W912P5-16-B-0005_AppA-04.pdf

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Lock Excavation, Chickamauga Lock Federal contract opportunity
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W912P5-16-B-0005
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Department of the Army Corps of Engineers Engineering District Nashville

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APPENDIX A - GEOTECHNICAL DATA (4)

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MODIFICATIONS TO EXISTING

FLOOD FACILITY BRIDGE

COFFERDAM STABILIZATION

Chickamauga Lock Replacement

Tennessee River, Hamilton County, Tennessee

USACE Contract NO.

W912P5-15-C-0021

March 18, 2016

Rembco Project No. 1562

Prepared for:

U.S. Army Corp of Engineers

Nashville District

Prepared by:

Rembco Geotechnical Contractors, Inc.

Knoxville, Tennessee

Table of Contents

Page

1.0 PURPOSE…………………………………………………………………………………………………..1

APPENDIX A – GEOS Plans and calculations

MODIFICATIONS TO EXISTING FLOOD FACILITY BRIDGE

COFFERDAM STABILIZATION

CHICKAMAUGA LOCK

CONTRACT NO. W912P5-15-C-0021

March 18, 2016

1.0 PURPOSE

The purpose of this transmittal is to provide details of planned modifications necessary to improve the existing temporary construction bridge for our use on this project. This topic is covered by specification section 01 50 00 1.5.

The existing bridge was left in place following prior work on the site. The purpose of the bridge is to carry construction loads across the existing flood facility without loading the USACE concrete bridge deck. Rembco representatives have visited the site to inspect and measure the existing structure.

Rembco plans to dispose of the deteriorated decking and reuse the existing steel beams. Beams will be spaced properly for the track width of our C7 drill and we will re-deck the bridge with crane mats.

Our design engineer (GEOS) has analyzed the beams as directed by project specification section 01 50 00 1.5 and the analysis is attached.

Photos of the existing bridge and our C7 drill are provided below. Other construction traffic is of insignificant weight compared to the drill rig.

mbivens Typewritten Text NOTE: THIS WORK WILL ALL BE DONE AT APPROXIMATLEY WAIST LEVEL WHILE STANDING ON THE EXISTING USACE CONCRETE DECK BRIDGE. THERE IS AN EXISITING CONCRETE BRIDGE DECK IMMEDIATELY BELOW THIS STRUCTURE.

Existing flood bridge Photos

Casagrande C7 Drill Rig = 63,000lb

2.0 MODIFICATION WORK PLAN

The existing spacing of the beams allows partial use of the beams in their current configuration. One “side” of the bridge can remain intact, but the spacing between beams must be tightened by moving two of the beams closer to the opposing side.

Rembco intends to implement the modifications required by the GEOS calculations by following this work plan:

1) Remove and dispose of old decking material

2) Cut welds on the first beam to be moved

3) Using a 10,000lb chain hoist, the beam will be pulled into position

4) Weld the beam into position

5) Using the chain hoist, pull the 2nd beam into position

6) Weld the beam into position

7) Install mid-span bracing required by GEOS calculation package

8) Install and secure decking

APPROX. POSITION OF

EXISTING BEAMS. RELOCATE

TO THE LEFT AS SHOWN BY

THE SOLID LINES

NEW CRANE MAT DECKING

EXPECTED TO BE 4FT X 12FT

SECTIONS, 8 REQUIRED.

mbivens Typewritten Text

TYPICAL SECTION THROUGH EXISTING BRIDGE

Appendix A

BRIDGE MODIFICATION PLANS AND CALCULATIONS

March 17, 2016

Rembco Geotechnical Contractors, Inc.

10410 Cogdill Road Knoxville, Tennessee 37932

ATTENTION: Mr. R. Michael Bivens, P.E.

Subject: Design Submittal Chickamauga Temporary Bridge Chattanooga, Tennessee GEOServices Project No. 43-16285

Dear Mr. Bivens:

Enclosed are the design calculations for the subject project. According to the information which you have provided, the bridge shall be a temporary structure with a span of 31.5 feet to support a 63-kip C7 drill rig using existing HP 12x53 members. The existing members shall be placed at the optimal placement and re-welded. The members shall have torsional bracing at mid span. Alternate bracing techniques may be used, but they shall submitted to the engineer for approval. It is assumed that the members have no damage or deterioration. We trust this information meets the project requirements. If you have any questions, please contact us at your convenience.

Sincerely, GEOServices, LLC

Jacob E. Ervin Joshua R. Watson, P.E., C.W.I.

Geotechnical Professional Geotechnical Engineer / Designer

TN 117, 481

Attachments: Figure 1 – Bridge Cross Section Calculations

GEOServices, LLC, 5559 North Lee Highway, Cleveland, TN 37312; Phone (423) 614-6471; Fax (423) 614-6479

Unconfined Compressive Strength, Elastic Moduli and Unit Weight Data for the Carters Formation

Sample No. Boring

Surface Elevation

Top (ft btg)

Bottom (ft btg)

Elevation at

Midpoint Core Size Remarks:

Compressive Strength

(psi)

Unit Weight (lbs/ft3)

Moisture Content

Failure Load (lbs)

Young's Modulus x 106 psi

Poisson's Ratio

Young's and Poisson's at Stress Load (psi)

4 C-59 624.8 28.5 29.5 611.1 HQ Ls/Sh: with fracs 13,330 168.7 0.03 59,900 2 C-49 620.8 21.5 22.7 610.7 HQ Ls bdd frac @ 22.0' 14,607 159.7 0.06 66,300

4 C-49 620.8 7.4 9.1 618.0 HQ

parting 7.85', mechanical break 7.95', broken on irreg shaly surface 20,308 169.2 0.02 92,100

1 C-46 620.8 10.5 11.4 616.0 HQ

Ls/Sh intact w/ part bdd fracs 19,410 169.9 0.23 88,100 10.05 0.31 17,625

1 C-51 621.0 14.8 15.8 614.1 NQ Ls/Sh- intact 15,327 164.1 0.02 41,960 7.91 0.38 13,150 2 C-51 621.0 21.2 22.1 610.9 NQ Ls/Sh- intact 21,904 168.1 0.04 59,900 10.58 0.31 18,283 1 C-48 623.4 31.7 32.7 608.1 NQ Ls/Sh- intact 10,924 166.8 0.31 29,810

2 C-53 621.5 8.4 9.2 617.7 HQ

8.65', break on rough, coarse x-stal surface 23,070 168.1 0.07 104,800

1 4 C-53 621.5 22.1 22.8 610.8 HQ

22.55', mod irreg, fresh, shaly surface 16,628 160.5 0.13 75,100

C-56C 618.3 10.6 11.6 613.5 HQ 21,635 168.5 0.06 84,500

C-87 618.2 15.1 15.9 611.1 HQ 11,586 167.3 0.10 56,000

C-89 619.5 32.3 33.1 603.8 HQ 13,295 169.4 0.03 59,000

C-105 618.5 8.5 9.1 614.6 HQ 18,974 169.2 0.07 84,000

C-107 618.4 10.2 11.0 613.7 HQ 12,768 168.9 0.06 56,900

C-115 618.4 19.0 19.6 609.2 HQ 12,453 167.3 0.10 55,400

C-87 618.2 22.6 23.7 607.4 HQ 19,088 171.2 0.04 93,100 9.54 18,453

C-115 618.4 8.4 9.5 614.8 HQ 17,318 170.9 0.20 76,400 7.64 17,001

C-115 618.4 12.7 13.3 612.4 HQ 19,478 169.2 0.08 86,800 10.31 17,952

C-116 619.5 16.2 16.9 611.8 HQ 17,817 171.2 0.08 79,800 8.72 13,397

C-116 619.5 19.7 20.6 610.1 HQ 25,064 171.0 0.05 111,600 8.71 24,705

Unconfined Compressive Strength, Elastic Moduli and Unit Weight Data for the Tyrone Formation

No. Boring

Surface Elevation

Top (ft btg)

Bottom (ft btg)

Elevation at

Midpoint Core Size Remarks:

Compressive Strength

(psi)

Unit Weight (lbs/ft3)

Moisture Content

Maximum Load (lbs)

Young's Modulus x 106 psi

Poisson's Ratio

Young's and Poisson's at Stress Load (psi)

1 C-59 624.8 3.2 4.0 623.6 HQ red Sh 3,693 166.4 0.17 16,650 1.97 0.13 3,327 2 C-59 624.8 12.6 13.5 619.0 HQ grn/gr & red Sh 18,630 168.1 0.17 84,000 8.82 0.34 16,634

3 C-59 624.8 13.9 14.7 618.3 HQ

Ls/Sh; with vert.

Fracs 11,029 168.4 0.15 49,520

1 C-62 621.4 8.2 9.6 618.0 HQ Ls/Sh 6,580 167.2 0.24 29,520 5.23 0.39 4,904 2 C-62 621.4 13.4 14.5 615.3 HQ grn/gr Sh 24,193 167.8 0.17 108,900

3 C-62 621.4 28.6 29.4 607.5 HQ

grn/gr & red Sh -mottled 21,176 169.2 0.17 95,000 9.21 0.32 18,947

5 C-62 621.4 20.6 22.0 611.8 HQ

3 fracs, upper and lower, smooth, slightly angled, fresh surfaces 8,202 166.0 0.20 36,950

1 C-64 621.5 25.5 26.5 609.3 HQ

Sh, grn, bdd frac @26.0 15,449 167.6 0.18 69,600

3 C-64 621.5 8.0 10.3 618.6 HQ

bddg breaks on shaly surfaces 17,194 168.2 0.12 77,200

3 C-69 624.2 36.1 36.9 606.6 HQ

Ls/Sh; numerous h/a fracs & dol 3,974 168.1 0.07 17,920

3 C-71 621.3 39.2 39.9 602.1 NQ Ls/Sh- intact 16,754 167.6 0.31 46,410 C-60 621.7 27.4 28.1 608.4 HQ 10,011 166.6 0.62 45,1002 C-66 622.0 32.0 32.8 606.4 HQ 11,787 168.8 0.29 52,000

C-87 618.2 6.6 7.4 615.3 HQ 4,449 166.3 0.33 21,700

C-89 619.5 3.3 4.0 618.2 HQ 10,910 167.9 0.29 48,700

C-93 620.4 20.0 21.1 611.0 HQ 18,261 167.5 0.16 80,900

C-111 620.1 34.3 35.1 603.4 HQ 22,618 168.0 0.20 100,200

C-56C 618.3 20.4 21.2 608.5 HQ 18,148 168.0 0.11 71,200 7.52 0.30 17,842

C-60 621.7 15.0 15.7 614.6 HQ 10,357 167.9 0.38 46,700 5.13 0.32 6,654

C-91 618.4 8.3 8.9 614.6 HQ 8,819 166.8 0.62 39,400 6.17 0.40 8,058

C-91 618.4 23.5 24.3 607.1 HQ 8,916 168.4 0.50 39,800 4.09 0.35 6,721

C-91 618.4 26.4 27.2 605.6 HQ 10,552 168.9 0.15 47,100 4.68 0.35 9,857

C-109 618.4 7.1 7.9 615.3 HQ 10,439 168.4 3.77 46,400 6.98 0.27 8,099

Unconfined Compressive Strength, Elastic Moduli and Unit Weight Data for the Hermitage Formation

No. Boring

Surface Elevation

Top (ft btg)

Bottom (ft btg)

Elevation at

Midpoint Core Size Remarks:

Compressive Strength

(psi)

Unit Weight (lbs/ft3)

Moisture Content

Maximum Load (lbs)

Young's Modulus x 106 psi

Poisson's Ratio

Young's and Poisson's at Stress Load (psi)

1 C-69 624.2 10.1 11.2 619.7 HQ Ls/Sh 16,383 169.4 0.04 73,500 8.23 0.24 12,260 1 C-71 621.3 19.7 20.5 611.9 NQ Ls/Sh cly at top 8,828 167.1 0.17 24,480 2 C-71 621.3 25.2 26.0 609.1 NQ Ls/Sh slicks on top 14,130 168.7 0.08 38,890 7.94 0.27 11,990 1 C-73 622.7 7.7 8.7 619.4 NQ Ls/Sh- intact 11,320 168.7 0.15 30,890 3.51 0.21 9,894 2 C-73 622.7 23.1 24.0 611.6 NQ Ls/Sh cly at top 15,537 167.8 0.18 42,580 1 C-74 621.8 9.9 11.1 617.5 HQ Ls/Sh 12,565 168.1 0.15 56,700 2 C-75 623.4 10.2 11.0 618.7 NQ Ls/Sh- Intact 19,218 169.3 0.03 52,500 2 C-77 623.4 8.5 9.2 619.5 NQ Ls/Sh- intact 13,588 167.5 0.06 37,560 2 C-78 622.7 22.5 23.4 611.9 HQ Ls/Sh 14,855 169.2 0.02 66,700

3 C-78 622.7 0.0 1.5 623.5 HQ

bedding plane fractures 23,452 168.9 0.03 105,300

C-66 622.0 4.7 5.8 620.2 HQ 13,909 169.5 0.10 61,100

C-98 620.1 9.1 9.9 616.0 HQ 6,919 169.1 0.11 31,100

C-98 620.1 13.9 14.4 613.4 HQ 5,823 166.9 0.25 26,300

C-98 620.1 22.1 23.0 609.5 HQ 19,209 169.1 0.11 86,900

C-99 624.4 9.4 10.3 620.2 HQ 18,133 168.0 0.06 70,000

C-112 623.1 20.5 21.1 613.2 HQ 10,631 167.2 0.20 51,6003 C-99 623.1 4.9 5.5 621.0 HQ 31,600 169.5 0.28 31,600 4.42 7,792

C-111 620.1 4.0 5.0 618.6 HQ 30,438 170.8 0.17 133,600 6.48 29,618

C-112 623.1 10.4 11.2 618.3 HQ 8,976 167.8 0.31 43,500 4.27 8,254

C-112 623.1 13.2 14.4 617.1 HQ 11,114 169.6 0.09 54,600 9.38 9,771

C-112 623.1 17.2 18.0 614.9 HQ 9,212 169.4 0.20 44,500 6.46 8,281

C-112 623.1 22.9 24.0 612.2 HQ 9,361 169.3 0.13 45,500 6.85 8,247

C-113 621.5 11.3 12.0 616.2 HQ 6,985 170.7 0.23 31,600 1.09 5,968

RockTesting Summary, Chickamauga Lock Phase I Investigation

No. Boring Rock Unit Sample Interval

Unit Weight (lbs/ft3) UCS (psi) Bulk SG Bulk SG (SSD) Apparent SG Absorption (%)

1 DC-17 Hermitage 36.9-37.2 169.3 15,850 2.722 2.725 2.730 0.11 2 DC-17 Tyrone 41.5-41.8 166.9 14,950 2.686 2.691 2.699 0.18 3 DC-17 Tyrone 61.8-62.1 168.2 3,610 2.700 2.711 2.729 0.39 4 DC-17 Tyrone 76.2-76.5 167.9 13,170 2.685 2.692 2.704 0.26 5 DC-17 Carters 95.7-96.0 170.5 20,720 2.744 2.745 2.747 0.03 6 DC-23 Tyrone 29.7-30.0 167.8 7,230 2.687 2.704 2.735 0.66 7 DC-23 Tyrone 38.1-38.4 168.0 10,020 2.707 2.713 2.722 0.20 8 DC-23 Tyrone 46.8-47.1 166.4 12,220 2.645 2.666 2.701 0.78

4 9 DC-23 Carters 60.5-60.8 169.3 9,280 2.713 2.715 2.719 0.08 10 DC-23 Carters 71.3-71.6 168.8 20,810 2.734 2.739 2.746 0.16 11 DC-13 Top of Cart 24.1-24.4 165.2 12,570 2.681 2.681 2.682 0.02 12 DC-13 Carters 26.3-26.6 168.2 14,460 2.706 2.708 2.712 0.08 13 DC-13 Carters 58.6-58.8 169.6 18,310 2.723 2.724 2.726 0.04 14 DC-13 Carters 77.4-77.7 169.8 6,650 2.703 2.72 2.749 0.61 15 DC-2 Hermitage 27.1-27.4 168.5 8,140 2.696 2.702 2.713 0.22 16 DC-2 Hermitage 40.7-41.0 168.1 11,790 2.695 2.706 2.724 0.39 17 DC-2 Tyrone 55.7-56.0 167.7 18,380 2.698 2.7 2.704 0.07 18 DC-2 Tyrone 70.7-71.0 167.2 19,640 2.694 2.7 2.710 0.23 19 DC-2 Tyrone 72.1-72.4 167.9 13,980 2.682 2.695 2.716 0.47 20 DC-2 Tyrone 80.8-81.1 168.3 5,900 2.694 2.703 2.720 0.35

Estimated volume from plan area of coffercell = 2106144 gal/ft (down to 624')

Coffer River River Coffer Down Overall ft/hr Inc ft/hr Gal pumped Overall

Avg Inc. Avg Flowmeter

Sum Estimated

Inflow Notes:

5/31/16 17:30 27.40 27.4 634.4 634.40 0.00 0 0 Measurement before pumping started

5/31/2016 18:30 27.50 27.5 634.3 634.30 -0.10 -0.10 -0.10 210614 3510 3510 18000 4 Pumps start at 18:40 to 18:50, 5000gpm, 4000gpm,4500gpm,4500gpm = total 18,000gpm after fine-tuning pumps and siphon valves 5/31/2016 19:10 27.70 634.10 -0.30 -0.18 -0.30 631843 6318 10531 14200 3669 One pump goes down 7:15pm after we left, ran on 3 pumps at 4,500,4000,4500gpm = 13,000gpm all night

6/1/2016 7:15 31.50 630.30 -4.10 -0.30 -0.31 8635189 10467 11039 13800 2761 3 pumps running when we came in this morning 6/1/2016 7:30 31.55 630.25 -4.15 -0.30 -0.20 8740496 10405 7020 13800 6780 3 pumps 4500,4500,4800 6/1/2016 8:11 31.70 630.10 -4.30 -0.29 -0.22 9056417 10280 7705 13800 6095 6/1/2016 8:30 31.75 630.05 -4.35 -0.29 -0.16 9161725 10180 5542 13800 8258 6/1/2016 9:00 31.80 27.2 634.6 630.00 -4.40 -0.28 -0.10 9267032 9965 3510 9000 5490 Cycled through pumps shutting them down to put 500gal fuel cells in the system 6/1/2016 9:30 31.85 629.95 -4.45 -0.28 -0.10 9372339 9763 3510 9000 5490 down to 2 pumps running from 9:00-9:30

6/1/2016 10:00 32.00 629.8 -4.60 -0.28 -0.30 9688261 9786 10531 14800 4269 back on 3 pumps 6/1/2016 10:30 32.15 27.22 634.58 629.65 -4.75 -0.28 -0.30 10004182 9808 10531 14800 4269 6/1/2016 11:00 32.30 629.5 -4.90 -0.28 -0.30 10320104 9829 10531 14800 4269 10:45am back on 4 pumps 4500,4800,4500,4000 6/1/2016 11:30 32.51 27 634.8 629.29 -5.11 -0.28 -0.42 10762394 9965 14743 17800 3057 first increment back on 4 pumps, calculated inflow not correct yet, wait for next increment 6/1/2016 12:00 32.71 27 634.8 629.09 -5.31 -0.29 -0.40 11183623 10075 14041 17800 3759 6/1/2016 12:45 33.01 628.79 -5.61 -0.29 -0.40 11815466 10230 14041 17800 3759 6/1/2016 13:00 33.13 26.97 634.83 628.67 -5.73 -0.29 -0.48 12068203 10315 16849 17800 951 Godwin cycling pumps on-off trying to work on data recording unstable average inflow prediction this increment and next 6/1/2016 13:30 33.29 628.51 -5.89 -0.29 -0.32 12405186 10338 11233 17800 6567 Turn all 4 pumps off so Godwin can work on data recording 6/1/2016 14:00 33.28 27.07 634.73 628.52 -5.88 -0.28683 0.02 12384124 10068 -702 0 702 6/1/2016 14:30 33.22 27.11 634.69 628.58 -5.82 -0.27714 0.12 12257756 9728 -4212 0 4212 Estimated inflow 13:30-14:30 = 0.08ft in 1hr = 2800gpm with pumps off and 6.1ft head difference 6/1/2016 14:54 33.24 628.56 -5.84 -0.2729 -0.05 12299879 9579 1755 2010 255 Started 1 pump at 3000gpm at 14:38 6/1/2016 16:30 33.20 27.27 634.53 628.6 -5.80 -0.25217 0.03 12215633 8852 -878 3000 3878 Stopped 1 3000gpm pump at 16:30 6/1/2016 17:00 33.19 628.61 -5.79 -0.24638 0.02 12194571 8649 -702 0 702 Started all 4 pumps at avg. 4500gpm 6/1/2016 17:30 33.40 628.4 -6.00 -0.25 -0.42 12636862 8776 14743 18000 3257 Note: Significant amount of bottom is becoming exposed and volume calculations based on drawdown are no longer valid.

6/1/2016 18:00 33.56 27.07 634.73 628.24 -6.16 -0.25143 -0.32 12973845 8826 11233 18000 Running 4 pumps @ 4500gpm each for night shift, inflow reading needs more time to stabilize

6/2/2016 7:30 38.68 623.12 -11.28 -0.29684 -0.38 18000 6/2/2016 8:00 38.81 27.29 634.51 622.99 -11.41 -0.29636 -0.26 15000 7:45 - Stopped 1 pump; maintaining 3 pumps at approximately 4000gpm 6/2/2016 8:30 39.00 622.8 -11.60 -0.29744 -0.38 12000 6/2/2016 9:00 39.16 622.64 -11.76 -0.29772 -0.32 12000 6/2/2016 9:30 39.33 622.47 -11.93 -0.29825 -0.34 12000

6/2/2016 10:00 39.51 622.29 -12.11 -0.29901 -0.36 12000 6/2/2016 10:30 39.69 622.11 -12.29 -0.29976 -0.36 12000 6/2/2016 11:00 39.83 621.97 -12.43 -0.29952 -0.28 12000 6/2/2016 11:30 40.01 621.79 -12.61 -0.30024 -0.36 12000 6/2/2016 12:00 40.25 27.1 634.7 621.55 -12.85 -0.30235 -0.48 12000 6/2/2016 12:30 40.4 621.4 -13.00 -0.30233 -0.30 12000 6/2/2016 13:00 40.57 621.23 -13.17 -0.30276 -0.34 12000 6/2/2016 14:00 40.96 620.84 -13.56 -0.30472 -0.39 9000 6/2/2016 14:30 41.07 620.73 -13.67 -0.30378 -0.22 8000 1405hrs: Additional pump down; operating two pumps 6/2/2016 15:11 41.23 620.57 -13.83 -0.30274 -0.23 8000 6/2/2016 15:35 41.35 620.45 -13.95 -0.30271 -0.30 8000 6/2/2016 16:10 42.02 619.78 -14.62 -0.31329 -1.15 8000 6/2/2016 16:30 42.34 27.18 634.62 619.46 -14.94 -0.31787 -0.96 3200 1645: Backed off to one pump@approximately 3200gpm 6/2/2016 17:11 42.05 619.75 -14.65 -0.30724 0.42 3200 1700: Pump off to test remote start 6/2/2016 17:30 42.12 619.68 -14.72 -0.30667 -0.22 3200 1720: Pump back in service 6/2/2016 18:00 42.25 619.55 -14.85 -0.30619 -0.26 3200

6/3/2016 7:30 42.32 619.48 -14.92 -0.24065 -0.01 2000-3000 6/6/2016 10:15 42.28 27.08 634.72 619.52 -14.88 -0.10881 0.00 2782 1015: Flowmeter reading observed by C. Ellis (USACE QA) and A. Boyd (Rembco QC)

6/7/2016 8:30 42.29 27.24 634.56 619.51 -14.89 -0.09365 0.00 2534 0830: Flowmeter reading observed by C. Ellis (USACE QA) and A. Boyd (Rembco QC) 6/8/2016 10:20 42.3 27.15 634.65 619.5 -14.90 -0.08061 0.00 2644 1020: Flowmeter reading observed by C. Ellis (USACE QA) and A. Boyd (Rembco QC)

6/9/2016 7:30 42.33 27.62 634.18 619.47 -14.93 -0.07248 0.00 2683 0730: Flowmeter reading observed by C. Ellis (USACE QA) and A. Boyd (Rembco QC) 6/9/2016 10:00 42.26 26.91 634.89 619.54 -14.86 -0.07127 0.03 2617 Discontinued dewatering per USACE COR; allowing cofferdam to fill via natural inflow (Transducer = 1.8) 6/9/2016 12:00 41.58 26.96 634.84 620.22 -14.18 -0.06736 0.34 0 0 0 0 Monitoring cofferdam water elevation 6/9/2016 14:15 41.05 27 634.8 620.75 -13.65 -0.06416 0.24 -1116256 -8269 -8269 0 8268.564 Monitoring cofferdam water elevation 6/9/2016 16:30 40.65 27.15 634.65 621.15 -13.25 -0.06163 0.18 -1958714 -7254 -6240 0 6240.425 Monitoring cofferdam water elevation 6/10/2016 8:40 38.97 27.12 634.68 622.83 -11.57 -0.05005 0.10 -5497035 -4433 -3648 0 3647.754 Monitoring cofferdam water elevation 6/10/2016 9:40 38.91 27.02 634.78 622.89 -11.51 -0.04958 0.06 -5623403 -4326 -2106 0 2106.144 Monitoring cofferdam water elevation

6/13/2016 10:15 34.6 27.02 634.78 627.2 -7.20 -0.02363 0.06 -14700882 -2600 -2084 0 2084.381 Transducer reading = 9.4

6/14/2016 9:10 33.38 26.9 634.9 628.42 -5.98 -0.01825 0.05 -17270378 -2457 -1869 0 1868.724 Transducer reading = 10.3 6/15/2016 8:00 32.21 27.06 634.74 629.59 -4.81 -0.01372 0.05 -19734566 -2349 -1799 0 1798.677 Transducer reading = 11.5 6/16/2016 8:00 31.18 27.18 634.62 630.62 -3.78 -0.01009 0.04 -21903893 -2226 -1506 0 1506.478 Transducer reading = 12.6 6/17/2016 8:00 30.23 26.69 635.11 631.57 -2.83 -0.0071 0.04 -23904730 -2119 -1389 0 1389.47 Transducer reading = 13.8 6/20/2016 9:15 28.48 28.26 633.54 633.32 -1.08 -0.00229 0.02 -27590481 -1760 -839 0 838.6237 Transducer reading = 15.5

Note: All readings below taken with flowmeter reading of zero on natural inflow only.

MANUAL READINGS FROM TOP OF SHEETS AT C25

Timestamp Coffer River River Coffer Delta

6/9/2016 10:00 42.26 26.91 634.89 619.54 15.35 6/9/2016 12:00 41.58 26.96 634.84 620.22 14.62 6/9/2016 14:15 41.05 27 634.8 620.75 14.05 6/9/2016 16:30 40.65 27.15 634.65 621.15 13.5 6/10/2016 8:40 38.97 27.12 634.68 622.83 11.85 6/10/2016 9:40 38.91 27.02 634.78 622.89 11.89

6/13/2016 10:15 34.6 27.02 634.78 627.2 7.58 6/14/2016 9:10 33.38 26.9 634.9 628.42 6.48 6/15/2016 8:00 32.21 27.06 634.74 629.59 5.15 6/16/2016 8:00 31.18 27.18 634.62 630.62 4 6/17/2016 8:00 30.23 26.69 635.11 631.57 3.54 6/20/2016 9:15 28.48 28.26 633.54 633.32 0.22

GODWIN FST DATA FOR REFILL

Timestamp Coffer Elev.

6/20/2016 0:00 633.22 6/19/2016 0:00 632.82 6/18/2016 0:00 632.12 6/17/2016 6:59 631.52 6/17/2016 6:58 631.52 6/17/2016 6:57 631.52 6/17/2016 0:00 631.32 6/16/2016 6:57 630.62 6/16/2016 6:57 630.62 6/16/2016 0:00 630.32 6/15/2016 8:50 629.62 6/15/2016 8:50 629.62 6/15/2016 0:00 629.22

6/14/2016 11:44 628.52 6/14/2016 11:43 628.52 6/14/2016 11:04 628.52 6/14/2016 11:03 628.52

6/14/2016 0:00 628.02 6/13/2016 13:51 627.42 6/13/2016 10:12 627.22

6/13/2016 8:56 627.12 6/13/2016 8:56 627.12 6/13/2016 8:06 627.02 6/13/2016 8:05 627.02 6/13/2016 0:00 626.72 6/12/2016 0:00 625.32 6/11/2016 0:00 623.92

6/10/2016 10:55 623.02 6/10/2016 10:55 623.02

6/10/2016 0:00 622.02 6/9/2016 10:03 619.52 6/9/2016 10:01 619.52

6/7/16 0:00 6/9/16 0:00 6/11/16 0:00 6/13/16 0:00 6/15/16 0:00 6/17/16 0:00 6/19/16 0:00 6/21/16 0:00 6/23/16 0:00

Coffer Manual Reading

River Manual Reading

Coffer - FST

ADAS River

ADAS COFFER

Timestamp RIVER ELEVATION,2 C_WATER_ELEV,2 6/9/2016 0:00 635.09 622.9 6/9/2016 0:10 635.18 622.41 6/9/2016 0:20 635.29 622.22 6/9/2016 0:30 635.12 622.28 6/9/2016 0:40 634.94 622.2 6/9/2016 0:50 634.95 621.99 6/9/2016 1:00 634.87 621.82 6/9/2016 1:10 635.08 621.69 6/9/2016 1:20 635 622.28 6/9/2016 1:30 635.01 621.48 6/9/2016 1:40 635.1 621.38 6/9/2016 1:50 635.18 621.06 6/9/2016 2:00 635.08 622.85 6/9/2016 2:10 634.87 622.36 6/9/2016 2:20 634.56 621.54 6/9/2016 2:30 634.24 621.08 6/9/2016 2:40 634.02 621.1 6/9/2016 2:50 634.07 620.85 6/9/2016 3:00 633.98 620.64 6/9/2016 3:10 634.26 621.57 6/9/2016 3:20 634.28 620.91 6/9/2016 3:30 634.48 620.38 6/9/2016 3:40 634.74 620.31 6/9/2016 3:50 634.56 620.16 6/9/2016 4:00 634.46 620.15 6/9/2016 4:10 634.48 619.91 6/9/2016 4:20 634.13 620.25 6/9/2016 4:30 633.82 619.84 6/9/2016 4:40 633.63 619.59 6/9/2016 4:50 633.52 619.69 6/9/2016 5:00 633.44 619.35 6/9/2016 5:10 633.54 619.92 6/9/2016 5:20 633.67 619.45 6/9/2016 5:30 633.84 619.09 6/9/2016 5:40 634.06 619.69 6/9/2016 5:50 634.27 619.47 6/9/2016 6:00 634.33 619.75 6/9/2016 6:10 634.29 619.38 6/9/2016 6:20 634.18 619.07 6/9/2016 6:30 634.1 620.04 6/9/2016 6:40 634.04 619.54 6/9/2016 6:50 633.98 619.46 6/9/2016 7:00 633.84 618.75 6/9/2016 7:10 633.71 619.85 6/9/2016 7:20 633.98 618.85 6/9/2016 7:30 633.94 619.26

6/9/2016 7:40 634.06 619.07 6/9/2016 7:50 634.18 619.21 6/9/2016 8:00 634.25 618.12 6/9/2016 8:10 633.93 618.41 6/9/2016 8:20 633.86 617.72 6/9/2016 8:30 633.75 618.71 6/9/2016 8:40 633.71 619.23 6/9/2016 8:50 633.57 618.4 6/9/2016 9:00 633.3 617.8 6/9/2016 9:10 632.98 618.25 6/9/2016 9:20 632.77 619.03 6/9/2016 9:30 633 619.02 6/9/2016 9:40 634.44 619.33 6/9/2016 9:50 634.43 619.41

6/9/2016 10:00 633.81 619.46 6/9/2016 10:10 633.48 620.37 6/9/2016 10:20 633.29 620.28 6/9/2016 10:30 632.96 620.54 6/9/2016 10:40 632.81 621.18 6/9/2016 10:50 632.64 621.02 6/9/2016 11:00 632.32 621.4 6/9/2016 11:10 632.16 622.26 6/9/2016 11:20 632.07 623.43 6/9/2016 11:30 631.97 623.33 6/9/2016 11:40 631.88 623.14 6/9/2016 11:50 631.98 623.6 6/9/2016 12:00 631.92 624.28 6/9/2016 12:10 631.99 623.37 6/9/2016 12:20 631.93 623.46 6/9/2016 12:30 632 624.56 6/9/2016 12:40 632.07 623.77 6/9/2016 12:50 632.24 624.3 6/9/2016 13:00 632.31 623.94 6/9/2016 13:10 633.34 624.62 6/9/2016 13:20 634.41 624.15 6/9/2016 13:30 634.21 624.68 6/9/2016 13:40 634.36 624.81 6/9/2016 13:50 634.3 624.96 6/9/2016 14:00 634.05 625.28 6/9/2016 14:10 634.95 624.55 6/9/2016 14:20 635.37 625.35 6/9/2016 14:30 634.85 624.52 6/9/2016 14:40 634.58 624.66 6/9/2016 14:50 634.55 624.98 6/9/2016 15:00 634.63 625.57 6/9/2016 15:10 635.55 624.9 6/9/2016 15:20 635.16 624.75

6/9/2016 15:30 634.76 624.98 6/9/2016 15:40 635.21 625.6 6/9/2016 15:50 635.56 624.97 6/9/2016 16:00 635.06 624.85 6/9/2016 16:10 634.69 625.27 6/9/2016 16:20 634.6 625.47 6/9/2016 16:30 635.03 625.42 6/9/2016 16:40 635.46 625.53 6/9/2016 16:50 635.48 626.01 6/9/2016 17:00 635.29 626.1 6/9/2016 17:10 635.1 626.07 6/9/2016 17:20 634.97 625.93 6/9/2016 17:30 634.94 625.75 6/9/2016 17:40 635.34 626.27 6/9/2016 17:50 635.5 625.95 6/9/2016 18:00 635.48 626.45 6/9/2016 18:10 635.55 626.2 6/9/2016 18:20 635.78 626.57 6/9/2016 18:30 635.77 626.27 6/9/2016 18:40 635.81 626.17 6/9/2016 18:50 635.92 626.46 6/9/2016 19:00 636.02 626.53 6/9/2016 19:10 636.01 626.75 6/9/2016 19:20 636 626.19 6/9/2016 19:30 636.14 626.16 6/9/2016 19:40 636.16 626.07 6/9/2016 19:50 636.11 626.44 6/9/2016 20:00 636.07 626.71 6/9/2016 20:10 635.76 626.44 6/9/2016 20:20 635.92 626.35 6/9/2016 20:30 635.72 626.18 6/9/2016 20:40 635.38 626.5 6/9/2016 20:50 635.01 626.34 6/9/2016 21:00 635.48 625.85 6/9/2016 21:10 635.87 625.8 6/9/2016 21:20 635.85 625.74 6/9/2016 21:30 635.69 625.63 6/9/2016 21:40 635.42 625.41 6/9/2016 21:50 635.27 625.31 6/9/2016 22:00 635 625.42 6/9/2016 22:10 634.74 625.24 6/9/2016 22:20 634.43 625.17 6/9/2016 22:30 634.13 625 6/9/2016 22:40 633.8 624.98 6/9/2016 22:50 633.64 624.81 6/9/2016 23:00 633.72 625.09 6/9/2016 23:10 634.2 624.67

6/9/2016 23:20 634.32 624.66 6/9/2016 23:30 634.53 624.56 6/9/2016 23:40 634.69 624.31 6/9/2016 23:50 634.59 624.57 6/10/2016 0:00 634.39 624.12 6/10/2016 0:10 635.13 623.96 6/10/2016 0:20 635.34 623.78 6/10/2016 0:30 635.21 623.6 6/10/2016 0:40 635.01 624.15 6/10/2016 0:50 635.04 624.02 6/10/2016 1:00 634.68 623.73 6/10/2016 1:10 634.44 623.4 6/10/2016 1:20 634.32 623.34 6/10/2016 1:30 634.32 623.14 6/10/2016 1:40 634.53 623.43 6/10/2016 1:50 634.7 622.94 6/10/2016 2:00 634.46 622.77 6/10/2016 2:10 634.36 622.79 6/10/2016 2:20 634.44 622.51 6/10/2016 2:30 634.36 622.54 6/10/2016 2:40 634.03 622.21 6/10/2016 2:50 633.76 622.01 6/10/2016 3:00 633.44 621.85 6/10/2016 3:10 633.14 621.9 6/10/2016 3:20 632.99 621.83 6/10/2016 3:30 633.02 621.78 6/10/2016 3:40 633 621.64 6/10/2016 3:50 632.93 621.46 6/10/2016 4:00 632.81 621.27 6/10/2016 4:10 632.76 621.12 6/10/2016 4:20 632.64 621.33 6/10/2016 4:30 632.55 621.15 6/10/2016 4:40 632.46 621.32 6/10/2016 4:50 632.29 620.61 6/10/2016 5:00 632.19 620.54 6/10/2016 5:10 632.13 620.21 6/10/2016 5:20 632.09 619.91 6/10/2016 5:30 632.02 619.9 6/10/2016 5:40 632.05 619.8 6/10/2016 5:50 632.07 620.55 6/10/2016 6:00 632.16 620.46 6/10/2016 6:10 632.78 621.97 6/10/2016 6:20 633.38 620.56 6/10/2016 6:30 633.24 620.68 6/10/2016 6:40 633.41 621.15 6/10/2016 6:50 633.06 620.05 6/10/2016 7:00 633 620.36

6/10/2016 7:10 632.73 620.63 6/10/2016 7:20 632.92 620.04 6/10/2016 7:30 632.65 619.3 6/10/2016 7:40 632.54 619.27 6/10/2016 7:50 632.37 618.81 6/10/2016 8:00 632.26 618.99 6/10/2016 8:10 632.15 618.68 6/10/2016 8:20 633 618.37 6/10/2016 8:30 633.31 618.34 6/10/2016 8:40 633.33 618.73 6/10/2016 8:50 633.54 618.1 6/10/2016 9:00 633.45 618.22 6/10/2016 9:10 633.1 618.1 6/10/2016 9:20 632.84 617.93 6/10/2016 9:30 632.81 618.2 6/10/2016 9:40 633.12 617.98 6/10/2016 9:50 634.25 618.19

6/10/2016 10:00 634.02 618.45 6/10/2016 10:10 634.05 617.96 6/10/2016 10:20 633.79 618.08 6/10/2016 10:30 633.66 618.11 6/10/2016 10:40 634.27 618.45 6/10/2016 10:50 634.91 618.5 6/10/2016 11:00 634.71 618.93 6/10/2016 11:10 634.28 619.07 6/10/2016 11:20 634.3 619.22 6/10/2016 11:30 633.91 619.27 6/10/2016 11:40 634.5 619.15 6/10/2016 11:50 635.18 619.52 6/10/2016 12:00 635.15 619.53 6/10/2016 12:10 635.9 619.97 6/10/2016 12:20 635.59 619.76 6/10/2016 12:30 635.67 619.91 6/10/2016 12:40 635.75 620.16 6/10/2016 12:50 635.82 620.63 6/10/2016 13:00 635.9 620.87 6/10/2016 13:10 635.89 620.72 6/10/2016 13:20 635.91 620.99 6/10/2016 13:30 635.95 621.6 6/10/2016 13:40 635.86 621.66 6/10/2016 13:50 635.68 622.06 6/10/2016 14:00 636.06 622.07 6/10/2016 14:10 635.78 622.05 6/10/2016 14:20 635.87 622.39 6/10/2016 14:30 636.27 622.59 6/10/2016 14:40 635.98 622.36 6/10/2016 14:50 636.01 622.59

6/10/2016 15:00 636.01 622.57 6/10/2016 15:10 635.93 623.03 6/10/2016 15:20 636.48 622.89 6/10/2016 15:30 636.11 623.09 6/10/2016 15:40 636.14 623.45 6/10/2016 15:50 636.08 623.21 6/10/2016 16:00 635.9 623.27 6/10/2016 16:10 636.21 623.72 6/10/2016 16:20 636.19 623.49 6/10/2016 16:30 636.17 623.68 6/10/2016 16:40 636.47 623.41 6/10/2016 16:50 636.6 623.43 6/10/2016 17:00 636.8 623.42 6/10/2016 17:10 636.83 623.49 6/10/2016 17:20 636.9 623.54 6/10/2016 17:30 636.78 623.77 6/10/2016 17:40 636.67 623.94 6/10/2016 17:50 636.72 624.08 6/10/2016 18:00 636.71 623.87 6/10/2016 18:10 636.74 623.77 6/10/2016 18:20 636.7 624.07 6/10/2016 18:30 636.55 624.04 6/10/2016 18:40 636.56 624.02 6/10/2016 18:50 636.55 624.15 6/10/2016 19:00 636.45 624.56 6/10/2016 19:10 636.34 624.36 6/10/2016 19:20 636.28 624.22 6/10/2016 19:30 636.31 624.17 6/10/2016 19:40 636.29 624.17 6/10/2016 19:50 636.28 624.42 6/10/2016 20:00 636.19 624.29 6/10/2016 20:10 636.25 624.36 6/10/2016 20:20 636.26 624.22 6/10/2016 20:30 636.11 624.31 6/10/2016 20:40 636.13 624.94 6/10/2016 20:50 636.21 624.18 6/10/2016 21:00 636.24 624.01 6/10/2016 21:10 635.9 624.04 6/10/2016 21:20 635.78 623.96 6/10/2016 21:30 635.64 623.47 6/10/2016 21:40 635.83 623.91 6/10/2016 21:50 635.96 624.03 6/10/2016 22:00 635.98 624.05 6/10/2016 22:10 635.8 623.98 6/10/2016 22:20 635.63 623.92 6/10/2016 22:30 635.42 623.97 6/10/2016 22:40 634.95 623.93

6/10/2016 22:50 635.93 623.94 6/10/2016 23:00 635.84 623.81 6/10/2016 23:10 635.69 624.04 6/10/2016 23:20 635.27 624.03 6/10/2016 23:30 635.02 623.98 6/10/2016 23:40 633.93 623.99 6/10/2016 23:50 635.35 625.57

6/11/2016 0:00 635.34 624.51 6/11/2016 0:10 634.34 624.32 6/11/2016 0:20 634.29 624.32 6/11/2016 0:30 633.64 624.42 6/11/2016 0:40 632.92 624.27 6/11/2016 0:50 632.58 624.17 6/11/2016 1:00 633.19 624.04 6/11/2016 1:10 633.63 624.23 6/11/2016 1:20 633.96 624.33 6/11/2016 1:30 634.26 624.27 6/11/2016 1:40 634.1 624.21 6/11/2016 1:50 634.25 624.26 6/11/2016 2:00 634.27 624.17 6/11/2016 2:10 634.45 624.04 6/11/2016 2:20 634.52 624.07 6/11/2016 2:30 634.53 624.07 6/11/2016 2:40 634.49 623.54 6/11/2016 2:50 634.46 623.89 6/11/2016 3:00 634.22 624.07 6/11/2016 3:10 633.96 624.36 6/11/2016 3:20 633.69 624.26 6/11/2016 3:30 633.36 624.1 6/11/2016 3:40 632.98 624.22 6/11/2016 3:50 634.29 623.97 6/11/2016 4:00 634.77 623.99 6/11/2016 4:10 634.88 623.97 6/11/2016 4:20 634.93 623.96 6/11/2016 4:30 634.89 623.8 6/11/2016 4:40 634.72 623.95 6/11/2016 4:50 634.59 623.5 6/11/2016 5:00 634.39 623.76 6/11/2016 5:10 634.23 623.87 6/11/2016 5:20 634.02 623.79 6/11/2016 5:30 633.84 624.06 6/11/2016 5:40 633.44 624 6/11/2016 5:50 633.09 624.58 6/11/2016 6:00 632.85 624.35 6/11/2016 6:10 633.78 624.27 6/11/2016 6:20 634.08 624.38 6/11/2016 6:30 634.32 625.12

6/11/2016 6:40 634.11 624.86 6/11/2016 6:50 633.83 624.75 6/11/2016 7:00 633.83 624.82 6/11/2016 7:10 634.84 624.41 6/11/2016 7:20 634.97 624.92 6/11/2016 7:30 634.67 625.14 6/11/2016 7:40 634.54 624.99 6/11/2016 7:50 634.5 624.32 6/11/2016 8:00 634.37 624.81 6/11/2016 8:10 633.95 625.12 6/11/2016 8:20 633.71 625.17 6/11/2016 8:30 633.59 624.85 6/11/2016 8:40 633.45 625.39 6/11/2016 8:50 633.56 625.23 6/11/2016 9:00 633.41 625.62 6/11/2016 9:10 633.68 625.66 6/11/2016 9:20 634.92 625.43 6/11/2016 9:30 634.63 625.66 6/11/2016 9:40 634.52 625.43 6/11/2016 9:50 635.26 625.34

6/11/2016 10:00 635.48 625.45 6/11/2016 10:10 635.43 625.68 6/11/2016 10:20 635.47 625.93 6/11/2016 10:30 635.61 625.68 6/11/2016 10:40 635.74 625.96 6/11/2016 10:50 635.35 625.96 6/11/2016 11:00 635.78 625.93 6/11/2016 11:10 635.78 626.37 6/11/2016 11:20 635.72 626.04 6/11/2016 11:30 635.53 626.02 6/11/2016 11:40 635.5 625.97 6/11/2016 11:50 635.19 626.29 6/11/2016 12:00 635.11 626.35 6/11/2016 12:10 634.79 626.39 6/11/2016 12:20 634.52 626.41 6/11/2016 12:30 634.26 626.25 6/11/2016 12:40 634.09 626.47 6/11/2016 12:50 634.07 626.54 6/11/2016 13:00 634.5 626.56 6/11/2016 13:10 635.46 626.16 6/11/2016 13:20 635.65 626.69 6/11/2016 13:30 635.74 626.72 6/11/2016 13:40 635.62 626.85 6/11/2016 13:50 635.76 626.48 6/11/2016 14:00 635.94 627.53 6/11/2016 14:10 635.99 626.82 6/11/2016 14:20 636.05 626.79

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6/14/2016 10:00 634.95 626.45 6/14/2016 10:10 634.99 626.68 6/14/2016 10:20 635.06 625.97 6/14/2016 10:30 635 626.3 6/14/2016 10:40 634.87 626.82 6/14/2016 10:50 634.73 626.67 6/14/2016 11:00 634.4 627.17 6/14/2016 11:10 633.97 626.87 6/14/2016 11:20 634.81 626.51 6/14/2016 11:30 635.12 626.28 6/14/2016 11:40 634.58 626.77 6/14/2016 11:50 635 626.48 6/14/2016 12:00 635.25 626.84 6/14/2016 12:10 635.41 627.01 6/14/2016 12:20 635.53 626.73 6/14/2016 12:30 635.5 626.48 6/14/2016 12:40 635.57 626.12 6/14/2016 12:50 635.74 625.6

6/14/2016 13:00 635.76 625.79 6/14/2016 13:10 636.19 626.07 6/14/2016 13:20 636.28 625.77 6/14/2016 13:30 636.35 626.65 6/14/2016 13:40 636.51 626.52 6/14/2016 13:50 636.46 626.87 6/14/2016 14:00 636.51 625.94 6/14/2016 14:10 636.65 625.49 6/14/2016 14:20 636.62 627.37 6/14/2016 14:30 636.63 626.05 6/14/2016 14:40 636.63 626.63 6/14/2016 14:50 636.66 626.3 6/14/2016 15:00 636.61 626.74 6/14/2016 15:10 636.63 627.36 6/14/2016 15:20 636.62 626.75 6/14/2016 15:30 636.61 626.84 6/14/2016 15:40 636.63 626.68 6/14/2016 15:50 636.57 626.79 6/14/2016 16:00 636.59 627.84 6/14/2016 16:10 636.64 627 6/14/2016 16:20 636.67 627.24 6/14/2016 16:30 636.7 626.74 6/14/2016 16:40 636.7 626.86 6/14/2016 16:50 636.69 627.25 6/14/2016 17:00 636.69 627.1 6/14/2016 17:10 636.72 627.26 6/14/2016 17:20 636.73 626.97 6/14/2016 17:30 636.71 626.33 6/14/2016 17:40 636.74 626.5 6/14/2016 17:50 636.75 626.17 6/14/2016 18:00 636.71 626.82 6/14/2016 18:10 636.74 626.68 6/14/2016 18:20 636.81 626.63 6/14/2016 18:30 636.83 626.6 6/14/2016 18:40 636.8 626.44 6/14/2016 18:50 636.77 626.38 6/14/2016 19:00 636.46 626.65 6/14/2016 19:10 636.41 627.18 6/14/2016 19:20 636.46 627.1 6/14/2016 19:30 636.21 626.78 6/14/2016 19:40 636.2 626.69 6/14/2016 19:50 636.25 626.53 6/14/2016 20:00 636.19 626.89 6/14/2016 20:10 636.14 626.76 6/14/2016 20:20 636.09 626.64 6/14/2016 20:30 636.04 626.56 6/14/2016 20:40 636.07 626.21

6/14/2016 20:50 636.05 626.51 6/14/2016 21:00 636 626.36 6/14/2016 21:10 635.96 626.7 6/14/2016 21:20 635.93 627.06 6/14/2016 21:30 635.85 627.05 6/14/2016 21:40 635.77 626.75 6/14/2016 21:50 635.69 626.7 6/14/2016 22:00 635.62 626.76 6/14/2016 22:10 635.3 626.96 6/14/2016 22:20 635.21 627.2 6/14/2016 22:30 635.18 626.69 6/14/2016 22:40 634.84 626.77 6/14/2016 22:50 634.68 626.84 6/14/2016 23:00 634.5 626.52 6/14/2016 23:10 634.25 626.86 6/14/2016 23:20 634.07 626.63 6/14/2016 23:30 633.97 626.85 6/14/2016 23:40 633.89 626.75 6/14/2016 23:50 633.75 626.9

6/15/2016 0:00 633.64 627.02 6/15/2016 0:10 633.55 626.79 6/15/2016 0:20 633.56 627.21 6/15/2016 0:30 633.59 626.71 6/15/2016 0:40 633.59 626.72 6/15/2016 0:50 633.58 626.94 6/15/2016 1:00 633.54 626.59 6/15/2016 1:10 633.47 626.41 6/15/2016 1:20 633.45 626.74 6/15/2016 1:30 633.86 626.6 6/15/2016 1:40 634.46 626.22 6/15/2016 1:50 634.75 626.65 6/15/2016 2:00 634.75 626.55 6/15/2016 2:10 634.91 626.44 6/15/2016 2:20 635.49 626.29 6/15/2016 2:30 635.49 626.22 6/15/2016 2:40 635.35 626.29 6/15/2016 2:50 635.64 626.16 6/15/2016 3:00 635.79 626.25 6/15/2016 3:10 635.66 625.95 6/15/2016 3:20 635.76 626.14 6/15/2016 3:30 635.66 625.87 6/15/2016 3:40 635.64 625.54 6/15/2016 3:50 635.62 626.07 6/15/2016 4:00 635.62 625.92 6/15/2016 4:10 635.6 625.91 6/15/2016 4:20 635.62 625.35 6/15/2016 4:30 635.61 625.63

6/15/2016 4:40 635.57 625.6 6/15/2016 4:50 635.51 625.44 6/15/2016 5:00 635.64 625.12 6/15/2016 5:10 635.45 626.47 6/15/2016 5:20 635.53 626.01 6/15/2016 5:30 635.47 625.91 6/15/2016 5:40 635.43 625.3 6/15/2016 5:50 635.38 625.12 6/15/2016 6:00 635.12 625.3 6/15/2016 6:10 635 625.22 6/15/2016 6:20 634.56 625.14 6/15/2016 6:30 635.23 624.58 6/15/2016 6:40 635.49 624.69 6/15/2016 6:50 635.33 625.06 6/15/2016 7:00 635.43 624.63 6/15/2016 7:10 635.64 625.57 6/15/2016 7:20 635.66 625.71 6/15/2016 7:30 635.57 626.6 6/15/2016 7:40 635.61 626.23 6/15/2016 7:50 635.57 625.84 6/15/2016 8:00 635.41 626.36 6/15/2016 8:10 635.29 625.81 6/15/2016 8:20 635.38 625.91 6/15/2016 8:30 635.23 625.79 6/15/2016 8:40 635.06 625.8 6/15/2016 8:50 634.89 625.78 6/15/2016 9:00 635.6 626.53 6/15/2016 9:10 635.71 625.97 6/15/2016 9:20 635.55 626.06 6/15/2016 9:30 635.59 625.86 6/15/2016 9:40 635.96 625.46 6/15/2016 9:50 635.89 625.63

6/15/2016 10:00 635.85 627.75 6/15/2016 10:10 635.86 626.08 6/15/2016 10:20 635.93 626.2 6/15/2016 10:30 635.94 626.02 6/15/2016 10:40 635.9 625.97 6/15/2016 10:50 635.98 625.46 6/15/2016 11:00 635.97 625.99 6/15/2016 11:10 636.02 625.37 6/15/2016 11:20 635.95 625.39 6/15/2016 11:30 635.96 626.04 6/15/2016 11:40 636.03 625.8 6/15/2016 11:50 635.99 626.01 6/15/2016 12:00 635.94 625.67 6/15/2016 12:10 635.89 625.42 6/15/2016 12:20 635.98 625.64

6/15/2016 12:30 635.97 626.17 6/15/2016 12:40 635.88 627.61 6/15/2016 12:50 635.82 627.02 6/15/2016 13:00 636.03 625.49 6/15/2016 13:10 635.81 625.42 6/15/2016 13:20 635.79 625.04 6/15/2016 13:30 635.61 625.38 6/15/2016 13:40 635.52 625.63 6/15/2016 13:50 635.58 625.53 6/15/2016 14:00 635.44 625.39 6/15/2016 14:10 635.63 625.16 6/15/2016 14:20 635.66 625.32 6/15/2016 14:30 635.84 625.39 6/15/2016 14:40 635.88 625.95 6/15/2016 14:50 635.95 625.38 6/15/2016 15:00 635.83 625.43 6/15/2016 15:10 635.79 625.16 6/15/2016 15:20 635.75 625.5 6/15/2016 15:30 635.7 625.4 6/15/2016 15:40 635.65 624.87 6/15/2016 15:50 635.77 624.38 6/15/2016 16:00 635.79 625.73 6/15/2016 16:10 635.92 626.22 6/15/2016 16:20 636.04 625.15 6/15/2016 16:30 636 625.83 6/15/2016 16:40 635.96 625.34 6/15/2016 16:50 636.01 625.67 6/15/2016 17:00 636.02 625.76 6/15/2016 17:10 635.98 625.96 6/15/2016 17:20 635.64 625.9 6/15/2016 17:30 635.6 625.5 6/15/2016 17:40 635.64 625.4 6/15/2016 17:50 635.78 626.16 6/15/2016 18:00 635.5 626.57 6/15/2016 18:10 635.43 624.97 6/15/2016 18:20 635.54 625.48 6/15/2016 18:30 635.55 625.27 6/15/2016 18:40 635.55 625.99 6/15/2016 18:50 635.54 626.05 6/15/2016 19:00 635.46 625.31 6/15/2016 19:10 635.46 625.56 6/15/2016 19:20 635.26 625.9 6/15/2016 19:30 635.19 625.63 6/15/2016 19:40 635.28 625.11 6/15/2016 19:50 635.37 625.6 6/15/2016 20:00 635.08 628.2 6/15/2016 20:10 635 628.4

6/15/2016 20:20 635.23 626.97 6/15/2016 20:30 635.29 625.7 6/15/2016 20:40 635.22 625.14 6/15/2016 20:50 635.15 624.75 6/15/2016 21:00 634.98 626.16 6/15/2016 21:10 634.9 625.56 6/15/2016 21:20 634.86 625.27 6/15/2016 21:30 634.87 624.98 6/15/2016 21:40 634.97 624.52 6/15/2016 21:50 635.61 625.68 6/15/2016 22:00 634.77 624.58 6/15/2016 22:10 634.63 624.29 6/15/2016 22:20 634.72 625.93 6/15/2016 22:30 634.79 625.2 6/15/2016 22:40 634.75 624.55 6/15/2016 22:50 634.7 625.28 6/15/2016 23:00 634.69 625.92 6/15/2016 23:10 634.63 624.34 6/15/2016 23:20 634.65 624.67 6/15/2016 23:30 634.65 624.73 6/15/2016 23:40 634.65 625.97 6/15/2016 23:50 634.61 626.66

6/16/2016 0:00 634.61 624.73 6/16/2016 0:10 634.59 624.18 6/16/2016 0:20 634.48 624.41 6/16/2016 0:30 634.34 624.46 6/16/2016 0:40 634.17 624.74 6/16/2016 0:50 634.08 624.82 6/16/2016 1:00 633.97 624.75 6/16/2016 1:10 633.88 624.2 6/16/2016 1:20 633.89 624.03 6/16/2016 1:30 633.93 624.75 6/16/2016 1:40 633.95 625.25 6/16/2016 1:50 633.93 624.61 6/16/2016 2:00 633.88 624.72 6/16/2016 2:10 633.84 624.23 6/16/2016 2:20 633.79 625.82 6/16/2016 2:30 633.74 625.12 6/16/2016 2:40 633.68 624.82 6/16/2016 2:50 633.6 624.55 6/16/2016 3:00 633.53 624.66 6/16/2016 3:10 633.44 624.31 6/16/2016 3:20 633.46 625.04 6/16/2016 3:30 633.49 624.66 6/16/2016 3:40 633.52 625 6/16/2016 3:50 633.52 624.56 6/16/2016 4:00 633.5 624.47

6/16/2016 4:10 633.56 623.96 6/16/2016 4:20 633.65 623.81 6/16/2016 4:30 633.79 624.55…

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