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SWG FILE NO.:HSC 401-553 SOLICITATION NO.: W9126G-16-B-0024
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 32.00 45 GEOTECHNICAL DATA
00 45 00 REPRESENTATION AND CERTIFICATIONS
00 72 00 CONTRACT CLAUSES
00 73 00.01 45 SPECIAL CONTRACT REQUIREMENTS, STANDARD
00 73 46 WAGE RATES
DIVISION 01 - GENERAL REQUIREMENTS
01 00 10 SUMMARY OF WORK
01 10 00.01 45 NON-REGULATED SPECIAL CONTRACT REQUIREMENTS
01 12 10.00 45 CONSTRUCTION SEQUENCE
01 22 00.10 MEASUREMENT AND PAYMENT
01 32 01.01 45 PROJECT SCHEDULE
01 33 00 SUBMITTAL PROCEDURES
01 35 26.01 45 GOVERNMENTAL SAFETY REQUIREMENTS
01 42 00 SOURCES FOR REFERENCE PUBLICATIONS
01 45 01.00 QUALITY CONTROL
01 45 01.10 QUALITY CONTROL SYSTEM (QCS)
01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS
01 57 20.00 45 ENVIRONMENTAL PROTECTION
01 58 00 PROJECT IDENTIFICATION
01 58 13.04 45 BULLETIN BOARD
01 78 00.00 45 CLOSEOUT SUBMITTALS
DIVISION 31 - EARTHWORK
31 11 00.10 45 CLEARING AND REMOVAL OF DEBRIS
DIVISION 32 - EXTERIOR IMPROVEMENTS
32 92 19 SEEDING
DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION
35 20 23.16 45 PIPELINE DREDGING
35 41 00 DIKE CONSTRUCTION
-- End of Project Table of Contents --
PROJECT TABLE OF CONTENTS Page 1
W45VAK61259696
THIS SOLICITATION IS BEING ISSUED AS AN UNRESTRICTED INVITATION FOR BID (IFB) FOR DEFERRED ENVIRONMENTAL RESTORATION
(DER), PIPELINE DREDGING, DEEP AND SHALLOW DRAFT CHANNELS.
PER AFARS 5132.702 (a)(ii) "FUNDS ARE NOT PRESENTLY AVAILABLE FOR THIS ACQUISITION. NO CONTRACT AWARD WILL BE MADE
UNTIL APPROPRIATED FUNDS ARE MADE AVAILABLE."
ESTIMATED CONSTRUCTION RANGE (FAR 36.204) - THE ESTIMATED PRICE RANGE OF THE PROPOSED CONSTRUCTION IS BETWEEN
$25,000,000 AND $100,000,000.
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
25-Jul-2016
(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 _______15 calendar days and complete it w ithin ________300 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________ 0073 00.01 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 __________ copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________24 Aug 2016 (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:
W9126G-16-B-0024
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 BID SCHEDULE
1.1.1 Schedule No. 1
1.1.2 Option No. 1
1.1.3 Option No. 2
1.2 MODIFICATIONS (CESWG)
1.3 EVALUATION OF OPTIONS (July 1990) (FAR 52.217-5)
-- 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 BID SCHEDULE
(TO BE ATTACHED TO STANDARD FORM 1442)
1.1.1 Schedule No. 1
Item No.
Description Estimated Quantity
Unit Unit Price
Estimated Amount
SCHEDULE NO. 1
0001 Mobilization and Demobilization 1 JOB SUM $___________
0002 Maintenance Dredging Bayport Ship Channel Station 150+00 to 239 22 t PA 15
1,505,113 C.Y. $_________ $___________
0003 DER Borrow Bayport Ship Channel Station 211+15 to 239+22 to Atkinson Marsh Cells M7/8/9 and M10
1,206,708 C.Y. $_________ $___________
0004 DER Shaping and Grading Atkinson Marsh Cell M7/8/9
11,300 L.F. $_________ $___________
0005 DER Shaping and Grading Atkinson Marsh Cell M10
10,700 L.F. $_________ $___________
0006 DER Atkinson Marsh Cell Spillbox Removal
2 EA $_________ $___________
0007 DER Gorini Marsh Circulation Channel 1 JOB SUM $___________
0008 DER Seeding and Fertilizing 1 JOB SUM $___________
TOTAL SCHEDULE NO. 1 $___________
NOTE: The Government may delay issuing the Notice to Proceed not to exceed 120 days after award. Completion time stated in SECTION 00 73 00.01 45 SPECIAL CONTRACT REQUIREMENTS, STANDARD is for Schedule No. 1 work.
DOCUMENT 00 11 00.00 45 Page 2
DOCUMENT 00 11 00.00 45 Page 3
BID SCHEDULE (CONT'D)
(TO BE ATTACHED TO STANDARD FORM 1442)
1.1.2 Option No. 1
Item No.
Description Estimated Quantity
Unit Unit Price Estimated Amount
OPTION NO. 1
0009 DER Houston Ship Channel, PA 14 Retention Dike
7,200 LF $_________ $___________
0010 DER Borrow Houston Ship Channel Station 26+484 to 30+089 to PA 14
210,310 C.Y. $_________ $___________
0011 DER Borrow Houston Ship Channel Station 26+484 to 30+089 to M7/8/9 and M10
210,310 C.Y. $_________ $___________
TOTAL OPTION NO. 1 $___________
TOTAL SCHEDULE NO. 1 AND OPTION NO. 1 $___________
NOTE FOR OPTION NO. 1: The Government may exercise this Option by written notice to the Contractor prior to completion of all authorized work at anytime but no later than 30 days from completion date of SCHEDULE NO. 1.
Award of this Option is contingent upon availability of funds. An additional time of 50 calendar days will be added to this Contract for completion of this Option.
DOCUMENT 00 11 00.00 45 Page 4
(TO BE ATTACHED TO STANDARD FORM 1442)
1.1.3 Option No. 2
Item No.
Description Estimated Quantity
Unit Unit Price Estimated Amount
OPTION NO. 2
0012 Maintenance Dredging Bayport Channel Station 180+00 to 239+22 to M10
500,000 C.Y. $_________ $___________
TOTAL OPTION NO. 2 $___________
TOTAL SCHEDULE NO. 1 AND OPTIONS NOS. 1 AND 2 $___________
NOTE FOR OPTION NO. 2: The Government may exercise this Option by written notice to the Contractor prior to completion of all authorized work. Award of this Option is contingent upon availability of funds. An additional time of 60 calendar days will be added to this Contract for completion of this Option.
DOCUMENT 00 11 00.00 45 Page 5
(TO BE ATTACHED TO STANDARD FORM 1442)
1.2 MODIFICATIONS (CESWG)
If a modification to a bid based on unit prices is submitted, which provides for a lump sum adjustment to the total estimated cost, the application of the lump sum adjustment of each unit price in the bid schedule must be stated. If it is not stated, the bidder agrees that the lump sum adjustment shall be applied on a pro rata basis to every unit price in the bid schedule.
1.3 EVALUATION OF OPTIONS (July 1990) (FAR 52.217-5)
Except when it is determined in accordance with FAR 17.206(b) not to be in the Government's best interests, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement. Evaluation of options will not obligate the Government to exercise the option(s).
-- End of Document --
DOCUMENT 00 11 00.00 45 Page 6
SWG FILE NO.:HSC 401-553 SOLICITATION NO.:W9126G-16-B-0024
Section 00 21 00 - Page 1
Section 00 21 00 - Instructions, Conditions and Notices to Offerors
GENERAL INSTRUCTIONS
1.1 ESTIMATED CONSTRUCTION PRICE RANGE (FAR 36.204)
The estimated price range of the proposed construction is between $25,000,000 and $100,000,000.
1.2 AVAILABILITY OF PLANS AND SPECIFICATIONS ON ASFI and FBO
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 following internet addresses:
http://www.fbo.gov/ 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 OPERATION 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 TECHNICAL INFORMATION DREDGING
(a) For technical information regarding the plans and specifications submit questions in PROJNET, see paragraph 1.10 of this section for details.”.
(b) The Contractor [ ] shall [ x ] shall not be permitted to use self-propelled hopper dredges to perform the work specified herein.
1.5 PREAWARD INFORMATION DREDGING
The apparent low bidder shall submit within (2) working days after Bid Opening, the following information:
(a) A statement as to whether he is now or ever has been engaged in performing dredging of [x ] deep or [ ] shallow draft channels.
(b) A list of key personnel available for the current project and their qualifications.
(c) A copy of the bidder's latest financial statement, including the names of banks or other financial institutions with which the bidder conducts business. If the financial statement is more than 60 days old, a certificate should be attached stating that the financial condition is substantially the same, or if not the same, the changes that have taken place. Such statement will be treated as confidential.
(d) A list of present commitments, including the dollar value thereof, name of office under which the work is being performed, the scheduled completion date of each, days ahead or behind schedule and the name of the Dredge to be used on the job.
(e) Name and location of the firm's dredging plant to perform the work under this contract, the date this plant will commence work, and the plants capability to perform the work as required by the specifications.
(f) If bidder is a Large Business, a Sub-Contracting Plan, if required, must be submitted within (2) working days after Bid Opening.
1.6 DISPOSAL OF EXCAVATED MATERIAL
The following owners in the vicinity of the work to be accomplished under this Invitation for Bids are known to desire fill material:
https://www.sam.gov/
Section 00 21 00 - Page 2
NAME ADDRESS
If any of the areas owned by the above-listed owners are proposed to be utilized by the Contractor in the performance of the work, the provision for use of alternate areas DREDGING: PLACEMENT OF EXCAVATED MATERIAL of the specifications will be applicable.
1.7 BIDDER'S QUALIFICATIONS
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.
1.8 CAUTIONS & REMINDERS TO BIDDERS
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.
Is the envelope containing your bid properly identified that it is a sealed bid and does it contain the correct invitation number and bid opening time?
Will your bid arrive on time? Late hand-carried bids will not be considered. Late mailed bids may be considered if sent by
Section 00 21 00 - Page 3
Registered or Certified Mail; if late receipt was due to delay in mails, or if specific requirements have been met. (See the portion of the Invitation pertaining to "Late Bids and Modifications or Withdrawals").
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".
1.9 SPECIAL INSTRUCTIONS PERTAINING TO HAND-CARRIED BIDS/OFFERS:
Hand-carried Bids/Offers must be delivered to: the Contract Specialist or Contracting Officer located at the US Army Corps of Engineers, Jadwin Building, 2000 Fort Point Road, Galveston District, Galveston, TX 77550. Not Later than the Due Date and Time. Bids/Offers will only be accepted by contracting personnel. Guards are not authorized to accept Bids/Offers on behalf of the Government.
Galveston District has a security gate located on Fort Point Rd and requires all occupants of the vehicle to have a valid driver’s license for entry.
Parking is limited. Firearms are not permitted on the installation. Offerors are cautioned to allow sufficient time for travelling over the causeway or ferry. Neither will constitute Government-caused delay.
Offerors are also cautioned that Galveston is an island that, during Spring Break and the Summer Season, can have traffic slowdowns and congestion because the District is collocated with the Bolivar Ferry traffic waiting to board and can delay access to the District Office.
(End of Clause)
1.10 BIDDER INQUIRY – PROJNET
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: W9126G-16-B-0024 The Bidder Inquiry Key is: TEQVCH-F245VD http://www.projnet.org/projnet
Section 00 21 00 - Page 4
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.
1.11 Service of Protest
(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, Fax No. (409) 766-3010, 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.
(End of Provision)
1.12 DAVIS-BACON ACT
Paragraph entitled DAVIS-BACON ACT 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.
CLAUSES INCORPORATED BY REFERENCE
52.204-7 System for Award Management JUL 2013 52.214-3 Amendments To Invitations For Bids DEC 1989 52.214-4 False Statements In Bids APR 1984 52.214-5 Submission Of Bids MAR 1997 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 52.217-5 Evaluation Of Options JUL 1990 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
mailto:SWF-protest@usace.army.mil
Section 00 21 00 - Page 5
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)
The Government contemplates award of a firm-fixed 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
Chambers County, 27.4%
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
Section 00 21 00 - Page 6 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 Non-SMSA, Texas, Chambers County.
52.225-12 NOTICE OF BUY AMERICAN REQUIREMENT-- CONSTRUCTION MATERIALS
UNDER TRADE AGREEMENTS (MAY 2014)
(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 -- 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 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)
Section 00 21 00 - Page 7 of FAR clause 52.225-11 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 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 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, other than designated country construction material, 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.
(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, and the offeror shall be required to furnish such domestic or designated country 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, U.S. Army Corps of Engineers, Galveston District, PO Box 1229, Section 00 21 00 - Page 8
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.
52.252-1 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
DOCUMENT 00 31 32.00 45
GEOTECHNICAL DATA
PART 1 GENERAL
1.1 SUMMARY
1.2 GEOTECHNICAL DATA
-- End of Section Table of Contents --
DOCUMENT 00 31 32.00 45 Page 1
DOCUMENT 00 31 32.00 45
GEOTECHNICAL DATA
PART 1 GENERAL
1.1 SUMMARY
This section provides the geotechnical data 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 32.00 45 Page 2
LO
G
O F
S O
IL
B
O R
IN
G
H G
-1 0-
2.
G
P J
H V
J.
G
D T
/5
/1
3-2-3
3-6-7
Firm to very stiff reddish brown FAT CLAY (CH)
3-3-2
8-14-21
2-5-10
2-4-8
2-2-4
6-10-11
4-4-7
2-3-5
-w/ shells 2'-4'
CONTENT, %
SOIL/ROCK CLASSIFICATION
= UU Triaxial
See Plate 2 for boring location.
Project: Bayport Ship Channel Phase 2 Boring No.: 12-70 (Depth of Water = 12 feet) Groundwater during drilling: 0 feet Groundwater after drilling: ---
0.5 1.0 1.5 2.0
10 20 30 40 50 60 70 80 90
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
LIQUID LIMIT
= Hand Penet.
ELEV.
DEPTH,
FEET
-10
-15
-20
-25
-30
-35
-40
-45
= Torvane
LOG OF BORING
PLATE A-12a
PLASTIC LIMIT
P
A S
S
IN
G N
O . 2
S
IE
V
E
D R
Y D
E N
S
IT
Y P
C F
= Unconf. Comp.
Project No.: HG1019742 Elevation (MLT): -9.7 feet Station: 205.04.19 Range: -315.20
Date: 12/15/2012 Northing: 13,793,232.1 Easting: 3,249,431.0
SHEAR STRENGTH, TSF
MOISTURE
Shear Types:
Dense brown SILTY SAND (SM)
-w/ shells 34'-36'
Firm to stiff reddish brown SANDY LEAN CLAY (CL)
-w/ shells 30-32'
-w/ shells 14'-16'
-w/ shells 10'-12'
3-3-5
-w/ sand 46'-48'
Firm to stiff brown FAT CLAY (CH)
LO
G
O F
S O
IL
B
O R
IN
G
H G
-1 0-
2.
G
P J
H V
J.
G
D T
/5
/1
5-7-12
5-5-10
Stiff to very stiff gray LEAN CLAY (CL)
= Hand Penet.
MOISTURE
ELEV.
DEPTH,
FEET
SHEAR STRENGTH, TSF
CONTENT, %
Project No.: HG1019742 Elevation (MLT): -9.7 feet Station: 205.04.19 Range: -315.20
PLASTIC LIMIT
= TorvaneShear Types:
PLATE A-12b
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA %
P
A S
S
IN
G N
O . 2
S
IE
V
E
D R
Y D
E N
S
IT
Y P
C F
= Unconf. Comp.
-50
-55
-60
-65
-70
-75
-80
-85
10 20 30 40 50 60 70 80 90
0.5 1.0 1.5 2.0
Project: Bayport Ship Channel Phase 2 Boring No.: 12-70 (Depth of Water = 12 feet) Groundwater during drilling: 0 feet Groundwater after drilling: ---
See Plate 2 for boring location.
= UU Triaxial
SOIL/ROCK CLASSIFICATION
LIQUID LIMIT
Date: 12/15/2012 Northing: 13,793,232.1 Easting: 3,249,431.0
LOG OF BORING
-5
-10
-15
-20
-25
-5
-10
-15
-20
-25
ELEV.
DEPTH,
FEET
LOG OF BORING
= Unconf. Comp.
-5
-10
-15
-20
-25
PLASTIC LIMIT
CONTENT, %MOISTURE
SHEAR STRENGTH, TSF
10 20 30 40 50 60 70 80 90
0.5 1.0 1.5 2.0
= UU Triaxial = Hand Penet.
SOIL/ROCK CLASSIFICATION
D R
Y D
E N
S
IT
Y P
C F
P
A S
S
IN
G N
O . 2
S
IE
V
E
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
PLATE A-a
Shear Types: = Torvane
LIQUID LIMIT
Date: 7/30/2009
Northing: 13,792,267.4
Easting: 3,248,555.0
Project No.: HG0915780
Bay Bottom Elevation: -10.4 feet MLT
Station: --
Offset: --
Project: Atkinson Marsh Cells 7,8 & 9
Boring No.: BC-6
Depth of Water: 13 feet
LO
G
O F
S O
IL
B
O R
IN
G
H G
-0 9-
0.
G
P J
H V
J.
G
D T
/1
/1
Stiff to very stiff reddish brown and gray FAT CLAY (CH)
Gray SANDY LEAN CLAY (CL)
Dense gray SAND WITH SILT (SP-SM)
5.8
12-18-30
-30
-35
-40
-45
-50
-55
-30
-35
-40
-45
-50
-55
ELEV.
DEPTH,
FEET
LOG OF BORING
= Unconf. Comp.
-30
-35
-40
-45
-50
-55
PLASTIC LIMIT
CONTENT, %MOISTURE
SHEAR STRENGTH, TSF
10 20 30 40 50 60 70 80 90
0.5 1.0 1.5 2.0
= UU Triaxial = Hand Penet.
SOIL/ROCK CLASSIFICATION
D R
Y D
E N
S
IT
Y P
C F
P
A S
S
IN
G N
O . 2
S
IE
V
E
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
PLATE A-b
Shear Types: = Torvane
LIQUID LIMIT
Date: 7/30/2009
Northing: 13,792,267.4
Easting: 3,248,555.0
Project No.: HG0915780
Bay Bottom Elevation: -10.4 feet MLT
Station: --
Offset: --
Project: Atkinson Marsh Cells 7,8 & 9
Boring No.: BC-6
Depth of Water: 13 feet
LO
G
O F
S O
IL
B
O R
IN
G
H G
-0 9-
0.
G
P J
H V
J.
G
D T
/1
-5
-10
-15
-20
-25
-5
-10
-15
-20
-25
ELEV.
DEPTH,
FEET
LOG OF BORING
= Unconf. Comp.
-5
-10
-15
-20
-25
PLASTIC LIMIT
CONTENT, %MOISTURE
SHEAR STRENGTH, TSF
10 20 30 40 50 60 70 80 90
0.5 1.0 1.5 2.0
= UU Triaxial = Hand Penet.
SOIL/ROCK CLASSIFICATION
D R
Y D
E N
S
IT
Y P
C F
P
A S
S
IN
G N
O . 2
S
IE
V
E
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
PLATE A-a
Shear Types: = Torvane
LIQUID LIMIT
Date: 8/1/2009
Northing: 13,793,343.3
Easting: 3,250,386.3
Project No.: HG0915780
Bay Bottom Elevation: -9.7 feet MLT
Station: --
Offset: --
Project: Atkinson Marsh Cells 7,8 & 9
Boring No.: BC-7
Depth of Water: 12 feet
LO
G
O F
S O
IL
B
O R
IN
G
H G
-0 9-
0.
G
P J
H V
J.
G
D T
/1
Soft brown SANDY LEAN CLAY (CL)
Medium dense brown SILT WITH SAND (ML)
Stiff brown and gray FAT CLAY (CH)
Very stiff brown and gray SANDY LEAN CLAY (CL)
Dense brown SAND WITH SILT (SP-SM)
77.0
11.4
9-13-15
6-5-6
10-14-18
10-20-26
-30
-35
-40
-45
-50
-55
-30
-35
-40
-45
-50
-55
ELEV.
DEPTH,
FEET
LOG OF BORING
= Unconf. Comp.
-30
-35
-40
-45
-50
-55
PLASTIC LIMIT
CONTENT, %MOISTURE
SHEAR STRENGTH, TSF
10 20 30 40 50 60 70 80 90
0.5 1.0 1.5 2.0
= UU Triaxial = Hand Penet.
SOIL/ROCK CLASSIFICATION
D R
Y D
E N
S
IT
Y P
C F
P
A S
S
IN
G N
O . 2
S
IE
V
E
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
PLATE A-b
Shear Types: = Torvane
LIQUID LIMIT
Date: 8/1/2009
Northing: 13,793,343.3
Easting: 3,250,386.3
Project No.: HG0915780
Bay Bottom Elevation: -9.7 feet MLT
Station: --
Offset: --
Project: Atkinson Marsh Cells 7,8 & 9
Boring No.: BC-7
Depth of Water: 12 feet
LO
G
O F
S O
IL
B
O R
IN
G
H G
-0 9-
0.
G
P J
H V
J.
G
D T
/1
Soft to stiff reddish brown FAT CLAY (CH) -w/ calcareous nodules 13'-15'
-w/ sand seams 18'-20'
Soft reddish brown SANDY LEAN CLAY (CL)
-5
-10
-15
-20
-25
-30
-35
-5
-10
-15
-20
-25
-30
-35
ELEV.
DEPTH,
FEET
LOG OF BORING
= Unconf. Comp.
-5
-10
-15
-20
-25
-30
-35
PLASTIC LIMIT
CONTENT, %MOISTURE
SHEAR STRENGTH, TSF
10 20 30 40 50 60 70 80 90
0.5 1.0 1.5 2.0
= UU Triaxial = Hand Penet.
SOIL/ROCK CLASSIFICATION
D R
Y D
E N
S
IT
Y P
C F
P
A S
S
IN
G N
O . 2
S
IE
V
E
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
PLATE A-a
Shear Types: = Torvane
LIQUID LIMIT
Date: 8/3/2009
Northing: 13,792,245.4
Easting: 3,251,343.4
Project No.: HG0915780
Bay Bottom Elevation: -9.6 feet MLT
Station: --
Offset: --
Project: Atkinson Marsh Cells 7,8 & 9
Boring No.: BC-8
Depth of Water: 13.5 feet
LO
G
O F
S O
IL
B
O R
IN
G
H G
-0 9-
0.
G
P J
H V
J.
G
D T
/1
Firm to stiff gray FAT CLAY (CH)
-w/ calcareous nodules 53'-55'
Dense brown SANDY SILT (ML) -w/ rocks 63'-65'
Medium dense to dense brownish gray CLAYEY SAND
(SC)
-w/ rocks and shells 68'-75'
Hard gray and brown LEAN CLAY (CL) -w/ calcareous nodules 78'-80'
52.3
43.8
37.3
9-19-20
12-16-22
5-9-15
15-30-45
-40
-45
-50
-55
-60
-65
-70
-75
-40
-45
-50
-55
-60
-65
-70
-75
ELEV.
DEPTH,
FEET
LOG OF BORING
= Unconf. Comp.
-40
-45
-50
-55
-60
-65
-70
-75
PLASTIC LIMIT
CONTENT, %MOISTURE
SHEAR STRENGTH, TSF
10 20 30 40 50 60 70 80 90
0.5 1.0 1.5 2.0
= UU Triaxial = Hand Penet.
SOIL/ROCK CLASSIFICATION
D R
Y D
E N
S
IT
Y P
C F
P
A S
S
IN
G N
O . 2
S
IE
V
E
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
PLATE A-b
Shear Types: = Torvane
LIQUID LIMIT
Date: 8/3/2009
Northing: 13,792,245.4
Easting: 3,251,343.4
Project No.: HG0915780
Bay Bottom Elevation: -9.6 feet MLT
Station: --
Offset: --
Project: Atkinson Marsh Cells 7,8 & 9
Boring No.: BC-8
Depth of Water: 13.5 feet
LO
G
O F
S O
IL
B
O R
IN
G
H G
-0 9-
0.
G
P J
H V
J.
G
D T
/1
Soft brown SILTY CLAY (CL-ML)
Stiff to very stiff brown FAT CLAY (CH)
Firm to stiff brown SILTY CLAY (CL-ML)
-w/ sandstone 38'-40'
98.0
87.6
-5
-10
-15
-20
-25
-30
-35
-5
-10
-15
-20
-25
-30
-35
ELEV.
DEPTH,
FEET
LOG OF BORING
= Unconf. Comp.
-5
-10
-15
-20
-25
-30
-35
PLASTIC LIMIT
CONTENT, %MOISTURE
SHEAR STRENGTH, TSF
10 20 30 40 50 60 70 80 90
0.5 1.0 1.5 2.0
= UU Triaxial = Hand Penet.
SOIL/ROCK CLASSIFICATION
D R
Y D
E N
S
IT
Y P
C F
P
A S
S
IN
G N
O . 2
S
IE
V
E
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
PLATE A-a
Shear Types: = Torvane
LIQUID LIMIT
Date: 7/25/2009
Northing: 13,791,410.3
Easting: 3,252,308.4
Project No.: HG0915780
Bay Bottom Elevation: -10.7 feet MLT
Station: --
Offset: --
Project: Atkinson Marsh Cells 7,8 & 9
Boring No.: BC-9
Depth of Water: 13 feet
LO
G
O F
S O
IL
B
O R
IN
G
H G
-0 9-
0.
G
P J
H V
J.
G
D T
/1
Firm to stiff brown and gray FAT CLAY (CH)
-w/ sand seams and shells 48'-50'
Medium dense brown and gray CLAYEY SAND (SC)
-w/ shells 58'-73'
Medium dense to dense brown and gray SAND WITH
SILT (SP-SM)
Dense gray CLAYEY SAND (SC) -w/ shells 73'-78'
Hard gray and brown LEAN CLAY (CL) -w/ calcareous nodules 78'-80'
27.2
18.2
4.9
11.3
19.2
5-6-7
5-7-8
6-10-15
10-10-25
9-12-17
12-14-17
25-30-42
-40
-45
-50
-55
-60
-65
-70
-75
-40
-45
-50
-55
-60
-65
-70
-75
ELEV.
DEPTH,
FEET
LOG OF BORING
= Unconf. Comp.
-40
-45
-50
-55
-60
-65
-70
-75
PLASTIC LIMIT
CONTENT, %MOISTURE
SHEAR STRENGTH, TSF
10 20 30 40 50 60 70 80 90
0.5 1.0 1.5 2.0
= UU Triaxial = Hand Penet.
SOIL/ROCK CLASSIFICATION
D R
Y D
E N
S
IT
Y P
C F
P
A S
S
IN
G N
O . 2
S
IE
V
E
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
PLATE A-b
Shear Types: = Torvane
LIQUID LIMIT
Date: 7/25/2009
Northing: 13,791,410.3
Easting: 3,252,308.4
Project No.: HG0915780
Bay Bottom Elevation: -10.7 feet MLT
Station: --
Offset: --
Project: Atkinson Marsh Cells 7,8 & 9
Boring No.: BC-9
Depth of Water: 13 feet
LO
G
O F
S O
IL
B
O R
IN
G
H G
-0 9-
0.
G
P J
H V
J.
G
D T
/1
Very soft gray SANDY LEAN CLAY (CL) -w/ shells 18'-20'
Stiff reddish brown and gray FAT CLAY (CH)
-5
-10
-15
-20
-25
-30
-35
-5
-10
-15
-20
-25
-30
-35
ELEV.
DEPTH,
FEET
LOG OF BORING
= Unconf. Comp.
-5
-10
-15
-20
-25
-30
-35
PLASTIC LIMIT
CONTENT, %MOISTURE
SHEAR STRENGTH, TSF
10 20 30 40 50 60 70 80 90
0.5 1.0 1.5 2.0
= UU Triaxial = Hand Penet.
SOIL/ROCK CLASSIFICATION
D R
Y D
E N
S
IT
Y P
C F
P
A S
S
IN
G N
O . 2
S
IE
V
E
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
PLATE A-a
Shear Types: = Torvane
LIQUID LIMIT
Date: 7/31/2009
Northing: 13,791,410.3
Easting: 3,253,113.6
Project No.: HG0915780
Bay Bottom Elevation: -9.3 feet MLT
Station: --
Offset: --
Project: Atkinson Marsh Cells 7,8 & 9
Boring No.: BC-10
Depth of Water: 14 feet
LO
G
O F
S O
IL
B
O R
IN
G
H G
-0 9-
0.
G
P J
H V
J.
G
D T
/1
Firm gray and brown SANDY LEAN CLAY (CL)
Very dense brown and gray CLAYEY SAND (SC)
Dense brown SAND WITH CLAY (SP-SC)
Medium dense to dense brown SAND (SP) -w/ shells 68'-75'
37.1
35.5
7.6
2.4
3.6
17-25-28
6-12-23
6-7-10
13-23-25
-40
-45
-50
-55
-60
-65
-70
-75
-40
-45
-50
-55
-60
-65
-70
-75
ELEV.
DEPTH,
FEET
LOG OF BORING
= Unconf. Comp.
-40
-45
-50
-55
-60
-65
-70
-75
PLASTIC LIMIT
CONTENT, %MOISTURE
SHEAR STRENGTH, TSF
10 20 30 40 50 60 70 80 90
0.5 1.0 1.5 2.0
= UU Triaxial = Hand Penet.
SOIL/ROCK CLASSIFICATION
D R
Y D
E N
S
IT
Y P
C F
P
A S
S
IN
G N
O . 2
S
IE
V
E
SOIL SYMBOLS
SAMPLER SYMBOLS
AND FIELD TEST DATA
PLATE A-b
Shear Types: = Torvane
LIQUID LIMIT
Date: 7/31/2009
Northing: 13,791,410.3
Easting: 3,253,113.6
Project No.: HG0915780
Bay Bottom Elevation: -9.3 feet MLT
Station: --
Offset: --
Project: Atkinson Marsh Cells 7,8 & 9
Boring No.: BC-10
Depth of Water: 14 feet
LO
G
O F
S O
IL
B
O R
IN
G
H G
-0 9-
0.
G
P J
H V
J.
G
D T
/1
Firm, reddish brown and gray, FAT CLAY (CH) (Levee Fill)
-w/ sand at 5'-6'
Very soft, brown and dark gray, FAT
CLAY WITH SAND (CH)
-w/ sand seams 6'-8'
Very loose to loose, gray, CLAYEY
SAND (SC)
-w/ shells 23'-25'
Soft, gray, FAT CLAY WITH SAND
(CH)
Very soft, gray, FAT CLAY WITH
SAND (CH)
89.3
84.2
16.4
49.6
79.9
DEPTH TO WATER IN BORING:
S Y
M B
O L
S A
M P
LE
S
LOG OF BORING M789-16-1
HAND PENETROMETER
UNCONFINED COMPRESSION
UNCONSOLIDATED-UNDRAINED
TRIAXIAL COMPRESSION
TORVANES
T
A N
D A
R D
P E
N E
T R
A T
IO
N
T E
S T
B
LO
W
S P
E R
F O
O T
WET ROTARY:
DATE: 2/2/2016
Fauchex
UNDRAINED SHEAR STRENGTH,
TSF
LI
Q
U
ID
L
IM
IT
M O
IS
T
U R
E C
O N
T E
N T
D R
Y U
N
IT
W E
IG
H
T
P C
F
SAMPLER: Shelby Tube/Split Spoon
DRY AUGER: 0 TO 2 FT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
HVJ Associates, Inc.
E
LE
V A
T
IO
N , F
T
-5
-10
-15
-20
-25
-30
-35
PROJECT NO.: HG1610009
SURFACE ELEVATION: 3.2 FT
WATER DEPTH 24 HOURS AFTER DRILLING: ---
0.1 0.2 0.3 0.4 0.5
RANGE :
STATION : 14+99
3.2 FT
EELogged By: PLATE A-1
LOCATION:
PROJECT:
COMPLETION DEPTH: 60 FT
Cells M789 and M10 Levee Raising N: 13805398; E: 3255299
2 TO 60 FT
FREE WATER DURING DRILLING: ---
DESCRIPTION OF MATERIAL
D E
P T
H , F
T
Drilled By:
P E
R C
E N
T P
A S
S
IN
G N
O . 2
S
IE
V
E
C O
H H
G -1
6-
9.
G P
J
3/ 4/
Firm, gray, FAT CLAY WITH SAND
(CH)
Medium dense, gray, POORLY
GRADED SAND WITH CLAY (SP-SC)
Dense, brown, POORLY GRADED
SAND WITH CLAY (SP-SC)
-brown and gray 58'-60' -w/ shells and clay inclusions 58'-60'
84.9
11.0
32 857
DEPTH TO WATER IN BORING:
S Y
M B
O L
S A
M P
LE
S
LOG OF BORING M789-16-1
HAND PENETROMETER
UNCONFINED COMPRESSION
UNCONSOLIDATED-UNDRAINED
TRIAXIAL COMPRESSION
TORVANES
T
A N
D A
R D
P E
N E
T R
A T
IO
N
T E
S T
B
LO
W
S P
E R
F O
O T
WET ROTARY:
DATE: 2/2/2016
Fauchex
UNDRAINED SHEAR STRENGTH,
TSF
LI
Q
U
ID
L
IM
IT
M O
IS
T
U R
E C
O N
T E
N T
D R
Y U
N
IT
W E
IG
H
T
P C
F
SAMPLER: Shelby Tube/Split Spoon
DRY AUGER: 0 TO 2 FT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
HVJ Associates, Inc.
E
LE
V A
T
IO
N , F
T
-40
-45
-50
-55
PROJECT NO.: HG1610009
SURFACE ELEVATION: 3.2 FT
WATER DEPTH 24 HOURS AFTER DRILLING: ---
0.1 0.2 0.3 0.4 0.5
RANGE :
STATION : 14+99
3.2 FT
EELogged By: PLATE A-1
LOCATION:
PROJECT:
COMPLETION DEPTH: 60 FT
Cells M789 and M10 Levee Raising N: 13805398; E: 3255299
2 TO 60 FT
FREE WATER DURING DRILLING: ---
DESCRIPTION OF MATERIAL
D E
P T
H , F
T
Drilled By:
P E
R C
E N
T P
A S
S
IN
G N
O . 2
S
IE
V
E
C O
H H
G -1
6-
9.
G
-w/ sand and calcareous nodules 0'-2' Firm, gray and brownish yellow, FAT CLAY (CH) (Levee Fill) -w/ sand pockets 2'-4' Soft to firm, reddish brown and gray, FAT CLAY (CH) (Levee Fill) -w/ sand seams and shells 6'-8'
-w/ sand and calcareous nodules 8'-10'
Loose, brown, CLAYEY SAND (SC)
Loose, gray, CLAYEY SAND (SC)
-w/ shells 18'-30'
Very soft, gray, FAT CLAY WITH
SAND (CH)
98.9
31.6
17.0
82.8
DEPTH TO WATER IN BORING:
S Y
M B
O L
S A
M P
LE
S
LOG OF BORING M789-16-2
HAND PENETROMETER
UNCONFINED COMPRESSION
UNCONSOLIDATED-UNDRAINED
TRIAXIAL COMPRESSION
TORVANES
T
A N
D A
R D
P E
N E
T R
A T
IO
N
T E
S T
B
LO
W
S P
E R
F O
O T
WET ROTARY:
DATE: 2/3/2016
Fauchex
UNDRAINED SHEAR STRENGTH,
TSF
LI
Q
U
ID
L
IM
IT
M O
IS
T
U R
E C
O N
T E
N T
D R
Y U
N
IT
W E
IG
H
T
P C
F
SAMPLER: Shelby Tube/Split Spoon
DRY AUGER: 0 TO 2 FT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
HVJ Associates, Inc.
E
LE
V A
T
IO
N , F
T
-5
-10
-15
-20
-25
-30
-35
PROJECT NO.: HG1610009
SURFACE ELEVATION: 3.6 FT
WATER DEPTH 24 HOURS AFTER DRILLING: ---
0.1 0.2 0.3 0.4 0.5
RANGE :
STATION : 30+08
21.5 FT
EELogged By: PLATE A-2
LOCATION:
PROJECT:
COMPLETION DEPTH: 55 FT
Cells M789 and M10 Levee Raising N: 13805584; E: 3256797
2 TO 55 FT
FREE WATER DURING DRILLING: ---
DESCRIPTION OF MATERIAL
D E
P T
H , F
T
Drilled By:
P E
R C
E N
T P
A S
S
IN
G N
O . 2
S
IE
V
E
C O
H H
G -1
6-
9.
G
Soft, gray, FAT CLAY WITH SAND
(CH)
Very stiff, gray, FAT CLAY WITH
SAND (CH)
Dense, brown, POORLY GRADED
SAND (SP)
-w/ shells
3.6
DEPTH TO WATER IN BORING:
S Y
M B
O L
S A
M P
LE
S
LOG OF BORING M789-16-2
HAND PENETROMETER
UNCONFINED COMPRESSION
UNCONSOLIDATED-UNDRAINED
TRIAXIAL COMPRESSION
TORVANES
T
A N
D A
R D
P E
N E
T R
A T
IO
N
T E
S T
B
LO
W
S P
E R
F O
O T
WET ROTARY:
DATE: 2/3/2016
Fauchex
UNDRAINED SHEAR STRENGTH,
TSF
LI
Q
U
ID
L
IM
IT
M O
IS
T
U R
E C
O N
T E
N T
D R
Y U
N
IT
W E
IG
H
T
P C
F
SAMPLER: Shelby Tube/Split Spoon
DRY AUGER: 0 TO 2 FT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
HVJ Associates, Inc.
E
LE
V A
T
IO
N , F
T
-40
-45
-50
PROJECT NO.: HG1610009
SURFACE ELEVATION: 3.6 FT
WATER DEPTH 24 HOURS AFTER DRILLING: ---
0.1 0.2 0.3 0.4 0.5
RANGE :
STATION : 30+08
21.5 FT
EELogged By: PLATE A-2
LOCATION:
PROJECT:
COMPLETION DEPTH: 55 FT
Cells M789 and M10 Levee Raising N: 13805584; E: 3256797
2 TO 55 FT
FREE WATER DURING DRILLING: ---
DESCRIPTION OF MATERIAL
D E
P T
H , F
T
Drilled By:
P E
R C
E N
T P
A S
S
IN
G N
O . 2
S
IE
V
E
C O
H H
G -1
6-
9.
G
1.17
Brown, SILTY CLAYEY SAND (SC-SM) (Levee Fill)
Very soft to soft, reddish brown, FAT CLAY (CH) (Levee Fill)
-w/ sand pockets and rocks 4'-6'
Very Soft, Gray and brown, SANDY FAT CLAY (CH) (Levee Fill)
Very soft, gray, FAT CLAY WITH SAND (CH) (Levee Fill)
Loose, gray, SILTY CLAYEY SAND
(SC-SM)
-w/ shells 13'-25'
Firm, gray, SANDY FAT CLAY (CH)
-w/ shells 33'-35'
-w/ wood 38'-40'
87.1
61.2
81.1
31.2
43.6
65.8
DEPTH TO WATER IN BORING:
S Y
M B
O L
S A
M P
LE
S
LOG OF BORING M789-16-3
HAND PENETROMETER
UNCONFINED COMPRESSION
UNCONSOLIDATED-UNDRAINED
TRIAXIAL COMPRESSION
TORVANES
T
A N
D A
R D
P E
N E
T R
A T
IO
N
T E
S T
B
LO
W
S P
E R
F O
O T
WET ROTARY:
DATE: 2/4/2016
Fauchex
UNDRAINED SHEAR STRENGTH,
TSF
LI
Q
U
ID
L
IM
IT
M O
IS
T
U R
E C
O N
T E
N T
D R
Y U
N
IT
W E
IG
H
T
P C
F
SAMPLER: Shelby Tube/Split Spoon
DRY AUGER: 0 TO 2 FT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
HVJ Associates, Inc.
E
LE
V A
T
IO
N , F
T
-5
-10
-15
-20
-25
-30
-35
PROJECT NO.: HG1610009
SURFACE ELEVATION: 2.2 FT
WATER DEPTH 24 HOURS AFTER DRILLING: ---
0.1 0.2 0.3 0.4 0.5
RANGE :
STATION : 45+18
88.1 FT
EELogged By: PLATE A-3
LOCATION:
PROJECT:
COMPLETION DEPTH: 65 FT
Cells M789 and M10 Levee Raising N: 13805226; E: 3258082
2 TO 65 FT
FREE WATER DURING DRILLING: ---
DESCRIPTION OF MATERIAL
D E
P T
H , F
T
Drilled By:
P E
R C
E N
T P
A S
S
IN
G N
O . 2
S
IE
V
E
C O
H H
G -1
6-
9.
G
Medium dense, gray, CLAYEY SAND
(SC)
Loose, light brown, CLAYEY SAND
(SC)
Dense, gray, CLAYEY SAND (SC)
-w/ shells 63'-65'
13.0
21.0
12.0
DEPTH TO WATER IN BORING:
S Y
M B
O L
S A
M P
LE
S
LOG OF BORING M789-16-3
HAND PENETROMETER
UNCONFINED COMPRESSION
UNCONSOLIDATED-UNDRAINED
TRIAXIAL COMPRESSION
TORVANES
T
A N
D A
R D
P E
N E
T R
A T
IO
N
T E
S T
B
LO
W
S P
E R
F O
O T
WET ROTARY:
DATE: 2/4/2016
Fauchex
UNDRAINED SHEAR STRENGTH,
TSF
LI
Q
U
ID
L
IM
IT
M O
IS
T
U R
E C
O N
T E
N T
D R
Y U
N
IT
W E
IG
H
T
P C
F
SAMPLER: Shelby Tube/Split Spoon
DRY AUGER: 0 TO 2 FT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
HVJ Associates, Inc.
E
LE
V A
T
IO
N , F
T
-40
-45
-50
-55
-60
PROJECT NO.: HG1610009
SURFACE ELEVATION: 2.2 FT
WATER DEPTH 24 HOURS AFTER DRILLING: ---
0.1 0.2 0.3 0.4 0.5
RANGE :
STATION : 45+18
88.1 FT
EELogged By: PLATE A-3
LOCATION:
PROJECT:
COMPLETION DEPTH: 65 FT
Cells M789 and M10 Levee Raising N: 13805226; E: 3258082
2 TO 65 FT
FREE WATER DURING DRILLING: ---
DESCRIPTION OF MATERIAL
D E
P T
H , F
T
Drilled By:
P E
R C
E N
T P
A S
S
IN
G N
O . 2
S
IE
V
E
C O
H H
G -1
6-
9.
G
Very soft to firm, reddish brown and gray, LEAN CLAY WITH SAND (CL) (Levee Fill) -w/ calcareous nodules and sand seams 0'-2' -w/ sand pockets 2'-4' -w/ rocks 4'-6'
-w/ sand seams 6'-8'
Loose, gray, SILTY SAND (SM) (Levee Fill)
-w/ shells 13'-20'
Very soft to soft, gray, SANDY LEAN
CLAY (CL)
Very soft to soft, gray to dark gray, FAT
CLAY (CH)
-w/ wood 38'-40'
77.3
30.1
79.9
95.9
DEPTH TO WATER IN BORING:
S Y
M B
O L
S A
M P
LE
S
LOG OF BORING M789-16-4
HAND PENETROMETER
UNCONFINED COMPRESSION
UNCONSOLIDATED-UNDRAINED
TRIAXIAL COMPRESSION
TORVANES
T
A N
D A
R D
P E
N E
T R
A T
IO
N
T E
S T
B
LO
W
S P
E R
F O
O T
WET ROTARY:
DATE: 2/4/2016
Fauchex
UNDRAINED SHEAR STRENGTH,
TSF
LI
Q
U
ID
L
IM
IT
M O
IS
T
U R
E C
O N
T E
N T
D R
Y U
N
IT
W E
IG
H
T
P C
F
SAMPLER: Shelby Tube/Split Spoon
DRY AUGER: 0 TO 8 FT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
HVJ Associates, Inc.
E
LE
V A
T
IO
N , F
T
-5
-10
-15
-20
-25
-30
-35
PROJECT NO.: HG1610009
SURFACE ELEVATION: 2.3 FT
WATER DEPTH 24 HOURS AFTER DRILLING: ---
0.1 0.2 0.3 0.4 0.5
RANGE :
STATION : 60+01
26.8 FT
EELogged By: PLATE A-4
LOCATION:
PROJECT:
COMPLETION DEPTH: 50 FT
Cells M789 and M10 Levee Raising N: 13803862; E: 3258666
8 TO 50 FT
FREE WATER DURING DRILLING: 8.0 FT
DESCRIPTION OF MATERIAL
D E
P T
H , F
T
Drilled By:
P E
R C
E N
T P
A S
S
IN
G N
O . 2
S
IE
V
E
C O
H H
G -1
6-
9.
G
Very soft to soft, gray to dark gray, FAT CLAY (CH) [Continued...]
Very stiff, gray to dark gray, LEAN
CLAY (CL)
Dense, gray, CLAYEY SAND (SC)
17.1
16 2820
DEPTH TO WATER IN BORING:
S Y
M B
O L
S A
M P
LE
S
LOG OF BORING M789-16-4
HAND PENETROMETER
UNCONFINED COMPRESSION
UNCONSOLIDATED-UNDRAINED
TRIAXIAL COMPRESSION
TORVANES
T
A N
D A
R D
P E
N E
T R
A T
IO
N
T E
S T
B
LO
W
S P
E R
F O
O T
WET ROTARY:
DATE: 2/4/2016
Fauchex
UNDRAINED SHEAR STRENGTH,
TSF
LI
Q
U
ID
L
IM
IT
M O
IS
T
U R
E C
O N
T E
N T
D R
Y U
N
IT
W E
IG
H
T
P C
F
SAMPLER: Shelby Tube/Split Spoon
DRY AUGER: 0 TO 8 FT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
HVJ Associates, Inc.
E
LE
V A
T
IO
N , F
T
-40
-45
PROJECT NO.: HG1610009
SURFACE ELEVATION: 2.3 FT
WATER DEPTH 24 HOURS AFTER DRILLING: ---
0.1 0.2 0.3 0.4 0.5
RANGE :
STATION : 60+01
26.8 FT
EELogged By: PLATE A-4
LOCATION:
PROJECT:
COMPLETION DEPTH: 50 FT
Cells M789 and M10 Levee Raising N: 13803862; E: 3258666
8 TO 50 FT
FREE WATER DURING DRILLING: 8.0 FT
DESCRIPTION OF MATERIAL
D E
P T
H , F
T
Drilled By:
P E
R C
E N
T P
A S
S
IN
G N
O . 2
S
IE
V
E
C O
H H
G -1
6-
9.
G
Soft to firm, reddish brown and gray, FAT CLAY WITH SAND (CH) (Levee Fill)
-w/ sand pockets and rocks 4'-6'
-w/ sand layers 6'-8'
Very soft, reddish brown and gray, FAT CLAY WITH SAND (CH) (Levee Fill)
Firm, reddish brown and gray, FAT CLAY WITH SAND (CH) (Levee Fill)
Very loose, gray, CLAYEY SAND (SC)
-w/ shells 18'-30'
Medium dense, brown, POORLY
GRADED SAND WITH CLAY (SP-SC)
83.0
70.9
25.3
39.6
6.3
DEPTH TO WATER IN BORING:
S Y
M B
O L
S A
M P
LE
S
LOG OF BORING M789-16-5
HAND PENETROMETER
UNCONFINED COMPRESSION
UNCONSOLIDATED-UNDRAINED
TRIAXIAL COMPRESSION
TORVANES
T
A N
D A
R D
P E
N E
T R
A T
IO
N
T E
S T
B
LO
W
S P
E R
F O
O T
WET ROTARY:
DATE: 2/5/2016
Fauchex
UNDRAINED SHEAR STRENGTH,
TSF
LI
Q
U
ID
L
IM
IT
M O
IS
T
U R
E C
O N
T E
N T
D R
Y U
N
IT
W E
IG
H
T
P C
F
SAMPLER: Shelby Tube/Split Spoon
DRY AUGER: 0 TO 15 FT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
HVJ Associates, Inc.
E
LE
V A
T
IO
N , F
T
-5
-10
-15
-20
-25
-30
-35
PROJECT NO.: HG1610009
SURFACE ELEVATION: 4.4 FT
WATER DEPTH 24 HOURS AFTER DRILLING: ---
0.1 0.2 0.3 0.4 0.5
RANGE :
STATION : 70+00
27.3 FT
EELogged By: PLATE A-5
LOCATION:
PROJECT:
COMPLETION DEPTH: 55 FT
Cells M789 and M10 Levee Raising N: 13802948; E: 3258589
15 TO 55 FT
FREE WATER DURING DRILLING: ---
DESCRIPTION OF MATERIAL
D E
P T
H , F
T
Drilled By:
P E
R C
E N
T P
A S
S
IN
G N
O . 2
S
IE
V
E
C O
H H
G -1
6-
9.
G
Stiff to very stiff, brown, SILTY CLAY
WITH SAND (CL-ML)
-w/ sand layers 43'-45'
Firm, gray, FAT CLAY WITH SAND
(CH)
-w/ possible wood 48'-50'
Very stiff, brown, SANDY LEAN CLAY
(CL)
-w/ sand 53'-54'
83.7
53.4
84 36
DEPTH TO WATER IN BORING:
S Y
M B
O L
S A
M P
LE
S
LOG OF BORING M789-16-5
HAND PENETROMETER
UNCONFINED COMPRESSION
UNCONSOLIDATED-UNDRAINED
TRIAXIAL COMPRESSION
TORVANES
T
A N
D A
R D
P E
N E
T R
A T
IO
N
T E
S T
B
LO
W
S P
E R
F O
O T
WET ROTARY:
DATE: 2/5/2016
Fauchex
UNDRAINED SHEAR STRENGTH,
TSF
LI
Q
U
ID
L
I…
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