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Massachusetts Water Resources Authority Alewife Brook Pump Station Rehabilitation Design/CA/RE Services Contract 7034 Amendment No. 3 April 12, 2017

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Page 1: Alewife Brook Pump Station Rehabilitation Design/CA/RE ...- Reduction in bypass pumping time - Less traffic maintenance (Police and devices) • Lower overhead with lining company

Massachusetts Water Resources Authority

Alewife Brook Pump Station Rehabilitation Design/CA/RE Services

Contract 7034 – Amendment No. 3

April 12, 2017

Page 2: Alewife Brook Pump Station Rehabilitation Design/CA/RE ...- Reduction in bypass pumping time - Less traffic maintenance (Police and devices) • Lower overhead with lining company

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Alewife Brook Pump Station

Page 3: Alewife Brook Pump Station Rehabilitation Design/CA/RE ...- Reduction in bypass pumping time - Less traffic maintenance (Police and devices) • Lower overhead with lining company

Work to date: • Installation of flood control measures at exterior openings • Construction of bypass pumping system discharge vault

– Will later serve as the Alewife Brook Conduit meter vault • Installation of bypass pumping system pumps, piping and valves • Commencement of PCB remediation

Upcoming work: • Full bypass, then station rehabilitation Substantial Completion May 2018

15

Rehabilitation

Page 4: Alewife Brook Pump Station Rehabilitation Design/CA/RE ...- Reduction in bypass pumping time - Less traffic maintenance (Police and devices) • Lower overhead with lining company

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Work to Date

Bypass Pumping Discharge Lines

Page 5: Alewife Brook Pump Station Rehabilitation Design/CA/RE ...- Reduction in bypass pumping time - Less traffic maintenance (Police and devices) • Lower overhead with lining company

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Work to Date

Construction of Bypass System Discharge Vault

Flood Plank Frames Installed at Screen Room Door

Installation of Bypass System Pumps and Suction Lines

Page 6: Alewife Brook Pump Station Rehabilitation Design/CA/RE ...- Reduction in bypass pumping time - Less traffic maintenance (Police and devices) • Lower overhead with lining company

Additional Contractor Submittal Review Services $95,266 • Contract quantity of 220 has been reached • Additional 167 submittals projected to be reviewed • Cost based on actual incurred for the initial 220 submittals

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Contract 7034 Amendment No. 3

Page 7: Alewife Brook Pump Station Rehabilitation Design/CA/RE ...- Reduction in bypass pumping time - Less traffic maintenance (Police and devices) • Lower overhead with lining company

Massachusetts Water Resources Authority

Reading Extension Sewer and Metropolitan Sewer Rehabilitation

Contract 7164

April 12, 2017

Page 8: Alewife Brook Pump Station Rehabilitation Design/CA/RE ...- Reduction in bypass pumping time - Less traffic maintenance (Police and devices) • Lower overhead with lining company

Original Construction circa 1919

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Construction of a Section of the Reading Extension Sewer (circa. 1919) along Prospect Street near the Stoneham/Wakefield town line.

Page 9: Alewife Brook Pump Station Rehabilitation Design/CA/RE ...- Reduction in bypass pumping time - Less traffic maintenance (Police and devices) • Lower overhead with lining company

7164 Project Limits (Stoneham, Woburn and Wakefield)

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Page 10: Alewife Brook Pump Station Rehabilitation Design/CA/RE ...- Reduction in bypass pumping time - Less traffic maintenance (Police and devices) • Lower overhead with lining company

7164 Project Information and Summary

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• Reading Extension Sewer – 12,240 feet of 15, 18, 20-in VC constructed in 1919

• Metropolitan Sewer – 2,280 ft of 15-in VC constructed in 1890s

• Both sewers revealed both structural and non-structural deficiencies during CCTV inspections

Page 11: Alewife Brook Pump Station Rehabilitation Design/CA/RE ...- Reduction in bypass pumping time - Less traffic maintenance (Police and devices) • Lower overhead with lining company

7164 Project Information and Summary

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• Rehabilitation of 13,100 ft of pipe utilizing Cured-in-Place Pipe (CIPP) and lining 62 manholes and structures

• Bypass pumping and flow diversions

• Coordination with other projects (MWRA NIH, Eversource Energy and Rail Trail)

Page 12: Alewife Brook Pump Station Rehabilitation Design/CA/RE ...- Reduction in bypass pumping time - Less traffic maintenance (Police and devices) • Lower overhead with lining company

Contract 7164 – Bid Tabulation

9

• Bids opened on February 23, 2017 Contractor Bid Amount Green Mountain Pipeline Services, Inc. $2,048,945 Insituform Technologies, LLC $2,154,000 Layne Inliner, LLC $2,891,160 Engineer’s Estimate $4,240,000

• Staff recommend to award Contract 7164 to Green Mountain Pipeline Services, Inc.

Page 13: Alewife Brook Pump Station Rehabilitation Design/CA/RE ...- Reduction in bypass pumping time - Less traffic maintenance (Police and devices) • Lower overhead with lining company

7164 Estimate Differences

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• More Aggressive Installation Rate (fewer lining setups):

- Insertion lengths longer than assumed - Lower equipment time/labor hours - Reduction in bypass pumping time - Less traffic maintenance (Police and devices)

• Lower overhead with lining company General Contractor

• More aggressive bid as a past General Contractor and subcontractor for MWRA

• Close range of bids indicates correct level of effort to successfully complete project

Page 14: Alewife Brook Pump Station Rehabilitation Design/CA/RE ...- Reduction in bypass pumping time - Less traffic maintenance (Police and devices) • Lower overhead with lining company

7164 Schedule and Award Summary

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Contract Award to: Green Mountain Pipeline Services, Inc. Contract Bid: $2,048,945 Notice to Proceed: May 2017 Contract Substantial Completion: August 2018 Contract Duration: 487 calendar days

Page 15: Alewife Brook Pump Station Rehabilitation Design/CA/RE ...- Reduction in bypass pumping time - Less traffic maintenance (Police and devices) • Lower overhead with lining company

Massachusetts Water Resources Authority

Section 80 Repair MWRA Contract No. 7532

Construction Update

April 12, 2017

Page 16: Alewife Brook Pump Station Rehabilitation Design/CA/RE ...- Reduction in bypass pumping time - Less traffic maintenance (Police and devices) • Lower overhead with lining company

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Section 80 Repair Locus Plan

Page 17: Alewife Brook Pump Station Rehabilitation Design/CA/RE ...- Reduction in bypass pumping time - Less traffic maintenance (Police and devices) • Lower overhead with lining company

Section 80 Emergency Repair MWRA Contract No. OP-352

Construction Update April 2-3, 2017

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Page 18: Alewife Brook Pump Station Rehabilitation Design/CA/RE ...- Reduction in bypass pumping time - Less traffic maintenance (Police and devices) • Lower overhead with lining company

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Section 80 Emergency Repair

Page 19: Alewife Brook Pump Station Rehabilitation Design/CA/RE ...- Reduction in bypass pumping time - Less traffic maintenance (Police and devices) • Lower overhead with lining company

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Section 80 Emergency Repair

Cutting pavement in lane 4/2, 10:15 P.M.

Buried manhole cover found 4/2, 10:45 P.M.

Page 20: Alewife Brook Pump Station Rehabilitation Design/CA/RE ...- Reduction in bypass pumping time - Less traffic maintenance (Police and devices) • Lower overhead with lining company

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Section 80 Emergency Repair

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Air Release Valve Assembly (mounted on flanged plate)

Air Release Valve assembly installed on existing pipe

4/2, 11:55 P.M.

Automatic Air Release Valve

Manual Air Release Valve

Page 21: Alewife Brook Pump Station Rehabilitation Design/CA/RE ...- Reduction in bypass pumping time - Less traffic maintenance (Police and devices) • Lower overhead with lining company

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Section 80 Emergency Repair

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New Flange Plate installed 4/3, 12:40 A.M.

Top of Flange without A.R.V 4/3, 12:05 A.M.

Page 22: Alewife Brook Pump Station Rehabilitation Design/CA/RE ...- Reduction in bypass pumping time - Less traffic maintenance (Police and devices) • Lower overhead with lining company

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Section 80 Emergency Repair

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Prepared Trench 4/3, 1:20 A.M.

Backfilled with CDF 4/3, 1:30 A.M.

Page 23: Alewife Brook Pump Station Rehabilitation Design/CA/RE ...- Reduction in bypass pumping time - Less traffic maintenance (Police and devices) • Lower overhead with lining company

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Section 80 Emergency Repair

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Temporary Trench paving 4/3, 2:40 A.M.

Page 24: Alewife Brook Pump Station Rehabilitation Design/CA/RE ...- Reduction in bypass pumping time - Less traffic maintenance (Police and devices) • Lower overhead with lining company

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Section 80 at Recreation Road, Weston – April 8-9

• Leak at 6:00 on pipe between removed thrust block and coupling

Page 25: Alewife Brook Pump Station Rehabilitation Design/CA/RE ...- Reduction in bypass pumping time - Less traffic maintenance (Police and devices) • Lower overhead with lining company

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Excavation and Repair

Page 26: Alewife Brook Pump Station Rehabilitation Design/CA/RE ...- Reduction in bypass pumping time - Less traffic maintenance (Police and devices) • Lower overhead with lining company

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Form for Thrust Block

Page 27: Alewife Brook Pump Station Rehabilitation Design/CA/RE ...- Reduction in bypass pumping time - Less traffic maintenance (Police and devices) • Lower overhead with lining company

Massachusetts Water Resources Authority

Quabbin Reservoir and Drought Status Update

April 12, 2017

Page 28: Alewife Brook Pump Station Rehabilitation Design/CA/RE ...- Reduction in bypass pumping time - Less traffic maintenance (Police and devices) • Lower overhead with lining company

Massachusetts Drought Status March 1, 2017

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Page 29: Alewife Brook Pump Station Rehabilitation Design/CA/RE ...- Reduction in bypass pumping time - Less traffic maintenance (Police and devices) • Lower overhead with lining company

National Drought Mitigation Center Intensity Map April 4, 2017

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Page 30: Alewife Brook Pump Station Rehabilitation Design/CA/RE ...- Reduction in bypass pumping time - Less traffic maintenance (Police and devices) • Lower overhead with lining company

60

70

80

90

100

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

% F

ull

20002001200220032004200520062007200820092010201120122013201420152016

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Quabbin Volume 1/1/2000 to 4/11/2017

Below Normal 2016

2002 2003

2017

Page 31: Alewife Brook Pump Station Rehabilitation Design/CA/RE ...- Reduction in bypass pumping time - Less traffic maintenance (Police and devices) • Lower overhead with lining company

• Staff contacted community elected officials and water superintendents with pointers to water conservation

• MWRA sent out Public Service Announcements asking residents and businesses to conserve water

• MWRA used its website and social media to draw awareness of the need to conserve

• The target is to keep water usage at previous year levels without issuing mandatory restrictions

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Quabbin Has Been Below Normal Since November 12, 2016

Page 32: Alewife Brook Pump Station Rehabilitation Design/CA/RE ...- Reduction in bypass pumping time - Less traffic maintenance (Police and devices) • Lower overhead with lining company

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Overall Demand Tracking Lower Than Last Year

Fully Supplied Communities Partially Supplied Communities

100

120

140

160

180

200

220

240

260

1/1 2/1 3/1 4/1 5/1 6/1 7/1 8/1 9/1 10/1 11/1 12/1

MGD 2016

2017

0

10

20

30

40

50

60

1/1 2/1 3/1 4/1 5/1 6/1 7/1 8/1 9/1 10/1 11/1 12/1

2016

2017

Page 33: Alewife Brook Pump Station Rehabilitation Design/CA/RE ...- Reduction in bypass pumping time - Less traffic maintenance (Police and devices) • Lower overhead with lining company

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Quabbin Watershed Yields

5%

25%

95%

75%

50% (Median)

2017 1965

2016

Page 34: Alewife Brook Pump Station Rehabilitation Design/CA/RE ...- Reduction in bypass pumping time - Less traffic maintenance (Police and devices) • Lower overhead with lining company

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Status Looking Forward from April 1, 2017

1-Month

3-Months

6-Months

12-Months

Median Yield

Below Normal

Normal

Normal

Normal

Dry

(75th Percentile)

Below Normal

Below Normal

Normal

Below Normal

Driest

(of Record)

Below Normal

Below Normal

Below Normal

Drought Warning

Page 35: Alewife Brook Pump Station Rehabilitation Design/CA/RE ...- Reduction in bypass pumping time - Less traffic maintenance (Police and devices) • Lower overhead with lining company

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MWRA Drought Management Stages

Stage

Target Water Use Reduction

Normal Operation Below Normal Drought Warning

0 Previous year’s use (Voluntary)

5% (Primarily Voluntary)

Drought Emergency Stage 1 Stage 2 Stage 3

(Mandatory Restrictions) 10% 15% 30%

Page 36: Alewife Brook Pump Station Rehabilitation Design/CA/RE ...- Reduction in bypass pumping time - Less traffic maintenance (Police and devices) • Lower overhead with lining company

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Quabbin’s Long-term Track

/demand & supply/saw tooth with bands.xls

0%

20%

40%

60%

80%

100% Ja

n-48

Jan-

52

Jan-

56

Jan-

60

Jan-

64

Jan-

68

Jan-

72

Jan-

76

Jan-

80

Jan-

84

Jan-

88

Jan-

92

Jan-

96

Jan-

00

Jan-

04

Jan-

08

Jan-

12

Jan-

16

Qua

bbin

-Per

cent

Ful

l

Normal

Below Normal

Below 25%

Drought Emergency Stage 3

Below 38% Drought Emergency Stage 2

Below ~55% Drought Emergency Stage 1

Warning

Page 37: Alewife Brook Pump Station Rehabilitation Design/CA/RE ...- Reduction in bypass pumping time - Less traffic maintenance (Police and devices) • Lower overhead with lining company

Rainfall Deficit Reducing In The Service Area

30

5%

50%

25%

95%

75%

7.4” Deficit

Page 38: Alewife Brook Pump Station Rehabilitation Design/CA/RE ...- Reduction in bypass pumping time - Less traffic maintenance (Police and devices) • Lower overhead with lining company

Wachusett Elevation 2017

31

387

388

389

390

391

392

393

394

395

396

1/1/2017 2/1/2017 3/1/2017 4/1/2017

Elev

atio

n (fe

et)

Elevation Lower limit of operating band Upper limit of operating band Spillway Elevation