W912PM-15-B-0002-0002.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

W912PM-15-B-0002, Entitled Maintenance Dredging, Wilmington Harbor Anchorage Basin and Betw een Channel & Eagle Island Cell 1 Dike Raise, New Hanover and Brunsw ick Counties, North Carolina is hereby amended as follow s:

SEE SUMMARY OF CHANGES

1. CONTRACT ID CODE PAGE OF PAGES

J 1 6

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

16C. DATE SIGNED

BY 25-Jun-2015

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

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912PM-15-B-0002

X 9B. DATED (SEE ITEM 11)

15-Jun-2015

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

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

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

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

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

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

6. ISSUED BY

3. EFFECTIVE DATE

25-Jun-2015

CODE

U S ARMY CORPS OF ENGINEERS

WILMINGTON DISTRICT

ATTN: DANNY KISSAM

69 DARLINGTON AVE

WILMINGTON NC 28403-1343

W912PM 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912PM-15-B-0002

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SECTION 00 00 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION, CONTRACT LINE ITEM NUMBER (CLIN) SCHEDULE

CLIN 0001

The FSC code Z2KF has been added.

The PROG code C20 has been added.

The WSC Equipment code 000 has been added.

The NAICS code 237990 has been added.

The MDAP/MAIS Code 000 has been added.

CLIN 0002

The pricing detail quantity has increased by 300,000.00 from 750,000.00 to 1,050,000.00.

CLIN 0003

The pricing detail quantity has increased by 5,000.00 from 40,000.00 to 45,000.00.

CLIN 0009

The CLIN description has changed from Temporary Silt Fence to Temporary Silt Fence Replacement.

CLIN 0010

This CLIN has been renumbered to CLIN 0011.

The FSC code Z2KF has been added.

The PROG code C20 has been added.

The WSC Equipment code 000 has been added.

The NAICS code 237990 has been added.

The MDAP/MAIS Code 000 has been added.

CLIN 0011

This CLIN has been renumbered to CLIN 0012.

The CLIN extended description has changed from inal, Berth 1 and Berth 2. This is not a priced bid item and is included for information only. For bidding purposes see Sub-Clins 0011AA, 0011AB, 0011AC. to inal, Berth 1 and Berth 2. This is not a priced bid item and is included for information only. For bidding purposes see Sub-Clins

0012AA, 0012AB, 0012AC..

SUBCLIN 0011AA

This SUBCLIN has been renumbered to SUBCLIN 0012AA.

SUBCLIN 0011AB

This SUBCLIN has been renumbered to SUBCLIN 0012AB.

SUBCLIN 0011AC

This SUBCLIN has been renumbered to SUBCLIN 0012AC.

CLIN 0012

This CLIN has been renumbered to CLIN 0013.

The CLIN extended description has changed from Port, Berths 3 through 6. This is not a priced bid item and is included for information only. For bidding purposes see Sub-Clins 0012AA, 0012AB, 0012AC. to Port, Berths 3 through 6. This is not a priced bid item and is included for information only. For bidding purposes see Sub- Clins 0013AA, 0013AB, 0013AC..

SUBCLIN 0012AA

This SUBCLIN has been renumbered to SUBCLIN 0013AA.

SUBCLIN 0012AB

This SUBCLIN has been renumbered to SUBCLIN 0013AB.

The pricing detail quantity has increased by 1,000.00 from 8,000.00 to 9,000.00.

SUBCLIN 0012AC

This SUBCLIN has been renumbered to SUBCLIN 0013AC.

CLIN 0013

This CLIN has been renumbered to CLIN 0014.

The CLIN extended description has changed from Port, Berths 7 through 9. This is not a priced bid item and is included for information only. For bidding purposes see Sub-Clins 0013AA, 0013AB, 0013AC. to Port, Berths 7 through 9. This is not a priced bid item and is included for information only. For bidding purposes see Sub- Clins 0014AA, 0014AB, 0014AC..

SUBCLIN 0013AA

This SUBCLIN has been renumbered to SUBCLIN 0014AA.

SUBCLIN 0013AB

This SUBCLIN has been renumbered to SUBCLIN 0014AB.

The pricing detail quantity has increased by 3,000.00 from 5,000.00 to 8,000.00.

SUBCLIN 0013AC

This SUBCLIN has been renumbered to SUBCLIN 0014AC.

CLIN 0010 is added as follows:

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0010 1,000 Linear

Foot

Temporary Silt Fence RepairFOB: Destination

NET AMT

The following have been modified:

TOTAL AMOUNT

TOTAL AMOUNT OF LINE ITEMS 0001 through 0011 $___________________

TOTAL AMOUNT OF LINE ITEM 0012AA $___________________

TOTAL AMOUNT OF LINE ITEM 0012AB $___________________

TOTAL AMOUNT OF LINE ITEM 0012AC $___________________

TOTAL AMOUNT OF LINE ITEM 0013AA $___________________

TOTAL AMOUNT OF LINE ITEM 0013AB $___________________

TOTAL AMOUNT OF LINE ITEM 0013AC $___________________

TOTAL AMOUNT OF LINE ITEM 0014AA $___________________

TOTAL AMOUNT OF LINE ITEM 0014AB $___________________

TOTAL AMOUNT OF LINE ITEM 0014AC $___________________

TOTAL AMOUNT OF LINE ITEMS 0001 through 0014AC $___________________

SECTION 00 70 00 - CONDITIONS OF THE CONTRACT

The following have been added by reference:

52.204-2 Security Requirements AUG 1996

SECTION 00 73 00 - SUPPLEMENTARY CONDITIONS

The following Acceptance/Inspection Schedule was added for CLIN 0010:

INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

N/A N/A N/A Government

The following Delivery Schedule item for CLIN 0002 has been changed from:

DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC

10-SEP-2015 750,000 CONTRACTING DIVISION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401-3640

FOB: N/A

K6P0000

To:

10-SEP-2015 1,050,000 CONTRACTING DIVISION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401-3640

The following Delivery Schedule item for CLIN 0003 has been changed from:

10-SEP-2015 40,000 CONTRACTING DIVISION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401-3640

To:

10-SEP-2015 45,000 CONTRACTING DIVISION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401-3640

The following have been added by full text:

AT-OPSEC REQUIREMENT

ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES

Access and General Protection/Security Policy and Procedures. This standard language text is for contractor employees with an area of performance within an Army controlled installation, facility or area. Proposed language: "All contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet installation/facility access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in contractor security matters or processes."

PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM

Pre-screen candidates using E-Verify Program. Proposed language: "The Contractor must pre-screen Candidates using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award."

*When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, with the designated Government representative. This Form will be provided to the Contracting Officer and shall become part of the official contract file.

(End of Summary of Changes)

Amendment 0002

Technical Summary of Changes

01 57 23 – TEMPORARY STORM WATER POLLUTION CONTROL

Delete existing Pages 1 THRU 6 in their entirety and replace with revised like-numbered Pages.

35 20 23 – DREDGING

Delete existing Attachment 1 Enclosure in its entirety and replace with revised Attachment.

NOTE:

Text that is added or revised by this amendment is identified with ***Amendment 0002(beginning and ending of revision/addition) and printed in bold.

The text changes may have necessitated reformatting of subsequent text or pages. If this is the case, those pages have also been issued as amended pages but are not underlined or bold text.

DRAWINGS

Delete existing Plate Numbers CN105 THRU CN110, and GI02 in their entirety and replace with revised enclosed Plates.

-- End of Summary of Changes- -

Encls As Stated

Wilm Hrbr Anchorage Basin,Between Channel & W912PM-15-B-0002 Eagle Island Cell 1 Dike Raise, NC

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 57 23

TEMPORARY STORM WATER POLLUTION CONTROL

PART 1 GENERAL

***AMENDMENT 0002***

1.1 REFERENCES

1.2 SYSTEM DESCRIPTION

1.3 EROSION AND SEDIMENT CONTROLS

1.3.1 Stabilization Practices

1.3.1.1 Unsuitable Conditions

1.3.1.2 Protection of Erodible Soils

1.3.2 Structural Practices

1.3.2.1 Temporary Silt Fence

1.3.3 Seeding and Mulching

1.4 SUBMITTALS

1.5 MEASUREMENT AND PAYMENT FOR TEMPORARY SILT FENCE

1.5.1 Temporary Silt Fence Replacement

1.5.2 Existing Temporary Silt Fence Repair

***AMENDMENT 0002***

PART 2 PRODUCTS

2.1 COMPONENTS FOR TEMPORARY SILT FENCES

2.1.1 Wire Fabric

2.1.2 Filter Fabric

2.1.3 Silt Fence Posts

2.1.4 Mill Certificate or Affidavit

2.1.5 Identification, Storage, and Handling

PART 3 EXECUTION

3.1 INSTALLATION OF SILT FENCES

3.2 FIELD QUALITY CONTROL

3.2.1 Silt Fence Maintenance

3.3 INSPECTIONS

3.3.1 General

3.3.2 Inspections Details

3.3.3 Inspection Reports

-- End of Section Table of Contents --

SECTION 01 57 23 Page 1 (Revised by Amendment 0002)

SECTION 01 57 23

TEMPORARY STORM WATER POLLUTION CONTROL

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM D4439 (2014) Geosynthetics

ASTM D4491 (1999a; R 2014; E 2014) Water Permeability of Geotextiles by Permittivity

ASTM D4533 (2011) Trapezoid Tearing Strength of Geotextiles

ASTM D4632/D4632M (2008; E 2013; R 2013) Grab Breaking Load and Elongation of Geotextiles

ASTM D4751 (2012) Determining Apparent Opening Size of a Geotextile

ASTM D4873 (2002; R 2009) Identification, Storage, and Handling of Geosynthetic Rolls and Samples

1.2 SYSTEM DESCRIPTION

The work consists of implementing the storm water pollution prevention measures to prevent sediment from entering streams or water bodies as specified in this Section in conformance with the requirements of Section

01 57 20.00 10 ENVIRONMENTAL PROTECTION.

1.3 EROSION AND SEDIMENT CONTROLS

The controls and measures required of the Contractor are described hereinafter.

1.3.1 Stabilization Practices

The stabilization practices to be implemented include temporary seeding, mulching, etc. On the daily CQC Report, record the dates when the major grading activities occur, (e.g., clearing, excavation, embankment, and grading; when construction activities temporarily or permanently cease on a portion of the site; and when stabilization practices are initiated.

Initiate stabilization practices as soon as practicable, in any portion of the site where construction activities have temporarily or permanently ceased.

SECTION 01 57 23 Page 2

1.3.1.1 Unsuitable Conditions

Where the initiation of stabilization measures by the fifth day after construction activity temporarily or permanently ceases or is precluded by unsuitable conditions caused by the weather, initiate stabilization practices as soon as practicable after conditions become suitable.

1.3.1.2 Protection of Erodible Soils

Immediately finish the earthwork brought to a final grade, as indicated or specified, and protect the side slopes and back slopes upon completion of rough grading. Plan and conduct earthwork to minimize the duration of exposure of unprotected soils.

1.3.2 Structural Practices

Structural practices shall be implemented to divert flows from exposed soils, temporarily store flows, or otherwise limit runoff from exposed areas of the site. Structural practices shall be implemented in a timely manner, during the construction process, to minimize erosion and sediment runoff. Structural practices shall include as a minimum temporary silt fence.

1.3.2.1 Temporary Silt Fence

An existing temporary silt fence is in place around the perimeter of Cell

1. Prior to commencement of clearing and earthwork operations, the Contractor, along with the Contracting Officer's Representative, shall inspect the entire length of the existing temporary silt fence around Cell 1 and identify, flag and measure sections that need to be replaced or repaired in order for the silt fence to serve its intended purpose of retaining sediment. Work deemed to be replacement shall include furnishing and installing new filter fabric, wire fabric and/or steel posts, as required. Work deemed to be repairs shall include reattachment of the existing components, such as reattaching the filter fabric to the existing wire fabric or posts. The Contractor shall complete all temporary silt fence replacement and repairs prior to commencement of clearing and earthwork operations. See drawings for temporary silt fence detail. Silt fences shall be properly installed to effectively retain sediment. The Contractor shall maintain the temporary silt fence in a satisfactory condition for the duration of the project. All temporary silt fence shall remain in place at the completion of the contract work.

1.3.3 Seeding and Mulching

Disturbed ground shall be seeded and mulched in accordance with Section

32 92 19 SEEDING.

1.4 SUBMITTALS

Government approval is required for submittals with a "G, A" designation;

submittals not having a "G, A" designation are for information only. When used, a designation following the "G, A" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-06 Test Reports

Erosion and Sediment Controls

SECTION 01 57 23 Page 3

SD-07 Certificates

Mill Certificate or Affidavit

Certificate attesting that the Contractor has met all specified requirements.

1.5 MEASUREMENT AND PAYMENT FOR TEMPORARY SILT FENCE

***AMENDMENT 0002***

1.5.1 Temporary Silt Fence Replacement

The quantity of temporary silt fence to be paid for shall be the actual number of linear feet of temporary silt fence installed and accepted. The quantity of temporary silt fence measured as provided above will be paid for at the contract unit price per linear foot for "Temporary Silt Fence Replacement" as listed in the Bidding Schedule. Such price and payment will be full compensation for furnishing all materials, tools, equipment and all incidentals necessary to furnish and install new temporary silt fence, remove and replace existing temporary silt fence, and maintain the temporary silt fence (new and existing).

1.5.2 Existing Temporary Silt Fence Repair

The quantity of repaired temporary silt fence to be paid for shall be the actual number of linear feet of temporary silt fence repaired and accepted. The quantity of temporary silt fence measured as provided above will be paid for at the contract unit price per linear foot for "Temporary Silt Fence Repair" as listed in the Bidding Schedule. Such price and payment will be full compensation for furnishing all materials, tools, equipment and all incidentals necessary to repair the existing temporary silt fence components, as defined in subparagraph Temporary Silt Fence of this Section.

***AMENDMENT 0002***

PART 2 PRODUCTS

2.1 COMPONENTS FOR TEMPORARY SILT FENCES

2.1.1 Wire Fabric

Provide woven wire fabric with a minimum 32-inch width with a minimum of 6 horizontal line wires with 12" stay spacing. Top and bottom wires shall be 10 gauge. Intermediate wires shall be 12.5 gauge.

2.1.2 Filter Fabric

Provide geotextile that complies with the requirements of ASTM D4439, and consists of polymeric filaments which are formed into a stable network such that filaments retain their relative positions. The filament shall consist of a long-chain synthetic polymer composed of at least 85 percent by weight of ester, propylene, or amide, and contains stabilizers and/or inhibitors added to the base plastic to make the filaments resistant to deterioration due to ultraviolet and heat exposure. Provide synthetic filter fabric that contains ultraviolet ray inhibitors and stabilizers to assure a minimum of six months of expected usable construction life at a temperature range of 0 to 120 degrees F. The filter fabric shall meet the following requirements:

SECTION 01 57 23 Page 4

FILTER FABRIC FOR SILT SCREEN FENCE

PHYSICAL PROPERTY TEST PROCEDURE STRENGTH REQUIREMENT

Grab Tensile Elongation (percent)

ASTM D4632/D4632M 100 lbs. min.

30 percent max.

Trapezoid Tear ASTM D4533 55 lbs. min.

Permittivity ASTM D4491 0.2 sec-1

AOS (U.S. Std Sieve) ASTM D4751 20-100

2.1.3 Silt Fence Posts

Use steel posts for fence construction. Steel posts (standard "U" or "T" section) utilized for silt fence construction, shall have a minimum weight of 1.33 pounds/linear foot and a minimum length of 5 feet. Posts shall not be spaced more than 8 feet on center.

2.1.4 Mill Certificate or Affidavit

Provide a mill certificate or affidavit attesting that the fabric and factory seams meet chemical, physical, and manufacturing requirements specified above. Specify in the mill certificate or affidavit the actual Minimum Average Roll Values and identify the fabric supplied by roll identification numbers. Submit a mill certificate or affidavit signed by a legally authorized official from the company manufacturing the filter fabric.

2.1.5 Identification, Storage, and Handling

Filter fabric must be identified, stored, and handled in accordance with

ASTM D4873.

PART 3 EXECUTION

3.1 INSTALLATION OF SILT FENCES

Extend silt fences a minimum of 24 inches above the ground surface.

Provide filter fabric from a continuous roll cut to the length of the barrier to avoid the use of joints. When joints are unavoidable, splice together filter fabric at a support post, with a minimum 6 inch overlap, and securely sealed. Excavate trench approximately 4 inches wide and 8 inches deep on the upslope side of the location of the silt fence. The 4-by 8-inch trench shall be backfilled and the soil compacted over the filter fabric.

3.2 FIELD QUALITY CONTROL

Maintain the temporary and permanent vegetation, erosion and sediment control measures, and other protective measures in good and effective operating condition by performing routine inspections to determine condition and effectiveness, by restoration of destroyed vegetative cover, and by repair of erosion and sediment control measures and other protective

SECTION 01 57 23 Page 5 measures. The following procedures shall be followed to maintain the protective measures.

3.2.1 Silt Fence Maintenance

Inspect the silt fences in accordance with paragraph, "INSPECTIONS". Any required repairs shall be made promptly. Pay close attention to the repair of damaged silt fence resulting from end runs and undercutting. Should the fabric on a silt fence decompose or become ineffective, and the barrier is still necessary, replace the fabric promptly. Remove sediment deposits when deposits reach one-third of the height of the barrier.

3.3 INSPECTIONS

3.3.1 General

The Contractor shall inspect disturbed areas of the construction site, areas used for storage of materials that are exposed to precipitation that have not been finally stabilized, stabilization practices, structural practices, other controls, and areas where vehicles exit the site at least once a day and after any significant storm that produces 0.5 inches or more rainfall at the site. Where sites have been finally stabilized, such inspection shall be conducted at least once every month.

3.3.2 Inspections Details

Inspect disturbed areas and areas used for material storage that are exposed to precipitation for evidence of, or the potential for, pollutants entering any body of water. Observe erosion and sediment control measures to ensure that they are operating correctly. Inspect discharge locations or points to ascertain whether erosion control measures are effective in preventing significant impacts to receiving waters. Inspect locations where vehicles exit the site for evidence of offsite sediment tracking.

3.3.3 Inspection Reports

For each inspection conducted, prepare a report summarizing the scope of the inspection, name(s) and qualifications of personnel making the inspection, the date(s) of the inspection, major observations, maintenance performed, and actions taken. Furnish the report to the Contracting Officer or his/her designated representative within 24 hours of the inspection as a part of the Contractor's daily CQC REPORT. A copy of the inspection report shall be maintained on the job site.

-- End of Section --

SECTION 01 57 23 Page 6

Quantities are based on volumes present at the time of the surveys indicated on the contract drawings plus shoaling anticipated before dredging begins.

Cubic Yards 2-Foot Allowable Total Cubic Channel Reach Required Depth (FT) to Required Depth Overdepth Yards

Federal Portion

Anchorage Basin Sta 0+00 to 40+00 -38 100,000 150,000 250,000 Anchorage Basin Sta 40+00 to 84+05 -42 500,000 300,000 800,000 Between Channel -42 12,000 33,000 45,000

Total Federal Portion 612,000 483,000 1,095,000

State Portion

Vopak Terminal Berth & Berths 1 and 2 -38 8,000 12,000 20,000 Berths 3 Through 6 -42 4,000 5,000 9,000 Berths 7 Through 9 -42 3,000 5,000 8,000

Total State Portion 15,000 22,000 37,000

Totals 627,000 505,000 1,132,000

ATTACHMENT 1

(Revised by Amendment No. 0002)