SF-30,_Amendment_0001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE Page of Pages

2. AMENDMENT/MODIFICATION

3. EFFECTIVE DATE

4/28/2017

4. REQUISITION/PURCHASE NO.

20626

5. PROJECT NO.

20-C0860

6. ISSUED BY CODE: R20

Bureau of Reclamation

Mid-Pacific Region

Regional Office

Division of Acquisition Services

2800 Cottage Way, Room E-1815

Sacramento, California 95825-1898

7. ADMINISTERED BY CODE: R20

Bureau of Reclamation

Mid-Pacific Regional Office

2800 Cottage Way, Room E-1815

Sacramento, California 95825-1898

8. NAME AND ADDRESS OF CONTRACTOR

X

9A. AMENDMENT OF SOLICITATION NO.

R17PS00201

9B. DATED (SEE ITEM 11)

04/05/2017

10A. MODIFICATION OF CONTRACT NO.

10B. DATED (SEE ITEM 13)

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 offers ( ) is extended (X) is not extended. Offerors 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 ACKNOWLEDGEMENT 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:

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 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 and return copies to the issuing office.

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

The Solicitation cited in block 9A above is hereby amended.

A. Title: Marble Bluff Dam and Fish Passage Facility Radial Gate Rehabilitation B. Purpose: The purpose of this amendment is to incorporate changes to Section J.

C. Description: This amendment hereby incorporates the following:

Attached documents are hereby incorporated.

1) Remove and replace Page J-1

2) Add Attachment 6 to Section J: "Site Visit Information"

3) Add Attachment 7 to Section J: "Questions and Answers"

The offeror must acknowledge this amendment by following one of the methods mentioned in Item 11 above.

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) 16A. NAME AND TITLE OF CONTRACTING OFFICER

Erim Celik

Contracting Officer

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

16C. DATE SIGNED

NSN 7540-01-152-807030-105 STANDARD FORM 30 (REV. 10-83)

PREVIOUS EDITION UNUSABLE Prescribed by GSA

MICROSOFT WORD VERSION

Solicitation No. R17PS00201 Amendment 01 Marble Bluff Dam and Fish Passage Facility – Radial Gate Rehabilitation

J-1

SECTION J - LIST OF DOCUMENTS, EXHIBITS AND OTHER ATTACHMENTS

Attachment Number List of Documents, Exhibits, and other Attachments

1 General Decision NV63 – 6 Pages

2 Offeror Responsibility Information – 4 Pages

3 Subcontracting Percentages Worksheet – 1 Page

4 Section G - Invoicing Documents – 4 Pages

5 TERO Information – 21 Pages

6 Site Visit Information – 4 Pages

7 Questions and Answers – 12 Pages

END OF SECTION

ATTACHMENT 6

AGENDA

I. Introductions:

MP-3800 Erim Celik, Contracting Officer (CO)

MPCO Richard Welsh, Regional Construction Engineer (CE) Reynaldo E. (Henry) Garcia, Construction Manager

Todd Dooley, Materials Engineer

LBAO Scott Schoenfeld, Civil Engineer Steven Sprague, Civil Engineer

II. Communication Protocol:

All questions shall be addressed in writing or emailed and shall be forwarded to:

Reynaldo E. (Henry) Garcia Erim Celik rgarcia@usbr.gov AND ecelik@usbr.gov

(530) 308-4794 (916) 978-5549

ALL QUESTIONS WILL BE ASKED IN WRITING AND WILL BE ANSWERED IN

WRITING IN ORDER TO BECOME INTEGRAL TO THE CONTRACT. NOTHING

STATED OTHERWISE WILL BECOME PART OF THE CONTRACT.

The cut-off date and time for submittal of questions is 5:00 pm (PST) on Monday, April 24, 2017. Any questions received after this may not be responded to and therefore not included in an amendment.

The Government does not plan to extend proposal due date of 2:00 pm (PST) on Friday May 5, 2017, so it is imperative to submit all questions in writing as soon as practicable.

III. Project Description/Background:

Work is located at Marble Bluff Dam and Fishway.

SECTION A - Solicitation, Offer and Award Form (SF 1442). This solicitation/requirement is restricted to Total Small Business concerns under NAICS 237990 with the applicable size standard of $36.50 million. FAR Clause 52.219-06, “Notice of Total Small Business Set- Aside” applies to this requirement.

SECTION B - Price Schedule B-1

SECTION C - Specifications/Appendices The omission of discussing solicitation items/issues today does not diminish their importance.

SECTION F – Deliveries or Performance: Commencement, Prosecution, and Completion of Work: Start

Solicitation No. R17PS00201 Amendment 01 Marble Bluff Dam and Fish Passage Facility - Radial Gate Rehabilitation

Attachment 6 mailto:rgarcia@usbr.gov mailto:ecelik@usbr.gov work within 7 calendar days of NTP and complete entire work ready for use not later than 220 calendar days after NTP.

Liquidated Damages: If the Contractor fails to complete the work within time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $2200.00 for each calendar day of delay until the work is completed or accepted.

SECTION G – Contract Administration:

The contract will be administered by the MPCO staff. The Post-Award conference will be held at the Mid-Pacific Regional Office, 2800 Cottage Way, Sacramento, California 95825-1898, at mutually agreeable time/date.

SECTION H - SPECIAL CONTRACT REQUIREMENTS

TERO Regulations

SECTION I - Contract Clauses: Note that many clauses are only incorporated by reference, with the same force and effect as if they were given in full text. The full texts of clauses are available by accessing appropriate websites listed in Section I.

SECTION J - List of Documents, Exhibits and Other Attachments: This is a Davis-Bacon project.

PLEASE NOTE AND COMPLY WITH ALL INSTRUCTIONS OR YOUR PROPOSAL

MAY BE DEEMED NON-RESPONSIVE.

Site Tour: We will be meeting at 11:00 am, Tuesday April 18th, 2017 at Marble Bluff Dam and Fishway.

Safety: Review Site Specific Site Visit JHA, PPE; appropriate personal protective equipment (safety footwear, hard hat and high visibility vest). If there are any questions regarding the site visit, please contact Henry Garcia at (530) 308-4794.

Solicitation No. R17PS00201 Amendment 01 Marble Bluff Dam and Fish Passage Facility - Radial Gate Rehabilitation

Attachment 6

Marble Bluff Dam and Fish Passage Facility - Radial Gate Rehabilitation

Marble Bluff Dam and Fish Passage Facility - Radial Gate Rehabilitation

Attachment 7 Questions and Answers

Marble Bluff Dam and Fish Passage Facility Radial Gate Rehabilitation

1. Please describe how access is obtained to Gate 10. We assume it is through the approx. 3’x5’ grating in the concrete to the northeast of the Gate 9 caged ladder. If that is correct is there a permanent ladder for access or does the Contractor need to provide access?

Gate 10 is located at the bottom of the fish lock behind diffuser grates. Access is obtained via the set of stairs that lead to the entrance channel. There is a permanent ladder that leads from the bottom of the stairs to the entrance channel catwalk. There is another permanent ladder that leads from the entrance channel catwalk to the entrance channel. Once in the entrance channel, access to the fish lock is achieved by walking through the opening of Gate 9 and down a short non-permanent ladder.

The entrance channel and fish lock will have to be dewatered to achieve this access. There are isolation gates upstream and downstream that can be used to dewater.

2. How does lockout/isolation work for Gate 10 access?

Lockout for access to Gate 10 will be performed by Reclamation personnel in accordance with RSHS section 15.6. Interruption of service will need to be coordinated per Section 01 14 30, Part 1.03. A typical Switching Program Form for access to Gate 10 is attached.

3. Does Gate 10 need to be removed from the slot for abrasive blasting and painting or can it be painted in place? The gate might not be 100% accessible if it is painted in place.

The fish lock drain gate 10 shall be removed for surface preparation and coating in accordance with Section 09 97 02, Part 1.07.

4. Please define the work limits for the fish lock false floor and associated frame. We assume the entire structure (top frame, bottom frame, false floor, etc) is to be blasted and painted but please confirm.

The work limits for the fish lock false floor and frame is defined by all items hanging on the hoist hook. This includes the top frame, bottom frame, false floor etc.

5. Does the fish lock false floor and frame need to be removed from the shaft or can it be blasted and painted in the shaft? It is unlikely that 100% of the surfaces will be accessible if the structure is blasted and painted in the shaft.

The fish lock false floor and frame shall be removed to ensure all of the fish lock false floor and frame surfaces are prepared and coated in accordance with section 09 97 02.

6. Is there enough head room on the fish lock false floor hoist to raise the frame completely out of the shaft for removal in one piece or does the frame need to be disassembled to remove it from the shaft?

Yes, the hoist and monorail system was designed so that the fish lock false floor and frame can be raised from the lock in one piece and trolleyed downstream and placed on the adjacent concrete pad.

The bolted on sections of catwalk guardrail will have to be removed during this process.

Solicitation No. R17PS00201 Amendment 01 Attachment 7

7. Does Reclamation have a drawing that shows the fish lock hoist monorail beam and the platform below so we can determine if the false floor structure can be lowered directly to grade without interference from the platform?

See previous response to question 6.

8. Is there any drawing or spec information available for the radial gate hoist motor brake lining that needs to be replaced in kind?

There is no drawing or spec available that details the motor brake lining.

9. What is the load capacity of the grating and concrete flume structures in the area approaching the radial gate hoist area? We may need to travel across the top of those structures with a crane in the area from the facility entrance to the north of the radial gate.

Those items have an HS20 rating.

10. Does Reclamation have data for normal operating water level at the radial gate? So far we have only located stream gage data from the Nixon monitoring station.

Reclamation has been manually collecting reservoir elevation readings approximately once per month since 1978. See the attached collected reservoir elevation data for Marble Bluff Dam. Due to historic precipitation and snow pack levels, we anticipate reservoir elevations for this year will exceed recorded reservoir elevations for previous years.

11. 09 96 20, D.2 – Will all paint applicators require the CAS certification or will the appropriate ratio of certified and non-certified be sufficient?

All coating applicators shall have CAS certification. Some exception may be given for sufficient comparable jobs using the same coating type. The CAS certification and comparable jobs using the V-766E and VZ-108D coatings in section 09 97 02 shall not receive exception.

12. Can Gate #10 be removed in order for rehabilitation of blasting + painting? If not – is there a means of access to this structure?

See previous response to question 3.

13. Since the false floor has small openings – this creates a problem for catching all spent abrasive media during blasting operations. Is there a way to isolate this structure or remove from service as to not contaminate the environment below the floor?

See previous responses to questions 5 and 6.

14. Abrasive blasting and coating of the hydraulic cabinet for Gate #9 will require access from all sides and collection of the spent media. What is the load rating of the Fish false floor? Can scaffold be erected? Is it rated for a 200lb worker + ladder?

The fish lock false floor is not intended to support personnel or scaffolding and as such supporting personnel or scaffolding with it is not acceptable.

POM-216 (8-11)

Bureau of Reclamation

SWITCHING PROGRAM FORM

Facility: Clearance Number: 14-10-06-01_______

Marble Bluff Fish Facility Hot Line Order

Switching (for Configuration Management)

Equipment: Fish Lock Pit and Entrance Channel Work to be performed: Inspection of metal components and cleanout of fish lock pit

Comments/Instructions: Prior to placement of this clearance, it is helpful to cascade water through gate 8 in order to minimize the amount of debris in the bottom of the fish lock pit.

Clearance Locks Required: 9 Clearance Tags Required: 0

Placement Prepared By:

Steven Sprague Placement Checked By:

Monte Brewer Removal Prepared By:

Steven Sprague Removal Checked By:

Monte Brewer

Clearance #

Issued To

Issued By

Date/Time

Released By

Released To

Date/Time

Personnel Ground I.D. #

Placed by/Time & Date

Removed By/ Time & Date

Initial Location

Bureau of Reclamation

SWITCHING PROGRAM FORM

Facility: Clearance Number: 14-10-06-01_______

Marble Bluff Fish Facility Hot Line Order

Switching (for Configuration Management)

Equipment: Fish Lock Pit and Entrance Channel Work to be performed: Inspection of metal components and cleanout of fish lock pit

Comments/Instructions: Prior to placement of this clearance, it is helpful to cascade water through gate 8 in order to minimize the amount of debris in the bottom of the fish lock pit.

Clearance Locks Required: 9 Clearance Tags Required: 0

STEP

SWITCHING FOR PLACEMENT

LOCK/

TAG

TIME

INITIAL

1 Close Gate #1 to 0%

2 Close Gate #1 hydraulic isolation ball valves

3 LOCK Gate #1 hydraulic isolation ball valves

4 Close Gate #3 to 0%

5 Close Gate #3 hydraulic isolation ball valves

6 LOCK Gate #3 hydraulic isolation ball valves

7 Close Gate #6 to 0%

8 Open Gate #6 disconnect switch

9 LOCK Gate #6 disconnect switch

10 Close Gate #10 to 0%

11 Close Gate #10 hydraulic isolation ball valves

12 LOCK Gate #10 hydraulic isolation ball valves

13 Open Gate #9 to 100%

14 Close Gate #9 hydraulic isolation ball valves

15 LOCK Gate #9 hydraulic isolation ball valves

16 Open Gate #7 to 100%

17 Close Gate #7 hydraulic isolation ball valves

18 LOCK Gate #7 hydraulic isolation ball valves

19 Inflate the Obermeyer Gate #13 to 100%

20 Close Obermeyer Gate #13 deflate ball valves

21 LOCK Gate #13 deflate ball valve at control cabinet

Bureau of Reclamation

SWITCHING PROGRAM FORM

Facility: Clearance Number: 14-10-06-01_______

Marble Bluff Fish Facility Hot Line Order

Switching (for Configuration Management)

Equipment: Fish Lock Pit and Entrance Channel Work to be performed: Inspection of metal components and cleanout of fish lock pit

Comments/Instructions: Prior to placement of this clearance, it is helpful to cascade water through gate 8 in order to minimize the amount of debris in the bottom of the fish lock pit.

Clearance Locks Required: 9 Clearance Tags Required: 0

22 LOCK Gate #13 deflate ball valve at entrance channel

23 Raise False Floor above catwalk floor elevation

24 Place blocking I-Beams under False Floor

25 Lower False Floor onto I-Beams

26 Open Breaker #6 for Hoist Motor located in CCA

27 LOCK Breaker #6 for Hoist Motor

28 Dewater Entrance Channel and Lock Pit

29 Install 4X4 blocking under Gate #9 leaves

Bureau of Reclamation

SWITCHING PROGRAM FORM

Facility: Clearance Number: 14-10-06-01_______

Marble Bluff Fish Facility Hot Line Order

Switching (for Configuration Management)

Equipment: Fish Lock Pit and Entrance Channel Work to be performed: Inspection of metal components and cleanout of fish lock pit

Comments/Instructions: Prior to placement of this clearance, it is helpful to cascade water through gate 8 in order to minimize the amount of debris in the bottom of the fish lock pit.

Clearance Locks Required: 9 Clearance Tags Required: 0

STEP

SWITCHING FOR REMOVAL

LOCK/

TAG

TIME

INITIAL

1 Remove 4X4 blocking under Gate #9 leaves

2 UNLOCK Breaker #6 for Hoist Motor located in CCA

3 Close Breaker #6 for Hoist Motor located in CCA

4 Raise False Floor off blocking I-Beams

5 Remove blocking I-Beams under False Floor

6 Set False Floor to desired position

7 UNLOCK Gate #13 deflate ball valve at entrance channel

8 UNLOCK Gate #13 deflate ball valve at control cabinet

9 Open Obermeyer Gate #13 deflate ball valves

10 Set the Obermeyer Gate #13 to desired position

11 UNLOCK Gate #7 hydraulic isolation ball valves

12 Open Gate #7 hydraulic isolation ball valves

13 Set Gate #7 to desired position

14 UNLOCK Gate #9 hydraulic isolation ball valves

15 Open Gate #9 hydraulic isolation ball valves

16 Set Gate #9 to desired position

17 UNLOCK Gate #10 hydraulic isolation ball valves

18 Open Gate #10 hydraulic isolation ball valves

19 Set Gate #10 to desired position

20 UNLOCK Gate #6 disconnect switch

21 Close Gate #6 disconnect switch

Bureau of Reclamation

SWITCHING PROGRAM FORM

Facility: Clearance Number: 14-10-06-01_______

Marble Bluff Fish Facility Hot Line Order

Switching (for Configuration Management)

Equipment: Fish Lock Pit and Entrance Channel Work to be performed: Inspection of metal components and cleanout of fish lock pit

Comments/Instructions: Prior to placement of this clearance, it is helpful to cascade water through gate 8 in order to minimize the amount of debris in the bottom of the fish lock pit.

Clearance Locks Required: 9 Clearance Tags Required: 0

22 Set Gate #6 to desired position

23 UNLOCK Gate #3 hydraulic isolation ball valves

24 Open Gate #3 hydraulic isolation ball valves

25 Set Gate #3 to desired position

26 UNLOCK Gate #1 hydraulic isolation ball valves

27 Open Gate #1 hydraulic isolation ball valves

28 Set Gate #1 to desired position

Reading Report Dam: Marble Bluff (Low Hazard) Instrument Type: Reservoir/Tailwater/Precip Period: 10/04/1978;11 - 04/03/2017;12

Reading Date Instrument Name value 04/03/2017;12 Reservoir 3858.10 03/07/2017;12 Reservoir 3856.60 02/06/2017;12 Reservoir 3854.70 12/06/2016;12 Reservoir 3854.80 11/07/2016;12 Reservoir 3849.60 10/04/2016;12 Reservoir 3850.10 09/02/2016;12 Reservoir 3854.50 08/01/2016;12 Reservoir 3854.90 07/05/2016;12 Reservoir 3854.90 05/31/2016;12 Reservoir 3855.60 04/29/2016;12 Reservoir 3855.10 04/01/2016;08 Reservoir 3855.40 03/01/2016;12 Reservoir 3854.90 02/02/2016;12 Reservoir 3855.50 11/25/2015;12 Reservoir 3848.70 11/05/2015;12 Reservoir 3849.40 10/08/2015;12 Reservoir 3849.00 09/09/2015;12 Reservoir 3853.50 08/03/2015;12 Reservoir 3847.90 06/30/2015;12 Reservoir 3854.70 06/02/2015;12 Reservoir 3854.90 05/04/2015;12 Reservoir 3854.80 04/03/2015;12 Reservoir 3854.80 03/03/2015;12 Reservoir 3854.90 02/09/2015;12 Reservoir 3855.50 01/12/2015;07 Reservoir 3854.90 12/02/2014;12 Reservoir 3854.90 10/30/2014;12 Reservoir 3854.80 10/02/2014;12 Reservoir 3854.90 08/29/2014;12 Reservoir 3854.80 07/31/2014;12 Reservoir 3854.90 07/03/2014;12 Reservoir 3854.90 06/04/2014;12 Reservoir 3855.00 05/05/2014;12 Reservoir 3855.20 03/31/2014;12 Reservoir 3855.40 03/03/2014;12 Reservoir 3854.90 02/04/2014;12 Reservoir 3854.80 01/03/2014;12 Reservoir 3854.80 12/05/2013;10 Reservoir 3854.90 11/04/2013;12 Reservoir 3854.90 10/01/2013;12 Reservoir 3855.00 09/12/2013;12 Reservoir 3855.00 07/31/2013;12 Reservoir 3854.90 06/27/2013;12 Reservoir 3855.10 06/03/2013;12 Reservoir 3855.10 04/30/2013;12 Reservoir 3855.10 04/01/2013;12 Reservoir 3855.10 03/08/2013;12 Reservoir 3855.00 02/01/2013;12 Reservoir 3855.30 01/03/2013;12 Reservoir 3855.00 12/12/2012;12 Reservoir 3851.20 10/30/2012;12 Reservoir 3848.70 10/04/2012;12 Reservoir 3854.90 09/04/2012;12 Reservoir 3854.90 07/31/2012;12 Reservoir 3855.00 07/03/2012;12 Reservoir 3855.20 06/01/2012;12 Reservoir 3855.40 05/03/2012;12 Reservoir 3855.50 04/03/2012;12 Reservoir 3855.40 03/02/2012;12 Reservoir 3855.40 02/03/2012;12 Reservoir 3855.40 01/03/2012;12 Reservoir 3855.40 12/05/2011;12 Reservoir 3855.50 11/03/2011;12 Reservoir 3855.50 09/30/2011;12 Reservoir 3855.30 09/07/2011;12 Reservoir 3855.30 08/05/2011;12 Reservoir 3855.30 07/06/2011;12 Reservoir 3856.50

Printed by: Sara Sigala on Apr 25, 2017; 2:48:40 PM

Reading Date Instrument Name value 05/31/2011;12 Reservoir 3856.40 05/05/2011;12 Reservoir 3856.50 04/04/2011;12 Reservoir 3856.20 03/04/2011;12 Reservoir 3855.50 02/01/2011;12 Reservoir 3855.30 01/06/2011;12 Reservoir 3855.50 11/26/2010;12 Reservoir 3855.30 10/29/2010;12 Reservoir 3855.40 09/02/2010;12 Reservoir 3855.00 07/30/2010;12 Reservoir 3855.00 06/24/2010;12 Reservoir 3855.60 06/01/2010;12 Reservoir 3855.20 04/30/2010;12 Reservoir 3855.30 04/02/2010;12 Reservoir 3855.10 02/26/2010;12 Reservoir 3855.10 01/29/2010;12 Reservoir 3854.60 11/30/2009;12 Reservoir 3854.80 10/23/2009;12 Reservoir 3855.10 09/24/2009;15 Reservoir 3855.10 08/27/2009;12 Reservoir 3855.10 07/30/2009;12 Reservoir 3854.90 06/12/2009;12 Reservoir 3855.20 06/10/2009;12 Reservoir 3855.30 05/12/2009;12 Reservoir 3855.60 04/17/2009;12 Reservoir 3855.50 03/01/2009;12 Reservoir 3855.20 01/30/2009;12 Reservoir 3854.80 12/31/2008;12 Reservoir 3854.80 11/10/2008;12 Reservoir 3854.90 09/16/2008;12 Reservoir 3855.00 08/19/2008;12 Reservoir 3854.80 07/18/2008;12 Reservoir 3855.10 06/09/2008;12 Reservoir 3855.20 05/13/2008;12 Reservoir 3855.30 04/14/2008;12 Reservoir 3855.00 03/25/2008;11 Reservoir 3857.00 02/10/2008;12 Reservoir 3854.80 01/10/2008;12 Reservoir 3855.50 11/30/2007;12 Reservoir 3854.70 10/30/2007;11 Reservoir 3854.90 09/24/2007;12 Reservoir 3854.90 07/27/2007;12 Reservoir 3854.00 07/10/2007;12 Reservoir 3854.70 05/31/2007;12 Reservoir 3854.90 04/05/2007;12 Reservoir 3855.00 02/28/2007;12 Reservoir 3854.70 01/25/2007;12 Reservoir 3854.20 01/04/2007;12 Reservoir 3855.40 10/01/2006;12 Reservoir 3855.40 08/29/2006;12 Reservoir 3855.40 07/31/2006;12 Reservoir 3855.30 06/26/2006;12 Reservoir 3854.80 06/05/2006;12 Reservoir 3851.30 05/12/2006;12 Reservoir 3856.70 04/17/2006;12 Reservoir 3856.70 03/22/2006;12 Reservoir 3855.80 02/03/2006;12 Reservoir 3855.60 12/09/2005;12 Reservoir 3855.40 10/28/2005;12 Reservoir 3855.30 09/27/2005;12 Reservoir 3855.20 08/25/2005;12 Reservoir 3855.00 07/26/2005;12 Reservoir 3855.30 06/28/2005;12 Reservoir 3853.50 06/02/2005;12 Reservoir 3856.30 05/03/2005;12 Reservoir 3855.90 03/30/2005;12 Reservoir 3855.60 02/25/2005;12 Reservoir 3855.40 01/13/2005;12 Reservoir 3851.00 12/27/2004;12 Reservoir 3854.70 11/16/2004;12 Reservoir 3854.60 10/18/2004;12 Reservoir 3854.60 09/29/2004;12 Reservoir 3854.70 08/17/2004;12 Reservoir 3855.00 07/12/2004;12 Reservoir 3854.80 06/15/2004;12 Reservoir 3855.00 05/18/2004;12 Reservoir 3855.00 04/16/2004;12 Reservoir 3855.30

Printed by: Sara Sigala on Apr 25, 2017; 2:48:40 PM

03/15/2004;11 Reservoir 3854.70 02/17/2004;11 Reservoir 3854.90 01/26/2004;11 Reservoir 3854.80 01/13/2004;11 Reservoir 3854.80 12/10/2003;11 Reservoir 3854.70 11/25/2003;11 Reservoir 3853.00 10/27/2003;11 Reservoir 3855.20 10/01/2003;11 Reservoir 3855.00 08/12/2003;11 Reservoir 3855.10 06/30/2003;12 Reservoir 3855.03 05/02/2003;12 Reservoir 3855.70 04/23/2003;12 Reservoir 3855.20 03/28/2003;12 Reservoir 3854.20 03/04/2003;12 Reservoir 3854.60 01/27/2003;12 Reservoir 3854.80 01/02/2003;12 Reservoir 3854.70 12/01/2002;12 Reservoir 3854.70 09/30/2002;11 Reservoir 3855.30 08/27/2002;11 Reservoir 3854.70 07/26/2002;11 Reservoir 3851.80 07/03/2002;11 Reservoir 3854.40 06/11/2002;11 Reservoir 3855.40 05/30/2002;11 Reservoir 3855.40 04/16/2002;11 Reservoir 3855.70 03/12/2002;11 Reservoir 3854.80 02/27/2002;11 Reservoir 3854.60 01/07/2002;11 Reservoir 3854.60 11/08/2001;11 Reservoir 3854.70 10/02/2001;11 Reservoir 3854.80 09/06/2001;11 Reservoir 3854.80 08/06/2001;11 Reservoir 3854.90 06/25/2001;11 Reservoir 3848.60 05/25/2001;11 Reservoir 3853.40 04/19/2001;11 Reservoir 3853.70 03/28/2001;11 Reservoir 3851.70 02/25/2001;11 Reservoir 3848.60 02/22/2001;11 Reservoir 3848.60 01/26/2001;11 Reservoir 3848.60 12/13/2000;11 Reservoir 3855.10 11/06/2000;11 Reservoir 3855.40 10/17/2000;11 Reservoir 3855.43 08/29/2000;11 Reservoir 3855.25 07/25/2000;11 Reservoir 3855.29 06/21/2000;11 Reservoir 3855.17 05/22/2000;11 Reservoir 3856.00 04/27/2000;11 Reservoir 3856.00 03/16/2000;11 Reservoir 3855.80 02/02/2000;11 Reservoir 3855.50 12/15/1999;11 Reservoir 3855.50 11/30/1999;11 Reservoir 3855.50 10/04/1999;11 Reservoir 3855.30 09/08/1999;11 Reservoir 3855.90 07/30/1999;11 Reservoir 3855.30 07/01/1999;11 Reservoir 3856.35 05/30/1999;11 Reservoir 3857.70 04/30/1999;11 Reservoir 3856.80 03/24/1999;11 Reservoir 3856.80 01/15/1999;11 Reservoir 3856.40 12/28/1998;11 Reservoir 3856.40 12/01/1998;11 Reservoir 3856.18 10/05/1998;11 Reservoir 3857.00 07/24/1998;11 Reservoir 3856.35 04/30/1998;11 Reservoir 3857.50 03/09/1998;11 Reservoir 3855.60 02/13/1998;11 Reservoir 3855.68 12/20/1997;11 Reservoir 3857.00 09/22/1997;11 Reservoir 3857.00 08/11/1997;11 Reservoir 3857.00 06/11/1997;11 Reservoir 3857.00 05/08/1997;11 Reservoir 3857.00 04/17/1997;11 Reservoir 3856.70 03/27/1997;11 Reservoir 3857.00 02/05/1997;11 Reservoir 3857.90 01/09/1997;11 Reservoir 3859.40 01/03/1997;11 Reservoir 3864.40 12/27/1996;11 Reservoir 3852.50 09/23/1996;11 Reservoir 3855.50

Printed by: Sara Sigala on Apr 25, 2017; 2:48:40 PM

08/22/1996;11 Reservoir 3855.30 07/23/1996;11 Reservoir 3855.40 06/24/1996;11 Reservoir 3857.30 05/16/1996;11 Reservoir 3857.40 04/02/1996;11 Reservoir 3857.20 03/13/1996;11 Reservoir 3857.60 01/17/1996;11 Reservoir 3851.50 11/14/1995;11 Reservoir 3850.40 10/23/1995;11 Reservoir 3850.80 09/25/1995;11 Reservoir 3850.00 08/25/1995;11 Reservoir 3851.20 07/31/1995;11 Reservoir 3853.80 06/01/1995;11 Reservoir 3858.20 04/28/1995;11 Reservoir 3856.90 02/28/1995;11 Reservoir 3850.20 01/20/1995;11 Reservoir 3850.00 11/23/1994;11 Reservoir 3848.70 10/28/1994;11 Reservoir 3848.70 10/03/1994;11 Reservoir 3848.70 07/25/1994;11 Reservoir 3854.50 06/30/1994;11 Reservoir 3854.60 06/06/1994;11 Reservoir 3855.50 04/15/1994;11 Reservoir 3860.00 08/11/1993;11 Reservoir 3848.94 07/07/1993;11 Reservoir 3850.90 06/07/1993;11 Reservoir 3856.25 05/12/1993;11 Reservoir 3856.25 04/09/1993;11 Reservoir 3855.40 01/27/1993;11 Reservoir 3848.18 11/13/1992;11 Reservoir 3848.00 10/09/1992;11 Reservoir 3847.70 08/26/1992;11 Reservoir 3847.72 08/05/1992;11 Reservoir 3847.60 06/04/1992;11 Reservoir 3847.66 05/06/1992;11 Reservoir 3851.54 04/07/1992;11 Reservoir 3854.32 03/06/1992;11 Reservoir 3851.20 01/27/1992;11 Reservoir 3848.00 01/09/1992;11 Reservoir 3848.00 12/12/1991;11 Reservoir 3847.98 11/04/1991;11 Reservoir 3848.40 10/04/1991;11 Reservoir 3847.73 08/27/1991;11 Reservoir 3847.80 08/01/1991;11 Reservoir 3847.78 07/08/1991;11 Reservoir 3847.77 06/05/1991;11 Reservoir 3853.52 05/02/1991;11 Reservoir 3854.67 03/28/1991;11 Reservoir 3848.00 03/07/1991;11 Reservoir 3848.80 01/29/1991;11 Reservoir 3848.12 12/07/1990;11 Reservoir 3848.14 11/05/1990;11 Reservoir 3848.20 10/02/1990;11 Reservoir 3847.85 08/30/1990;11 Reservoir 3848.05 07/26/1990;11 Reservoir 3848.02 05/29/1990;11 Reservoir 3848.23 05/04/1990;11 Reservoir 3854.75 04/03/1990;11 Reservoir 3853.80 01/30/1990;11 Reservoir 3848.33 11/30/1989;11 Reservoir 3848.50 11/06/1989;11 Reservoir 3848.60 09/29/1989;11 Reservoir 3848.70 08/24/1989;11 Reservoir 3848.50 07/31/1989;11 Reservoir 3848.50 07/06/1989;11 Reservoir 3848.60 06/02/1989;11 Reservoir 3848.30 05/01/1989;11 Reservoir 3854.60 04/04/1989;11 Reservoir 3855.00 12/12/1988;11 Reservoir 3848.90 10/05/1988;11 Reservoir 3848.70 09/01/1988;11 Reservoir 3848.50 08/05/1988;11 Reservoir 3848.30 07/07/1988;11 Reservoir 3848.30 05/30/1988;11 Reservoir 3854.70 05/04/1988;11 Reservoir 3853.60 04/06/1988;11 Reservoir 3848.60 03/04/1988;11 Reservoir 3848.70

Printed by: Sara Sigala on Apr 25, 2017; 2:48:40 PM

02/02/1988;11 Reservoir 3848.40 01/06/1988;11 Reservoir 3848.90 12/03/1987;11 Reservoir 3848.70 11/03/1987;11 Reservoir 3848.20 09/02/1987;11 Reservoir 3848.00 08/03/1987;11 Reservoir 3848.00 07/02/1987;11 Reservoir 3848.40 06/03/1987;11 Reservoir 3855.40 05/04/1987;11 Reservoir 3855.80 04/07/1987;11 Reservoir 3855.30 02/26/1987;11 Reservoir 3851.50 02/02/1987;11 Reservoir 3849.20 01/07/1987;11 Reservoir 3849.70 12/03/1986;11 Reservoir 3849.50 10/28/1986;11 Reservoir 3850.80 10/01/1986;11 Reservoir 3851.00 08/30/1986;11 Reservoir 3850.20 07/31/1986;11 Reservoir 3850.40 06/26/1986;11 Reservoir 3852.80 04/02/1986;11 Reservoir 3858.20 03/03/1986;11 Reservoir 3857.70 02/04/1986;11 Reservoir 3846.50 01/07/1986;11 Reservoir 3853.00 12/03/1985;11 Reservoir 3854.50 10/30/1985;11 Reservoir 3848.30 10/02/1985;11 Reservoir 3848.20 05/01/1985;11 Reservoir 3855.60 01/07/1985;11 Reservoir 3855.70 10/29/1984;11 Reservoir 3852.30 10/01/1984;11 Reservoir 3851.00 08/29/1984;11 Reservoir 3850.00 05/01/1984;11 Reservoir 3855.80 04/04/1984;11 Reservoir 3856.00 02/29/1984;11 Reservoir 3856.40 02/06/1984;11 Reservoir 3857.20 01/05/1984;11 Reservoir 3857.30 11/04/1983;11 Reservoir 3855.00 06/29/1983;11 Reservoir 3857.60 06/01/1983;11 Reservoir 3857.00 01/07/1983;11 Reservoir 3855.00 12/02/1982;11 Reservoir 3856.10 11/02/1982;11 Reservoir 3855.50 09/30/1982;11 Reservoir 3854.70 08/30/1982;11 Reservoir 3854.90 07/30/1982;11 Reservoir 3854.90 04/05/1982;11 Reservoir 3856.00 12/01/1981;11 Reservoir 3856.00 04/27/1981;11 Reservoir 3854.20 02/20/1981;11 Reservoir 3855.60 11/05/1980;11 Reservoir 3855.30 06/04/1980;11 Reservoir 3857.00 02/12/1980;11 Reservoir 3855.10 11/08/1979;11 Reservoir 3854.70 07/26/1979;11 Reservoir 3854.55 04/11/1979;11 Reservoir 3854.50 01/04/1979;11 Reservoir 3854.80 10/04/1978;11 Reservoir 3854.55

Printed by: Sara Sigala on Apr 25, 2017; 2:48:40 PM