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CAPITAL IMPROVEMENT PROGRAM

2016 – 2020

Greenville Water

Capital Improvement Program

2016 – 2020

Phillip A. Kilgore Chairman

James W. Bannister Vice Chairman

Deb Sofield Commissioner

Knox H. White Mayor-Ex-Officio

J. David Sudduth Commissioner-Ex-Officio

David H. Bereskin Chief Executive Officer

Table of Contents

INTRODUCTION………………………………………………………………………………………………………………. 1

SUMMARY SCHEDULES

Project Summary………………………………………………………………………………………………………… 12

Project Summary by Type…………………………………………………………………………………………… 13

Project Summary by Funding Source………………………………………………………………………….. 15

Summary of Additional Operating Impacts………………………………………………………………… 16

PROJECT DESCRIPTIONS

General

Central Campus Improvements………………………………………………………………………………… 17

SCADA Study……………………………………………………………………………………………………………….18

New Bill Inserter………………………………………………………………………………………………………… 19

FIS Project……………………………………………………………………………………………………………………20

Water Resources Master Plan……………………………………………………………………………………. 21

Residence at Trammel Gap……………………………………………………………………………………….. 22

Remodel Table Rock Caretaker House………………………………………………………………………. 23

Imaging System………………………………………………………………………………………………………….. 24

Update Emergency Response Plan……………………………………………………………………………. 25

Arc Flash Compliance/Study………………………………………………………………………………………. 26

Comprehensive Asset Management Program…………………………………………………………… 27

Administrative Building Renovations………………………………………………………………………… 28

System Wide Security Master Plan……………………………………………………………………………. 29

Data Warehouse……………………………………………………………………………………………………….. 30

Intake

North Saluda Intake Structure - Rehab………………………………………………………………………. 31

Gayley PS Portable Generator Connection…………………………………………………………………. 32

Dredge Channel at North Saluda Intake and Outlet Bldg…………………………………………… 33

North Saluda Treating Station – Rehab………………………………………………………………………. 34

Table Rock Treating Station – Rehab………………………………………………………………………….. 35

Valves

Rutherford Rd – Check Valves……………………………………………………………………………………. 36

FCV Flow and Pressure Monitoring Improvements……………………………………………………. 37

Remote Monitoring for PRVs……………………………………………………………………………………… 38

Pumping

Cliffs Valley/Upper Paris Mtn. PS Upgrade………………………………………………………………… 39

Crestwood PS – Increase Pump Size…………………………………………………………………………… 40

Upper White Horse PS – Increase Pump Capacity……………………………………………………… 41

Storage

Paris Mountain/Lake Circle Storage Tank – Repaint Tank………………………………………….. 42

Repaint Wham Tank…………………………………………………………………………………………………… 43

Hillandale - New Storage Tank…………………………………………………………………………………… 44

Goodwin Bridge Reservoir - Additional Storage………………………………………………………… 45

Treatment

Clearwell Dehumidifiers……………………………………………………………………………………………. 46

Alkalinity Improvements at WTPs…………………………………………………………………………….. 47

Stovall WTP - Redundant Transformer…………………………………………………………………….. 48

Stovall WTP - New Roof…………………………………………………………………………………………….. 49

Sludge Removal at WTPs…………………………………………………………………………………………… 50

Residuals Handling Study and Permitting………………………………………………………………….. 51

Replace Lab Floors at Stovall WTP…………………………………………………………………………….. 52

Fume Hood Replacement at Stovall WTP Lab…………………………………………………………… 53

Adkins WTP – Basin Rehab and Painting…………………………………………………………………… 54

Adkins WTP – Filter Gallery Rehab……………………………………………………………………………. 55

Stovall WTP – Painting……………………………………………………………………………………………….. 56

Reservoirs

Dam Improvements at Table Rock and North Saluda……………………………………………….. 57

Mains

Piney Mountain Rd. #1 – New Main………………………………………………………………………….. 58

Aiken Chapel Rd. – New Water Main………………………………………………………………………… 59

N. Pleasantburg Rd. – Parallel Water Main……………………………………………………………….. 60

Rutherford Rd. – New Water Main……………………………………………………………………………. 61

Highway 276 – New Water Main……………………………………………………………………………….. 62

SE Main St. – New Water Main………………………………………………………………………………….. 63

Main St. – Replace 24-in Main…………………………………………………………………………………… 64

Pineforest Dr. – New Water Main……………………………………………………………………………… 65

Pelham Commons Blvd. – New Water Main…………………………………………………………….. 66

S Parker Rd. – Replacement Water Main………………………………………………………………….. 67

S Buckhorn Rd. – Replacement Water Main…………………………………………………………….. 68

Tally Bridge Rd. – New Water Main…………………………………………………………………………... 69

Bates Crossing Rd. – New Water Main……………………………………………………………………… 70

Moore Rd. – Replacement Water Main……………………………………………………………………… 71

Old White Horse Rd. – Replacement Main……………………………………………………………….. 72

Goodwin Bridge Rd. – New Water Main……………………………………………………………………. 73

Wellborn Rd. to Saluda River – Inspect 72-in Trans Main………………………………………… 74

Introduction

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1

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2

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3

Additional pumping capacity for the raw and intermediate transfer pumps. Space is available for the additional pumps needed to reach 90 MGD.

With an updated and calibrated, hydraulic model, it was possible to evaluate the capacities of components in the distribution system through 2040 based on population and flow projections. The evaluation of the distribution system determined that overall it is in very good condition. There are pumping, storage and pressure improvements that were identified.

The following pump stations will need capacity upgrades by 2040:

Cliffs Valley PS (another PS is currently undergoing design). Crestwood PS is deficient in pumping capacity by 1.75 MGD. Paris Mountain PS (another PS is currently undergoing design).

The following reservoirs do not have sufficient capacity through 2040:

Altamont & Hillandale Reservoirs, combined, are deficient in storage by 1.5 million gallons (MG).

Goodwin Bridge Reservoir is deficient in storage by 0.5 MG.

Additionally, the Master Plan noted that the following components may become deficient during the planning period and require a large capital investment:

Reservoir No. 3 Tank 1 replacement due to age and construction materials. Roper Mountain Reservoir Tank 1 monitoring and evaluation due to deflection of the roof.

The pressure zones are recommended to have increased fire flow by 2040.

PRESSURE ZONE DESIRED FIRE FLOW (GPM)

DURATION (HOURS)

AVAILABLE FIRE FLOW (GPM)

% DEFICIENCY

Blue Bonnet 2,250 2 700 69%

Cliffs Valley 2,250 2 1,200 47%

Mountain Park 2,250 2 2,000 11%

Paris Mountain 2,250 2 2,000 11%

Upper Paris Mountain 1,000 2 1,000 0%

Also, recommendations were made for system monitoring and SCADA improvements, to include:

Flow meters at control valves, namely the Green Avenue and J.L. Mann valves. Flow and pressure monitoring at pressure reducing valves (PRVs). Pressure transmitters at critical low and high pressures locations in each pressure zone.

4

The Facilities Master Plan recommended that Greenville Water continue with a steady investment program targeting the highest priority pipes for replacement, with an approximate investment rate of $4.0 million per year to replace aging and deteriorating infrastructure. Using planned replacement budgets and asset management scores for each pipe, pipes were identified and prioritized for replacement over the planning horizon. Strategic Planning and the CIP The Operational Excellence focus area of our Strategic Plan places an emphasis on the implementation of technology to improve operational performance and efficiency. The inclusion of technology projects in the 2016-20 CIP reflects this emphasis. Specifically, the Document Imaging and Data Warehouse projects, the Comprehensive Asset Management Program and the ongoing Financial Information Systems projects are investments that will more fully integrate technology and automation into our workflows and business processes. Information will be available real time or near real time across the organization to improve customer service and to provide access for employees deployed in the field with available mobile technology.

A Comprehensive Asset Management Program can optimize infrastructure life cycle costs and also provide data that will assist the organization in prioritizing future operating and capital expenditures. Phase I of the project will involve an organizational capacity assessment to assess current maintenance management practices as well as an evaluation of the staff and organization needs to properly and fully implement and utilize a Computerized Maintenance Management System (CMMS).

Long Term Viability is a new focus area in the Strategic Plan. The second phase of the Water Resources Master Plan project continues our efforts to ensure that we have a secure long-term water supply to meet the demands of our growing service area. Phase I of the Plan is complete and involved projections of population and future water requirements, safe yield studies and reservoir optimization, an assessment of the Broad River basin water resource and the development of a Saluda River basin model. The work done in Phase I established that Greenville Water has sufficient water resources to meet projected demand with its existing service area through 2100. Phase II will involve an analysis of the Saluda, Broad and Upper Savannah River basins as well Surface Water Withdrawal permits and Lake Keowee permitted withdrawals.

Other projects in the CIP that address the Long Term Viability focus area include the update to our Emergency Response Plan and the development of a System Wide Security Master Plan. These projects will address technical and physical security measures to mitigate or reduce risk to staff, data and infrastructure and ensure business and technology continuity.

Changes to the CIP

In order to be consistent with the Facilities Master Plan, projects in the CIP have been segregated into the following categories: intakes (raw water intakes and raw water pumping), treatment (including transfer and finished water pumping within the treatment plant), pumping (distribution system), mains, valves (control valves), storage and general.

5

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6

Highlights of the 2016-20 CIP The 2016-20 CIP totals $47,424,000.

The 2016-20 CIP includes the use of rate revenue and reserves totaling $28,955,000

and Capacity Fees in the amount of $18,469,000.

The CIP calls for no new bond issues over the five-year period.

The CIP includes the assumption that there will be 3% annual adjustments to retail rates in 2016 and 2017.

Highlights of the 2016 Capital Budget The capital budget for 2016 is $10,111,500.

The 2016 Capital Budget includes the use of rate revenue and reserves totaling $7,604,000 and Capacity Fees in the amount of $2,507,000.

Paris Mountain/Lake Circle Storage Tank – Repaint Tank (Year 2) - $79,000

Total project request of $379,000 funded over 2 years ($300,000 funded in 2015).

Repaint a 300,000 gallon tank that was last painted in 1978.

Additional funding provided in 2016 to complete the project.

Residence at Trammel Gap (Year 2) - $35,000


The current residence at this location is in disrepair and needs to be replaced.

This constructs a new residence to house Watershed personnel to help maintain security on the northern boundary of the North Saluda Watershed.

$20,000 transferred into this project during 2015 from the North Saluda Intake Repairs project.

Additional funding provided in 2016 to tear down old house and barn, and seal well.

Clearwell Dehumidifiers (Year 2) – $305,000


Replacement of the dehumidifiers in the basement of the Adkins Treatment Plant to reduce moisture and stop corrosion that is occurring.

7

Additional funding provided in 2016 as required to fully fund this project.

Alkalinity Improvements at Treatment Plants (Year 2) - $2,200,000

Total project request of $4,905,000 funded over 3 years ($450,000 funded in 2015).

Constructs liquid lime feed and carbon dioxide feed equipment in order to control the alkalinity of the water in the distribution system.

Provides additional buffering capacity to our finished water to reduce finished water pH variations, improves distribution system water quality, limits corrosion potential and mitigates the pricing volatility associated with the use of caustic soda.

Water Resources Master Plan (Year 2) - $550,000

Total project request of $1,734,000 funded over 3 years ($600,000 funded in 2015).

Develop a plan to meet the growing water supply demands of our system for the next 100 years.

Phase II will involve an analysis of the Saluda, Broad and Upper Savannah River

basins as well Surface Water Withdrawal permits and Lake Keowee permitted withdrawals.

Replace Lab Floors at Stovall WTP - $125,000

Replace original flooring in facility that was built in 2000. Floor has damage and/or significant wear.

Stovall WTP – Redundant Transformers – $212,000

Installation of a redundant 225kva 4160 to 480 transformer near the finished water PS.

Stovall WTP – New Roof - $381,000

Replace original roof on DAF building that was built in 2000. Roof is exhibiting signs of deterioration.

Residuals Handling Study and Permitting - $110,000

Residuals handling study for both treatment plants. Permitting for land application of residuals at Stovall plant. Evaluate automation of centrifuge operation at Stovall.

8

Arc Flash Compliance/Study - $200,000

Compliance with the OSHA arc flash regulations requires a study which results in a safe work program including classroom training, physical training on the specific equipment involved, and training on the proper use and care of the required personal protective equipment. Arc flash compliance ensures adequate protection of employees from injury from electric components. A safety consultant will be hired to conduct the study and there will be some cost to implement the study recommendations. The consultant will prepare an arc flash PPE report, arc flash diagrams and labels, as well as conduct training sessions.

Remodel Table Rock Caretaker House – $305,000

A complete remodel to address structural issues, and bring the house up to current building code standards. The remodel will also improve energy efficiency and make the structure more habitable for our caretaker. This will be the most substantial renovation of this residence since its construction by the Civilian Conservation Corps in the 1930’s.

Imaging System – $300,000

Replaces the existing Documentum imaging system, converts existing data in the system, and indexes all images to accounts. The imaging system serves as a reference filing system for several processes, especially in Engineering and Business Services, operating at a sublayer beneath products like CIS Infinity. Paper items are scanned from paper daily—maps, service orders, contracts, check remittances and other correspondences. These scanned images are important when discussing details with customers regarding their accounts, and its continual operation is vital to the flow of operations in the field regarding tap orders, and contractual concerns with developers. The project also includes replacement of scanning hardware, and includes an effort to integrate existing scanning capabilities into the project.

Update Emergency Response Plan - $200,000

The current ERP was completed in 2003 and is in need of an overall comprehensive system wide update. The propose scope of work will include an updated threat identification, be it natural or man-made, development of a business and technology continuity plan, and pandemic plan.

Dam Improvements at Table Rock and North Saluda - $150,000

Address the perched water issue at North Saluda dam identified by 2014 Bunnell Lammons Engineering (BLE) evaluation. Installation of electronic instrumentation to enhance dam operations at both reservoirs. Additional improvements may be needed based on recommendations of geotechnical evaluation by BLE.

9

Piney Mountain Rd #1 – New Water Main - $298,000

The new water main will maintain looping and service to the southern portion of Hillandale. Location is Piney Mountain Rd from Milian Dr to View Point Dr.

Rutherford Rd – Check Valves - $129,000

Add 2 check valves located on pipes 32353 and 26301. Part of the Zone Boundary adjustment from Gravity to Hillandale.

Aiken Chapel Rd – New Water Main - $320,000

New water main is needed for fire flow capacity (addresses minimum 500 gpm fire flow and cluster area). Location is Aiken Chapel Rd from Riverside Dr to Old Chick Springs Rd.

N Pleasantburg Rd – Parallel Water Main - $931,000

Part of the Zone Boundary adjustment from Gravity to Hillandale. Location is N Pleasantburg Dr from Piney Mountain Rd to Rutherford Rd; Parallel to 8-inch.

Sludge Removal at Water Treatment Plants - $1,500,000

Periodic removal of accumulated sludge at Adkins WTP that is performed every 5-7 years. First time removal of sludge from lagoons that has accumulated at Stovall WTP since the plant was placed in service.

Comprehensive Asset Management Plan (Year 1) - $130,000

Total project request of $643,000 funded over 2 years.

Develop a comprehensive Asset Management Program. Phase I will consist of an organizational capacity assessment to assess current maintenance management practices including work order generation, asset inventory, preventative maintenance and scheduling. Phase 1 will also include an evaluation of the staff and organization needs to properly and fully implement and utilize a Computerized Maintenance Management System (CMMS). Phase 2 is the selection and implementation of a GIS CMMS integrated for all vertical and horizontal assets (plants, pump stations, reservoirs, pipelines, etc.).

Fume Hood Replacement at Stovall WTP Lab (Year 1) - $25,000

Total project request of $128,000 funded over 2 years.

Project involves having a consultant evaluate the 4 fume hoods in the laboratory to determine if more energy efficient hoods are available. The current hoods are on all the time resulting in very high energy bills. Replacement hoods would be purchased based on consultant's recommendation that will take into account safety regulations, the safety of laboratory staff and minimizing energy usage.

10

Rutherford Rd – New Water Main (Year 1) - $1,026,000

Total project request of $2,077,000 funded over 2 years.

Part of the Zone Boundary adjustment from Gravity to Hillandale. Also, the connection from the 16-inch transmission line should be moved to the new water main. Location is Rutherford Rd from Waddell Rd to N Pleasantburg; Parallel to 16-inch.

Administrative Building Renovations (Year 1) - $600,000

Total project request of $1,500,000 funded over 3 years.

Subject to project budget constraints, the following improvements and renovations will be considered: relocate Commission Meeting Room to first level, paint and carpet all interior space, renovate or replace HVAC system, paint wood exterior, power wash and clean aluminum exterior, relocate engineering and remodel training room area on second floor.

11

Summary

Schedules

GREENVILLE WATER

2016‐2020 CIP

PROJECT SUMMARY

Capital

Committed Budget Total Total

PROJECTS Funding 2016 2017 2018 2019 2020 2016‐20 Project

Central Campus Improvements $13,500,000 $0 $0 $0 $0 $0 $0 $13,500,000

Cliffs Valley/Upper Paris Mtn. PS Upgrade 850,000 ‐ 850,000

SCADA Study 150,000 ‐ 150,000

New Bill Inserter 280,000 ‐ 280,000

FIS Project 400,000 ‐ 400,000

Paris Mountain/Lake Circle Storage Tank ‐ Repaint Tank 300,000 79,000 79,000 379,000

Residence at Trammel Gap 147,500 35,000 35,000 182,500

Clearwell Dehumidifiers 195,000 305,000 305,000 500,000

Alkalinity Improvements at WTPs 450,000 2,200,000 2,255,000 4,455,000 4,905,000

Water Resources Master Plan 600,000 550,000 584,000 1,134,000 1,734,000

North Saluda Intake Structure ‐ Rehab 565,000 ‐ 1,017,000 1,017,000 1,582,000

Replace Lab Floors at Stovall WTP 125,000 125,000 125,000

Stovall WTP ‐ Redundant Transformer 212,000 212,000 212,000

Stovall WTP ‐ New Roof 381,000 381,000 381,000

Residuals Handling Study and Permitting 110,000 110,000 110,000

Arc Flash Compliance/Study 200,000 200,000 200,000

Remodel Table Rock Caretaker House 305,000 305,000 305,000

Imaging System 300,000 300,000 300,000

Update Emergency Response Plan 200,000 200,000 200,000

Dam Improvements at Table Rock and North Saluda 150,000 150,000 150,000

Piney Mountain Rd #1 ‐ New Water Main 298,000 298,000 298,000

Rutherford Rd ‐ Check Valves 129,000 129,000 129,000

Aiken Chapel Rd ‐ New Water Main 320,000 320,000 320,000

N Pleasantburg Rd ‐ Parallel Water Main 931,000 931,000 931,000

Sludge Removal at WTPs 1,500,000 1,500,000 1,500,000

Comprehensive Asset Management Program 130,000 513,000 643,000 643,000

Fume Hood Replacement at Stovall WTP Lab 25,000 103,000 128,000 128,000

Rutherford Rd ‐ New Water Main 1,026,000 1,051,000 2,077,000 2,077,000

Administrative Building Renovations 600,000 500,000 400,000 1,500,000 1,500,000

System Wide Security Master Plan ‐ 103,000 ‐ 103,000 103,000

Adkins WTP ‐ Basin Rehab and Painting 51,000 915,000 966,000 966,000

Adkins WTP ‐ Filter Gallery Rehab 77,000 872,000 949,000 949,000

Gayley PS Portable Generator Connection 23,000 412,000 435,000 435,000

Highway 276 ‐ New Water Main 1,861,000 1,907,000 3,768,000 3,768,000

Data Warehouse 349,000 89,000 92,000 530,000 530,000

Hillandale ‐ New Storage Tank 136,000 140,000 1,414,000 1,450,000 3,140,000 3,140,000

Main St ‐ Replace 24‐in Main 2,450,000 2,450,000 2,450,000

Pineforest Dr ‐ New Water Main 1,184,000 1,184,000 1,184,000

Repaint Wham Tank 578,000 578,000 578,000

SE Main St ‐ New Water Main 125,000 125,000 125,000

North Saluda Treating Station ‐ Rehab 11,000 187,000 198,000 198,000

Table Rock Treating Station ‐ Rehab 18,000 309,000 327,000 327,000

Stovall WTP ‐ Painting 30,000 543,000 573,000 573,000

Dredge Channel at North Saluda Intake and Outlet Bldg 11,000 179,000 190,000 190,000

Crestwood PS ‐ Increase Pump Size 58,000 1,051,000 1,109,000 1,109,000

Upper White Horse PS ‐ Increase Pump Capacity 111,000 1,003,000 1,027,000 2,141,000 2,141,000

Goodwin Bridge Reservoir ‐ Additional Storage 86,000 773,000 793,000 1,652,000 1,652,000

Pelham Commons Blvd ‐ New Water Main 233,000 233,000 233,000

S Parker Rd ‐ Replacement Water Main 220,000 220,000 220,000

S Buckhorn Rd ‐ Replacement Water Main 151,000 151,000 151,000

Tally Bridge Rd ‐ New Water Main 2,086,000 2,086,000 2,086,000

Bates Crossing Rd ‐ New Water Main 1,333,000 1,333,000 1,333,000

Remote Monitoring for PRVs 462,000 462,000 462,000

FCV Flow and Pressure Monitoring Improvements 219,000 219,000 219,000

Wellborn Rd to Saluda River ‐ Inspect 72‐in Trans Main 1,573,000 1,573,000 1,573,000

Moore Rd ‐ Replacement Water Main 1,105,000 1,105,000 1,105,000

Old White Horse Rd ‐ Replacement Main 1,480,000 1,480,000 1,480,000

Goodwin Bridge Rd ‐ New Water Main 1,610,000 1,610,000 1,610,000

TOTAL PROJECTS $17,437,500 $10,111,000 $8,623,000 $9,397,000 $9,574,000 $9,719,000 $47,424,000 $64,861,500

FUNDING SOURCES

Rates/Reserves $8,827,500 $7,604,000 $4,991,000 $5,911,000 $4,000,000 $6,449,000 $28,955,000 $37,782,500

Capacity Fees 3,110,000 2,507,000 3,632,000 3,486,000 5,574,000 3,270,000 18,469,000 21,579,000

Debt 5,500,000 ‐ ‐ ‐ ‐ ‐ ‐ 5,500,000

TOTAL FUNDING SOURCES $17,437,500 $10,111,000 $8,623,000 $9,397,000 $9,574,000 $9,719,000 $47,424,000 $64,861,500

Planning Years Only

12

GREENVILLE WATER

2016‐2020 CIP PROJECT SUMMARY BY TYPE

Capital


Project Funding 2016 2017 2018 2019 2020 2016‐20 Project

GENERAL

Central Campus Improvements $13,500,000 $0 $13,500,000

SCADA Study 150,000 ‐ 150,000


FIS Project 400,000 ‐ 400,000




Imaging System 300,000 300,000 300,000





System Wide Security Master Plan ‐ 103,000 ‐ 103,000 103,000

Data Warehouse ‐ 349,000 89,000 92,000 530,000 530,000

TOTAL GENERAL $15,077,500 $2,320,000 $2,049,000 $489,000 $92,000 $0 $4,950,000 $20,027,500

INTAKE

North Saluda Intake Structure ‐ Rehab $565,000 $1,017,000 $1,017,000 $1,582,000





TOTAL INTAKE $565,000 $0 $1,040,000 $452,000 $675,000 $0 $2,167,000 $2,732,000

VALVES

Rutherford Rd ‐ Check Valves $129,000 $129,000 $129,000



TOTAL VALVES $0 $129,000 $0 $0 $0 $681,000 $810,000 $810,000

PUMPING

Cliffs Valley/Upper Paris Mtn. PS Upgrade $850,000 $0 $850,000

Crestwood PS ‐ Increase Pump Size 58,000 1,051,000 1,109,000 1,109,000


TOTAL PUMPING $850,000 $0 $0 $169,000 $2,054,000 $1,027,000 $3,250,000 $4,100,000

STORAGE

Paris Mountain/Lake Circle Storage Tank ‐ Repaint Tank $300,000 $79,000 $79,000 $379,000




TOTAL STORAGE $300,000 $79,000 $136,000 $804,000 $2,187,000 $2,243,000 $5,449,000 $5,749,000

TREATMENT

Clearwell Dehumidifiers $195,000 $305,000 $305,000 $500,000

Alkalinity Improvements at WTPs 450,000 2,200,000 2,255,000 4,455,000 4,905,000









Stovall WTP ‐ Painting ‐ 30,000 543,000 573,000 573,000

TOTAL TREATMENT $645,000 $4,858,000 $2,486,000 $1,817,000 $543,000 $0 $9,704,000 $10,349,000

RESERVOIRS

Dam Improvements at Table Rock and North Saluda $150,000 $150,000 $150,000

Planning Years Only

13

GREENVILLE WATER

2016‐2020 CIP PROJECT SUMMARY BY TYPE (cont'd)

Capital



MAINS

Piney Mountain Rd #1 ‐ New Main $298,000 $298,000 $298,000

















TOTAL MAINS $0 $2,575,000 $2,912,000 $5,666,000 $4,023,000 $5,768,000 $20,944,000 $20,944,000

TOTAL CIP $17,437,500 $10,111,000 $8,623,000 $9,397,000 $9,574,000 $9,719,000 $47,424,000 $64,861,500

Planning Years Only

14

GREENVILLE WATER

2016‐2020 CIP

PROJECT SUMMARY BY FUNDING SOURCE Capital



RATES/RESERVES

Central Campus Improvements $8,000,000 $0 $8,000,000


FIS Project 400,000 ‐ 400,000



Paris Mountain/Lake Circle Storage Tank ‐ Repaint Tank 79,000 79,000 79,000






Imaging System 300,000 300,000 300,000

Clearwell Dehumidifiers 305,000 305,000 305,000


Dam Improvements at Table Rock and North Saluda 150,000 150,000 150,000


Piney Mountain Rd #1 ‐ New Main 298,000 298,000 298,000

Rutherford Rd ‐ Check Valves 129,000 129,000 129,000


Alkalinity Improvements at WTPs 2,200,000 2,255,000 4,455,000 4,455,000




North Saluda Intake Structure ‐ Rehab 1,017,000 1,017,000 1,017,000

System Wide Security Master Plan 103,000 103,000 103,000




Data Warehouse 349,000 89,000 92,000 530,000 530,000






Stovall WTP ‐ Painting 30,000 543,000 573,000 573,000












TOTAL RATES/RESERVES $8,827,500 $7,604,000 $4,991,000 $5,911,000 $4,000,000 $6,449,000 $28,955,000 $37,782,500

Planning Years Only

15

GREENVILLE WATER

2016‐2020 CIP

PROJECT SUMMARY BY FUNDING SOURCE (cont'd) Capital



CAPACITY FEES

Paris Mountain/Lake Circle Storage Tank ‐ Repaint Tank $300,000 $0 $300,000

Alkalinity Improvements at Treatment Plants 450,000 ‐ 450,000

Clearwell Dehumidifiers 195,000 ‐ 195,000

SCADA Study 150,000 ‐ 150,000

North Saluda Intake Structure ‐ Rehab 565,000 ‐ 565,000

Cliffs Valley/Upper Paris Mtn. PS Upgrade 850,000 ‐ 850,000






Crestwood PS ‐ Increase Pump Size 58,000 1,051,000 ‐ 1,109,000 1,109,000





TOTAL CAPACITY FEES $3,110,000 $2,507,000 $3,632,000 $3,486,000 $5,574,000 $3,270,000 $18,469,000 $21,579,000

DEBT

Central Campus Improvements $5,500,000 $5,500,000

TOTAL CIP $17,437,500 $10,111,000 $8,623,000 $9,397,000 $9,574,000 $9,719,000 $47,424,000 $64,861,500

SUMMARY OF ADDITIONAL OPERATING IMPACTS Capital

Budget Total

2016 2017 2018 2019 2020 2016‐20

Central Campus Improvements $152,600 $201,077 $207,035 $213,200 $219,580 $993,492

Alkalinity Improvements at WTPs ‐ 499,800 514,794 530,238 546,145 2,090,977 Total Operating Impacts $152,600 $700,877 $721,829 $743,438 $765,725 $3,084,468

Planning Years Only

Planning Years Only

16

Project Descriptions

2016‐20 CIP

PROJECT CATEGORY General

PROJECT DRIVER System Management

PROJECT DETAILS AND JUSTIFICATION

PROJECT STATUS

METHOD FOR ESTMATING COST

Under contract

SPECIAL CONSIDERATIONS

TOTAL

COMMITTED PROJECT

PR0JECT COSTS FUNDING 2016 2017 2018 2019 2020 COST

Land Acquistion Cost $57,000 $57,000

Easements ‐

Planning/Legal/Engineering 810,000 810,000

Equipment 359,000 359,000

Construction/Improvements 11,910,000 11,910,000

Contingency 364,000 364,000

TOTAL PR0JECT COSTS $13,500,000 $0 $0 $0 $0 $0 $13,500,000

TOTAL

COMMITTED PROJECT

PROJECT FINANCING FUNDING 2016 2017 2018 2019 2020 FINANCING

Rates/Reserves $8,000,000 $8,000,000

Capacity Fees ‐

Revenue Bonds 5,500,000 5,500,000

TOTAL PROJECT FINANCING $13,500,000 $0 $0 $0 $0 $0 $13,500,000

TOTAL

OPERATIONAL

OPERATIONAL IMPACT 2016 2017 2018 2019 2020 IMPACT

Net Operational Impact $152,600 $201,077 $207,035 $213,200 $219,580 $993,492

Cumulative Operational Impact 152,600 353,677 560,712 773,912 993,492 993,492

FTEs Added 1 1

Cumulative FTEs added ‐ 1 1 1 1 1

Consists of constructing a new operations facility and relocating the Field Operations group and vehicle maintenance facility from its existing

location at 87 Mayberry St. to newly acquired property adjacent to the Main office located at 407 W. Broad St. The colocation of the Field

Operations and Management on one campus will allow for better oversight and efficiencies of operation.

CENTRAL CAMPUS IMPROVEMENTS

Pending closeout in 2016 with project anticipated to be completed during 2nd quarter.

None

17

2016‐20 CIP




PROJECT STATUS


A cost estimate was provided in the 2009 Master Plan updated with an inflation factor.


TOTAL

COMMITTED PROJECT


Land Acquistion Cost $0

Easements ‐


Equipment ‐

Construction/Improvements ‐

Contingency ‐

TOTAL PR0JECT COSTS $150,000 $0 $0 $0 $0 $0 $150,000

TOTAL

COMMITTED PROJECT


Rates/Reserves $0

Capacity Fees 150,000 150,000

Revenue Bonds ‐

TOTAL PROJECT FINANCING $150,000 $0 $0 $0 $0 $0 $150,000

TOTAL

OPERATIONAL


Net Operational Impact $0

Cumulative Operational Impact ‐ ‐ ‐ ‐ ‐ ‐

FTEs Added ‐

Cumulative FTEs added ‐ ‐ ‐ ‐ ‐ ‐

This project consists of a study to determine the best approach to Supervisory Control and Data Acquisition (SCADA) improvements.The SCADA

system at the Stovall Plant was placed in service in 2000. Computer hardware and software have a useful service life. Prior to making upgrades to

the system a detailed sudy should be performed.

SCADA STUDY

Continuation

None

18

2016‐20 CIP




PROJECT STATUS


A past quote from Pitney Bowes for an equivalent‐class inserter updated for inflation.


TOTAL

COMMITTED PROJECT



Easements ‐

Planning/Legal/Engineering ‐

Equipment 280,000 280,000


Contingency ‐


TOTAL

COMMITTED PROJECT


Rates/Reserves $280,000 $280,000

Capacity Fees ‐

Revenue Bonds ‐


TOTAL

OPERATIONAL




FTEs Added ‐


Project adds a second folder/inserter to serve as a more modernized system, adding not only the redundancy aspect to billing operations, but also

greater speed in output. Newer model will serve as the primary insertion system, with the existing Pitney Bowes Series 8 serving as a

backup/parallel, running system, depending on circumstances. When the existing folder/inserter was procured in 2007, billing volumes were lower

under quarterly billing, so it now processes three times the volume than was anticipated. Any stoppage of the system for even a half‐day causes a

backup in workflow processes, and poses risks of sending bills late to customers.

NEW BILL INSERTER

Planned/Programmed

None

19

2016‐20 CIP




PROJECT STATUS


Quote provided by Microsoft Value Added Reseller (VAR).


TOTAL

COMMITTED PROJECT



Easements ‐


Equipment ‐

Construction/Improvements 400,000 400,000

Contingency ‐


TOTAL

COMMITTED PROJECT



Capacity Fees ‐

Revenue Bonds ‐


TOTAL

OPERATIONAL




FTEs Added ‐


This project is for enhancements to our Microsoft Dynamics GP financial software. The installation of additional modules will improve workflows,

increase staff efficiency and provide greater transparency and access to financial, human resource, and employee information. Enhancements to be

purchased and implemented include the following: bank reconciliation module, HR module (creation of annual employee benefits statement),

encumbrance module, online applicant tracking software, "on demand" reports and inquiry functionality, capital project tracking software,

automated time reporting and time off management software, purchase requistion software and fleet management software.

FIS PROJECT

Continuation ‐ HR module activated (annual benefits statement generated), , bank reconciliation and encumbrance modules implemented.

Purchase requisition, time reporting and time off, and applicant tracking software purchased and implemented .

None

20

2016‐20 CIP




PROJECT STATUS


Pricing provided by consultant.


TOTAL

COMMITTED PROJECT



Easements ‐

Planning/Legal/Engineering 600,000 550,000 584,000 1,734,000

Equipment ‐


Contingency ‐

TOTAL PR0JECT COSTS $600,000 $550,000 $584,000 $0 $0 $0 $1,734,000

TOTAL

COMMITTED PROJECT


Rates/Reserves $0

Capacity Fees 600,000 550,000 584,000 1,734,000

Revenue Bonds ‐

TOTAL PROJECT FINANCING $600,000 $550,000 $584,000 $0 $0 $0 $1,734,000

TOTAL

OPERATIONAL




FTEs Added ‐


This project includes an intensive, long range, water resource planning effort for the next 100 years so that GW can identify and begin pursuit of the

next water source to meet growing water supply demands. Phase I is complete and involved projections of population and future water

requirements, safe yield studies and reservoir optimization, assessment of the Broad River basin water resource and the development of a Saluda

River basin model. Phase II will involve an analysis of the Saluda, Broad and Upper Savannah River basins as well Surface Water Withdrawal permits

and Lake Keowee permitted withdrawals. Phase III will identify and develop potential water supplies.

WATER RESOURCES MASTER PLAN

Revision ‐ Phases II and III have been added.

None

21

2016‐20 CIP




PROJECT STATUS


Contract and contractor estimate.


TOTAL

COMMITTED PROJECT



Easements ‐


Equipment ‐

Construction/Improvements 147,500 35,000 182,500

Contingency ‐

TOTAL PR0JECT COSTS $147,500 $35,000 $0 $0 $0 $0 $182,500

TOTAL

COMMITTED PROJECT


Rates/Reserves $147,500 $35,000 $182,500

Capacity Fees ‐

Revenue Bonds ‐

TOTAL PROJECT FINANCING $147,500 $35,000 $0 $0 $0 $0 $182,500

TOTAL

OPERATIONAL




FTEs Added ‐


To construct a new residence at Trammell Gap Road to house Watershed personnel to help maintain security on the northern boundary of the North

Saluda Watershed. The current residence is in disrepair and needs to be replaced.

RESIDENCE AT TRAMMEL GAP

Revision ‐ additional money requested for 2016 to tear down old house, old barn, seal well, and rebuild new barn. Construction of new residence is

substantially complete. $20,000 transferred in 2015 from N. Saluda Intake Repairs project.

None

22

2016‐20 CIP


PROJECT DRIVER Maintenance


PROJECT STATUS


Architect estimate


TOTAL

COMMITTED PROJECT



Easements ‐


Equipment ‐


Contingency ‐

TOTAL PR0JECT COSTS $0 $305,000 $0 $0 $0 $0 $305,000

TOTAL

COMMITTED PROJECT



Capacity Fees ‐

Revenue Bonds ‐

TOTAL PROJECT FINANCING $0 $305,000 $0 $0 $0 $0 $305,000

TOTAL

OPERATIONAL



Cumulative Operational Impact ‐

FTEs Added ‐

Cumulative FTEs added ‐

A complete remodel to address structural issues, and bring the house up to current building code standards. The remodel will also improve energy

efficiency and make the structure more habitable for our caretaker. This will be the most substantial rehabilitation of this residence since its

construction by the Civilian Conservation Corps in the 1930s.

REMODEL TABLE ROCK CARETAKER HOUSE

New ‐ project moved from operating budget due to quotes exceeding $100,000.

23

2016‐20 CIP




PROJECT STATUS


Costs of the existing and competing systems, informal estimates of manpower costs‐per‐hour for technical expertise to convert the data.


TOTAL

COMMITTED PROJECT



Easements ‐


Equipment 300,000 300,000


Contingency ‐


TOTAL

COMMITTED PROJECT



Capacity Fees ‐

Revenue Bonds ‐


TOTAL

OPERATIONAL




FTEs Added ‐


Replaces existing Documentum imaging system, converts existing data in the system, and to indexes all images to accounts. The imaging system

serves as a reference filing system for several processes, especially in Engineering and Business Services, and users barely recognize the service is

there, operating at a sublayer beneath products like CIS Infinity. Paper items are scanned from paper daily‐‐maps; service orders; contracts; check

remittances; and other correspondences. These scanned images are important when discussing details with customers regarding their accounts, and

its continual operation is vital to the flow of operations in the field regarding tap orders, and contractual concerns with developers. The project also

includes replacement of scanning hardware, and includes an effort to integrate existing scanning capabilities into the project.

IMAGING SYSTEM

Planned/Programmed

The existing imaging system has been off software support for over three years and has missed several software updates in the interim. Repairs may

require purchasing upgrades to the current version, which could exceed cost of a data conversion and implementation.

24

2016‐20 CIP




PROJECT STATUS


Staff estimate


TOTAL

COMMITTED PROJECT



Easements ‐


Equipment ‐


Contingency ‐


TOTAL

COMMITTED PROJECT



Capacity Fees ‐

Revenue Bonds ‐


TOTAL

OPERATIONAL




FTEs Added ‐


The current ERP was completed in 2003 and is in need of an overall comprehensive system wide update. The propose scope of work will include and

updated threat identification, be it natural or man‐made, development of a business and technology continuity plan, and pandemic plan.

UPDATE EMERGENCY RESPONSE PLAN

New

None

25

2016‐20 CIP




PROJECT STATUS


Consultant's estimate


TOTAL

COMMITTED PROJECT



Easements ‐


Equipment ‐


Contingency ‐


TOTAL

COMMITTED PROJECT



Capacity Fees ‐

Revenue Bonds ‐


TOTAL

OPERATIONAL




FTEs Added ‐


Compliance with the OSHA arc flash regulations requires a study which results in a safe work program including classroom training, physical training

on the specific equipment involved, and training on the proper use and care of the required personal protective equipment. Arc flash compliance

ensures adequate protection of employees from injury from electric components. A safety consultant will be hired to conduct the study and there

will be some cost to implement the study recommendations. The consultant will prepare and arc flash PPE report, arc flash diagrams and labels, as

well as conduct training sessions.

ARC FLASH COMPLIANCE/STUDY

New

None

26

2016‐20 CIP




PROJECT STATUS


Consultant estimate


TOTAL

COMMITTED PROJECT



Easements ‐


Equipment ‐


Contingency ‐

TOTAL PR0JECT COSTS $0 $130,000 $513,000 $0 $0 $0 $643,000

TOTAL

COMMITTED PROJECT


Rates/Reserves $130,000 $513,000 $643,000

Capacity Fees ‐

Revenue Bonds ‐

TOTAL PROJECT FINANCING $0 $130,000 $513,000 $0 $0 $0 $643,000

TOTAL

OPERATIONAL




FTEs Added ‐


Develop a comprehensive Asset Management Program. Phase I will consist of an organizational capacity assessment to assess current maintenance

management practices including work order generation, asset inventory, preventative maintenance and scheduling. Phase 1 will also include an

evaluation of the staff and organization needs to properly and fully implement and utilize a CMMS. Phase 2 is the selection and implementation of a

GIS integrated Computerized Maintenance Management System for all vertical and horizontal assets (plants, pump stations, reservoirs, pipelines,

etc)

COMPREHENSIVE ASSET MANAGEMENT PROGRAM

New

None

27

2016‐20 CIP




PROJECT STATUS


Architect's estimate


TOTAL

COMMITTED PROJECT



Easements ‐


Equipment ‐

Construction/Improvements 600,000 500,000 400,000 1,500,000

Contingency ‐

TOTAL PR0JECT COSTS $0 $600,000 $500,000 $400,000 $0 $0 $1,500,000

TOTAL

COMMITTED PROJECT


Rates/Reserves $600,000 $500,000 $400,000 $1,500,000

Capacity Fees ‐

Revenue Bonds ‐

TOTAL PROJECT FINANCING $0 $600,000 $500,000 $400,000 $0 $0 $1,500,000

TOTAL

OPERATIONAL




FTEs Added ‐


Subject to project budget constraints, the following improvements and renovations will be considered; relocate Commission Meeting Room to first

level; paint and carpet all interior space; renovate or replace HVAC system; paint wood exterior; power wash and clean aluminum exterior; relocate

engineering and remodel training room area on second floor.

ADMINISTRATIVE BUILDING RENOVATIONS

New

None

28

2016‐20 CIP




PROJECT STATUS


Staff estimate


TOTAL

COMMITTED PROJECT



Easements ‐


Equipment ‐


Contingency ‐

TOTAL PR0JECT COSTS $0 $0 $103,000 $0 $0 $0 $103,000

TOTAL

COMMITTED PROJECT



Capacity Fees ‐

Revenue Bonds ‐

TOTAL PROJECT FINANCING $0 $0 $103,000 $0 $0 $0 $103,000

TOTAL

OPERATIONAL




FTEs Added ‐


Security Risk Assessment Master Plan a will provide recommendations for the following aspects: technical and physical security measures to

mitigate or reduce risk to staff, data and infrastructure assets; security awareness programs to prevent crimes, trespassing, and terrorism related

events; modifications to existing security policies and procedures as appropriate; incident response measures for security driven events; phased

Security implementation strategies with detailed security design cost estimates for recommended measures.

SYSTEM WIDE SECURITY MASTER PLAN

New

None

29

2016‐20 CIP




PROJECT STATUS


Based on Teradata projected costs of $34,000 per terabyte, and with an estimate of 15 terabytes.


TOTAL

COMMITTED PROJECT



Easements ‐


Equipment ‐

Construction/Improvements 349,000 89,000 92,000 530,000

Contingency ‐

TOTAL PR0JECT COSTS $0 $0 $349,000 $89,000 $92,000 $0 $530,000

TOTAL

COMMITTED PROJECT


Rates/Reserves $349,000 $89,000 $92,000 $530,000

Capacity Fees ‐

Revenue Bonds ‐

TOTAL PROJECT FINANCING $0 $0 $349,000 $89,000 $92,000 $0 $530,000

TOTAL

OPERATIONAL




FTEs Added ‐


Implementation of a data warehousing system which will be used to integrate all Greenville Water data sources, serving as a hub for conversion,

correlation and reporting that spans backward through record periods for purposes of contrast and trend analysis.This enables the shaping of data

over periods if time which supports key performance indicators, and protects the integrity of production database. The DW system will serve as a

central hub of information that can be summoned by any department for reports and comparisons, to include auto‐populated dashboards. The

system will offload the performance impact of reports being run from production systems, which affects productivity negatively. Examples of data to

be integrated: CIS; GIS; Financials; LIMS; OperationsWork Orders; Field Services Work Orders; Befare/After listing; etc.

DATA WAREHOUSE

New

None

30

2016‐20 CIP

PROJECT CATEGORY Intake

PROJECT DRIVER Condition/ Reliability


PROJECT STATUS


Facilities Master Plan


TOTAL

COMMITTED PROJECT



Easements ‐


Equipment ‐

Construction/Improvements 565,000 727,000 1,292,000


TOTAL PR0JECT COSTS $565,000 $0 $1,017,000 $0 $0 $0 $1,582,000

TOTAL

COMMITTED PROJECT


Rates/Reserves $1,017,000 $1,017,000


Revenue Bonds ‐

TOTAL PROJECT FINANCING $565,000 $0 $1,017,000 $0 $0 $0 $1,582,000

TOTAL

OPERATIONAL




FTEs Added ‐


Replace top portion of screen. Replace electrical equipment on intake. New power supply, including poles and wiring from treating station to

intake. Concrete repairs.

NORTH SALUDA INTAKE STRUCTURE ‐ REHAB

Revision ‐ cost updated as part of Facilities Master Plan. In 2015, $40,000 was transferred to the Study for North Saluda Pump Station project and

$20,000 was transferred to the Trammel Gap Residence project.

None

31

2016‐20 CIP




PROJECT STATUS




TOTAL

COMMITTED PROJECT



Easements ‐

Planning/Legal/Engineering 23,000 23,000 46,000

Equipment ‐



TOTAL PR0JECT COSTS $0 $0 $23,000 $412,000 $0 $0 $435,000

TOTAL

COMMITTED PROJECT


Rates/Reserves $23,000 $412,000 $435,000

Capacity Fees ‐

Revenue Bonds ‐

TOTAL PROJECT FINANCING $0 $0 $23,000 $412,000 $0 $0 $435,000

TOTAL

OPERATIONAL




FTEs Added ‐


Installation of portable generator plug and electrical modifications to operate one pump.

GAYLEY PS PORTABLE GENERATOR CONNECTION

New

Recommended in CH2MHill Report.

32

2016‐20 CIP


PROJECT DRIVER Condition


PROJECT STATUS




TOTAL

COMMITTED PROJECT



Easements ‐


Equipment ‐



TOTAL PR0JECT COSTS $0 $0 $0 $11,000 $179,000 $0 $190,000

TOTAL

COMMITTED PROJECT


Rates/Reserves $11,000 $179,000 $190,000

Capacity Fees ‐

Revenue Bonds ‐

TOTAL PROJECT FINANCING $0 $0 $0 $11,000 $179,000 $0 $190,000

TOTAL

OPERATIONAL




FTEs Added ‐


Overall general repairs and maintenance. Dredge channel beneath outlet structure as needed.

DREDGE CHANNEL AT NORTH SALUDA INTAKE AND OUTLET BLDG

New

None

33

2016‐20 CIP




PROJECT STATUS




TOTAL

COMMITTED PROJECT



Easements ‐


Equipment ‐




TOTAL

COMMITTED PROJECT


Rates/Reserves $11,000 $187,000 $198,000

Capacity Fees ‐

Revenue Bonds ‐


TOTAL

OPERATIONAL




FTEs Added ‐


Repainting of interior of structure as needed. Replace windows and remove unused equipment. Repainting of interior large piping beneath treating

station.

NORTH SALUDA TREATING STATION ‐ REHAB

New

None

34

2016‐20 CIP




PROJECT STATUS




TOTAL

COMMITTED PROJECT



Easements ‐


Equipment ‐




TOTAL

COMMITTED PROJECT


Rates/Reserves $18,000 $309,000 $327,000

Capacity Fees ‐

Revenue Bonds ‐


TOTAL

OPERATIONAL




FTEs Added ‐


Repainting of interior of structure as needed. Replace windows and remove unused equipment. Replace strainer and Ludlow gate valves in pit.

Transition above‐grade pits to vaults.

TABLE ROCK TREATING STATION ‐ REHAB

New

None

35

2016‐20 CIP

PROJECT CATEGORY Valves

PROJECT DRIVER Capacity


PROJECT STATUS




TOTAL

COMMITTED PROJECT



Easements ‐


Equipment ‐




TOTAL

COMMITTED PROJECT



Capacity Fees ‐

Revenue Bonds ‐


TOTAL

OPERATIONAL




FTEs Added ‐


Add 2 check valves located on pipes 32353 and 26301. Part of the Zone Boundary adjustment from Gravity to Hillandale.

RUTHERFORD RD ‐ CHECK VALVES

New

Must have for Rutherford Rd ‐ New Water Main project to work.

36

2016‐20 CIP


PROJECT DRIVER Reliability


PROJECT STATUS




TOTAL

COMMITTED PROJECT



Easements ‐


Equipment ‐



TOTAL PR0JECT COSTS $0 $0 $0 $0 $0 $219,000 $219,000

TOTAL

COMMITTED PROJECT



Capacity Fees ‐

Revenue Bonds ‐

TOTAL PROJECT FINANCING $0 $0 $0 $0 $0 $219,000 $219,000

TOTAL

OPERATIONAL




FTEs Added ‐


Install flow and pressure monitoring on existing flow control valves at JL Mann and Green avenue.

FCV FLOW AND PRESSURE MONITORING IMPROVEMENTS

New

SCADA improvements

37

2016‐20 CIP




PROJECT STATUS


Estimate based on manufacturer's data.


TOTAL

COMMITTED PROJECT



Easements ‐


Equipment ‐



TOTAL PR0JECT COSTS $0 $0 $0 $0 $0 $462,000 $462,000

TOTAL

COMMITTED PROJECT



Capacity Fees ‐

Revenue Bonds ‐

TOTAL PROJECT FINANCING $0 $0 $0 $0 $0 $462,000 $462,000

TOTAL

OPERATIONAL




FTEs Added ‐


This project consists of installing remote monitoring devices for PRV's to monitor upstream and downstream pressure and valve position. This

information is important to know if PRV's are functioning properly and allowing the storage tanks to operate properly. There are approximately 53

PRV's.

REMOTE MONITORING FOR PRVs

Revision ‐ contingency added.

None

38

2016‐20 CIP

PROJECT CATEGORY Pumping



PROJECT STATUS


Facilities Master Plan. Manufacturer's estimate for the generators.


TOTAL

COMMITTED PROJECT



Easements ‐


Equipment ‐


Contingency ‐


TOTAL

COMMITTED PROJECT


Rates/Reserves $0


Revenue Bonds ‐


TOTAL

OPERATIONAL




FTEs Added ‐


The firm capacity of the Cliffs Valley Pump Station will be increased from 250 gpm to 800 gpm. A new diesel generator willl be added to the Cliffs

Valley Pump Station for backup power supply. Currently, one pump is equipped with a diesel drive, but if this pump is not available, then there is no

emergency pumping available. With the addition of a new connection for the Blue Ridge Rural Water Company to serve the Cliffs Valley North

community, the need for redundancy is essential. The firm capacity of the Paris Mountain Pump Station will be increased from 125 gpm to 250 gpm.

The Paris Mountain Pump Station has operated at a max day 116% of firm capacity with a 5 year max day average of approximately 94% of firm

capacity. These peaking conditions typically occur during the hottest summer days. It is recommended that plans be made to increase pumping

capacity when a pump station operates at approximately 80% firm capacity during peak summer usage.The existing generator will be reviewed to

determine if it is capable of operating the new pumps. An engineering study was performed to determine recommended pump capacities and

number of pumps to be installed.

CLIFFS VALLEY/UPPER PARIS MTN PS UPGRADE

Continuation ‐ substantially complete

None

39

2016‐20 CIP




PROJECT STATUS




TOTAL

COMMITTED PROJECT



Easements ‐


Equipment ‐



TOTAL PR0JECT COSTS $0 $0 $0 $58,000 $1,051,000 $0 $1,109,000

TOTAL

COMMITTED PROJECT


Rates/Reserves $0

Capacity Fees 58,000 1,051,000 1,109,000

Revenue Bonds ‐

TOTAL PROJECT FINANCING $0 $0 $0 $58,000 $1,051,000 $0 $1,109,000

TOTAL

OPERATIONAL




FTEs Added ‐


Analysis of system demand indicated the need for a firm capacity increase to 5.5 MGD at 185 ft.

CRESTWOOD PS ‐ INCREASE PUMP SIZE

New

Alternative analysis of E. Paris Mtn PS & Reservoir.

40

2016‐20 CIP




PROJECT STATUS




TOTAL

COMMITTED PROJECT



Easements ‐

Planning/Legal/Engineering 111,000 57,000 58,000 226,000

Equipment ‐


Contingency 189,000 194,000 383,000

TOTAL PR0JECT COSTS $0 $0 $0 $111,000 $1,003,000 $1,027,000 $2,141,000

TOTAL

COMMITTED PROJECT


Rates/Reserves $0

Capacity Fees 111,000 1,003,000 1,027,000 2,141,000

Revenue Bonds ‐

TOTAL PROJECT FINANCING $0 $0 $0 $111,000 $1,003,000 $1,027,000 $2,141,000

TOTAL

OPERATIONAL




FTEs Added ‐


Analysis of system demand indicated the need for a firm capacity increase to 4.5 MGD at 185 ft. Recommendation is to separate the plant water PS

from the Service area PS.

UPPER WHITE HORSE PS ‐ INCREASE PUMP CAPACITY

New

Based on firm capacity & MDD demands spreadsheet analysis.

41

2016‐20 CIP

PROJECT CATEGORY Storage

PROJECT DRIVER Age/Condition


PROJECT STATUS


Historical pricing and Facilities Master Plan


TOTAL

COMMITTED PROJECT



Easements ‐


Equipment ‐




TOTAL

COMMITTED PROJECT




Revenue Bonds ‐


TOTAL

OPERATIONAL




FTEs Added ‐


Based on sequencing of tank painting, this tank is due for repainting.

PARIS MOUNTAIN/LAKE CIRCLE STORAGE TANK ‐ REPAINT TANK

Revision ‐ contingency added. Out for bid.

None

42

2016‐20 CIP




PROJECT STATUS




TOTAL

COMMITTED PROJECT



Easements ‐


Equipment ‐


Contingency ‐

TOTAL PR0JECT COSTS $0 $0 $0 $578,000 $0 $0 $578,000

TOTAL

COMMITTED PROJECT



Capacity Fees ‐

Revenue Bonds ‐

TOTAL PROJECT FINANCING $0 $0 $0 $578,000 $0 $0 $578,000

TOTAL

OPERATIONAL




FTEs Added ‐


Based on sequencing of tank painting, this tank is due for repainting.

REPAINT WHAM TANK

Planned/Programmed

None

43

2016‐20 CIP


PROJECT DRIVER Condition/Capacity


PROJECT STATUS




TOTAL

COMMITTED PROJECT



Easements ‐

Planning/Legal/Engineering 136,000 140,000 143,000 148,000 567,000

Equipment ‐

Construction/Improvements 1,017,000 1,042,000 2,059,000

Contingency 254,000 260,000 514,000

TOTAL PR0JECT COSTS $0 $0 $136,000 $140,000 $1,414,000 $1,450,000 $3,140,000

TOTAL

COMMITTED PROJECT


Rates/Reserves $0

Capacity Fees 136,000 140,000 1,414,000 1,450,000 3,140,000

Revenue Bonds ‐

TOTAL PROJECT FINANCING $0 $0 $136,000 $140,000 $1,414,000 $1,450,000 $3,140,000

TOTAL

OPERATIONAL




FTEs Added ‐


New tank with 1.5 MG prestressed concrete reservoir.

HILLANDALE ‐ NEW STORAGE TANK

New

Alternative analysis of E. Paris Mtn PS & Reservoir.

44

2016‐20 CIP




PROJECT STATUS




TOTAL

COMMITTED PROJECT



Easements ‐

Planning/Legal/Engineering 86,000 43,000 45,000 174,000

Equipment ‐


Contingency 146,000 150,000 296,000

TOTAL PR0JECT COSTS $0 $0 $0 $86,000 $773,000 $793,000 $1,652,000

TOTAL

COMMITTED PROJECT


Rates/Reserves $0

Capacity Fees 86,000 773,000 793,000 1,652,000

Revenue Bonds ‐

TOTAL PROJECT FINANCING $0 $0 $0 $86,000 $773,000 $793,000 $1,652,000

TOTAL

OPERATIONAL




FTEs Added ‐


Analysis of system demand indicated the need for an additional 0.5 MG of storage at this location in the Upper White Horse Pressure Zone.

GOODWIN BRIDGE RESERVOIR ‐ ADDITIONAL STORAGE

New

Spreadsheet analysis for storage requirements for each zone.

45

2016‐20 CIP

PROJECT CATEGORY Treatment



PROJECT STATUS


Estimate obtained from manufacturer.


TOTAL

COMMITTED PROJECT



Easements ‐


Equipment 195,000 305,000 500,000


Contingency ‐


TOTAL

COMMITTED PROJECT




Revenue Bonds ‐


TOTAL

OPERATIONAL




FTEs Added ‐


Replacement of 3 dehumidifiers in the basement of the Adkins Treatement Plant. Installation of a coolant on the exhaust to prevent heat build up in

the basement. Replacements needed due to the considerable amount of corrosion that is taking place on the metal surfaces in the filter gallery

located in the basement of Adkins plant.

CLEARWELL DEHUMIDIFIERS

Revision ‐ engineering study performed to make recommendation to address humidity conditions. Additional funding requested in 2016 to fully

cover the cost of replacing the dehumidifiers and any ventilation work that may be needed.

None

46

2016‐20 CIP




PROJECT STATUS


HDR Corrosion Control Study and Facilities Master Plan


TOTAL

COMMITTED PROJECT



Easements ‐


Equipment ‐


Contingency ‐

TOTAL PR0JECT COSTS $450,000 $2,200,000 $2,255,000 $0 $0 $0 $4,905,000

TOTAL

COMMITTED PROJECT


Rates/Reserves $2,200,000 $2,255,000 $4,455,000


Revenue Bonds ‐

TOTAL PROJECT FINANCING $450,000 $2,200,000 $2,255,000 $0 $0 $0 $4,905,000

TOTAL

OPERATIONAL


Net Operational Impact $499,800 $514,794 $530,238 $546,145 $2,090,977

Cumulative Operational Impact ‐ 499,800 1,014,594 1,544,832 2,090,977 2,090,977

FTEs Added ‐


The HDR 2013 Corrosion Control Study recommended implementation of the following improvements:

‐ Construct pre and post liquid lime feed systems at the Stovall and Adkins WTPs

‐ Construct a post CO2 alkalinity supplementation feed system at the Stovall and Adkins WTPs

These improvements will enhance operator safety as these facilities, add additional buffering capacity to GW’s finished water to reduce finished

water pH variations, improve distribution system water quality, limit corrosion potential and mitigate recent and projected chemical pricing volatility

associated with the use of caustic soda as a pH adjustment chemical.

ALKALINITY IMPROVEMENTS AT WTPs

Revision ‐ cost estimate updated as part of Facilities Master Plan

None

47

2016‐20 CIP


PROJECT DRIVER Redundancy


PROJECT STATUS




TOTAL

COMMITTED PROJECT



Easements ‐


Equipment 151,000 151,000


Contingency ‐


TOTAL

COMMITTED PROJECT



Capacity Fees ‐

Revenue Bonds ‐


TOTAL

OPERATIONAL




FTEs Added ‐


Install redundant 225kva 4160 to 480 transformer near FWPS.

STOVALL WTP ‐ REDUNDANT TRANSFORMER

New

None

48

2016‐20 CIP




PROJECT STATUS


Estimate provided by Black & Veatch.


TOTAL

COMMITTED PROJECT



Easements ‐


Equipment ‐


Contingency ‐


TOTAL

COMMITTED PROJECT



Capacity Fees ‐

Revenue Bonds ‐


TOTAL

OPERATIONAL




FTEs Added ‐


Replace original roof on DAF building that was built in 2000. Roof is exhibiting signs of deterioration.

STOVALL WTP ‐ NEW ROOF

New

None

49

2016‐20 CIP




PROJECT STATUS


Vendor quote


TOTAL

COMMITTED PROJECT



Easements ‐


Equipment ‐


Contingency ‐

TOTAL PR0JECT COSTS $0 $1,500,000 $0 $0 $0 $0 $1,500,000

TOTAL

COMMITTED PROJECT


Rates/Reserves $1,500,000 $1,500,000

Capacity Fees ‐

Revenue Bonds ‐

TOTAL PROJECT FINANCING $0 $1,500,000 $0 $0 $0 $0 $1,500,000

TOTAL

OPERATIONAL




FTEs Added ‐


Periodic removal of accumulated sludge at Adkins WTP that is performed every 5‐7 years. First time removal of sludge from lagoons that has

accumulated at Stovall WTP since the plant was placed in service.

SLUDGE REMOVAL AT WTPs

New

None

50

2016‐20 CIP




PROJECT STATUS




TOTAL

COMMITTED PROJECT



Easements ‐


Equipment ‐


Contingency ‐


TOTAL

COMMITTED PROJECT



Capacity Fees ‐

Revenue Bonds ‐


TOTAL

OPERATIONAL




FTEs Added ‐


Residuals handling study (both WTPs). Permitting for land application of residuals at Stovall plant. Evaluate automation of centrifuge operation at

Stovall.

RESIDUALS HANDLING AND PERMITTING STUDY

Planned/Programmed

None

51

2016‐20 CIP




PROJECT STATUS


Estimate obtained from contractor for 5,000 sq. ft. at $18/sq.ft..


TOTAL

COMMITTED PROJECT



Easements ‐


Equipment ‐


Contingency ‐


TOTAL

COMMITTED PROJECT



Capacity Fees ‐

Revenue Bonds ‐


TOTAL

OPERATIONAL




FTEs Added ‐


Replace original flooring in facility that was built in 2000. Floor has damage and/or significant wear.

REPLACE LAB FLOORS AT STOVALL WTP

New

None

52

2016‐20 CIP




PROJECT STATUS


Staff estimate


TOTAL

COMMITTED PROJECT



Easements ‐


Equipment 103,000 103,000


Contingency ‐

TOTAL PR0JECT COSTS $0 $25,000 $103,000 $0 $0 $0 $128,000

TOTAL

COMMITTED PROJECT


Rates/Reserves $25,000 $103,000 $128,000

Capacity Fees ‐

Revenue Bonds ‐

TOTAL PROJECT FINANCING $0 $25,000 $103,000 $0 $0 $0 $128,000

TOTAL

OPERATIONAL




FTEs Added ‐


Project involves having a consultant evaluate the 4 fume hoods in the laboratory to determine if more energy efficient hoods are available. The

current hoods are on all the time resulting in very high energy bills. Replacement hoods would be purchased based on consultant's

recommendation that will take into account safety regulations, the safety of laboratory staff and minimizing energy usage.

FUME HOOD REPLACEMENT AT STOVALL WTP LAB

New

None

53

2016‐20 CIP




PROJECT STATUS




TOTAL

COMMITTED PROJECT



Easements ‐


Equipment ‐




TOTAL

COMMITTED PROJECT


Rates/Reserves $51,000 $915,000 $966,000

Capacity Fees ‐

Revenue Bonds ‐


TOTAL

OPERATIONAL




FTEs Added ‐


Repaint/repair flocculators, sludge collectors (1985 basins only), and baffle walls. Minor paint repair to rapid mixer motors. Perform touchup

painting on finished water equipment/ piping as needed. General touchup painting at residuals facility. keowee RWPS ‐ Minor painting. Repair basin

concrete and expansion joints. Sedimentation basin flume and gate modifications to allow for year 2003 sedimentation basins to feed the year 1985

filters. Install water pipe headers around basins.

ADKINS WTP ‐ BASIN REHAB AND PAINTING

New

None

54

2016‐20 CIP




PROJECT STATUS




TOTAL

COMMITTED PROJECT



Easements ‐


Equipment ‐




TOTAL

COMMITTED PROJECT


Rates/Reserves $77,000 $872,000 $949,000

Capacity Fees ‐

Revenue Bonds ‐


TOTAL

OPERATIONAL




FTEs Added ‐


Filter gallery rehabilitation including repainting/repair of piping, panels as needed. New pneumatic filter effluent valves. New filter control panels.

Repair existing filter coating.

ADKINS WTP ‐ FILTER GALLERY REHAB

New

None

55

2016‐20 CIP




PROJECT STATUS




TOTAL

COMMITTED PROJECT



Easements ‐


Equipment ‐




TOTAL

COMMITTED PROJECT


Rates/Reserves $30,000 $543,000 $573,000

Capacity Fees ‐

Revenue Bonds ‐


TOTAL

OPERATIONAL




FTEs Added ‐


Painting ‐ raw water piping, DAF gallery piping, DAF effluent flume, filter gallery piping, finished water PS piping, residuals piping, repair chemical

containment coatings.

STOVALL WTP ‐ PAINTING

New

None

56

2016‐20 CIP

PROJECT CATEGORY Reservoirs



PROJECT STATUS


Staff estimate


TOTAL

COMMITTED PROJECT



Easements ‐


Equipment ‐


Contingency ‐


TOTAL

COMMITTED PROJECT



Capacity Fees ‐

Revenue Bonds ‐


TOTAL

OPERATIONAL




FTEs Added ‐


Address perched water issue at North Saluda dam identified by 2014 BLE evaluation. Installation of electronic instrumentation to enhance dam

operations at both reservoirs. Additional improvements may be needed based on recommendations of geotechnical evaluation by BLE.

DAM IMPROVEMENTS AT TABLE ROCK AND NORTH SALUDA

New

None

57

2016‐20 CIP

PROJECT CATEGORY Mains



PROJECT STATUS




TOTAL

COMMITTED PROJECT



Easements 8,000 8,000


Equipment ‐




TOTAL

COMMITTED PROJECT



Capacity Fees ‐

Revenue Bonds ‐


TOTAL

OPERATIONAL




FTEs Added ‐


The new water main will maintain looping and service to the southern portion of Hillandale. Location is Piney Mountain Rd from Milian Dr to View

Point Dr.

PINEY MOUNTAIN RD #1 ‐ NEW MAIN

New


58

2016‐20 CIP


PROJECT DRIVER Fire Flow


PROJECT STATUS




TOTAL

COMMITTED PROJECT





Equipment ‐

Construction/Improvements 224,000 224,000 Contingency 56,000 56,000


TOTAL

COMMITTED PROJECT PROJECT FINANCING FUNDING 2016 2017 2018 2019 2020 FINANCING


Capacity Fees ‐ Revenue Bonds ‐


TOTAL

OPERATIONAL OPERATIONAL IMPACT 2016 2017 2018 2019 2020 IMPACT



FTEs Added ‐ Cumulative FTEs added ‐ ‐ ‐ ‐ ‐ ‐

New water main is needed for fire flow capacity (addresses minimum 500 gpm Fire flow and cluster area). Location is Aiken Chapel Rd from Riverside Dr

to Old Chick Springs Rd.

AIKEN CHAPEL RD ‐ NEW WATER MAIN

New

None

59

2016‐20 CIP




PROJECT STATUS




TOTAL

COMMITTED PROJECT



Easements ‐


Equipment ‐




TOTAL

COMMITTED PROJECT


Rates/Reserves $0


Revenue Bonds ‐


TOTAL

OPERATIONAL




FTEs Added ‐


Part of the Zone Boundary adjustment from Gravity to Hillandale. Location is N Pleasantburg Dr from Piney Mountain Rd to Rutherford Rd; Parallel

to 8‐inch.

N PLEASANTBURG RD ‐ PARALLEL WATER MAIN

New


60

2016‐20 CIP




PROJECT STATUS




TOTAL

COMMITTED PROJECT



Easements 19,000 20,000 39,000


Equipment 719,000 736,000 1,455,000


Contingency ‐

TOTAL PR0JECT COSTS $0 $1,026,000 $1,051,000 $0 $0 $0 $2,077,000

TOTAL

COMMITTED PROJECT


Rates/Reserves $0

Capacity Fees 1,026,000 1,051,000 2,077,000

Revenue Bonds ‐

TOTAL PROJECT FINANCING $0 $1,026,000 $1,051,000 $0 $0 $0 $2,077,000

TOTAL

OPERATIONAL




FTEs Added ‐


Part of the Zone Boundary adjustment from Gravity to Hillandale. Also, the connection from the 16‐inch transmission line should be moved to the

new water main. Location is Rutherford Rd from Waddell Rd to N Pleasantburg; Parallel to 16‐inch.

RUTHERFORD RD ‐ NEW WATER MAIN

New

Significant improvement

61

2016‐20 CIP




PROJECT STATUS




TOTAL

COMMITTED PROJECT PR0JECT COSTS FUNDING 2016 2017 2018 2019 2020 COST


Easements 28,000 29,000 57,000


Equipment ‐


Contingency 328,000 335,000 663,000

TOTAL PR0JECT COSTS $0 $0 $1,861,000 $1,907,000 $0 $0 $3,768,000

TOTAL

COMMITTED PROJECT


Rates/Reserves $0

Capacity Fees 1,861,000 1,907,000 3,768,000

Revenue Bonds ‐

TOTAL PROJECT FINANCING $0 $0 $1,861,000 $1,907,000 $0 $0 $3,768,000

TOTAL

OPERATIONAL




FTEs Added ‐


New water main will increase pressures and looping and will decrease the HGL. Location is Hwy 276 from White Horse Rd to Renfrew Rd; Renfrew Rd

to Hodgens Dr ending at Old White Horse Rd.

HIGHWAY 276 ‐ NEW WATER MAIN

New


62

2016‐20 CIP




PROJECT STATUS




TOTAL

COMMITTED PROJECT





Equipment ‐



TOTAL PR0JECT COSTS $0 $0 $0 $125,000 $0 $0 $125,000

TOTAL

COMMITTED PROJECT



Capacity Fees ‐

Revenue Bonds ‐ TOTAL PROJECT FINANCING $0 $0 $0 $125,000 $0 $0 $125,000

TOTAL

OPERATIONAL




FTEs Added ‐


New Water main is needed for fire flow capacity (addresses minimum 500 gpm fire flow). Location is SE Main St from W Curtis St to E Trade St

SE MAIN ST ‐ NEW WATER MAIN

New

None

63

2016‐20 CIP




PROJECT STATUS




TOTAL

COMMITTED PROJECT



Easements 28,000 28,000


Equipment ‐



TOTAL PR0JECT COSTS $0 $0 $0 $2,450,000 $0 $0 $2,450,000

TOTAL

COMMITTED PROJECT


Rates/Reserves $2,450,000 $2,450,000

Capacity Fees ‐

Revenue Bonds ‐

TOTAL PROJECT FINANCING $0 $0 $0 $2,450,000 $0 $0 $2,450,000

TOTAL

OPERATIONAL




FTEs Added ‐


Replacement of existing 24 in CI main. Location is from Rutherford Rd to Croft St.

MAIN ST ‐ REPLACE 24‐IN. MAIN

New

None

64

2016‐20 CIP




PROJECT STATUS




TOTAL

COMMITTED PROJECT



Easements 25,000 25,000


Equipment ‐



TOTAL PR0JECT COSTS $0 $0 $0 $1,184,000 $0 $0 $1,184,000

TOTAL

COMMITTED PROJECT


Rates/Reserves $0

Capacity Fees 1,184,000 1,184,000

Revenue Bonds ‐

TOTAL PROJECT FINANCING $0 $0 $0 $1,184,000 $0 $0 $1,184,000

TOTAL

OPERATIONAL




FTEs Added ‐


The new water main will increase pressure and reduce HGL. Location is Pineforest Dr from Altamont Ter to Little Texas Rd, along Little Texas Rd to 12‐

inch WM; Parallel to a 8‐inch.

PINEFOREST DR ‐ NEW WATER MAIN

New


65

2016‐20 CIP




PROJECT STATUS




TOTAL

COMMITTED PROJECT





Equipment ‐



TOTAL PR0JECT COSTS $0 $0 $0 $0 $233,000 $0 $233,000

TOTAL

COMMITTED PROJECT



Capacity Fees ‐

Revenue Bonds ‐

TOTAL PROJECT FINANCING $0 $0 $0 $0 $233,000 $0 $233,000

TOTAL

OPERATIONAL




FTEs Added ‐


Part of the Zone Boundary Adjustment from Gravity to Lowndes. Location is Pelham Commons Blvd from Pelham Springs Pl to E North St, along E

North St to Rock Side Ct.

PELHAM COMMONS BLVD ‐ NEW WATER MAIN

New

None

66

2016‐20 CIP




PROJECT STATUS




TOTAL

COMMITTED PROJECT





Equipment ‐




TOTAL

COMMITTED PROJECT



Capacity Fees ‐

Revenue Bonds ‐


TOTAL

OPERATIONAL




FTEs Added ‐


New Water main is needed for fire flow capacity (addresses cluster area). Location is S Parker Rd from US 25 BR to Cheviot Dr; Replacing a 6‐inch.

S. PARKER RD ‐ REPLACEMENT WATER MAIN

New

None

67

2016‐20 CIP




PROJECT STATUS




TOTAL

COMMITTED PROJECT





Equipment ‐




TOTAL

COMMITTED PROJECT



Capacity Fees ‐

Revenue Bonds ‐


TOTAL

OPERATIONAL




FTEs Added ‐


The new water main will increase pressure and reduce HGL. Location is S Buckhorn rd from State Park Rd to Coxe Dr. Replacing a 6‐inch.

S. BUCKHORN RD ‐ REPLACEMENT WATER MAIN

New

None

68

2016‐20 CIP




PROJECT STATUS




TOTAL

COMMITTED PROJECT



Easements 43,000 43,000


Equipment ‐



TOTAL PR0JECT COSTS $0 $0 $0 $0 $2,086,000 $0 $2,086,000

TOTAL

COMMITTED PROJECT


Rates/Reserves $2,086,000 $2,086,000

Capacity Fees ‐

Revenue Bonds ‐

TOTAL PROJECT FINANCING $0 $0 $0 $0 $2,086,000 $0 $2,086,000

TOTAL

OPERATIONAL




FTEs Added ‐


The new water main will increase pressures and looping

TALLY BRIDGE RD ‐ NEW WATER MAIN

New

Improves cluster pressures @ higher elevation.

69

2016‐20 CIP




PROJECT STATUS




TOTAL

COMMITTED PROJECT



Easements 28,000 28,000


Equipment ‐



TOTAL PR0JECT COSTS $0 $0 $0 $0 $1,333,000 $0 $1,333,000

TOTAL

COMMITTED PROJECT


Rates/Reserves $0

Capacity Fees 1,333,000 1,333,000

Revenue Bonds ‐

TOTAL PROJECT FINANCING $0 $0 $0 $0 $1,333,000 $0 $1,333,000

TOTAL

OPERATIONAL




FTEs Added ‐


The new water main will reduce the HGL and increase flow to storage tanks; Replacing a 8‐inch.

BATES CROSSING RD ‐ NEW WATER MAIN

New

None

70

2016‐20 CIP




PROJECT STATUS




TOTAL

COMMITTED PROJECT



Easements 23,000 23,000


Equipment ‐



TOTAL PR0JECT COSTS $0 $0 $0 $0 $0 $1,105,000 $1,105,000

TOTAL

COMMITTED PROJECT


Rates/Reserves $1,105,000 $1,105,000

Capacity Fees ‐

Revenue Bonds ‐

TOTAL PROJECT FINANCING $0 $0 $0 $0 $0 $1,105,000 $1,105,000

TOTAL

OPERATIONAL




FTEs Added ‐


New water main will increase Pressure. Location is Moore Rd from Old Stage Rd to NE Main St. Replacing a 2‐inch.

MOORE RD ‐ REPLACEMENT WATER MAIN

New

None

71

2016‐20 CIP




PROJECT STATUS




TOTAL

COMMITTED PROJECT



Easements 30,000 30,000


Equipment ‐

Construction/Improvements 1,035,000 1,035,000 Contingency 259,000 259,000


TOTAL

COMMITTED PROJECT PROJECT FINANCING FUNDING 2016 2017 2018 2019 2020 FINANCING

Rates/Reserves $1,480,000 $1,480,000

Capacity Fees ‐ Revenue Bonds ‐


TOTAL

OPERATIONAL OPERATIONAL IMPACT 2016 2017 2018 2019 2020 IMPACT



FTEs Added ‐ Cumulative FTEs added ‐ ‐ ‐ ‐ ‐ ‐

New Water Main will increase pressures and decrease HGL. Location is Old White Horse Rd from Batson Rd to Roe Ford Rd. Replacing a 8‐inch.

OLD WHITE HORSE RD ‐ REPLACEMENT MAIN

New

None

72

2016‐20 CIP




PROJECT STATUS




TOTAL

COMMITTED PROJECT



Easements 34,000 34,000


Equipment ‐




TOTAL

COMMITTED PROJECT


Rates/Reserves $1,610,000 $1,610,000

Capacity Fees ‐

Revenue Bonds ‐


TOTAL

OPERATIONAL




FTEs Added ‐


The new water main will reduce the HGL and increase flow to the upper Pressure zones; Parallel to a 12‐inch

GOODWIN BRIDGE RD ‐ NEW WATER MAIN

New


73

2016‐20 CIP


PROJECT DRIVER Capacity/Reliability


PROJECT STATUS




TOTAL

COMMITTED PROJECT



Easements ‐


Equipment ‐




TOTAL

COMMITTED PROJECT


Rates/Reserves $1,573,000 $1,573,000

Capacity Fees ‐

Revenue Bonds ‐


TOTAL

OPERATIONAL




FTEs Added ‐


Inspect 72" transmission main.

WELLBORN RD TO SALUDA RIVER ‐ INSPECT 72‐IN TRANS MAIN

New

Include inspection every 5 years as recommended by pipe line inspector.

74

Documents

CAPITAL IMPROVEMENT PROGRAM 2016 – 2020€¦ · Repaint Wham Tank ... f the plan subsequen. The Five n for the C. er Plan . eatch comp pital Improve nt and distri proach for t h