CAN BE COSTLY. Important items for you to check are included in but not limited to, those listed below. This checklist is furnished only to assist you in submitting a proper offer. Check as you read.

Have you acknowledged all amendments?

Have you completed SECTION 00 45 00, REPRESENTATIONS &

CERTIFICATIONS portion of the solicitation package?

Is your offer properly signed?

If a bid guarantee is required, is it included with your offer? (A late bid guarantee is treated the same as a late offer).

Is your bid guarantee in the proper amount? Bid guarantee shall be in the amount of 20 percent of the amount of the offer, or $3 million, whichever is less.

If your bid guarantee is in the form of a bid bond, is the bond properly signed by both the bidder and surety and are all required seals affixed?

Is the name in which you submitted the offer the same as your bid bond?

If required have you entered a unit price for each item? (The solicitation will specifically state when this is necessary).

Are decimals in unit prices in the proper places? Are your figures legible?

Are the extensions of your unit prices, and your total offer price correct?

Are all erasures or corrections initialed by the person signing the offer?

I have not restricted my offer by altering the provisions of the solicitation.

REMINDER TO BIDDERS

REMINDER #1 - Acknowledge all Amendments on the reverse side of SF 1442, Item 19, Solicitation, Offer, and Award.

REMINDER #2 - The Contracting Officer signing this contract is the Primary Contracting Officer. However, any Contracting Officer assigned to the Galveston District may take formal action. See Section entitled "Specific Project Requirements".

Section 00 21 00 - Page 3

1.6 SPECIAL INSTRUCTIONS PERTAINING TO ELECTRONIC BID SUBMISSION: (FAR

14.302 and 14.304)

Bids and a copy of the SF24 Bid Bond must be submitted through the Federal Business Opportunities bid package submission via https://www.fbo.gov/ , not later than the response date and time indicated in the solicitation.

Original copies of the Bid Bond shall be submitted to USACE, Galveston District, ATTN:

Lucille Smith, 2000 Fort Point Road, Galveston, Texas 77553, on or before the response date and time.

SENDING FILES:

The Federal Business Opportunities bid package submission application can be accessed via https://www.fbo.gov/ under the Solicitation Number W912HY19B0029.

• A note will be visible within the "Notice Details" sub-tab. The “Electronic Response” sub-tab indicates that the opportunity allows for electronic responses. Note, a vendor must login to the system to be able to submit electronic responses for opportunities.

• There are two types of electronic response submissions possible:

1. Line Item Builder form (CLIN) - This can serve as a template for the items that vendors are sometimes requested to quote.

2. Document upload. Multiple documents with attachments can be loaded here.

• Choose “Document Upload”

• The Documents section allows the user to submit files as part of their electronic response to the opportunity.

a. The user can enter a description for every file to be uploaded, note this is optional.

b. To select a file for upload, the user clicks on the Browse button. (Note for files over

10 Mb, please use the large upload (JAVA) button). This will allow the user to select a file located on their computer for upload.

3. After selecting the file, the user can click and Add New button to select additional files for upload.

4. The user can delete any file(s) previously selected for upload by clicking on the Delete button.

5. The user has three options at the bottom of the Response page:

a. Submit saves and electronically submits the response to the government point of contact for that opportunity in the system. Note, the system will send an email to the email address on file for the user confirming the electronic submission;

b. Save as Draft saves the response created, but does not submit it to the government point of contact for the opportunity in the system; if selected, the system returns to the Notice Details tab and there is a note at the top indicating that the user has saved a draft response for the opportunity. The user can click on the blue Click here link in the note to review/submit a response.

After clicking the link to review/submit, the system opens the Electronic Response tab and displays the draft response for review. There is a note at the top which will advise the user whether or not the response deadline has passed. If not, the user can http://www.fbo.gov/ http://www.fbo.gov/

Section 00 21 00 - Page 4 click on the blue Click here link to make changes to the draft response and submit if ready.

c. Return does not save the response and takes the user back to the Notice Details tab for the opportunity.

1.7 BIDDER INQUIRY – PROJNET (FAR 14.211)

1. Prospective Offerors should submit questions concerning this solicitation via Bidder Inquiry in ProjNet at www.projnet.org/projnet .

A. To submit and review bid inquiry items, bidders will need to be a current registered user or self-register into the system. To self-register, go to the aforementioned web page and click on the BID tab. Select Bidder Inquiry, select agency USACE, and enter the Bidder Inquiry Key for this solicitation listed below, your email address, and then click login. Fill in all required information and click create user. Verify that information on next screen is correct and click continue.

***Please Note: Offerors shall only submit one question per inquiry. Inquiries containing multiple questions may be rejected.

B. From this page, you may view all bidder inquiries or add inquiry.

C. Offerors will receive an acknowledgement of their question via email, followed by an answer to their question after it has been processed by our technical team.

D. The Solicitation Number is: W912HY19B0029

The Bidder Inquiry Key is: FJUWRT-7KIA5P

2. The Bidder Inquiry System will be unavailable for new inquires fifteen (15) calendar days prior to offer submission in order to ensure adequate time is allotted to form an appropriate response and amend the solicitation if necessary.

3. Offerors are requested to review the specification in its entirety, review the Bidder Inquiry System for answers to questions prior to submission of a new inquiry.

4. The call center operates weekdays from 8AM to 5PM U.S. Central Time Zone (Chicago). The telephone number for the Call Center is 800-428-HELP.

1.8 CONSTRUCTION WAGE RATE REQUIREMENTS (FAR 52.222-6)

Paragraph entitled CONSTRUCTION WAGE RATE REQUIREMENTS of (CONTRACT CLAUSES - Section 00 72 00, FAR 52.222-6) is applicable to this solicitation.

Wage Rates will be incorporated by amendment, if they are not included in this solicitation.

http://www.projnet.org/projnet

Section 00 21 00 - Page 5

CLAUSES INCORPORATED BY REFERENCE

52.204-7 System for Award Management OCT 2018 52.204-18 Commercial and Government Entity Code

Maintenance

JUL 2016

52.214-3 Amendments To Invitations For Bids DEC 2016 52.214-4 False Statements In Bids APR 1984 52.214-5 Submission Of Bids DEC 2016 52.214-6 Explanation To Prospective Bidders APR 1984 52.214-7 Late Submissions, Modifications, and Withdrawals of Bids

NOV 1999

52.214-18 Preparation of Bids-Construction APR 1984 52.214-19 Contract Award-Sealed Bidding-Construction AUG 1996 52.214-34 Submission Of Offers In The English Language APR 1991 52.214-35 Submission Of Offers In U.S. Currency APR 1991 52.215-20 Requirements for Certified Cost or Pricing Data or

Information Other Than Certified Cost or Pricing Data

OCT 2010

52.232-13 Notice Of Progress Payments APR 1984 52.232-14 Notice Of Availability Of Progress Payments

Exclusively For Small Business Concerns

APR 1984

52.232-38 Submission of Electronic Funds Transfer Information with Offer

JUL 2013

CLAUSES INCORPORATED BY FULL TEXT

52.214-15 PERIOD FOR ACCEPTANCE OF BIDS (APR 1984)

In compliance with the solicitation, the bidder agrees, if this bid is accepted within 60 calendar days from the date specified in the solicitation for receipt of bids, to furnish any or all items upon which prices are bid at the price set opposite each item, delivered at the designated point(s), within the time specified in the Schedule.

(End of clause)

52.216-1 TYPE OF CONTRACT (APR 1984)

Section 00 21 00 - Page 6

The Government contemplates award of a Firm-Fixed Price contract resulting from this solicitation.

(End of provision)

52.222-23 NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE

EQUAL EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION (FEB 1999)

(a) The offeror's attention is called to the Equal Opportunity clause and the Affirmative Action Compliance Requirements for Construction clause of this solicitation.

(b) The goals for minority and female participation, expressed in percentage terms for the Contractor's aggregate workforce in each trade on all construction work in the covered area, are as follows:

Goals for minority participation for each trade

Goals for female participation for each trade

Harris County 27.3% 6.9%

These goals are applicable to all the Contractor's construction work performed in the covered area. If the Contractor performs construction work in a geographical area located outside of the covered area, the Contractor shall apply the goals established for the geographical area where the work is actually performed. Goals are published periodically in the Federal Register in notice form, and these notices may be obtained from any Office of Federal Contract Compliance Programs office.

(c) The Contractor's compliance with Executive Order 11246, as amended, and the regulations in 41 CFR 60-4 shall be based on (1) its implementation of the Equal Opportunity clause, (2) specific affirmative action obligations required by the clause entitled "Affirmative Action Compliance Requirements for Construction,'' and (3) its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, and in each trade. The Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor, or from project to project, for the sole purpose of meeting the Contractor's goals shall be a violation of the contract, Executive Order 11246, as amended, and the regulations in 41 CFR 60-4. Compliance with the goals will be measured against the total work hours performed.

(d) The Contractor shall provide written notification to the Deputy Assistant Secretary for Federal Contract Compliance, U.S. Department of Labor, within 10 working days following

Section 00 21 00 - Page 7 award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the --

(1) Name, address, and telephone number of the subcontractor;

(2) Employer's identification number of the subcontractor;

(3) Estimated dollar amount of the subcontract;

(4) Estimated starting and completion dates of the subcontract; and

(5) Geographical area in which the subcontract is to be performed.

(e) As used in this Notice, and in any contract resulting from this solicitation, the "covered area" is SMSA Harris County, Texas.

52.225-12 NOTICE OF BUY AMERICAN ACT REQUIREMENT-- CONSTRUCTION

MATERIALS UNDER TRADE AGREEMENTS (MAY 2014) ALTERNATE II (JUN 2009)

(a) Definitions. “Commercially available off-the-shelf (COTS) item,” “construction material,” “designated country construction material,” “domestic construction material,” and “foreign construction material,” as used in this provision, are defined in the clause of this solicitation entitled “Buy American Act-- Construction Materials Under Trade Agreements” (Federal Acquisition Regulation (FAR) clause 52.225-11).

(b) Requests for determination of inapplicability. An offeror requesting a determination regarding the inapplicability of the Buy American Act should submit the request to the Contracting Officer in time to allow a determination before submission of offers. The offeror shall include the information and applicable supporting data required by paragraphs (c) and (d) of FAR clause 52.225-11 in the request. If an offeror has not requested a determination regarding the inapplicability of the Buy American Act before submitting its offer, or has not received a response to a previous request, the offeror shall include the information and supporting data in the offer.

(c) Evaluation of offers. (1) The Government will evaluate an offer requesting exception to the requirements of the Buy American Act, based on claimed unreasonable cost of domestic construction materials, by adding to the offered price the appropriate percentage of the cost of such foreign construction material, as specified in paragraph (b)(4)(i) of FAR clause 52.225-11.

(2) If evaluation results in a tie between an offeror that requested the substitution of foreign construction material based on unreasonable cost and an offeror that did not request an

Section 00 21 00 - Page 8 exception, the Contracting Officer will award to the offeror that did not request an exception based on unreasonable cost.

(d) Alternate offers.

(1) When an offer includes foreign construction material, except foreign construction material from a designated country other than Bahrain, Mexico, or Oman that is not listed by the Government in this solicitation in paragraph (b)(3) of FAR clause 52.225-11, the offeror also may submit an alternate offer based on use of equivalent domestic or designated country construction material other than Bahrainian, Mexican, or Omani construction material.

(2) If an alternate offer is submitted, the offeror shall submit a separate Standard Form 1442 for the alternate offer, and a separate price comparison table prepared in accordance with paragraphs

(c) and (d) of FAR clause 52.225-11 for the offer that is based on the use of any foreign construction material for which the Government has not yet determined an exception applies.

(3) If the Government determines that a particular exception requested in accordance with paragraph (c) of FAR clause 52.225-11 does not apply, the Government will evaluate only those offers based on use of the equivalent domestic or designated country construction material other than Bahrainian, Mexican, or Omani construction material. An offer based on use of the foreign construction material for which an exception was requested--

(i) Will be rejected as nonresponsive if this acquisition is conducted by sealed bidding; or

(ii) May be accepted if revised during negotiations.

52.233-2 SERVICE OF PROTEST (SEP 2006)

(a) Protests, as defined in section 33.101 of the Federal Acquisition Regulation, that are filed directly with an agency, and copies of any protests that are filed with the Government Accountability Office (GAO), shall be served on the Contracting Officer (addressed as follows) by obtaining written and dated acknowledgment of receipt from the Contracting Officer, US Army Corps of Engineers, Galveston District, PO Box 1229, Galveston, Texas 77553-1229, submitting the protest at SWG-CT-protests@usace.army.mil .

(b) The copy of any protest shall be received in the office designated above within one day of filing a protest with the GAO.

52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995)

mailto:SWG-CT-%20%20protests@usace.army.mil

Section 00 21 00 - Page 9

(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.

(b) Site visits may be arranged during normal duty hours by contacting:

Name: Mr. Derek Anderson, Resident Engineer Address: US Army Corps of Engineers, Houston Resident Office, 2000 Fort Point Road, Galveston, Texas 77553.

Telephone: 409-766-3116

52.252-1 SOLICITATION PROVISIONS INCORPORATED BY REFERENCE (FEB 1998)

This solicitation incorporates one or more solicitation provisions by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. The offeror is cautioned that the listed provisions may include blocks that must be completed by the offeror and submitted with its quotation or offer. In lieu of submitting the full text of those provisions, the offeror may identify the provision by paragraph identifier and provide the appropriate information with its quotation or offer. Also, the full text of a solicitation provision may be accessed electronically at this/these address(es):

http://farsite.hill.af.mil/ http://farsite.hill.af.mil/

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 31 32.13 45

SUBSURFACE DRILLING AND SAMPLING INFORMATION

PART 1 GENERAL

1.1 SUMMARY

1.2 GEOTECHNICAL DATA

-- End of Section Table of Contents --

DOCUMENT 00 31 32.13 45 Page 1

DOCUMENT 00 31 32.13 45 Page 2

SECTION 00 31 32.13 45

SUBSURFACE DRILLING AND SAMPLING INFORMATION

PART 1 GENERAL

1.1 SUMMARY

This section provides the summary of field and laboratory findings of the subsurface drilling and sampling performed in 2013 for the project.

See Appendix A for Logs of 2013 Geotechnical Soil Borings and Results of Geotechnical Laboratory Testing. It is located at the end of this Contract Technical Specification Document.

1.2 GEOTECHNICAL DATA

The Government does not guarantee that borings indicate actual conditions, except for the exact locations and the time that they were made.

-- End of Document --

DOCUMENT 00 31 32.13 45 Page 3

DOCUMENT 00 31 32.13 45 Page 4

3/8 4 10 40 100 200 gravel sand silt clay sieve 200 C Wc γd C Wc γd C φ c̕ φ̕ Wc γd ft tsf tsf bl/ft % % % % % % % % % % % % % % % pcf ksf % pcf ksf % pcf ksf º ksf º % pcf 0-2 2.25/1.0 29 2-4 1.0/2.25 33

4-6 1.25/1.5 68 22 46 98 97 94 92 84 3 13 84 CH 26 95 1.96 26 95 CH**

6-8 1.1/1.7 34

8-10 2.0/0.4 13

10-12 0.40 13 100 100 99 85 44 17 0 83 12 5 17 SM 18

12-14 0.5/3.0 31 17 14-16 0.50 10 100 100 100 94 40 0 60 40 19 16-18 18-20 0.5/0 2.4 81 20-22 0.2/0 0.4 85 52 22-24 0/0.5 1.1 35

24-26 1.50 63 19 44 100 98 97 95 87 2 11 87 CH 27 97 0.33 7 0.31 16 27 97 CL**

26-28 0.3/2.5 31 28-30 0.5/4.0 25

30-32 3.25/2.1 66 24 42 100 100 100 100 90 0 10 90 CH 21 104 1.35 21 104 CH**

32-34 2.6/2.25 22

34-36 2.7/1.5 43 18 25 100 100 100 99 98 0 2 98 CL 20 109 2.11 20 109 CL**

36-38 0.75/1.75 23 38-40 0.75 21 40-42 0/0 0.40 24

42-44 2.85/0 2.10 17 100 99 99 98 97 87 1 12 65 22 87 ML 19

44-46 1.75/2.25 18

46-48 2.75 28 16 12 100 100 100 100 87 0 13 87 CL 17 112 0.69 17 112 CL**

48-50 3.50 16 50-52 3.0/3.5 18 52-54 3.75/4.0 20 113 54-56 2.0/3.5 21 56-58 4.25/3.0 21 58-60 3.25/2.75

0-2 0.3/1.5 100 100 99 98 97 93 0 7 33 60 93 2-4 0.75/1.7 31

4-6 1.1/1.0 67 20 47 100 100 99 98 94 0 6 94 CH 31 92 0.80 31 92 CH**

6-8 0.4/0.75 31

8-10 0.60 30 10-12 0/1.15 1.20 28 95

12-14 0.65 100 100 99 77 33 17 0 83 13 4 17 ML 19

14-16 <0.25 0.70 67 16-18 <0.25 0.20 65 61 18-20 <0.25 0.50 100 98 92 0 8 92 57 20-22 <0.25 0.60 90

22-24 <0.25 0.50 107 34 73 100 100 100 99 98 0 2 98 CH 81

24-26 <0.25 0.40 26-28 <0.25 0.40 75 28-30 <0.25 1.30

TV USCS

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Wc Atterberg Limits

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-B

Soil Particle Content γd

SUMMARY TABLE OF LABORATORY TEST DATA

Unconfined Compression UU Triaxial Test CU Triaxial Test

Client: QRIProject Name: Peggy Lake Placement Area

B or in g Depth LL PL PI

Field Tests

PP

Strenght Tests

Symbol Symbol

Terracon Project # : 92135218

% by weight passing sieve Grain Size Analysis

Symbol SPTn ft tsf tsf bl/ft % % % % % % % % % % % % % % % pcf ksf % pcf ksf % pcf ksf º ksf º % pcf

TV USCS

Symbol

Wc Atterberg Limits

Soil Particle Content γd

SUMMARY TABLE OF LABORATORY TEST DATA

Unconfined Compression UU Triaxial Test CU Triaxial Test

Client: QRIProject Name: Peggy Lake Placement Area

B or in g Depth LL PL PI

Field Tests

PP

Strenght Tests

Symbol Symbol

Terracon Project # : 92135218

% by weight passing sieve Grain Size Analysis

Symbol SPTn

0-2 >4.5/2.0 2-4 1.25 29 4-6 3.25/1.4 31

6-8 0.75/1.0 60 19 41 100 99 98 94 86 0 14 86 CH 26 98 1.09 26 98 CH**

8-10 2.1/0.5 33 10-12 0.5/0.75 34

12-14 0.5/1.5 60 17 43 100 100 100 99 93 0 7 93 CH 28 95 1.14 28 95 CH**

14-16 0.5/0 0.70 16 16-18 <0.25 0.20 8 100 98 97 77 13 2 85 13 18 18-20 20-22 0.6/0 0.40 54 69 22-24 0.5/0 0.90 100 100 100 100 99 97 0 3 31 66 97 83 54 24-26 0.3/0 1.10 82 26-28 0/0 0.60 97 28-30 0/0.3 0.60 90 30-32 0/0.3 0.80 25

32-34 0.75/0.35 100 100 100 100 95 64 0 36 27 37 64 28 96 0.81 28 96 CL**

34-36 0.7/2.05 25 36-38 1.85/1.8 73 25 48 100 100 98 97 95 0 5 95 CH 31 92 0.37 8 0.34 13 31 92 CH** 38-40 2.75 31 40-42 0.5/2.75 37 42-44 2.25/2.0

44-46 2.75/0.5 29 12 17 CL 18 113 0.97 18 113 CL**

46-48 1.1/3.0 48-50 2.5/3.0 18 50-52 >4.5/3.75 52-54 2.25/4.0 16 54-56 3.5/3.75 21 56-57 >4.5 19

0-2 0.75/0 1.70

2-4 0.4/0 0.40 35 14 21 100 100 100 98 52 0 48 52 CL 25 92

4-6 0.25/0 0.60 53 6-8 0.00 0.70 28

8-10 0.00 0.80 100 100 100 95 68 41 0 59 21 20 41 SM 29

10-12 0.3/0 0.90 86

12-14 0.00 0.90 96 24 72 100 100 100 100 94 0 6 94 CH 90

14-16 0.00 0.80 82 16-18 0.00 0.50 88

18-20 0.00 0.30 110 30 80 CH* 106 45

20-22 0.00 0.30 103 22-24 0.00 0.60 98 24-26 0.00 0.60 26-28 0.00 0.50 98 28-30 0.00 0.50

-B

-B ft tsf tsf bl/ft % % % % % % % % % % % % % % % pcf ksf % pcf ksf % pcf ksf º ksf º % pcf

TV USCS

Symbol

Wc Atterberg Limits

Soil Particle Content γd

SUMMARY TABLE OF LABORATORY TEST DATA

Unconfined Compression UU Triaxial Test CU Triaxial Test

Client: QRIProject Name: Peggy Lake Placement Area B or in g Depth LL PL PI

Field Tests

PP

Strenght Tests

Symbol Symbol

Terracon Project # : 92135218

% by weight passing sieve Grain Size Analysis

Symbol SPTn

0-2 >4.5/2.25

2-4 0.5/1.75 53 17 36 100 99 97 85 62 1 37 62 CH 20 106 1.59 20 106 CL**

4-6 0.75 25 6-8 0.75/2.1 25 99

8-10 0.9/0 0.00 61 18 43 100 98 97 91 80 3 17 80 CH 24 99 1.08 24 99 CH**

10-12 0.00 0.30 7 17 12-14 14-16 0.00 0.00 9 100 100 99 99 8 1 91 8 18 16-18 18-20 0.75 20 18 20-22

22-24 0.5/0 1.30 1 100 100 100 83 48 38 0 62 12 26 38 SC 45

24-26 0.00 2.20 121 33 88 100 100 100 100 98 0 2 98 CH 78 55 0.13 78 55 CH**

26-28 0.00 1.00 79 28-30 0/0 1.00 30-32 0.00 1.50 88

32-34 0.5/1.25 85 28 57 100 100 99 98 97 0 3 97 CH 36 86 0.88 36 86 CH**

34-36 2.00 32 36-38 2.15 32 38-40 0.75/1.75 72 24 48 100 98 97 96 95 2 3 95 CH 34 89 0.31 3 0.24 13 34 89 CH** 40-42 2.0/2.75 19 42-44 3.5/1.6 19 44-46 1.25/2.25 18 112 46-48 1.6/2.4 22 48-50 2.95/3.5

50-52 4.2/3.0 100 100 100 100 99 88 0 12 49 39 88 19 111 2.22 19 111 CL**

52-54 3.25/4.5 19 54-56 3.25/4.0 19 56-58 58-60

0-2 1.80 2-4 0.5/2.75 37

4-6 1.7/2.25 67 19 48 100 100 98 92 79 0 21 79 CH 23 101 1.64 23 101 CH**

6-8 1.00 27 98

8-10 0.00 0.00 19 100 100 99 85 28 12 0 88 8 4 12 SM 13

10-12 12-14 0.00 0.00 29 15 14-16 16-18 0.50 55 100 99 98 68 7 1 92 7 16 18-20 20-22 22-24 1.25 100 100 100 100 99 95 0 5 44 51 95 26

24-26 0.75 73 23 50 100 98 97 69 29 2 69 29 CH 34 90 1.13 34 90 CH**

26-28 0.00 2.50 60

28-30 1.15 80 25 55 100 100 100 99 92 0 8 92 CH 31 91 0.90 31 91 CH**

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-B ft tsf tsf bl/ft % % % % % % % % % % % % % % % pcf ksf % pcf ksf % pcf ksf º ksf º % pcf

TV USCS

Symbol

Wc Atterberg Limits

Soil Particle Content γd

SUMMARY TABLE OF LABORATORY TEST DATA

Unconfined Compression UU Triaxial Test CU Triaxial Test

Client: QRIProject Name: Peggy Lake Placement Area B or in g Depth LL PL PI

Field Tests

PP

Strenght Tests

Symbol Symbol

Terracon Project # : 92135218

% by weight passing sieve Grain Size Analysis

Symbol SPTn

30-32 0.00 2.20 78 32-34 0.00 3.10 73 34-36 0.2/0.7 1.70 61 18 43 100 100 99 99 80 0 20 80 CH 32 92 0.38 11 0.19 25 32 92 CH** 36-38 1.30 34 38-40 1.40 27 40-42 2.5/0.75 24 101 42-44 0.30 22 44-46 0.4/1.75 22

46-48 3.3/2.0 100 100 100 100 99 88 0 12 67 21 88 CL 19 110 0.72 19 110 CL**

48-50 >4.5/2.25 19 50-52 2.0/3.4 18 52-54 3.5/2.5 26 54-55 4.0/>4.5 55-57 3.75/3.75 21 57-59 59-61

0-2 <0.1 1.70 2-4 0.75 32

4-6 0.25 1.60 53 18 35 100 100 100 97 70 0 30 70 CH 37

6-8 <0.1 1.50 35

8-10 <0.1 0.70 100 100 100 97 72 48 0 52 24 24 48 SC-SM 42

10-12 0.60 17 12-14 0.70 16 14-16 0.70 27 16-18 0.00 62

18-20 0.00 1.00 83 25 58 100 100 100 98 96 94 0 6 44 50 94 CH 63 61 0.06 63 61

20-22 0.00 0.60 89

22-24 0.00 0.60 106 27 79 CH*

24-26 0.00 0.50 93 26-28 0.00 0.70 28-30 0.00 0.60 93

0-2 3.20 30

2-4 2.25 64 20 44 CH* 24 101 2.71 24 101 CH**

4-6 3.75 20 100 98 95 52 10 2 88 10 5 6-8

8-10 1.25 23 100 99 81 29 14 0 86 10 4 14 SM 15

10-12 12-14 1.25 5 43

14-16 1.50 80 23 57 100 100 99 99 86 0 14 86 CH 21 101 1.23 21 101 CH**

16-18 1.50 23 99 18-20 0.00 5.70 34

20-22 0.80 76 21 55 100 98 96 94 85 2 13 85 CH 26 98 0.38 6 0.28 16 26 98 CH**

22-24 1.75 29 24-26 2.75 35 26-28 0.75/1.75 26

28-30 1.8/0 3.20 119 30 89 100 100 99 0 1 99 CH 67 59 0.43 67 59 CH**

-B

-B

-B ft tsf tsf bl/ft % % % % % % % % % % % % % % % pcf ksf % pcf ksf % pcf ksf º ksf º % pcf

TV USCS

Symbol

Wc Atterberg Limits

Soil Particle Content γd

SUMMARY TABLE OF LABORATORY TEST DATA

Unconfined Compression UU Triaxial Test CU Triaxial Test

Client: QRIProject Name: Peggy Lake Placement Area B or in g Depth LL PL PI

Field Tests

PP

Strenght Tests

Symbol Symbol

Terracon Project # : 92135218

% by weight passing sieve Grain Size Analysis

Symbol SPTn

30-32 0/0 1.70 81 32-34 0/0 1.40 37 87 34-36 0.30 43 36-38 0/1.3 4.70 34 38-40 1.5/1.5 21 40-42 2.0/3.0 19 109 42-44 2.50 18 44-46 3.75/1.95 15

46-48 >4.5/>4.5 39 15 24 100 85 0 15 85 CL 16 115 2.27 16 115 CL**

48-50 >4.5/4.0 16 50-52 3.3/3.0 21 52-54 >4.5 23 54-56 >4.5 23 56-58 4.25 24 58-60 3.9/2.6

0-2 3.2/1.7 2-4 0/1.5 0.90 100 99 95 77 65 0 35 23 42 65 28 4-6 0.75 38 6-8 0.4/2.0 13

8-10 2.25/0.5 57 10-12 0.3/0.65 100 100 99 98 93 0 7 32 61 93 32 12-14 0/1.15 0.90 25 98 14-16 0.75/1.25 16-18 0.75/1.15 52

18-20 1.25/0 2.30 55 19 36 100 99 99 84 0 16 84 CH 26 101 0.60 26 101 CH**

20-22 0/2.0 1.10 39 22-24 0/0.2 2.30 42 24-26 0.45/1.25 30

26-28 0/<0.25 1.00 93 27 66 CH* 72

28-30 0/0 1.00

0-2 2.75/1.9 29 2-4 1.5/1.75 26

4-6 1.25/3.0 81 27 54 100 100 99 97 90 0 10 90 CH 30 93 1.24 30 93 CH**

6-8 2.3/-- 30

8-10 0.00 0.00 17 100 98 74 18 10 0 90 5 5 10 15 10-12 12-14 0.00 0.00 7 100 99 98 76 6 1 93 6 15

14-16 1.0/1.0 76 23 53 100 100 100 88 0 12 88 CH 22 103 1.19 22 103 CH**

16-18 1.40 29 18-20 1.10 25

20-22 0.75 83 23 60 CH* 28 96 2.70 28 96 CH**

22-24 0.75 34

24-26 1.25 77 24 53 100 100 100 99 0 1 99 CH 33 91 0.31 7 0.24 17 33 91 CH**

26-28 0.75 35 28-30 0.00 3.20 60 61

-B

-B

-B ft tsf tsf bl/ft % % % % % % % % % % % % % % % pcf ksf % pcf ksf % pcf ksf º ksf º % pcf

TV USCS

Symbol

Wc Atterberg Limits

Soil Particle Content γd

SUMMARY TABLE OF LABORATORY TEST DATA

Unconfined Compression UU Triaxial Test CU Triaxial Test

Client: QRIProject Name: Peggy Lake Placement Area B or in g Depth LL PL PI

Field Tests

PP

Strenght Tests

Symbol Symbol

Terracon Project # : 92135218

% by weight passing sieve Grain Size Analysis

Symbol SPTn

30-32 0.00 3.30 75 32-34 0/0.35 1.60 74

34-36 0.00 100 99 71 30 0 70 20 10 30 SM 23

36-38 1.85 5 21 38-40 2.0/1.5 18 113

40-42 2.15 100 100 99 96 85 0 15 85 85 17 115 1.35 17 115 CL**

42-44 >4.5 14 44-46 >4.5/2.3 17 46-48 3.20 48-50 3.40 17 50-52 3.70 19 52-54 2.5/>4.5 22 54-56 >4.5

56-58 4.50 70 22 48 100 100 99 0 1 99 CH 21

58-60 3.5/4.2

0-2 2.50 2-4 0.9/3.0 33

4-6 >4.5 95 26 69 100 100 99 95 0 5 95 CH 26 98 3.59 26 98 CH**

6-8 2.00 27

8-10 1.30 29 100 99 98 86 49 1 50 49 26 10-12 12-14 0.75 10 19 14-16 16-18 0.75 3 100 100 98 96 89 0 11 38 51 89 33 18-20 0.50 38

20-22 0.4/1.1 73 24 49 100 100 98 95 0 5 95 CH 32 91 0.22 9 0.24 17 32 91 CH**

22-24 0/0.2 0.30 58 24-26 0/0.5 2.50 71 55 26-28 0/0.8 0.20 43

28-30 0.6/1.0 27 96 0.61 27 96 CH**

30-32 0.7/0 2.50 113 33 80 100 99 98 91 66 1 33 66 CH 27 83 0.35 27 83 CH**

32-34 0.4/0.5 35 34-36 0.00 0

36-38 0.20 100 97 62 38 0 62 28 10 38 SM 25

38-40 0.00 40-42 0.00 7 24 42-44 0.00 27 44-46 0.00 46-48 0.00 100 100 94 85 0 15 48 37 85 35 48-50 0.00 27 50-52 0.00 52-54 0.00 27 102 54-56 0.00 24 56-58 0.00 3 22 58-60 0.00 9

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-B ft tsf tsf bl/ft % % % % % % % % % % % % % % % pcf ksf % pcf ksf % pcf ksf º ksf º % pcf

TV USCS

Symbol

Wc Atterberg Limits

Soil Particle Content γd

SUMMARY TABLE OF LABORATORY TEST DATA

Unconfined Compression UU Triaxial Test CU Triaxial Test

Client: QRIProject Name: Peggy Lake Placement Area B or in g Depth LL PL PI

Field Tests

PP

Strenght Tests

Symbol Symbol

Terracon Project # : 92135218

% by weight passing sieve Grain Size Analysis

Symbol SPTn

0-2 >4.5/1.5

2-4 2.0/>4.5 63 18 45 CH* 21 105 2.08 21 105 CH**

4-6 >4.5/3.0 24 6-8 2.5/1.9 31

8-10 0.00 0.00 23 100 100 99 75 38 30 1 69 9 21 30 SC 10

10-12 12-14 1.00 6 27

14-16 0.8/0.5 51 16 35 100 99 98 98 85 1 14 85 CH 19 108 1.39 19 108 CH**

16-18 1.4/0.5 27 18-20 0.4/0.3 36

20-22 0.5/1.6 76 22 54 100 100 100 99 0 1 99 CH 33 91 0.69 33 91 CH**

22-24 0.3/0 3.60 55

24-26 0.3/0 103 28 75 100 100 99 0 1 99 CH 69 59 0.28 8 0.25 20 69 59 CH**

26-28 0/0 1.80 69 28-30 0/0.2 1.00 30-32 0/0 0.70 70 32-34 0/0.75 0.70 85 34-36 0.00 1 28

36-38 0.00 100 100 97 44 23 0 77 16 7 23 SM 27

38-40 0/0.7 9 22 40-42 42-44 0.30 19 44-46 0.00 2.20 46-48 0/1.0 0.00 24 48-50 0/0.3 0.30 10 22 50-52 52-54 0.00 0.40 0 21 54-56

56-58 0/0.5 0.00 0 32 13 19 100 99 97 71 0 29 71 CL 33

58-60 0/0.3 0.10

0-2 1.75/1.15 100 100 99 97 84 0 16 35 49 84 40 2-4 0.4/0.2 0.20 4-6 0/0.5 0.80 46

6-8 0/0.8 1.20 91 29 62 100 100 99 86 0 14 86 CH 41

8-10 0/0.8 0.30 100 99 97 73 41 1 58 41 20 10-12 0/0.4 1.00 61 12-14 0/1.5 100 99 97 92 0 8 30 62 92 27 14-16 1.1/2.3 18 16-18 0/0.75 0.30 28

18-20 0/0.7 0.20 31 12 19 100 100 74 18 0 82 18 SC 25

20-22 0/1.45 23 22-24 2.00 24-26 1.0/0 0.60 56 26-28 0.00 0.40 57 28-30 0/0 0.70

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-B ft tsf tsf bl/ft % % % % % % % % % % % % % % % pcf ksf % pcf ksf % pcf ksf º ksf º % pcf

TV USCS

Symbol

Wc Atterberg Limits

Soil Particle Content γd

SUMMARY TABLE OF LABORATORY TEST DATA

Unconfined Compression UU Triaxial Test CU Triaxial Test

Client: QRIProject Name: Peggy Lake Placement Area B or in g Depth LL PL PI

Field Tests

PP

Strenght Tests

Symbol Symbol

Terracon Project # : 92135218

% by weight passing sieve Grain Size Analysis

Symbol SPTn

0-2 >4.5/1.3 24 2-4 1.0/>4.5 22

4-6 2.9/4.1 80 25 55 100 99 99 99 96 1 3 96 CH 24 101 4.21 24 101 CH**

6-8 2.55/1.3 36 88

8-10 0.45/0.5 18 20 10-12 0.20 0.20 6 100 100 87 4 0 96 4 22 12-14 14-16 0.0/1.1 1.90 10 29

16-18 0.3/1.1 81 25 56 100 99 97 94 79 1 20 79 CH* 21 102 1.23 21 102 CH**

18-20 0.5/0.95 35 20-22 0/0.6 0.30 19

22-24 0.60 50 100 90 39 17 0 83 10 7 17 SM 18

24-26 0 26-28 0.75/0 2.80 12 33

28-30 0/0.25 2.20 95 27 68 100 100 95 0 5 95 CH 58 66 0.31 5 0.28 21 58 66 CH**

30-32 0/0 1.10 32-34 0/0.3 0.40 35 34-36 0/0 0.70 22 36-38 0/0 0.60 22 38-40 0/0 1.00 27 97 40-42 0/0 0.60 100 100 91 61 0 39 48 13 61 25 42-44 0/0.25 0.70 23 44-46 0/0 0.40 22

46-48 0/0 0.70 21 16 5 100 100 99 45 0 55 45 SC-SM 22 107 0.30 22 107 SC**

48-50 0/0 0.40 26 50-52 0.00 0.50 11 52-54 0/0 1.00 21 54-56 0.00 0.60 56-58 0.00 0.70 24 58-60 0.00 0.50

0-2 0.95 2-4 >4.5/0 3.00 48

4-6 2.2/0 1.30 100 97 91 87 0 13 31 56 87 64 67 0.20 64 67 CH**

6-8 0/0 0.90

8-10 0/0.7 0.80 70 25 45 100 99 91 0 9 91 CH 40 82

10-12 0.5/.45 54

12-14 0/0.8 0.70 100 99 74 10 6 0 94 4 2 6 SP-SM 17

14-16 0.00 2.30 28 16-18 <0.25/<0.25 2.30 82 18-20 1.05/0 1.00 24 20-22 22-24 24-26 26-28 28-30

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-B ft tsf tsf bl/ft % % % % % % % % % % % % % % % pcf ksf % pcf ksf % pcf ksf º ksf º % pcf

TV USCS

Symbol

Wc Atterberg Limits

Soil Particle Content γd

SUMMARY TABLE OF LABORATORY TEST DATA

Unconfined Compression UU Triaxial Test CU Triaxial Test

Client: QRIProject Name: Peggy Lake Placement Area B or in g Depth LL PL PI

Field Tests

PP

Strenght Tests

Symbol Symbol

Terracon Project # : 92135218

% by weight passing sieve Grain Size Analysis

Symbol SPTn

0-2 1.8/>4.5 18 2-4 1.5/2.25 25 4-6 3.75 12 25

6-8 3.75 77 23 54 100 100 100 98 92 0 8 92 CH 27 96 2.31 27 96 CH**

8-10 1.25 89 100 99 98 79 10 1 89 10 7 10-12 12-14 1.00 11 43 14-16 1.35 25

16-18 1.10 70 20 50 100 100 99 98 0 2 98 CH 31 93 0.36 10 0.24 25 31 93 CH**

18-20 0/2.25 0.00 17 100 100 99 81 35 0 65 35 22 20-22 22-24 0.00 0.00 25 24-26 26-28 0.30

28-30 0.00 0.00 1 100 100 92 22 12 12 0 88 7 5 12 SM 20

30-32 0/0 0.00 32-34 0.00 0.40 13 27 34-36 36-38 0/0 0.50 0 25 38-40 0/0 0.50 30

40-42 0/0.25 0.50 21 13 8 100 100 94 46 0 54 46 SC 21 108 0.30 21 108 CLS**

42-44 0/0 0.70 25 44-46 0/0 0.20 24 46-48 0/0 1.20 25 48-50 0.00 0.00 50-52 0.50 0.50 1 20 52-54 54-56 0/0 0.70 1 100 99 93 58 0 42 58 33 56-58 58-60 0.00 0.00 0

0-2 2.00 2-4 3.50 21 4-6 2.00 15 6-8 1.50 27

8-10 1.50 66 20 46 100 99 99 98 92 0 8 92 CH 31 89 0.76 31 89 CH**

10-12 1.00 24 99 12-14 2.00 27 11 16 99 97 95 86 38 3 59 38 SC 13 120 0.54 24 0.26 31 13 120 CLS** 14-16 5 16-18 31 13 18-20 20-22 5 18 22-24 24-26 7 100 93 91 70 7 7 86 7 20 26-28 28-30 10 21

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-B ft tsf tsf bl/ft % % % % % % % % % % % % % % % pcf ksf % pcf ksf % pcf ksf º ksf º % pcf

TV USCS

Symbol

Wc Atterberg Limits

Soil Particle Content γd

SUMMARY TABLE OF LABORATORY TEST DATA

Unconfined Compression UU Triaxial Test CU Triaxial Test

Client: QRIProject Name: Peggy Lake Placement Area B or in g Depth LL PL PI

Field Tests

PP

Strenght Tests

Symbol Symbol

Terracon Project # : 92135218

% by weight passing sieve Grain Size Analysis

Symbol SPTn

30-32 32-34 0.75 3 68

34-36 34 18 16 100 100 23 0 77 23 SC 26 101 0.35 26 101 CL-ML**

36-38 26 102 38-40 23

40-42 24 16 8 100 100 99 74 0 26 74 CL

42-44 0 44-46 39

46-48 0.75 48 76 0.34 48 76 CH**

48-50 1.00 50-52 38 52-54 32 54-56 56-58 22 58-60

0-2 1.9/0.8

2-4 3.1/0.9 98 31 67 100 100 73 0 27 73 CH 33

4-6 0/2.2 1.50 30

6-8 0/2.8 1.40 100 99 99 89 0 11 89 31 95 2.89 23 100 CH**

8-10 1.6/1.05 33 12 21 100 99 85 57 57 CL*

10-12 0.50 20 12-14 1.55 19 14-16 0.3/0.8 100 98 89 86 0 14 24 62 86 35 16-18 1.20 18 18-20 0.8/1.6 22 20-22 0.25/0 0.60 100 100 69 0 31 69 36 22-24 0/2.2 2.50 58 24-26 0.50 18 26-28 2.0/3.6 15 28/30 1.75/0 2.00 0-2 2.75 2-4 4.00 23

4-6 3.50 68 19 49 100 100 98 78 0 22 78 CH 20 107 3.38 20 107 CH**

6-8 3.00 24 101

8-10 1.75 30

10-12 1.25 72 24 48 100 100 100 95 0 5 95 CH 35 89 0.74 35 89 CH**

12-14 3.00 27 14-16 3.00 31

16-18 2.75 75 22 53 100 98 97 96 89 2 9 89 CH 29 96 2.56 29 96 CH**

18-20 2.50 20-22 13 100 98 3 0 97 3 22 22-24 24-26 2 22 26-28

28-30 0.75 0 117 30 87 100 100 96 0 4 96 CH

-B

-B

-B ft tsf tsf bl/ft % % % % % % % % % % % % % % % pcf ksf % pcf ksf % pcf ksf º ksf º % pcf

TV USCS

Symbol

Wc Atterberg Limits

Soil Particle Content γd

SUMMARY TABLE OF LABORATORY TEST DATA

Unconfined Compression UU Triaxial Test CU Triaxial Test

Client: QRIProject Name: Peggy Lake Placement Area B or in g Depth LL PL PI

Field Tests

PP

Strenght Tests

Symbol Symbol

Terracon Project # : 92135218

% by weight passing sieve Grain Size Analysis

Symbol SPTn

30-32 2.00 61 63

32-34 1.25 73 21 52 CH* 18

34-36 0.75 97 26 71 100 100 94 0 6 94 CH 52 68 0.51 8 0.21 23 52 68 CH**

36-38 1.75 28 38-40 1.50 26 40-42 2.25 35 42-44 1.50 29 100 44-46 1.00 25 46-48 1.50 34

48-50 1.00 42 15 27 100 100 100 97 82 58 0 42 27 31 58 CL 30 98 0.41 30 98 CH**

50-52 1.25 26 52-54 1.25 54-56 1.50 31 56-58 1.00 29 58-60 1.00

0-2 0.50

2-4 0.40 74 25 49 100 100 99 66 0 34 66 CH 38

4-6 5

6-8 0.45 100 100 85 24 12 0 88 6 6 12 SC-SM 11

8-10 0.26

10-12 0.00 100 100 96 52 27 0 73 17 10 27 SM 29

12-14 0.30 14-16 0.00 2.80 32 16-18 1.00 100 100 96 20 0 80 20 22 18-20

20-22 0.00 2.00 62 24 38 100 100 98 66 0 34 66 CH 46

22-24 0.10 1.30 24-26 0/0.3 0.50 53 26-28 0.10 0.90 28 28-30 0.10 1.20

0-2 0.75 29 2-4 1.0/3.0 30

4-6 2.50 66 21 45 100 100 98 77 0 23 77 CH 21 107 3.46 21 107 CH**

6-8 5

8-10 12 7 10-12 12-14 36 100 99 87 20 15 0 85 15 9 14-16 16-18 4 22 18-20

20-22 4 100 100 93 41 18 0 82 14 4 18 SM 22

22-24 24-26 1.00 6 20 26-28 21

-B

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-B ft tsf tsf bl/ft % % % % % % % % % % % % % % % pcf ksf % pcf ksf % pcf ksf º ksf º % pcf

TV USCS

Symbol

Wc Atterberg Limits

Soil Particle Content γd

SUMMARY TABLE OF LABORATORY TEST DATA

Unconfined Compression UU Triaxial Test CU Triaxial Test

Client: QRIProject Name: Peggy Lake Placement Area B or in g Depth LL PL PI

Field Tests

PP

Strenght Tests

Symbol Symbol

Terracon Project # : 92135218

% by weight passing sieve Grain Size Analysis

Symbol SPTn

28-30 2.00 37 30-32 1.00 69

32-34 1.00 73 21 52 100 100 87 0 13 87 CH 46 75 0.36 6 0.24 19 46 75 CH**

34-36 1.00 39 89

36-38 1.00 25 18 7 100 100 57 0 43 57 CL-ML 25

38-40 1.00 46 40-42 0.75/-- 4.50 31 42-44 1.00 24 104 44-46 1.00 32

46-48 3.50 66 18 48 100 100 100 100 91 0 9 91 CH 39 83 0.61 39 83 CH**

48-50 1.00 41 50-52 2.75 20 52-54 2.50 18 54-56 2.50 25 56-58 3.0/4.5 32 58-60 4.00

0-2 1.25 25

2-4 1.25 52 16 36 100 100 99 97 88 0 12 42 46 88 CH 24 100 1.01 24 100 CH**

4-6 22 6-8 12

8-10 18 10-12 12-14 19 100 100 88 13 0 87 13 17 14-16 16 19 16-18 18-20 1.50 8 28

20-22 1.25 75 22 53 100 99 88 88 0 12 88 CH 30 93 0.19 6 0.15 20 30 93 CH**

22-24 2.00 24 99 24-26 1.50 26

26-28 1.00 105 29 76 100 100 100 98 0 2 98 CH 60 64 0.53 60 64 CH**

28-30 1.25 31 30-32 1.00 32 32-34 1.00 2.25 31 34-36 0.75 23 104 36-38 0.50 27 38-40 1.00 24 40-42 2.00 23

42-44 2.00 45 14 31 100 98 87 95 78 2 20 78 CL 22 106 0.46 22 106 CH**

44-46 3.00 19 46-48 3.25 18 48-50 3.00 18 50-52 2.50 19 109 52-54 1.0/>4.5 19 54-56 3.75/4.5 20 56-58 3.00 58-60 4.00

-B

-B ft tsf tsf bl/ft % % % % % % % % % % % % % % % pcf ksf % pcf ksf % pcf ksf º ksf º % pcf

TV USCS

Symbol

Wc Atterberg Limits

Soil Particle Content γd

SUMMARY TABLE OF LABORATORY TEST DATA

Unconfined Compression UU Triaxial Test CU Triaxial Test

Client: QRIProject Name: Peggy Lake Placement Area B or in g Depth LL PL PI

Field Tests

PP

Strenght Tests

Symbol Symbol

Terracon Project # : 92135218

% by weight passing sieve Grain Size Analysis

Symbol SPTn

0-2 0.75 42 2-4 0/0.7 55

4-6 0.10 1.60 94 30 64 100 99 99 97 82 1 17 82 CH 45

6-8 0.20 1.80 30

8-10 0.10 0.60 29 13 16 100 100 99 95 38 0 62 38 SC* 25

10-12 0.10…