B3_W9126G18B0026-Specs.pdf

SOLICITATION NO. W9126G18B0026

GULF INTRACOASTAL WATERWAY,

TEXAS PLACEMENT AREA NO. 86/87

IN BRAZORIA COUNTY, TEXAS

PROJECT MANUAL FOR

CONTAINMENT DIKE RAISE

JULY 2018

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.

ROBERT C. THOMAS, P.E.

CHIEF, ENGINEERING AND CONSTRUCTION DIVISION

M3ECXJLK

Typewritten Text for

SWG FILE NO.: IWW 1150-1134 SOLICITATION NO.:W9126G18B0026

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 BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

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 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 14 13.23 45 STRIPPING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 92 19.10 45 TURFING

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 1

W45VAK81364593

THE SOLICITATION IS BEING ISSUED AS A 100% TOTAL SMALL BUSINESS SET-ASIDE PROCUREMENT FOR GULF INTRACOASTAL WATERWAY, TEXAS, PLACEMENT AREA NO. 86/87 CONTAINMENT DIKE RAISE AND IMPROVEMENTS, BRAZORIA COUNTY, TEXAS.

PER AFARS 5231.702(B) ‘FUNDS ARE NOT PRESENTLY AVAILABLE FOR THIS ACQUISITION. NO CONTRACT WILL BE MADE UNTIL

APPROPRIATED FUNDS ARE MADE AVAILABLE.”

ESTIMATE CONSTRACTION RANGE (FAR 36.302) – THE ESTIMATED PRICE RANGE OF THE PROPOSED CONSTRUCTION IS BETWEEN

$1,000,000.00 AND $5,000,000.00.

X

TRACI D ROBICHEAUX 409 766 6306

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

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

NEGOTIATED

09-Jul-2018

(RFP)

(IFB)

CALL:

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 ________400 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 specif ied in Item 8 by ___________ local time ______________08 Aug 2018 (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

US ARMY CORPS OF ENGINEERS FORT WORTH

2000 FORT POINT ROAD

GALVESTON TX 77550-1229

W9126G CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM (hour) Sealed envelopes containing offers

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

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

409 766 3010FAX:TEL: 409 766 3845 TEL: FAX:

W9126G18B0026

PAGE OF PAGES

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

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 11 00.00 45

BID SCHEDULE

PART 1 GENERAL

1.1 SCHEDULE NO. 1

-- End of Section Table of Contents --

DOCUMENT 00 11 00.00 45 Page 1

SECTION 00 11 00.00 45

BID SCHEDULE

PART 1 GENERAL

1.1 SCHEDULE NO. 1

(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 Drop-Outlet Structure Rehabilitation

1 JOB SUM $___________

0003 Semi-Compacted Containment Dike Raise

91,700 C.Y. $_________ $___________

0004 Uncompacted Training Dike Raise

75,700 C.Y. $_________ $___________

0005 Turfing

1 JOB SUM $___________

TOTAL SCHEDULE NO. 1 $___________

NOTE: 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 2

SWG FILE NO.:IWW 1150-1134 SOLICITATION NO.:W9126G18B0026

Section 00 21 00 - Page 1

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

GENERAL REQUIREMENTS

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

The estimated price range of the proposed construction is between $1,000,000 and $5,000,000.

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. You may register with the SAM at https://www.sam.gov

1.3 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE (18 MAR 2013) (UAI

31.105-100)

In accordance with FAR 31.105(d)(2)(i)(b), equipment ownership and operating cost shall be determined using EP 1110-1-8, Construction Equipment Ownership and Operating Expense Schedule.

1.4 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 __________________

Section 00 21 00 - Page 2

(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.

1.5 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.

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

All information required by the terms of the Invitation 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 bid. Check as you read.

Have you acknowledged all amendments?

Have you completed SECTION 00 45 00, REPRESENTATIONS &

CERTIFICATIONS portion of the bid package?

Is your bid properly signed?

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

Is your bid guarantee in the proper amount? Bid guarantee shall be in the amount of 20 percent of the amount of the bid, 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 bid the same on your bid as on your bid bond?

If required have you entered a unit price for each bid item?

(The Invitation 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 bid price correct?

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

I have not restricted my bid by altering the provisions of the Invitation.

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/Fort Worth District may take formal action. See Section entitled "Specific Project Requirements".

1.7 SPECIAL INSTRUCTIONS PERTAINING TO ELECTRONIC BID SUBMISSION: (FAR

14.302 and 14.304)

Section 00 21 00 - Page 3

Bids and a copy of the SF24 Bid Bond must be delivered via the AMRDEC website, not later than the due date and time indicated on this amendment.

No hand carried bids or amendments to bids will be accepted.

Original copies of the Bid Bond shall be submitted to USACE, Galveston District, ATTN: Traci D. Robicheaux, 2000 Fort Point Road, Galveston, Texas 77550-1229, on or before the bid opening date and time.

SENDING FILES:

The AMRDEC SAFE application can be accessed via https://safe.amrdec.army.mil/safe .

• Proceed as Guest - Select this option if you do not have a CAC .

After selecting one of the options above, the page will be redirected to the package upload form. Fill in all the required input fields:

• Your Name - Your name;

• Your Email address - Your email address;

• Confirm Your Email Address - Re-enter your email address;

• Description of File(s) - Enter a description for the package; including solicitation number and bid opening date/time.

• File(s) - Click the "Browse" button to select your file(s). You may add up to 25 files per package, so long as the total file size does not exceed 2GB;

• Deletion Date - Select a date for the package to be deleted from SAFE.

The maximum (which is also the default) is two weeks (14 days) from today;

• Provide an email address to give access to - Enter ALL of the following email addresses here and click "Add"”

• curtis.cole@usace.army.mil

• maria.e.rodriguez@usace.army.mil

• lucille.r.smith@usace.army.mil

• traci.d.robicheaux@usace.army.mil

• william.bondurant@usace.army.mil

• aldrich.a.nichols@usace.army.mil

• Grant access to these people - This is the list of people you have granted access to the package. To remove a recipient, highlight their name and click the "Remove" button;

• Caveats - Default is "None";

• Encrypt email message when possible - Attempt to encrypt the package's notification email to each recipient;

• Notify me when files are downloaded - You (the sender) will receive a notification via email when a recipient downloads the package;

https://safe.amrdec.army.mil/safe mailto:curtis.cole@usace.army.mil mailto:maria.e.rodriguez@usace.army.mil mailto:lucille.r.smith@usace.army.mil mailto:traci.d.robicheaux@usace.army.mil mailto:william.bondurant@usace.army.mil

Section 00 21 00 - Page 4

• Require CAC for pickup – Require the recipient to be logged in with a valid US DoD-issued CAC to download the file(s). Recipients without a CAC will not be able to download the package.

Clicking the "Submit" button will upload the files and submit the package.

Guest users will need to check their email to verify their email address before the recipients will be notified.

1.8 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: W9126G18B0026

The Bidder Inquiry Key is: HGWUPV-4A3D53

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.

5. Offers will be publicly opened at the date/time stated in the solicitation.

1.9 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 http://www.projnet.org/projnet

Section 00 21 00 - Page 5

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

CLAUSES INCORPORATED BY REFERENCE

52.204-7 System for Award Management OCT 2016 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

52.232-38 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 (60 calendar days unless a different period is inserted by the bidder) 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)

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

Section 00 21 00 - Page 6 construction work in the covered area, are as follows:

Goals for minority participation for each trade

Goals for female participation for each trade

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 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 Texas, Brazoria County.

52.225-10 NOTICE OF BUY AMERICAN REQUIREMENT--CONSTRUCTION MATERIALS (MAY

2014)

Section 00 21 00 - Page 7

(a) Definitions. “Commercially available off-the-shelf (COTS) item,” “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 --Construction Materials” (Federal Acquisition Regulation (FAR) clause 52.225-9).

(b) Requests for determinations of inapplicability. An offeror requesting a determination regarding the inapplicability of the Buy American statute 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 the clause at FAR 52.225-9 in the request. If an offeror has not requested a determination regarding the inapplicability of the Buy American statute 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 statute, based on claimed unreasonable cost of domestic construction material, by adding to the offered price the appropriate percentage of the cost of such foreign construction material, as specified in paragraph (b)(3)(i) of the clause at

FAR 52.225-9.

(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 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 not listed by the Government in this solicitation in paragraph (b)(2) of the clause at FAR 52.225-9, the offeror also may submit an alternate offer based on use of equivalent domestic 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 the clause at FAR 52.225-9 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 the clause at FAR 52.225-9 does not apply, the Government will evaluate only those offers based on use of the equivalent domestic construction material, and the offeror shall be required to furnish such domestic 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.

Section 00 21 00 - Page 8

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 SWF-protest@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)

(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: Jantzen Miller Address: jantzen.c.miller@usace.army.mil Telephone: 409-766-3123

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 mailto:SWF-protest@usace.army.mil mailto:SWF-protest@usace.army.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

SECTION 00 31 32.13 45

SUBSURFACE DRILLING AND SAMPLING INFORMATION

PART 1 GENERAL

1.1 SUMMARY

This section provides subsurface drilling and sampling information for the project.

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 2

Electronic Filename:

20-CPT-3.cpt

Depth (ft)

GIWW 86_87

Freeport, TX

Elevation:

Water Depth:

Total Depth:

9.41

20.3 ftProbe ID/Net Area Ratio:

Feb. 12, 2017 Dokter USACE, Savannah District

Date:

Operator:

Drilling Agency: DDG1069 / 0.8

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D Y

N A

M

IC

B O

T T

O M

L E

G E

N D

G

IW

W

_8 7.

G P

J U

S A

C E

W

IT

H R

A P

ID

C

P T

2_

9_

.G D

T

/2 7/

Northing:

Easting:

13528523 3132878

1 - sensitive fine grained

2 - organic material

3 - clay

4 - silty clay to clay

5 - clayey silt to silty clay

6 - sandy silt to clayey silt

10 - gravelly sand to sand

11 - very stiff fine grained (*)

12 - sand to clayey sand (*)

7 - silty sand to sandy silt

8 - sand to silty sand

9 - sand

1 2 3 4 5 6 7 8 9 1011

SBT RF

MAI = 1

(1986)

0 50 100 150

Pore Pressure u2

(psi) 0 50 100 150 u0

Depth (ft)

Tip Resistance qt

(tsf) 100 200 300 400

Friction Ratio Rf

2 4 6 8

Sleeve Friction fs

(tsf)

1.2 2.4 3.6 4.8 100 1000 10000

Undrained Shear Strength Su

(psf)

2418126 qt

(tsf) Su (2) Su (3)

Su (5)

Cone Penetration Test 20-CPT-3

20-CPT-4.cpt

Depth (ft)

GIWW 86_87

Freeport, TX

Elevation:

Water Depth:

Total Depth:

14.33

20.7 ftProbe ID/Net Area Ratio:

Feb. 10, 2017 Dokter USACE, Savannah District

Date:

Operator:

Drilling Agency: DDG1069 / 0.8

C P

T R

E P

O R

T

D Y

N A

M

IC

B O

T T

O M

L E

G E

N D

G

IW

W

_8 7.

G P

J U

S A

C E

W

IT

H R

A P

ID

C

P T

2_

9_

.G D

T

/2 7/

Northing:

Easting:

13531708 3134350

1 - sensitive fine grained

2 - organic material

3 - clay

4 - silty clay to clay

5 - clayey silt to silty clay

6 - sandy silt to clayey silt

10 - gravelly sand to sand

11 - very stiff fine grained (*)

12 - sand to clayey sand (*)

7 - silty sand to sandy silt

8 - sand to silty sand

9 - sand

1 2 3 4 5 6 7 8 9 1011

SBT RF

MAI = 1

(1986)

0 50 100 150

Undrained Shear Strength Su

(psf)

Pore Pressure u2

(psi) 0 50 100 150 u0

Depth (ft)

Tip Resistance qt

(tsf) 100 200 300 400

Friction Ratio Rf

2 4 6 8

Sleeve Friction fs

(tsf)

1.2 2.4 3.6 4.8 100 1000 10000

2418126 qt

(tsf) Su (2) Su (3)

Su (5)

Cone Penetration Test 20-CPT-4

20-CPT-5.cpt

Depth (ft)

GIWW 86_87

Freeport, TX

Elevation:

Water Depth:

Total Depth:

20.2 ftProbe ID/Net Area Ratio:

Feb. 12, 2017 Dokter USACE, Savannah District

Date:

Operator:

Drilling Agency: DDG1069 / 0.8

C P

T R

E P

O R

T

D Y

N A

M

IC

B O

T T

O M

L E

G E

N D

G

IW

W

_8 7.

G P

J U

S A

C E

W

IT

H R

A P

ID

C

P T

2_

9_

.G D

T

/2 7/

Northing:

Easting:

13530140 3131353

1 - sensitive fine grained

2 - organic material

3 - clay

4 - silty clay to clay

5 - clayey silt to silty clay

6 - sandy silt to clayey silt

10 - gravelly sand to sand

11 - very stiff fine grained (*)

12 - sand to clayey sand (*)

7 - silty sand to sandy silt

8 - sand to silty sand

9 - sand

1 2 3 4 5 6 7 8 9 1011

SBT RF

MAI = 1

(1986)

0 50 100 150

Pore Pressure u2

(psi) 0 50 100 150 u0

Depth (ft)

Tip Resistance qt

(tsf) 100 200 300 400

Friction Ratio Rf

2 4 6 8

Sleeve Friction fs

(tsf)

1.2 2.4 3.6 4.8 100 1000 10000

Undrained Shear Strength Su

(psf)

2418126 qt

(tsf) Su (2) Su (3)

Su (5)

Cone Penetration Test 20-CPT-5

60-CPT-3.cpt

Depth (ft)

GIWW 86_87

Freeport, TX

Elevation:

Water Depth:

Total Depth:

18.3

60.4 ftProbe ID/Net Area Ratio:

Feb. 10, 2017 Dokter USACE, Savannah District

Date:

Operator:

Drilling Agency: DDG1069 / 0.8

C P

T R

E P

O R

T

D Y

N A

M

IC

B O

T T

O M

L E

G E

N D

G

IW

W

_8 7.

G P

J U

S A

C E

W

IT

H R

A P

ID

C

P T

2_

9_

.G D

T

/2 7/

Northing:

Easting:

13527090 3131638

1 - sensitive fine grained

2 - organic material

3 - clay

4 - silty clay to clay

5 - clayey silt to silty clay

6 - sandy silt to clayey silt

10 - gravelly sand to sand

11 - very stiff fine grained (*)

12 - sand to clayey sand (*)

7 - silty sand to sandy silt

8 - sand to silty sand

9 - sand

1 2 3 4 5 6 7 8 9 1011

SBT RF

MAI = 1

(1986)

0 50 100 150

Pore Pressure u2

(psi) 0 50 100 150 u0

Depth (ft)

Tip Resistance qt

(tsf) 100 200 300 400

Friction Ratio Rf

2 4 6 8

Sleeve Friction fs

(tsf)

1.2 2.4 3.6 4.8 100 1000 10000

Undrained Shear Strength Su

(psf)

2418126 qt

(tsf) Su (2) Su (3)

Su (5)

Cone Penetration Test 60-CPT-3

60-CPT-4.cpt

Depth (ft)

GIWW 86_87

Freeport, TX

Elevation:

Water Depth:

Total Depth:

17.3

60.5 ftProbe ID/Net Area Ratio:

Feb. 10, 2017 Dokter USACE, Savannah District

Date:

Operator:

Drilling Agency: DDG1069 / 0.8

C P

T R

E P

O R

T

D Y

N A

M

IC

B O

T T

O M

L E

G E

N D

G

IW

W

_8 7.

G P

J U

S A

C E

W

IT

H R

A P

ID

C

P T

2_

9_

.G D

T

/2 7/

Northing:

Easting:

13527985 3133509

1 - sensitive fine grained

2 - organic material

3 - clay

4 - silty clay to clay

5 - clayey silt to silty clay

6 - sandy silt to clayey silt

10 - gravelly sand to sand

11 - very stiff fine grained (*)

12 - sand to clayey sand (*)

7 - silty sand to sandy silt

8 - sand to silty sand

9 - sand

1 2 3 4 5 6 7 8 9 1011

SBT RF

MAI = 1

(1986)

0 50 100 150

Pore Pressure u2

(psi) 0 50 100 150 u0

Depth (ft)

Tip Resistance qt

(tsf) 100 200 300 400

Friction Ratio Rf

2 4 6 8

Sleeve Friction fs

(tsf)

1.2 2.4 3.6 4.8 100 1000 10000

Undrained Shear Strength Su

(psf)

2418126 qt

(tsf) Su (2) Su (3)

Su (5)

Cone Penetration Test 60-CPT-4

60-CPT-5.cpt

Depth (ft)

GIWW 86_87

Freeport, TX

Elevation:

Water Depth:

Total Depth:

16.75

56.4 ftProbe ID/Net Area Ratio:

Feb. 10, 2017 Dokter USACE, Savannah District

Date:

Operator:

Drilling Agency: DDG1069 / 0.8

C P

T R

E P

O R

T

D Y

N A

M

IC

B O

T T

O M

L E

G E

N D

G

IW

W

_8 7.

G P

J U

S A

C E

W

IT

H R

A P

ID

C

P T

2_

9_

.G D

T

/2 7/

Northing:

Easting:

13529303 3132589

1 - sensitive fine grained

2 - organic material

3 - clay

4 - silty clay to clay

5 - clayey silt to silty clay

6 - sandy silt to clayey silt

10 - gravelly sand to sand

11 - very stiff fine grained (*)

12 - sand to clayey sand (*)

7 - silty sand to sandy silt

8 - sand to silty sand

9 - sand

1 2 3 4 5 6 7 8 9 1011

SBT RF

MAI = 1

(1986)

0 50 100 150

Pore Pressure u2

(psi) 0 50 100 150 u0

Depth (ft)

Tip Resistance qt

(tsf) 100 200 300 400

Friction Ratio Rf

2 4 6 8

Sleeve Friction fs

(tsf)

1.2 2.4 3.6 4.8 100 1000 10000

Undrained Shear Strength Su

(psf)

2418126 qt

(tsf) Su (2) Su (3)

Su (5)

Cone Penetration Test 60-CPT-5

60-CPT-6.cpt

Depth (ft)

GIWW 86_87

Freeport, TX

Elevation:

Water Depth:

Total Depth:

13.8

60.7 ftProbe ID/Net Area Ratio:

Feb. 10, 2017 Dokter USACE, Savannah District

Date:

Operator:

Drilling Agency: DDG1069 / 0.8

C P

T R

E P

O R

T

D Y

N A

M

IC

B O

T T

O M

L E

G E

N D

G

IW

W

_8 7.

G P

J U

S A

C E

W

IT

H R

A P

ID

C

P T

2_

9_

.G D

T

/2 7/

Northing:

Easting:

13530259 3132111

1 - sensitive fine grained

2 - organic material

3 - clay

4 - silty clay to clay

5 - clayey silt to silty clay

6 - sandy silt to clayey silt

10 - gravelly sand to sand

11 - very stiff fine grained (*)

12 - sand to clayey sand (*)

7 - silty sand to sandy silt

8 - sand to silty sand

9 - sand

1 2 3 4 5 6 7 8 9 1011

SBT RF

MAI = 1

(1986)

0 50 100 150

Pore Pressure u2

(psi) 0 50 100 150 u0

Depth (ft)

Tip Resistance qt

(tsf) 100 200 300 400

Friction Ratio Rf

2 4 6 8

Sleeve Friction fs

(tsf)

1.2 2.4 3.6 4.8 100 1000 10000

Undrained Shear Strength Su

(psf)

2418126 qt

(tsf) Su (2) Su (3)

Su (5)

Cone Penetration Test 60-CPT-6

60-CPT-7.cpt

Depth (ft)

GIWW 86_87

Freeport, TX

Elevation:

Water Depth:

Total Depth:

8.2

60.0 ftProbe ID/Net Area Ratio:

Feb. 9, 2017 Dokter USACE, Savannah District

Date:

Operator:

Drilling Agency: DDG1069 / 0.8

C P

T R

E P

O R

T

D Y

N A

M

IC

B O

T T

O M

L E

G E

N D

G

IW

W

_8 7.

G P

J U

S A

C E

W

IT

H R

A P

ID

C

P T

2_

9_

.G D

T

/2 7/

Northing:

Easting:

13531933 3134717

1 - sensitive fine grained

2 - organic material

3 - clay

4 - silty clay to clay

5 - clayey silt to silty clay

6 - sandy silt to clayey silt

10 - gravelly sand to sand

11 - very stiff fine grained (*)

12 - sand to clayey sand (*)

7 - silty sand to sandy silt

8 - sand to silty sand

9 - sand

1 2 3 4 5 6 7 8 9 1011

SBT RF

MAI = 1

(1986)

0 50 100 150

Pore Pressure u2

(psi) 0 50 100 150 u0

Depth (ft)

Tip Resistance qt

(tsf) 100 200 300 400

Friction Ratio Rf

2 4 6 8

Sleeve Friction fs

(tsf)

1.2 2.4 3.6 4.8 100 1000 10000

Undrained Shear Strength Su

(psf)

2418126 qt

(tsf) Su (2) Su (3)

Su (5)

Cone Penetration Test 60-CPT-7

60-CPT-8.cpt

Depth (ft)

GIWW 86_87

Freeport, TX

Elevation:

Water Depth:

Total Depth:

9.8

60.0 ftProbe ID/Net Area Ratio:

Feb. 10, 2017 Dokter USACE, Savannah District

Date:

Operator:

Drilling Agency: DDG1069 / 0.8

C P

T R

E P

O R

T

D Y

N A

M

IC

B O

T T

O M

L E

G E

N D

G

IW

W

_8 7.

G P

J U

S A

C E

W

IT

H R

A P

ID

C

P T

2_

9_

.G D

T

/2 7/

Northing:

Easting:

13532877 3135012

1 - sensitive fine grained

2 - organic material

3 - clay

4 - silty clay to clay

5 - clayey silt to silty clay

6 - sandy silt to clayey silt

10 - gravelly sand to sand

11 - very stiff fine grained (*)

12 - sand to clayey sand (*)

7 - silty sand to sandy silt

8 - sand to silty sand

9 - sand

1 2 3 4 5 6 7 8 9 1011

SBT RF

MAI = 1

(1986)

0 50 100 150

Pore Pressure u2

(psi) 0 50 100 150 u0

Depth (ft)

Tip Resistance qt

(tsf) 100 200 300 400

Friction Ratio Rf

2 4 6 8

Sleeve Friction fs

(tsf)

1.2 2.4 3.6 4.8 100 1000 10000

Undrained Shear Strength Su

(psf)

2418126 qt

(tsf) Su (2) Su (3)

Su (5)

Cone Penetration Test 60-CPT-8

60-CPT-9.cpt

Depth (ft)

GIWW 86_87

Freeport, TX

Elevation:

Water Depth:

Total Depth:

9.1

60.7 ftProbe ID/Net Area Ratio:

Feb. 10, 2017 Dokter USACE, Savannah District

Date:

Operator:

Drilling Agency: DDG1069 / 0.8

C P

T R

E P

O R

T

D Y

N A

M

IC

B O

T T

O M

L E

G E

N D

G

IW

W

_8 7.

G P

J U

S A

C E

W

IT

H R

A P

ID

C

P T

2_

9_

.G D

T

/2 7/

Northing:

Easting:

13533524 3134201

1 - sensitive fine grained

2 - organic material

3 - clay

4 - silty clay to clay

5 - clayey silt to silty clay

6 - sandy silt to clayey silt

10 - gravelly sand to sand

11 - very stiff fine grained (*)

12 - sand to clayey sand (*)

7 - silty sand to sandy silt

8 - sand to silty sand

9 - sand

1 2 3 4 5 6 7 8 9 1011

SBT RF

MAI = 1

(1986)

0 50 100 150

Pore Pressure u2

(psi) 0 50 100 150 u0

Depth (ft)

Tip Resistance qt

(tsf) 100 200 300 400

Friction Ratio Rf

2 4 6 8

Sleeve Friction fs

(tsf)

1.2 2.4 3.6 4.8 100 1000 10000

Undrained Shear Strength Su

(psf)

2418126 qt

(tsf) Su (2) Su (3)

Su (5)

Cone Penetration Test 60-CPT-9

60-CPT-10.cpt

Depth (ft)

GIWW 86_87

Freeport, TX

Elevation:

Water Depth:

Total Depth:

9.7

60.2 ftProbe ID/Net Area Ratio:

Feb. 12, 2017 Dokter USACE, Savannah District

Date:

Operator:

Drilling Agency: DDG1069 / 0.8

C P

T R

E P

O R

T

D Y

N A

M

IC

B O

T T

O M

L E

G E

N D

G

IW

W

_8 7.

G P

J U

S A

C E

W

IT

H R

A P

ID

C

P T

2_

9_

.G D

T

/2 7/

Northing:

Easting:

13530928 3130886

1 - sensitive fine grained

2 - organic material

3 - clay

4 - silty clay to clay

5 - clayey silt to silty clay

6 - sandy silt to clayey silt

10 - gravelly sand to sand

11 - very stiff fine grained (*)

12 - sand to clayey sand (*)

7 - silty sand to sandy silt

8 - sand to silty sand

9 - sand

1 2 3 4 5 6 7 8 9 1011

SBT RF

MAI = 1

(1986)

0 50 100 150

Pore Pressure u2

(psi) 0 50 100 150 u0

Depth (ft)

Tip Resistance qt

(tsf) 100 200 300 400

Friction Ratio Rf

2 4 6 8

Sleeve Friction fs

(tsf)

1.2 2.4 3.6 4.8 100 1000 10000

Undrained Shear Strength Su

(psf)

2418126 qt

(tsf) Su (2) Su (3)

Su (5)

Cone Penetration Test 60-CPT-10

60-CPT-12.cpt

Depth (ft)

GIWW 86_87

Freeport, TX

Elevation:

Water Depth:

Total Depth:

11.3

57.7 ftProbe ID/Net Area Ratio:

Feb. 12, 2017 Dokter USACE, Savannah District

Date:

Operator:

Drilling Agency: DDG1069 / 0.8

C P

T R

E P

O R

T

D Y

N A

M

IC

B O

T T

O M

L E

G E

N D

G

IW

W

_8 7.

G P

J U

S A

C E

W

IT

H R

A P

ID

C

P T

2_

9_

.G D

T

/2 7/

Northing:

Easting:

13529845 3131278

1 - sensitive fine grained

2 - organic material

3 - clay

4 - silty clay to clay

5 - clayey silt to silty clay

6 - sandy silt to clayey silt

10 - gravelly sand to sand

11 - very stiff fine grained (*)

12 - sand to clayey sand (*)

7 - silty sand to sandy silt

8 - sand to silty sand

9 - sand

1 2 3 4 5 6 7 8 9 1011

SBT RF

MAI = 1

(1986)

0 50 100 150

Pore Pressure u2

(psi) 0 50 100 150 u0

Depth (ft)

Tip Resistance qt

(tsf) 100 200 300 400

Friction Ratio Rf

2 4 6 8

Sleeve Friction fs

(tsf)

1.2 2.4 3.6 4.8 100 1000 10000

Undrained Shear Strength Su

(psf)

2418126 qt

(tsf) Su (2) Su (3)

Su (5)

Cone Penetration Test 60-CPT-12

60-CPT-13.cpt

Depth (ft)

GIWW 88

Freeport, TX

Elevation:

Water Depth:

Total Depth:

9.05

60.2 ftProbe ID/Net Area Ratio:

Feb. 12, 2017 Dokter USACE, Savannah District

Date:

Operator:

Drilling Agency: DDG1069 / 0.8

C P

T R

E P

O R

T

D Y

N A

M

IC

B O

T T

O M

L E

G E

N D

G

IW

W

.G P

J U

S A

C E

W

IT

H R

A P

ID

C

P T

2_

9_

.G D

T

/2 6/

Northing:

Easting:

13528503 3130653

1 - sensitive fine grained

2 - organic material

3 - clay

4 - silty clay to clay

5 - clayey silt to silty clay

6 - sandy silt to clayey silt

10 - gravelly sand to sand

11 - very stiff fine grained (*)

12 - sand to clayey sand (*)

7 - silty sand to sandy silt

8 - sand to silty sand

9 - sand

1 2 3 4 5 6 7 8 9 1011

SBT RF

MAI = 1

(1986)

0 50 100 150

Pore Pressure u2

(psi) 0 50 100 150 u0

Depth (ft)

Tip Resistance qt

(tsf) 100 200 300 400

Friction Ratio Rf

2 4 6 8

Sleeve Friction fs

(tsf)

1.2 2.4 3.6 4.8 100 1000 10000

Undrained Shear Strength Su

(psf)

2418126 qt

(tsf) Su (2) Su (3)

Su (5)

Cone Penetration Test 60-CPT-13

11.8 12.0

19.3

23.0

S1

S2

S3

U4

U5

U6

S7

S8

S9

S10

S11

S12

S13

S14

S15

S16

S17

CLAYEY SILT (MH), brown, medium plasticity, medium toughness, trace fine sand, trace sand strata or lenses, strong HCL reaction.

POORLY GRADED SAND (SP), fine;

gray.

CLAYEY SILT (MH), brown, high plasticity, medium toughness, trace sand strata or lenses, strong HCL reaction.

SILTY FAT CLAY (CH), dark brown, high plasticity, medium toughness, some sand strata or lenses.

POORLY GRADED SAND (SP), fine;

dark gray, few silt, trace shells.

Brown, Clay seam.

OF

INCLINED

U.S. Army Corps of Engineers - New Orleans District

15. DATE BORING

DEG FROM

VERTICAL

HORIZONTAL

DRILLING LOG

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

PA86/87-B2

4/8/17

DISTURBED

NAVD88

N/A

2. HOLE NUMBER

CME-850x

Michael Loveland Geologist

4-1/4" HSA

INSTALLATION

Gulf Intercoastal Waterway

LOCATION COORDINATES

4. NAME OF DRILLER

5. DIRECTION OF BORING

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

NAD83

18. SIGNATURE AND TITLE OF INSPECTOR

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

STARTED

DIVISION

COMPLETED

16. ELEVATION TOP OF BORING

4/7/17

VERTICAL

Reginald Nichols

17. TOTAL CORE RECOVERY FOR BORING

SHEETS

BEARING

3. DRILLING AGENCY

11. MANUFACTURER'S DESIGNATION OF DRILL

South Western Division

VERTICAL

1. PROJECT

UNDISTURBED

SHEET

State Plane

Galveston District

14. DEPTH GROUND WATER

>60'

0'

60'

N 13527189.17 E 3132554.71

SEP 05

FORM 1836-A (LAB) SHEET 1 of 2

LE

G

E N

D

G ra ve l

LL M

C

S an d

Boring Designation PA86/87-B2

Boring Designation PA86/87-B2

LABORATORY

DEPTH

S am p N o.

P I

T yp e%

REC

F in esNELEV

0.0

5.0

10.0

15.0

20.0

25.0

30.0

35.0

SHEAR STRENGTH

tsf

1 2 3 4U S

C

SCLASSIFICATION OF MATERIALS

(Description)B lo w s/

0.

ft

43.3

53.0

59.4 60.0

S18

S19

S20

S21

S22

S23

S24

Notes:

1. Soils visually field classified in accordance with the Unified Soil Classification System.

2. N-Value: Total blows over middle 1.0 foot of 2.0-foot driven interval, unless otherwise indicated, using a 1 3/8-inch ID splitspoon with 140-pound hammer falling 30 inches.

3. The CME 850x drilling rig utilizes an automatic trip hammer.

4. A Humbolt Soil Pocket Penetrometer (0 to 4.5 tons/ sq. ft.) was used. The value of 5 was used to represent readings above 4.5 tons/ sq. ft.

5. Hole was backfilled with natural materials.

POORLY GRADED SAND (SP), fine;

dark gray, few silt, trace shells.

(continued)

SILTY FAT CLAY (CH), dark blueish gray, low plasticity, medium toughness, little sand.

FAT CLAY (CH), reddish brown with light gray, medium plasticity, high toughness, trace fine sand.

POORLY GRADED SAND (SP), fine;

dark gray, trace clay seams.

SILT (ML), light brown with reddish brown, low plasticity, high toughness.

BOTTOM OF BOREHOLE AT 60.0 ft

OFGalveston District

COORDINATE SYSTEM

Gulf Intercoastal Waterway

State Plane NAVD88

SHEET

N 13,527,189.2 E 3,132,554.7

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

INSTALLATION 2

SEP 05

FORM 1836-A (LAB) SHEET 2 of 2

LE

G

E N

D

G ra ve l

LL M

C

S an d

Boring Designation PA86/87-B2

Boring Designation PA86/87-B2

LABORATORY

DEPTH

S am p N o.

P I

T yp e%

REC

F in esNELEV

35.0

40.0

45.0

50.0

55.0

60.0

SHEAR STRENGTH

tsf

1 2 3 4U S

C

SCLASSIFICATION OF MATERIALS

(Description)B lo w s/

0.

ft

Direct Shear

SHEAR STRENGTH LEGEND

Triaxial

Penetrometer

Unconfined N/A N/A

SAMPLE LEGEND

SPT UNDIST

9.0

17.9

22.0

23.8

28.0

33.2

S1

S2

S3

S4

S5

U6

U7

U8

U9

S10

S11

U12

S13

S14

S15

S16

S17

CLAYEY SANDY SILT (ML), brown, non plastic, high toughness, trace root debris, strong HCL reaction.

SILTY FAT CLAY (CH), black, high plasticity, low toughness, trace root debris.

CLAYEY SAND (SC), fine; gray, trace sand strata or lenses.

CLAYEY SILT (MH), dark gray and brown, high plasticity, low toughness, some fine sand, trace shells.

CLAYEY SAND (SC), fine; gray, trace sand strata or lenses.

Interbedded clayey sand and fine poorly graded sand.

CLAYEY SANDY SILT (MH), dark gray, medium plasticity, low toughness, some sand strata or lenses.

OF

INCLINED

U.S. Army Corps of Engineers - New Orleans District

15. DATE BORING

DEG FROM

VERTICAL

HORIZONTAL

DRILLING LOG

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

PA86/87-B3

4/11/17

DISTURBED

NAVD88

N/A

2. HOLE NUMBER

CME-850x

Michael Loveland Geologist

4-1/4" HSA

INSTALLATION

Gulf Intercoastal Waterway

LOCATION COORDINATES

4. NAME OF DRILLER

5. DIRECTION OF BORING

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

NAD83

18. SIGNATURE AND TITLE OF INSPECTOR

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

STARTED

DIVISION

COMPLETED

16. ELEVATION TOP OF BORING

4/10/17

VERTICAL

Reginald Nichols

17. TOTAL CORE RECOVERY FOR BORING

SHEETS

BEARING

3. DRILLING AGENCY

11. MANUFACTURER'S DESIGNATION OF DRILL

South Western Division

VERTICAL

1. PROJECT

UNDISTURBED

SHEET

State Plane

Galveston District

14. DEPTH GROUND WATER

>60'

0'

60'

N 13531036.26 E 3133439.71

SEP 05

FORM 1836-A (LAB) SHEET 1 of 2

LE

G

E N

D

G ra ve l

LL M

C

S an d

Boring Designation PA86/87-B3

Boring Designation PA86/87-B3

LABORATORY

DEPTH

S am p N o.

P I

T yp e%

REC

F in esNELEV

0.0

5.0

10.0

15.0

20.0

25.0

30.0

35.0

SHEAR STRENGTH

tsf

1 2 3 4U S

C

SCLASSIFICATION OF MATERIALS

(Description)B lo w s/

0.

ft

38.0

43.0

53.5

58.0

60.0

U18

U19

U20

S21

S22

S23

S24

Notes:

1. Soils visually field classified in accordance with the Unified Soil Classification System.

2. N-Value: Total blows over middle 1.0 foot of 2.0-foot driven interval, unless otherwise indicated, using a 1 3/8-inch ID splitspoon with 140-pound hammer falling 30 inches.

3. The CME 850x drilling rig utilizes an automatic trip hammer.

4. A Humbolt Soil Pocket Penetrometer (0 to 4.5 tons/ sq. ft.) was used. The value of 5 was used to represent readings above 4.5 tons/ sq. ft.

5. Hole was backfilled with natural materials.

SILTY FAT CLAY (CH), reddish brown with gray, high plasticity, medium toughness, trace sand strata or lenses. (continued)

CLAYEY SANDY SILT (ML), dark reddish brown, low plasticity, low toughness.

CLAYEY SILT (MH), brown, medium plasticity, high toughness, trace calcium concretions, trace fine sand.

Blueish green to reddish brown.

CLAYEY SAND (SC), fine; yellowish brown and gray, few calcium concretions, trace sand strata or lenses.

CLAYEY SILT (MH), brown and gray, medium plasticity, high toughness, some sand strata or lenses.

BOTTOM OF BOREHOLE AT 60.0 ft

OFGalveston District

COORDINATE SYSTEM

Gulf Intercoastal Waterway

State Plane NAVD88

SHEET

N 13,531,036.3 E 3,133,439.7

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

INSTALLATION 2

SEP 05

FORM 1836-A (LAB) SHEET 2 of 2

LE

G

E N

D

G ra ve l

LL M

C

S an d

Boring Designation PA86/87-B3

Boring Designation PA86/87-B3

LABORATORY

DEPTH

S am p N o.

P I

T yp e%

REC

F in esNELEV

35.0

40.0

45.0

50.0

55.0

60.0

SHEAR STRENGTH

tsf

1 2 3 4U S

C

SCLASSIFICATION OF MATERIALS

(Description)B lo w s/

0.

ft

Direct Shear

SHEAR STRENGTH LEGEND

Triaxial

Penetrometer

Unconfined N/A N/A

SAMPLE LEGEND

SPT UNDIST

10.0

12.0

14.0

19.2

27.7

31.0

33.2

S1

S2

U3

U4

U5

U6

U7

U8

S9

U10

U11

U12

U13

U14

S15

S16

U17

CLAYEY SILT (ML), brown with light brown, low plasticity, low toughness, trace calcium concretions, trace fine sand.

Light gray and yellowish brown.

Light brown with light gray.

SANDY FAT CLAY (CH), light brown and brown, medium plasticity, low toughness, trace shells.

SANDY LEAN CLAY (CL), gray, medium plasticity, low toughness.

CLAYEY SAND (SC), fine; brown, fine grained, trace shells.

FAT CLAY (CH), brown, high plasticity, low toughness, Trace interbedded fine poorly graded sand seams.

CLAYEY SILTY SAND (SM), fine;

dark gray, fine grained, trace shells.

SANDY LEAN CLAY (CL), dark gray, medium plasticity, low toughness, trace shells.

CLAYEY SILT (ML), brown with light brown, low plasticity, low toughness, trace shells, trace fine sand.

OF

INCLINED

U.S. Army Corps of Engineers - New Orleans District

15. DATE BORING

DEG FROM

VERTICAL

HORIZONTAL

DRILLING LOG

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

PA86/87-B4

4/10/17

DISTURBED

NAVD88

N/A

2. HOLE NUMBER

CME-850x

Michael Loveland Geologist

4-1/4" HSA

INSTALLATION

Gulf Intercoastal Waterway

LOCATION COORDINATES

4. NAME OF DRILLER

5. DIRECTION OF BORING

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

NAD83

18. SIGNATURE AND TITLE OF INSPECTOR

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

STARTED

DIVISION

COMPLETED

16. ELEVATION TOP OF BORING

4/10/17

VERTICAL

Reginald Nichols

17. TOTAL CORE RECOVERY FOR BORING

SHEETS

BEARING

3. DRILLING AGENCY

11. MANUFACTURER'S DESIGNATION OF DRILL

South Western Division

VERTICAL

1. PROJECT

UNDISTURBED

SHEET

State Plane

Galveston District

14. DEPTH GROUND WATER

>60'

0'

60'

N 13532149.87 E 3132533.69

SEP 05

FORM 1836-A (LAB) SHEET 1 of 2

LE

G

E N

D

G ra ve l

LL M

C

S an d

Boring Designation PA86/87-B4

Boring Designation PA86/87-B4

LABORATORY

DEPTH

S am p N o.

P I

T yp e%

REC

F in esNELEV

0.0

5.0

10.0

15.0

20.0

25.0

30.0

35.0

SHEAR STRENGTH

tsf

1 2 3 4U S

C

SCLASSIFICATION OF MATERIALS

(Description)B lo w s/

0.

ft

36.0

44.3

53.0

60.0

U18

U19

S20

S21

S22

S23

S24

Notes:

1. Soils visually field classified in accordance with the Unified Soil Classification System.

2. N-Value: Total blows over middle 1.0 foot of 2.0-foot driven interval, unless otherwise indicated, using a 1 3/8-inch ID splitspoon with 140-pound hammer falling 30 inches.

3. The CME 850x drilling rig utilizes an automatic trip hammer.

4. A Humbolt Soil Pocket Penetrometer (0 to 4.5 tons/ sq. ft.) was used. The value of 5 was used to represent readings above 4.5 tons/ sq. ft.

5. Hole was backfilled with natural materials.

SILTY SANDY LEAN CLAY (CL),

blueish gray with yellowish brown, low plasticity, medium toughness.

FAT CLAY (CH), brown and gray, low plasticity, medium toughness, trace calcium concretions.

SANDY SILT (ML), brown, low plasticity, medium toughness, trace calcium concretions.

Blueish gray and yellowish brown.

SILTY CLAYEY SAND (SC), fine;

yellowish brown, fine grained, trace calcium concretions, With interbedded CH clay seams below 58 ft..

BOTTOM OF BOREHOLE AT 60.0 ft

OFGalveston District

COORDINATE SYSTEM

Gulf Intercoastal Waterway

State Plane NAVD88

SHEET

N 13,532,149.9 E 3,132,533.7

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

INSTALLATION 2

SEP 05

FORM 1836-A (LAB) SHEET 2 of 2

LE

G

E N

D

G ra ve l

LL M

C

S an d

Boring Designation PA86/87-B4

Boring…