12-T-0014 Amend 0001.pdf

US ARMY ENGINEER DISTRICT, PHILADELPHIA

POC ROBERT W. HUTCHEON

100 PENN SQUARE EAST

PHILADELPHIA PA 19107-3390

W25PHS13570560

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

Replace Table 1 & 2 by attachment to this Amendment Add tw o (2) requirements to CLIN 1 - Base Contract.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 06-Feb-2012

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 W912BU-12-T-0014

X 9B. DATED (SEE ITEM 11)

30-Jan-2012

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

06-Feb-2012

CODE

US ARMY ENGINEER DISTRICT, PHILADELPHIA

CONTRACTING DIVISION

WANAMAKER BUILDING

100 PENN SQUARE EAST

PHILADELPHIA PA 19107-3390

W912BU 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE W912BU

FACILITY CODECODE

EMAIL:TEL:

W912BU-12-T-0014

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 1449 - CONTINUATION SHEET

SUPPLIES OR SERVICES AND PRICES

Table 1 – Summary of SVE Wells to be Installed and, Table 2 – Summary of Monitor Wells Included in the Scope of Work have been added as attachements to the end of this Amendment. Please discard previous copies and replace with these revised tables.

CLIN 0001

The CLIN extended description has changed to: Excavate/Open Landfill Liner. Install 7 4 inch SVE wells and 2 4 inch Monitor wells. Period of performance will be approximately 70 days total after notice to proceed is published.

Add: Abandon one (1) well Number KCB-10. This is a 30 foot deep, 4" PVC Monitor well.

Add: Two (2) Hydropunch Water Samples (total)..

(End of Summary of Changes) lipari-summary of sve wells-scope-020612.xlsx

Total Additional Replenish SVE Approx Approx Depth Well Filter Bentonite Filter Tube Well Surface Bottom of Well Screen Pack (1) Seal Grout Pack Depth

ID Northing Easting Elevation* Elevation* (ft) (bgs) (bgs) (bgs) (bgs) (bgs) (bgs) C-70 323,553 1,866,208 130 108 22 12 to 22 10 to 22 8 to 10 NA 0 to 8 11 C-71 323,602 1,866,262 128 106 22 12 to 22 10 to 22 8 to 10 NA 0 to 8 11 C-72 323,626 1,866,299 125 105 20 10 to 20 8 to 20 0 to 8 NA NA 9 C-73 323,649 1,866,339 122 104 18 8 to 18 6 to 18 0 to 6 NA NA 7 C-74 323,654 1,866,381 123 103 20 10 to 20 0 to 20 NA NA NA 9 C-75 323,664 1,866,488 118 102 16 6 to 16 4 to 16 2 to 4 NA 0 to 2 6 C-76 323,663 1,866,529 120 100 20 10 to 20 0 to 20 NA NA NA 9

(1) Assumes 2 feet of primary filter pack above top of screen

*From drawing M-2 **From Drawing M-1 All SVE wells shall be constructed of 4-inch diam 304 SS and extend 2 feet above ground.

All SVE well boreholes shall be enlarged to 10 inch diameter for completion of the well.

Coordinates**

Summary of SVE Wells to be Installed Lipari Landfill Site

2/6/2012

Table 1

C:\Documents and Settings\E5CTSRWH\My Documents\Current Contracts\SVE Wells Laparie\Solicitation Documents\lipari-summary of monitor wells-scope-020112A.xlsx

Depth Inner Screen Minimum Outer Outer Total to Single/ Inner Casing Interval Borehole Outer Casing Casing

MW Depth Water Double Casing Diameter Depth Diameter Casing Diameter Depth Flush/ ID Northing Easting (ft) (ft) Cased Material (in) (ft) (in) Material (in) (ft) Stickup

C-100 TBD TBD 30 TBD Single PVC 4 20 to 30 8 NA NA NA Stickup C-101 TBD TBD 30 TBD Single PVC 4 20 to 30 8 NA NA NA Stickup

C-102 (1) TBD TBD 30 TBD Single PVC 4 20 to 30 8 NA NA NA Stickup C-103 (1) TBD TBD 30 TBD Single PVC 4 20 to 30 8 NA NA NA Stickup

V-8 (2) TBD TBD 120 TBD Double PVC 2 115 to 120 10 Steel 6 100 Flush V-9 (3) TBD TBD 120 TBD Double PVC 2 115 to 120 10 Steel 6 100 Stickup

Total Primary Secondary Inner Outer Well Inside/ Depth Well Filter Filter Bentonite Casing Casing Penetrates Outside

MW of Well Screen Pack (1) Pack Seal Grout Grout Landfill Concrete Slurry ID (ft) (bgs) (bgs) (bgs) (bgs) (bgs) (bgs) Liner? Slab? Bollards? Wall?

C-100 30 20 to 30 18 to 30 16 to 18 14 to 16 0 to 14 NA Yes No No Inside C-101 30 20 to 30 18 to 30 16 to 18 14 to 16 0 to 14 NA No Yes Yes Outside

C-102 (1) 30 20 to 30 18 to 30 16 to 18 14 to 16 0 to 14 NA Yes No No Inside C-103 (1) 30 20 to 30 18 to 30 16 to 18 14 to 16 0 to 14 NA No Yes Yes Outside

V-8 (2) 120 115 to 120 113 to 120 111 to 113 109 to 111 0 to 109 0 to 100 No Yes No Outside V-9 (3) 120 115 to 120 113 to 120 111 to 113 109 to 111 0 to 109 0 to 100 No Yes Yes Outside

NA = not applicable

(1) Option A wells - only to be installed if Option A exercised by USACE

(2) Option B well - only to be installed if Option B exercised by USACE

(3) Option C well - only to be installed if Option C exercised by USACE

Summary of Monitor Wells Included in Scope of Work Lipari Landfill Superfund Site

Table 2

2/1/2012

Coordinates