2017-11-02 cmms plan final...the cmms requirements should be used by the city to support the...

APPENDIX K

COMPUTERIZED MAINTENANCE MANAGEMENT SYSTEM PLAN

City of Flint, MI

COMPUTERIZED MAINTENANCE MANAGEMENT SYSTEM (CMMS) PLAN

Flint Drinking Water Distribution System Optimization

FINAL

November 2017

arcadis.com

CMMS PLAN Flint Drinking Water Distribution System Optimization

Prepared for:

City of Flint 1101 S. Saginaw Street Flint, Michigan 48502

Prepared by:

Arcadis of Michigan, LLC 28550 Cabot Drive Suite 500 Novi Michigan 48377 Tel 248 994 2240 Fax 248 994 2241

Our Ref.:

20616001.0000

Date:

November 2, 2017

This document is intended only for the use of

the individual or entity for which it was

prepared and may contain information that is

privileged, confidential and exempt from

disclosure under applicable law. Any

dissemination, distribution or copying of this

document is strictly prohibited.

CMMS PLAN

arcadis.com i

CONTENTS

1.0 Introduction ............................................................................................................................................. 1 2.0 Requirements .......................................................................................................................................... 2 3.0 Current Data Sources ............................................................................................................................. 3

3.1 Water Main Maps ............................................................................................................................ 3 3.2 Excel Spreadsheets ........................................................................................................................ 3 3.3 GIS .................................................................................................................................................. 4 3.4 Hydraulic Model .............................................................................................................................. 5 3.5 SCADA ............................................................................................................................................ 6

4.0 Data Review Per Asset Type .................................................................................................................. 8 4.1 Transmission Mains ........................................................................................................................ 8 4.2 Distribution Mains ........................................................................................................................... 9 4.3 Fire Hydrants ................................................................................................................................ 12 4.4 Control Valves ............................................................................................................................... 14 4.5 System Valves .............................................................................................................................. 16 4.6 Meters ........................................................................................................................................... 17 4.7 Backflow Preventer ....................................................................................................................... 17 4.8 Service Lateral Lines .................................................................................................................... 18 4.9 Storage Facilities .......................................................................................................................... 19 4.10 Pumping Stations .......................................................................................................................... 20 4.11 Pumps ........................................................................................................................................... 21

5.0 Plan to Close Gaps ............................................................................................................................... 23 5.1 Efforts Currently Ongoing ............................................................................................................. 23 5.2 Recommendations ........................................................................................................................ 23

6.0 CMMS Implementation Considerations ................................................................................................ 26

ATTACHMENTS A Proposed CMMS Requirements B Existing Forms and Documents

CMMS PLAN

arcadis.com 1

1.0 INTRODUCTION The purpose of this document is to present a plan for the City of Flint (City) to implement a Computerized Maintenance Management System (CMMS). Information presented within this technical memo includes:

Requirements for a future CMMS.

Data gap analysis.

List of various data sources currently used to maintain and operate the potable water system.

List of all City-owned water-related assets and available asset attributes.

Gaps or information which is currently missing and recommended to be added to the new CMMS.

Summary of Recommendations and Implementation Considerations Although the City has not used a CMMS in the past, the Wastewater Department is in the process of implementing the Cityworks Asset Management System. This product includes appropriate CMMS functionality for use by the Water Department. It is therefore assumed the Cityworks software will also be implemented for the Water Department. Cityworks is integrated with the Esri Geographic Information System (GIS) software called ArcGIS. As part of the Asset Management Plan (AMP) project, Arcadis has compiled the best available GIS data for the water system, into a geodatabase that can be used by Cityworks. As required by the MDEQ, the upcoming Asset Management Plan (anticipated December 2017) will serve as a roadmap for the City to develop and implement a full Asset Management Program within the Water Department within the next 3-5 years. Whenever possible, the CMMS system should be configured to align with nomenclature consistent with the AMP, as well as the Asset Management Guidance for Water Systems (MDEQ 2013) and Asset Management Program Checklist (MDEQ 2013). To meet the goal of implementing a full Asset Management Program within the Water Department within the next 3-5 years, a CMMS system is needed. This is the primary tool used to track this large amount of information, provide automated reports/dashboards, and assist with accurate decision making. That system should be populated with an accurate, up-to-date asset inventory. The CMMS should streamline the quarterly and annual monitoring and reporting of pre-defined Level of Service Goals. Additional details on the recommendations for new Level of Service goals and performance benchmarking guidelines can be found in the Assessment of Current Practices and Gap Analysis Technical Memorandum (Arcadis 2017).

CMMS PLAN

arcadis.com 2

2.0 REQUIREMENTS Arcadis conducted a CMMS Requirements workshop on May 26, 2017, attended by staff from City of Flint water and wastewater divisions. The following topics were discussed as part of the workshop:

Asset Master Data

GIS

Work Order Processing

Work Order Planning

Preventive Maintenance

Tests and Inspections

Mobility

Work Order Cost Accounting

Fixed Asset Accounting

Inventory

Purchasing

General

Integration Based on the feedback obtained during this workshop, Arcadis developed a listing of the planning-level CMMS requirements. These CMMS requirements were intended to be wholistic in nature and to cover a large portion of basic enterprise asset management practices. The initial requirements for the new CMMS are included in Attachment A. The requirements are classified as follows:

Functional Requirements – define how the system works to support the in-scope business processes.

Technical Requirements – describe the required technical architecture for the system. The CMMS requirements should be used by the City to support the development of the Cityworks implementation project, including development of scope, functional design, testing, and user acceptance of the new CMMS. Requirements traceability is the practice of cross-referencing the functional requirements to the work products and deliverables of the implementation to confirm which system requirements are being accomplished as part of the system design. The City should use the CMMS requirements as an input to track the progress of the implementation, and to plan for future enhancements.

CMMS PLAN

arcadis.com 3

3.0 CURRENT DATA SOURCES Within the City Department of Public Works, the Water Treatment Plant (WTP) and Water Service Center (WSC) staff maintain separate sets of information specific to the assets they maintain and their unique business processes. From multiple on-site staff interviews, the following data sources have been identified:

Water Main Maps

Excel Spreadsheets

Geographic Information System (GIS)

Hydraulic Model

Supervisory Control and Data Acquisition (SCADA)

Other Feedback from City staff indicates there is a common server which allows for data sharing throughout the City. However, feedback from City staff implies that data is managed in silos and not easily shared or communicated between the WTP and WSC departments (such as sharing pump operations, valve operations, pressure, and other parameters which impact the system).

3.1 Water Main Maps No as-builts currently exist at the City. A wide variety of paper maps have been scanned and are available on the City server for staff to use as a point of reference:

Existing Distribution System Map (Black & Veatch 1980) and Water Supply System (Unknown 1991) are available showing a high-level overview of the City’s water system (available in scanned pdf format)

A grid was established in the Index for Mains & Curb Box Maps (date unknown)

Paper maps are available of their service lines, mains, and hydrants and have since been scanned to TIF format. The files are organized by City Grid system and organized in folders: (A) Intersection Mains and (B) Misc. Mains/Curb Boxes. As shown in the figure, the quality is very poor and appears to be hand-drawn.

Paper location cards were also used to track notes related to the location of the watermain. These cards have since been typed into Excel.

3.2 Excel Spreadsheets The various City departments have relied on using Microsoft Excel for their individual needs. A summary of the primary Excel spreadsheets used and maintained on a regular basis has been included in the table below.

CMMS PLAN

arcadis.com 4

Department/Division Spreadsheet Name and Attributes

Lab (Water Treatment Plant)

ComplaintsWater2016.xls

Water Quality Reporting

BacT Testing.xls

MonthlyOperatingReport.xls

LeadandCopperRule.xls

DisinfectionByproducts.xls

Heterotrophic PlateCount.xls Note the MDEQ and USEPA also have separate water quality spreadsheets

Water Service Center

LocationCards.xls

Corrective Work Order Maintenance Form

Hydrant Maintenance Record Form.xls

Fire Flow Testing Form.xls

1908 Darlings Replacement Schedule.xls

MainBreak.xls and LeakReport.xls

Human Resources Job Titles per Department/Division

3.3 GIS Historically, the City’s Water Distribution operators have relied on paper Water Main Maps and location cards as the primary source of information. This information has since been used to manually digitize pipeline and appurtenances into a digital format - GIS. Based on feedback from City staff, there used to be one full-time GIS Technician located downtown who served the GIS needs for the entire City. Currently, the shapefile (water_pipes83) is considered the most accurate representation of the water mains. As a shapefile format, no geometric network or relationships seem to exist for the dataset. In addition, no evidence has been found of any newly published Water Main Maps using the GIS data, or WSC/WTP staff having access to this data. In 2015, the services of Wachs Water Services and Echologics were retained to perform system maintenance. GPS coordinates and other asset attributes were collected as part of the activities, and delivered back to the City in GIS format. Thus, multiple GIS datasets currently exist at the City. The City is currently performing additional field GPS and anticipates the consolidation of all GIS datasets at the end of 2017. As part of the Distribution System Optimization Project, Arcadis updated the GIS to include a unique Asset ID. Arcadis has also utilized the Esri Local Government Information Model (LGIM) to leverage Esri templates and streamline CMMS configuration.

CMMS PLAN

arcadis.com 5

Source Feature Classes Attributes Missing/Incomplete

City of Flint GIS Department

Flint_Master Hydrant Flint_Master Valve Installation date (City planning to

incorporate Wachs hydrant GPS and production years to make pipe install year assumptions)

Material (City staff to provide best estimate where non-cast iron pipes are located)

No metadata found

Water_Pipes83 (shapefile)

WSEG_ID

Length

Size

Material

Wachs Water Services Valves Hydrants

Echologics

TestPoint_EchoshoreMobile TestPoint_LeakListening Segment_ePulseDist TestPoint_ePulseDist Segment_ePulseTrans TestPoint_ePulseTrans

Need to get GPS points to determine location of additional 200 miles of pipe is located

Other GIS Files created by the City

Inventory of unoccupied homes performed in 2015-2016

Water interruptions

Soil type and saturation conditions

3.4 Hydraulic Model The UPEPA and CitiLogics have created and calibrated a computer hydraulic model representing the City’s water distribution system. The model was originally calibrated to reflect a specific set of conditions experienced by the system during October 2016 and does not seem to be skeletonized. Arcadis was retained by the City to perform additional model enhancements and analysis, which included:

Distribution storage analysis

Surge analysis/pressure management

Determine water quality sensor placement

Perform water age analysis

Criticality assessment (WaterGEMS) The information currently available within the updated model includes:

CMMS PLAN

arcadis.com 6

Information Currently Being Tracked

Model Input

Nodes (15,938 count) o Model ID Number o Elevation o Demand

Pipes (17,935 count)

ControlValves

Reservoirs (min/max capacities and volume)

Pipes_Near_Table

Junctions

Tanks

Node_WaterAge

Pumps (pump label, pump valve diameter, flow, head, Motor/Pump Inertia, Speed)

Valves

Model Output (able to be exported to Excel format)

Model ID Number

Pressure

Fire Flow

Velocities

3.5 SCADA The City’s SCADA Control Center is located at the Water Treatment Plant. Currently the SCADA is not maintained by a dedicated staff member, as the SCADA Technician and Electrician are shared with other departments. SCADA preventative maintenance program in place for switch gear, oil maintenance on transformers.

Asset Information Currently Being Tracked (Source) Attributes Missing/Incomplete

Wonderware v8

Equipment ID

Flow

Level

Pressure

Chlorine residual

Pump running statuses

Fill valve open/flow control

%open

Start/stop pumps

Building temp

Intrusion alarm

Currently, SCADA information for each sample site needs to be exported separately. Grafana is often used for data visualization and analysis.

It is not clear if a GIS file is available showing:

wSamplingLocation

wTestStation

CMMS PLAN

arcadis.com 7

Asset Information Currently Being Tracked (Source) Attributes Missing/Incomplete

Online Water Quality Monitoring (Hach)

Pressure Data

Chlorine Residual

Data stored at a local programmable logic controller (PLC) and are communicated via cellular to the SCADA system

The City is currently considering installation of additional instrumentation for real-time analysis of chlorine residual, turbidity, pH, conductivity, pressure, temperature, and phosphate.

CMMS PLAN

arcadis.com 8

4.0 DATA REVIEW PER ASSET TYPE This CMMS Data Review is focused on fixed (capitalized) assets related to the potable water distribution system. These are assets owned, maintained, and operated by the City.

Asset Category Asset Class/Type Asset-Maintaining Department

Fixed Assets (Capitalized)

Water – Horizontal Assets

Transmission Mains

Distribution Mains

Fire hydrants

Control Valves

System Valves

Meters

Service Lateral Lines

Department of Public Works - Water Service Center Division

Backflow Preventers Plumbing and Mechanical Inspector

Water – Vertical Assets

Water Treatment Plant

Storage Facilities

Pumping Stations

Pumps

Department of Public Works - Water Treatment Plant (WTP) Division

Fixed assets which have been excluded from this CMMS Data Review include: Land/Real Estate, Facilities / Administration Buildings, Treatment Plant and equipment/components, Dams, or Fittings. Non-Fixed Assets (also known as expendable/portable assets) which are not included are: fleet, equipment/major tools, lab equipment, spare parts inventory, office equipment and computers, etc. Opportunities to add these water-related assets to the CMMS system should be explored in the future.

4.1 Transmission Mains Based on interviews with City staff, the transmission mains should include anything greater than 36-inch diameter:

72-inch intake pipe from the Flint River to the WTP (abandoned)

Recently reacquired 9 miles of 72-inch connection from GLWA to distribution system (active)

New KWA pipeline (anticipated to be completed in late 2017)

By the end of 2018, Flint will have an alternate feed through Genesee County

CMMS PLAN

arcadis.com 9

Data Sources and Attributes (currently being tracked) Attributes Missing/Incomplete

GIS (water_pipes83)

WSEG_ID

Size

Material

Type

Length

GIS (wMain)

Facilityid

Installdat

Watertype

Transmiss

Enabled

Activeflag

Ownedby

Maintby

Lastupdate

Lasteditor

Shape_Leng Also new GIS layers for:

wCasing

wAbandonedLine

wConstructionLine

wSamplingStation

wTestStation

MonthlyOperatingReport.xls

Day

TotalMillionGallonsPurchased

Phosphate

CausticSoda

Turbidity (Raw vs Plant Tap)

Fluoridation & Chlorination

ChemicalAnalysis

Bacteria

Free Chlorine Residual at Bacteriological Monitoring Stations

Total Chlorine Residual at Bacteriological Monitoring Stations

4.2 Distribution Mains The Flint distribution system has conflicting reports on the length of operating pipelines. A 2016 leak detection report (Echologics, 2016) asserts the system includes approximately 795 miles of pipelines. The City’s hydraulic model indicates that there are 579 miles of pipeline. A recent asset management report (Rowe, 2016b) describes the system as having 583 miles of pipe. Based upon the above, it was assumed in this report that there is approximately 580 miles of drinking water distribution system pipelines operated by the City. A summary of the City’s current planned and unplanned maintenance activities is summarized below:

Staff from the Water Treatment Plant’s on-site lab typically responds to customer complaints and tracks the complaints on a paper form. WSC personnel may be called to conduct flushing in response to a water quality complaint. A site visit is performed, and results are recorded on the

CMMS PLAN

arcadis.com 10

paper form. Once work is completed, the paper form is turned into the office and plant administration types it into an Excel Spreadsheet. A copy of the Complaints Tracking spreadsheet can be found in Attachment B. New Standard Operating Procedures have been documented for Customer Complaint Tracking (Arcadis 2017).

Other unplanned maintenance activities have been tracked by WSC staff using a paper Corrective Work Order Maintenance Form (Attachment B).

Historically, fall winterization procedures consisted of running hydrants fully open (conventional flushing). This work has been tracked using Excel. However, this work has stopped to let the system settle. The USEPA has since installed 13 portable automated flushers, 13 manual flushers, and 4 permanent automated flushers (purchased but not yet installed). In addition, specific flow rates have been targeted and hydrant sampling devices are available to control flow rates.

Inventory of water interruptions developed in 2015-2016

When a main break occurs, team fills out a paper MainBreakTracking.xls and Leak Report.xls. Repairs occur under pressure because valves are inoperable or unable to locate. Currently tracking date, pipe, crude estimate of water loss. In addition, the City utilizes City Point software and GPS equipment to document main breaks and prioritize replacements.

Portable Pressure Sensors have also been installed (real-time tracking at both low and high-pressure locations)

Approximately a third of staff are busy with non-paid bill water turn-offs daily

A summary of the current asset information and data sources can be found in the table below.

CMMS PLAN

arcadis.com 11


ComplaintsWater2016.xls

ComplaintWaterID

ComplaintWaterNumber

WaterDateEntered

WaterDateReceived

WaterTimeReceived

WaterCitizenCalling

WaterHouseNo

WaterStreetName

WaterNearestCrossSt

WaterWard

WaterCitizenPhoneNumber

WaterWaterComplaintType

WaterComplaintNote

WaterComplaintClerk

WaterHandledBy

WaterDateWorkCompleted

WaterAdditionalNotes

WaterPipeSize

WaterPipeMaterial

WaterPipeUsage

New Service Request Types:

Water quality

Pressure

Leak/break

Service disruption

Other

Corrective Work Order Maintenance Form

Initiated By

Date

Location

Task Description

Equipment Description

Serial Number

Model Number

Cost Center

Department

Work Order Type

R.F.O. Code

Employee

Hours

Parts Used

Quantity Used

Cost

Action/Repairs

Date Completed

CMMS PLAN

arcadis.com 12


GIS (water_pipes83) WSEG_ID

Size

Material

Type

Length

GIS (wMain)

Facilityid

Installdat

Watertype

Transmiss

Enabled

Activeflag

Ownedby

Maintby

Lastupdate

Lasteditor

Shape_leng

Also new GIS layers for:

wCasing

wAbandonedLine

wConstructionLine

MainBreakTracking.xls and Leak Report.xls

Date

Pipe Location

Size of break (diameter)

GPS Coordinates

Daily Temperature

Estimate of water loss

Time stamp

Type of main break

Visual Description (shear break, longitudinal, hole)

Operational Impacts

Failure Determination

4.3 Fire Hydrants The City estimates there are approximately 3,910 fire hydrants installed. Historically, the hydrant information has been tracked using Excel. Approximately 48% were field-verified in 2015 by Wachs Water Services and GPS coordinates were collected. A hydrant inventory was conduction in mid-2017 to collect GPS location, manufacture, fabrication date and general condition of the remaining hydrants. The current count of GPS located hydrants is 3,604 A summary of the City’s current planned and unplanned maintenance activities is summarized below:

Three excel spreadsheets currently track the planned hydrant maintenance. This includes: the Hydrant Maintenance Record Form, Fire Flow Testing Form, and 1908 Darlings Replacement Schedule. No documented frequency/schedule was found, nor documented plan for winter preparation.

New Standard Operating Procedures have been documented for Hydrant Inspection, Testing, and Maintenance (Arcadis 2017).

A summary of the various data sources and attribute information is summarized below.

CMMS PLAN

arcadis.com 13


HydrantDatabase.xls

Hydrant#

Map Page

Model

Location

Notes 1-3

Flushing Schedule

GIS (wHydrant)

Facilityid

Installdat

Locdesc

Rotation

Manufactur

Operable

Lastservic

Enabled

Activeflag

Ownedby

Maintby

Lastupdate

Lasteditor

Flow

Size

Condition

Historical repairs made

Direction of open

Number of turns

Wet vs dry barrel

No clear relationship to pipe diameter or valves/meters/prvs/etc

Criticality

GIS Geodatabase (Wachs 2016)

GPS Coordinates (52% missing)

ID Numbering System

Manufacturer (90% missing)

Date Operated

Primary Activity

Hydrant No

Map

WWS_Address

WWS_Street

Cross Street

Map Discrepancy

Notes

Manuf_Model

FabDate

Hyd_Color

Paint_Cond

Hyd_Valve_Size

Condition

Field Notes

Chains

Caps

Hydrant Maintenance Record Form.xls

Hydrant ID

Make

Flushed

Loc Caps

Lube Stem

Lub Caps

Operated

Repaired

Size

Out of Service

Not on map

Pumped

Remarks

CMMS PLAN

arcadis.com 14


Fire Flow Testing Form.xls

Test No

Type Dist

Test Location

Service

Flow

Pressure

Remarks

1908 Darlings Replacement Schedule.xls

4.4 Control Valves Control valves include, pressure reducing valves, air release or blowoff valves. Historically, the City used Excel to track the control valves. According to staff interviews, there are estimated to be six (6) air release valves within the system, but the location is unknown. Currently some of the blow off valve information is found within the GIS. A summary of the data sources and attributes are found below.


Valve Database (Excel)

Manufacturer (66% unknown)

Valve size

Accessibility (in manhole, vault, etc.)

Number of turns (33% missing)

Installation Date (50% missing)

Valve locations

Materials

Condition

GIS (wControlValves)

Facilityid

Installdat

Locdesc

Rotation

Diameter

Valvetype (gate, butterfly, cone, check, etc.)

CMMS PLAN

arcadis.com 15

Data Sources and Attributes (currently being tracked) Attributes Missing/Incomplete GIS Geodatabase (Wachs 2015)

GPS Coordinates

Date operated

Valve Number

Map

WWS Address

Street

Cross Street

Cannot Locate

Location Notes

Map Discrepancy

Structure (Vault/Box)

Structure Condition

Covered Over

Surface Cover

Cover Level

Need to Rais

Lid Condition

Lid Size

Cleanout

Frozen

Orientation

Opnut Depth

Valve Type

Operator Type

Op Method

Close Direction

Position Found

Position Left

Valve Use

Valve Size

Turns

Max Torque

Final Torque

Exercise (Full vs Partial)

Packing Leak

Valve Condition

Field Notes

Function (in-line main, hydrant isolation, service line, bypass, division, pressure reducing, etc.)

Enabled

Activeflag

Ownedby

Maintby

Lastupdate

Lasteditor

Rated working pressure

Torque required to turn the valve

Frequency

Criticality

Serial numbers (for valves 12-in and larger)

Special coatings

A summary of the City’s current planned and unplanned maintenance activities is summarized below:

Out of the total 2,000 valves Wachs recommended for follow-up (repair, replacement or data discrepancy identified), evidence was found confirming City did complete the replacement of 85 valves and 70 hydrants in 2016. This information was delivered to the City in multiple formats (GIS, Excel, and PDF work orders).

CMMS PLAN

arcadis.com 16

Moving forward, the City established a new goal to “operate approximately 1,430 valves throughout the system on an annual basis” (2015 Capital Improvement Plan).

New Standard Operating Procedures for Valve Maintenance was recently documented (Arcadis 2017).

4.5 System Valves System valves are isolation valves. Consistent with the Esri LGIM, it is recommended that these system valves be queried out as a separate dataset. In 2015, the services of Wachs Water Services were retained to “catch-up” on valve assessment and exercising. 100% of the valves were exercised successfully and GPS coordinates obtained. Information on each valve was collected and delivered in a GIS database, as well as a list of inoperable valves (and other issues which require City follow-up). The City has yet to merge all available valve asset information into a single data repository. A total of 8,228 valves were GPS located by Wachs, and are in GIS. Johnson and Anderson GPS located an additional 1,339 hydrant watch valves during the hydrant survey.


None

GIS (wSystemValve)

Facilityid

Installdat

Locdesc

Rotation

Diameter

Valvetype

Bypassvalv

Clocktoclo

Normallyop

Turnstoclo

Operable

Hydrflag

Curropen

Enabled

Activeflag

Ownedby

Maintby

Lastupdate

Lasteditor

No evidence has been found confirming that City staff currently performs planned or unplanned maintenance activities for this asset type.

CMMS PLAN

arcadis.com 17

4.6 Meters For the most part, the City does meter water delivered and sold to customers and tracks main breaks and leaks. This includes:

Average Daily Treated/Purchased Water

Approximately 32,000 customer accounts/meters. Drive-by meter reading performed by one (1) person. Badger trace meters installed in the late 1990s, with a 10-year battery life. Most are failed, failing, or going to fail. Badge transponders wired in. 67% is non-revenue water (may be un-metered accounts).

1600 commercial accounts have had meters changed in the past few years. When meters were replaced, usage went up

Meter manufacturer keeps records on meters in the system

Meter testing is not performed unless customer complains

New Standard Operating Procedures have been documented for Meter Installation, Inspection, and Testing (Arcadis 2017)

A summary of the current asset information and data sources can be found in the table below.


Meters (Excel)

Customer Type (Residential vs Commercial)

Meter type (traditional)

Size

GIS (wServiceConnections) Facilityid

Accountid

Metservice

Servicetyp

Installdat

Locdesc

Manufact

Size

Rotation

Critical

Enabled

Activeflag

Ownedby

Maintby

Lastupdate

Lasteditor

wConsumptionInformation

4.7 Backflow Preventer The City’s Cross-Connection Control Program has historically been managed by the Plumbing and Mechanical Inspector. Due to recent staffing limitations, the cross-connection inspections are now only performed during a scheduled plumbing/mechanical inspection. In addition, the Utilities Accountant is

CMMS PLAN

arcadis.com 18

assisting the plumbing/mechanical inspector with record keeping and forwarding reminder letters to customers that have not yet completed the annual re-certification testing for their device(s). A summary of the current asset information and data sources can be found in the table below.


Excel Degree of Hazard (high vs low) Type (Commercial vs Residential) Hydraulic conditions Thermal expansion Installation Date Certificate Expiration

GIS (wCurbStopValves) Facilityid Installdat Locdesc Rotation Diameter Valvetype Normallyop Turnstoclo Operable Curropen Enabled Activeflag Ownedby Maintby Lastupdate Lasteditor

New Standard Operating Procedures for Backflow Preventer Testing and Repair has been drafted (Arcadis 2017). Commercial accounts to be inspected on a 1-year cycle and residential accounts on a 3 to 5-year cycle. Other data-related requirements include:

Assembly owner’s name and mailing address (if customer-owned)

Assembly location building address and physical location within the building

Type of device including manufacturer’s name, model number, serial number, and size of assembly

Description of application (i.e. equipment or system served)

Initial test results (pass-fail of first check and second check, relief valve discharge, air inlet opening, static line pressure)

Test equipment manufacturer, model number, serial number, and calibration information.

Repair history, repairs made during test, repair parts used, and/or cleaning performed

Final test results after repair, as applicable

Printed name, signature and certification number of the tester

Date and time of test

4.8 Service Lateral Lines Legally, the City owns the water service lateral from the main to the property line/meter. The remainder of the line (from the property line to the meter) was the homeowner portion and was not a City asset. However, the City now needs to take ownership/responsibility of the entire line in order to meet the USEPA objective of replacement of the entire service line.

CMMS PLAN

arcadis.com 19

Based on City feedback, an inventory of lead services lines was recently completed in 2015-2016. Service line material information was also extracted from the Sentinel and USEPA Sequential Plumbing datasets to be included in the common MDEQ/USEPA database. It is unknown what data format or type of attributes currently being tracked.


Unknown

GIS (wLateralLine) Facilityid Installdat Material Linetype Locdesc Diameter Watertype Enabled Activeflag Ownedby Maintby Lastupdate Lasteditor

Per the 2016 Drinking Water Revolving Fund Project Plan (Rowe Professional Services 2016), a Service Line Pilot is proposed. No other evidence of planned/unplanned maintenance activities has been found.

4.9 Storage Facilities The City’s distribution system currently includes four (4) storage facilities. Details on each reservoir are maintained in a single location, however they can be found in the Assessment of Current Practices and Gap Analysis Technical Memorandum (Arcadis 2017). These facilities are also in the process of being updated as part of the Flint WTP improvements to be completed by 2019.


GIS (Model_Tanks and Model_Reservoirs)

Name

BaseElev

Diameter

HGL

ID

Label

Max Elev

Min Elev

NetOutQ

Notes

Zone

GIS (wStructure)

Facilityid

Installdat

Locdesc

Rotation

Name

Opdate

Structtype

Enabled Activeflag Ownedby Maintby Lastupdate Lasteditor Remaining Useful Life (RUL)

CMMS PLAN

arcadis.com 20


Storage Reservoir Sampling - Collected water quality samples throughout both distribution system reservoirs to assess water quality concerns (e.g., stagnation, dead zones)

Two (2) new Standard Operating Procedures have been established. These include Reservoir and Pumping Station Maintenance and Sodium Hypochlorite Feed at Reservoirs (Arcadis 2017). Data to be tracked includes: Minimum operating Levels (based on system pressure), Fire Flow Requirements, Emergency Storage Requirements, and Chlorine Residuals

4.10 Pumping Stations The City currently consists of only one (1) pressure zone for the entire distribution system. Portions of the single pressure zone require four (4) booster pumping stations to maintain adequate pressure. Details on each pump station can be found in the Assessment of Current Practices and Gap Analysis Technical Memorandum (Arcadis 2017). Also note upgrades to these facilities are currently being planned. A summary of the current asset information and data sources can be found in the table below.

CMMS PLAN

arcadis.com 21


No GIS layer was found for the pump station

wStructure

Facilityid

Installdat

Locdesc

Rotation

Name

Opdate

Structtype

Enabled Activeflag Ownedby Maintby Lastupdate Lasteditor Remaining Useful Life (RUL) Total Pumping Capacity (MGD)

Firm Pumping Capacity (MGD)

Number of Pumps

VFD (yes/no)

Remote Operation (yes/no)

Pump #1

Pump #2

Pump #3

Pump #4

Special notes (swing check valves)

Hyperlink to pump curves (pdf)

Chlorine injection site (yes/no)

Criticality


The City has indicated that the majority of the maintenance activities at the pump stations are reactionary. Pump operation is controlled from the WTP or manually at the pumping station.

Some preventative maintenance is performed approximately once per month including lubrication and visual inspection of each pump. Other maintenance activities that do take place, but not on a regular, recurring basis, include pump and motor bearing oil changes, checks and adjustment of packing seals, pump/motor vibration testing, and electrical switch gear/transformers.

A framework to quantify each pump station’s likelihood and consequence of failure is currently underway (Asset Management Plan anticipated to be published January 2018).

4.11 Pumps Pump curves and specifications are not readily available. Based on feedback form City staff, this has been an area that the City has not maintained. This information is currently being investigated and

CMMS PLAN

arcadis.com 22

integrated into the hydraulic model. Details on each pump station can be found in the Assessment of Current Practices and Gap Analysis Technical Memorandum (Arcadis 2017).


GIS (Model_Pumps)

ID

Elev

Notes

PmpIntStat

Pump_Def

Pump_Defid

GIS (wPumps)

Facilityid

Installdat

Pumptype

Locdesc

Rotation

Elevation

Inletdiam

Dischdiam

Ratedflow

Ratedpress

Dynhead

Shuthead

Deshead

Maxophead

Name

Designgpm

Maxopdisc

Enabled Activeflag Ownedby Maintby Lastupdate Lasteditor Remaining Useful Life (RUL)

A new Standard Operating Procedure have been established for Reservoir and Pumping Station Maintenance (Arcadis 2017). Other gaps/improvements needed to implement a CMMS (related to system valves) include:

Develop a motor and pump rehabilitation and replacement program

Pump efficiency curves are not completed.

CMMS PLAN

arcadis.com 23

5.0 PLAN TO CLOSE GAPS

5.1 Efforts Currently Ongoing As part of the Distribution System Optimization project, Arcadis has provided a GIS database that contains most major distribution system assets, including pipes, valves, and hydrants. As part of this work, the following improvements are being made to the GIS data:

The City recently retained services of a surveyor to perform GPS data collection of approximately 1,890 hydrants and 1,140 of their valves. Horizontal accuracy anticipated within 2-inch. Attributes field-verified include manufacturer, fabrication date, color, and valve cover depth. After this is completed, the City should have a full inventory of the water valves and hydrants.

Because the various asset datasets do not align spatially, the hydraulic model pipes are going to be aligned with the GIS (water_pipes83.shp). The dataset will also be projected to NAD 83 Michigan State Plan South International feet.

The contents of the various data sources are being consolidated into a single asset database (GIS), using the Esri LGIM as the database design.

The metadata will document the source of each attribute and assumptions made.

New methodology is currently being developed to quantify each asset’s likelihood and consequence of failure. Arcadis’ GIS-based RRPS tool will be used to manage each asset id and corresponding score. The tool will also perform calculations to estimate an overall risk score for each asset. RRPS attributes that will be delivered include: Consequence of Failure factors and overall score, Likelihood of Failure factors and overall score, recommended replacement year, and cost.

A unique asset identification numbering system was established and assigned to the FacilityID attribute of GIS features.

A full geometric network for the water distribution system was developed to support the optimization study. This will allow staff to perform system traces and outage management, and knowing operational relationships will further assist with accurate decision-making.

While there are still improvements that can be made to the GIS data, Arcadis believes that the available information is adequate to support the initial deployment and successful use of the Cityworks CMMS.

5.2 Recommendations Arcadis recommends that the City implement the Cityworks CMMS in the water department, building on work currently being performed by the wastewater utility. The City should use the requirements documented in Appendix A as the guide for the design of the new Cityworks-enabled business processes. Arcadis recommends that the following improvement opportunities be pursued as part of the implementation.

All types of customer complaints should be tracked (not just water quality-related issues). The information should be accessible to all departments (including WTP and WSC) to ensure follow-up work orders are assigned, monitored, and completed timely.

CMMS PLAN

arcadis.com 24

Since the investment has been made in GIS, the City should put this valuable information in the hands of their office and field staff. This could include:

o The GIS should be made available to field staff via the use of mobile computers, and important information should be clearly legible (such as pipe diameter, appurtenance locations/ID numbers, and critical water users). Work order processing should also be performed via the handheld, as described in the CMMS requirements.

o Publish the GIS information to an online viewer (Esri ArcGIS Online). This would allow any City office and field staff to access the most up-to-date GIS. The user-friendly interface allows any non-GIS professional to search for information, turn GIS layers on/off, overlay the aerial photography or parcels, view asset id numbers/details, and assist with accurate decision-making.

The City is hoping to start a leak detection program in 2018, and a Unidirectional Flushing (UDF) Pilot study is also currently being planned. These programs should be incorporated into the CMMS design, so that they can tracked and managed effectively.

Improve the tracking of distribution system breaks, leaks, and repairs to the location on the main, using the improved capabilities of the CMMS and mobile computers.

The valve exercising program should be established and tracked in the CMMS. A plan is recommended to ensure the City staff is able to pick up where Wachs Services left off and continue annual valve assessment/exercising for the remining 2,635 appurtenances (24% of City system) which were not successfully exercised in 2015.

Allow the lab access to the new CMMS system to create new work order requests based on water quality results.

A dedicated GIS Technician (and/or CMMS System Administrator) at the City of Flint is recommended. This full or part-time position would take ownership of the GIS and related asset data and be responsible to maintain the GIS investment, and continuously improve the GIS over time.

Additional cleanup recommended to the GIS layers include: o wMains – transmission mains need to be added. Opportunities to further improve the

spatial accuracy of the pipe layer should also be explored. o Attributes of all other layers should be evaluated to ensure compliance with the Esri

LGIM. This includes wMains, wHydrant, wSystemValve, wControlValve, and others. o Pipes should be aligned with valve GPS locations. o Look for opportunities to migrate asset information from existing spreadsheets to the GIS.

Additional GIS layers should be created (these are currently empty): o wLateralLine – the City’s current GIS shapefile (separate file) should be imported into this

layer and attributes aligned o wAbandonedLine – any abandoned wMains should be moved over to this feature class.

This includes abandoned transmission pipelines. o wElevationPt – elevations from the nearest node in the hydraulic model could be

migrated over to this feature class o wCurbStopValves – any information the City has on backflow preventers should be

migrated to this layer o wServiceConnections – any available information the City has on water meters should be

migrated to this layer

CMMS PLAN

arcadis.com 25

o wSamplingStations and wTestStations – any information the City has on sampling locations should be migrated to this layer

o wCasing – any known pipes with casing should be duplicated within this layer and wMains

Any recurring inspection or preventive maintenance program should be implemented in the CMMS, so that work can be scheduled in advance and prioritized and coordinated with other activities.

CMMS PLAN

arcadis.com 26

6.0 CMMS IMPLEMENTATION CONSIDERATIONS The following are the planning level estimated costs for the implementation of Cityworks within the water utility. The City should move forward with obtaining formal quotations for the needed licenses, software, hardware, and services needed to successfully implement the CMMS.

Qty. Unit Cost Total Cost

Acquisition Cost

Licenses 25 $2,000 $50,000

Mobile Computers 15 $1,000 $15,000

Implementation Services 1 $150,000 $150,000

Total Acquisition Cost $215,000

Recurring Cost (Annual)

Maintenance and Support 25%

$12,500

Mobile Broadband 15 $720 $10,800

Total Recurring Cost (Annual) $23,300

Sound project management practices will be needed to successfully implement the Cityworks CMMS. Project management consists of the activities needed to monitor and control the project work activities such that the project objectives can be accomplished. The City should take responsibility for the overall management of the CMMS implementation effort, working in conjunction with the assigned project manager from the Cityworks implementer. Effective project management is a critical success factor when implementing new enterprise software, and should consist of the following at a minimum.

Status Reporting – A project status report should be created by the project managers on a recurring basis. The project status report will present the condition of the project at a given point in time. At a minimum, it will present the accomplishments in the last reporting period, the anticipated accomplishments for the next period, a listing of known issues, and key assignments. The status report will be distributed to all project team members and will be used as the basis for conducting the project team meetings.

Project Team Meetings - The project manager should conduct regular project team meetings (typically either weekly or bi-weekly). The meeting will be attended by key project execution staff. During the meeting, the most recent status report will be reviewed with special emphasis placed on a discussion of upcoming project activities and issue resolution.

Project Schedule Maintenance - The project managers should maintain an integrated master project schedule. The schedule will track the activities of all project participants (vendors, City staff, 3rd party vendors, etc.) divided into a work breakdown structure suitable for tracking project progress. The project schedule should include definition of all project activity relationships and a critical path. On a monthly basis, the actual progress made for each activity should be loaded into the project schedule and a forecast developed to determine project progress and effect on the projected system cut-over date.

CMMS PLAN

arcadis.com 27

Change Control – The project managers should be jointly responsible for the project change control process, which sets forth the steps to identify, document, evaluate, and proceed with (where appropriate) changes to project deliverables, scope, or budget. All changes will be formally documented and analyzed to determine their relative benefit and impact to project cost and schedule. Any change that is to be accepted will be formally signed-off by project management and the project steering committee.

The City should also plan to perform acceptance testing of the new CMMS prior to using the system in a production mode. In conjunction with the implementer, the City should develop a testing plan which defines the types of testing to be performed, which at a minimum should consist of user acceptance testing (UAT). This testing involves the City system users performing business processes in the new system to confirm that the data and functions are working as expected. UAT testing is typically done in a non-production test environment so that testing data and transactions can be safety attempted. When the CMMS passes the established UAT process, the production system is created and placed into use. Training is an important component in implementing a new software system. The development of a proactive plan for training will facilitate transfer of the knowledge, skills and attitudes required to successfully use and maintain the new system. Typically, training programs are designed for the end user audience and include content on how the new system works and the process changes needed to support the new system. However, training requirements for the IT support staff who will maintain the new system should not be overlooked.

Arcadis of Michigan, LLC

28550 Cabot Drive

Suite 500

Novi, Michigan 48377

Tel 248 994 2240

Fax 248 994 2241 www.arcadis.com

ATTACHMENT A PROPOSED CMMS REQUIREMENTS

Computerized Maintenance Management System Plan

Attachment A ‐ Proposed CMMS Requirements

Count ID 1 ID 2 Requirement Requirement Type Functional Area Importance

1 AMD 1 Ability to represent both linear (i.e. pipeline) and vertical (i.e. treatment plant) assets. Functional Asset Master Data Mandatory

2 AMD 2Ability to define and graphically display an asset hiearchy as a way to represent vertical assets and to support roll‐

up reporting. Functional Asset Master Data Mandatory

3 AMD 3 Ability to track attributes common for all asset types Functional Asset Master Data Mandatory

4 AMD 4 Ability to assign an asset to more than one hierarchy. Functional Asset Master Data Nice‐to‐Have

5 AMD 5 Ability to track attributes specific to an asset type Functional Asset Master Data Mandatory

6 AMD 6Ability to upload, store, display, and associate a document with various system entities, such as assets and work

orders. Functional Asset Master Data Mandatory

7 AMD 7 Retain work history even after an asset has been retired. Functional Asset Master Data Mandatory

8 AMD 8 Track asset criticality. Functional Asset Master Data Mandatory

9 AMD 9 Track asset age and remaining useful life. Functional Asset Master Data Strongly Desired

10 AMD 10 Track asset refurbishments, and adjust useful life accordingly. Functional Asset Master Data Mandatory

11 AMD 11 Ability to track warranties on assets based on calendar and/or run‐times. Functional Asset Master Data Nice‐to‐Have

12 AMD 12 System provides alerts if asset is under warranty when creating a work order or work request Functional Asset Master Data Nice‐to‐Have

13 CST 1Ability to calculate the costs to a work order including labor, materials/parts, equipment hire, and contractor

costs.Functional Cost Accounting Mandatory

14 CST 2Ability to assign multiple assets to a work order, and for the system to automatically distribute the cost of a work

order over multiple assetsFunctional Cost Accounting Mandatory

15 CST 3 Project cost tracking (i.e. multiple work order costs roll‐up to a project). Functional Cost Accounting Nice‐to‐Have

16 CST 4 Abiliyt to transfer costs between work orders and/or accounts. Functional Cost Accounting Mandatory

17 CST 5 Provdies for time card functionality. Functional Cost Accounting Mandatory

18 CST 6 Time card to allow for different types of pay (overtime, regular time, work out of class, etc.) Functional Cost Accounting Mandatory

19 FAA 3 Ability to support asset depreciation and retirement functions. Functional Fixed Asset Accounting Nice‐to‐Have

20 FAA 1 Ability to track acquisition value of asset. Functional Fixed Asset Accounting Strongly Desired

21 FAA 2 Ability to increase the valuation of an asset based on refurbishment work order. Functional Fixed Asset Accounting Nice‐to‐Have

22 FAA 4Capital asset valuation report ‐ report that lists current capital assets values, including depreciation, retirements,

and additions.Functional Fixed Asset Accounting Nice‐to‐Have

23 GEN 1 User configurable dashboard elements to display key performance indicators (KPIs) Functional General Mandatory

24 GEN 2Ability to develop custom forms for data entry on work orders, and to establish custom fields per work order or

asset type.Functional General Mandatory

25 GEN 3Provides a comprehensive set of database documentation and manuals geared to database administrators, which

includes the logical data model for the system, entity relational diagrams and a data dictionary.Functional General Mandatory

26 GEN 4Ability to have referential data constraints between fields. For example, user picks city from pick list, system

restricts street choices to those in the selected city and address on that streetTechnical General Mandatory

27 GEN 5Maintain user and role based security that supports multiple levels of security and permissions for various user

profiles from "Denied Access" to "full read and write" Technical General Mandatory

28 GEN 6 Administer security at the individual user or group level Technical General Mandatory

29 GEN 7 Ability to apply security at module, field, and report levels. Technical General Mandatory

30 GIS 3System provides protocol for reconciling asset information (work history and costs) when a linear asset is added,

removed, or split from GIS.Functional GIS Mandatory

31 GIS 1Ability to create a work order for one or more assets directly from the map view, by selecting the assets on a GIS

map.Functional GIS Strongly Desired

32 GIS 2Ability to display work orders on a map based on their status, age, date range in which they were opened or

completed, individual or crew that worked on them, cost.Functional GIS Strongly Desired

33 GIS 4

Ability to identify customers impacted by a maintenance activity (such as distribution system flushing or main

break) and to generate an output of customer phone numbers and relevant information to use by a separate

automated outbound dialing application.

Technical General Strongly Desired

Page 1 of 3




34 INT 1 Ability to integrate with customer billing on customer contact information and meter service orders Technical Integration Strongly Desired

35 INT 2Ability to integrate with SCADA equpiment runtime data and to trigger preventive maintenance based on the run‐

time data. Technical Integration Mandatory

36 INV 1 Ability to determine availability of inventory Functional Inventory Mandatory

37 INV 2 Ability to record and display all parts issues, receipts, transfers, returns, and adjustments. Functional Inventory Mandatory

38 INV 3 Ability to issue materials to work order, employees, or account codes. Functional Inventory Mandatory

39 INV 4 Ability to track truck stock. Functional Inventory Mandatory

40 INV 5Manage various units of measure with respect to inventory quantities (e.g., volume, length, weight), and to

receive and issue in different units.Functional Inventory Mandatory

41 INV 6 Ability to establish Bills of Materials for work order templates. Functional Inventory Mandatory

42 INV 7Ability to automatically generate reorder report / purchase request for items that have reached minimum

quantity threshold.Functional Inventory Mandatory

43 INV 8 Ability to reserve inventory for planned future work (and reduces available inventory accordingly). Functional Inventory Mandatory

44 INV 9 Provides tools to perform cycle counting. Functional Inventory Mandatory

45 INV 10 Ability to track inventory with barcoding technology Functional Inventory Mandatory

46 INV 11Produce a report of the value of inventory in stock by asset class or material type using total and average cost

(e.g. all valves, all gate valves).Functional Inventory Mandatory

47 MOB 1

Provides a mobile solution for use in the field for inspections, work order processing, inspections, inventory

processing, timesheet, access to documents, access to work orders on a map, access to GIS‐based asset

information, routing to work orders, etc.

Functional Mobility Mandatory

48 MOB 2 Mobile interface is intended for tablet and/or smartphone form factors. Functional Mobility Mandatory

49 MOB 3 Ability to take and upload Picture/Image onto work order using the mobile device integrated camera. Functional Mobility Mandatory

50 MOB 4

Saves current work on the mobile device when connectivity is lost in the field and allow the user to continue

working without disruption. The saved offline work data can then be auto‐synchronized when the connection is

restored between the central database and the mobile device.

Functional Mobility Mandatory

51 MOB 5Configurable user interface so that only the fields editable and important to maintenance crews are shown on the

tablet when an asset or work order record is selected.Functional Mobility Strongly Desired

52 MOB 6Ability to apply time to perform the following actions from the mobile interface: update work order, close work

orders, and create any follow‐up work orders.Functional Mobility Mandatory

53 MOB 7 Ability to perform goods issues and receipts from mobile device. Functional Mobility Strongly Desired

54 MOB 8 Ability to read barcodes from mobile device to support transaction processing Functional Mobility Strongly Desired

55 PLN 1 Ability to block out unavailable times (e.g. closed hours, holidays, training, etc.) Functional Work Order Planning Nice‐to‐Have

56 PLN 2 Ability to set available appointment times Functional Work Order Planning Mandatory

57 PLN 3 Ability to easily re‐assign work order responsibility (ownership) at any time Functional Work Order Planning Strongly Desired

58 PLN 4 Ability to track employee certifications Functional Work Order Planning Nice‐to‐Have

59 PLN 5 Employees can be organized into logical groupings such as crews Functional Work Order Planning Mandatory

60 CST 7 Ability to charge overtime at premium rate Functional Cost Accounting Mandatory

61 PM 1 Automatic generation of preventive maintenance work orders based on calendar Functional Preventive Maintenance Mandatory

62 PM 2 Automatic generation of preventive maintnenace work orders based on usage (run‐time, volume) Functional Preventive Maintenance Mandatory

63 PM 3Automatic generation of preventive maintenance work orders based on calendar and usage (1 year or 5,000

hours)Functional Preventive Maintenance Mandatory

64 PM 4Ability to generate work orders automatically based on condition information such as vibration, temperature, and

other performance parameters (pressure, flow, speed, etc.)Functional Preventive Maintenance Strongly Desired

65 PM 5Ability to define work order template (tasks, resources, duration, materials, instructions) and then apply template

to many assetsFunctional Preventive Maintenance Mandatory

66 PM 6Allow user‐defined work order frequencies (Day, Week, Bi‐Week, Monthly, Bi‐Monthly, Quarterly, Seasonally,

Semi‐Annually, Annually, etc.)Functional Preventive Maintenance Mandatory

67 PM 7 Ability to automatically schedule Preventive Maintenance activities by a fixed method (every 30 days) Functional Preventive Maintenance Mandatory

Page 2 of 3




68 PM 8Ability to automatically schedule Preventive Maintenance activities by a floating method (for example, 30 days

from the previous Preventive Maintenance close date).Functional Preventive Maintenance Strongly Desired

69 PM 9Ability to automatically schedule Preventive Maintenance only if work order from previous work order cycle is

closedFunctional Preventive Maintenance Strongly Desired

70 TST 1 Ability to track asset testing results (e.g., instrument calibration results, asset calibration results, etc.) Functional Tests and Inspections Strongly Desired

71 TST 2 Ability to track historical asset condition that will change over time (e.g., condition index, performance data, etc.) Functional Tests and Inspections Strongly Desired

72 WOP 1 Ability to create and modify service request Functional Work Order Processing Mandatory

73 WOP 2 Ability to associate service request to more than one asset Functional Work Order Processing Mandatory

74 WOP 3 Ability to link one or more service requests to a work order. Functional Work Order Processing Mandatory

75 WOP 4 Allows for user defined work order status (Planned, Scheduled, In Progress, Awaiting Approval, Closed, etc.) Functional Work Order Processing Mandatory

76 WOP 5 Allows for user defined work order priorities (Ex 1‐Emergency, 2‐Rush, 3 ‐ Standard Request) Functional Work Order Processing Mandatory

77 WOP 6The system must allow users to configure maintenance related codes to meet their specific needs, such as codes

for the following: Maintenance Activity, Priority, Problem, ResolutionFunctional Work Order Processing Mandatory

78 WOP 7 Ability to generate work orders with multiple tasks that can be "checked off" as completed Functional Work Order Processing Strongly Desired

79 WOP 8Ability to attach files to a work order (e.g., digital photos, documents) prior to issuance, during execution, and at

closingFunctional Work Order Processing Mandatory

80 WOP 9Automatically generates safety and/or notification requirements based on predetermined user settings (i.e.

Confined Space Entry Checklist, LOTO, Hot Work Permits, Misdig, Powerlines)Functional Work Order Processing Strongly Desired

81 WOP 10 Ability to assign due dates for work order completion, based on type of work or WO priority Functional Work Order Processing Mandatory

82 WOP 11Work backlog report ‐ a summarized list of work orders that have been created but not yet assigned to a

particular individual or crewFunctional Work Order Processing Strongly Desired

83 WOP 12

Completed work report ‐ a summarized list of work orders (based on work type or task code) completed during a

certain period with details such as average response time, cost, percent of total work orders completed, within a

predefined response time)

Functional Work Order Processing Strongly Desired

84 WOP 13Report on summary maintenance metrics such as preventive vs. corrective work, work orders completed on or

before scheduled date, work orders past due, etc.Functional Work Order Processing Mandatory

Page 3 of 3

ATTACHMENT B EXISTING FORMS AND DOCUMENTS

CustomerComplaints.xls

Complaint Water ID

Complaint Water

Number

Water Date Entered

Water Date Received

Water Time

Received

Water Citizen Calling In Complaint

Water House No Water Street Name Water Nearest Cross Street

Water Citizen Phone

Number

Water Complaint TypeWater

Complaint Note

Water Complaint

ClerkWater Handled By

Water Date Work

CompletedWater Additional Notes Water

Pipe Size

Water Pipe

Material

Water Pipe

Usage

1543 15-0154 4/15/2015 4/15/2015 318 BROWNING AVE Curb box repair CURB BOX IN DRIVEWAY NEEDS TO BE LOWERED - CAUSING PROBLEMS. TURNED OVER TO HOWARD 4-15-151591 15-0202 5/23/2015 5/12/2015 HAMILTON AVE E BONBRIGHT, N/W Curb box replacement Church, Jeff 5/12/20151297 14-0322 9/30/2014 9/29/2014 CEDAR ST 1100B Hydrant installation Church, Jeff 9/29/2014 NEW INSTALLTION1637 15-0248 7/9/2015 7/8/2015 BURGESS ST COOPER, NW Hydrant installation SiMPSONmpson, Paul 7/8/20151711 15-0321 9/9/2015 7/8/2015 BURGESS ST COOPER Hydrant installation Simpson, Paul 7/8/2015

49 13-0042 4/4/2013 4/2/2013 M L KING AVE ODETTE, NW CORNER Hydrant repair Simpson, Paul 4/2/201350 13-0043 4/4/2013 4/2/2013 DORT HWY N RIVER BIKE PATH Hydrant repair Church, Jeff 4/2/201358 13-0051 4/23/2013 4/18/2013 THOM ST HOFF, N/W Hydrant repair Church, Jeff 4/18/201359 13-0052 4/23/2013 4/2/2013 DAYTON ST E M L KING Hydrant repair Church, Jeff 4/2/201361 13-0054 4/23/2013 4/16/2013 GRAND TRAVERSE N 4TH AVE, S/W Hydrant repair Simpson, Paul 4/16/201362 13-0055 4/23/2013 4/16/2013 DORT HWY S COURT Hydrant repair Simpson, Paul 4/16/201363 13-0056 4/23/2013 4/2/2013 SAGINAW ST N DAMON, S/E Hydrant repair Simpson, Paul 4/2/201367 13-0060 4/24/2013 4/17/2013 DUPONT ST WELCH, N/E Hydrant repair Church, Jeff 4/17/2013

246 13-0159 11/21/2013 11/21/2013 LETA AVE CUSTER Hydrant repair Church, Jeff 11/21/2013247 13-0160 11/21/2013 11/21/2013 LETA AVE RED ARROW Hydrant repair Church, Jeff 11/21/2013248 13-0161 11/22/2013 11/21/2013 321 PIERSON RD W Hydrant repair Church, Jeff 11/21/2013

1137 14-0260 7/10/2014 7/9/2014 FOSS AVE E HARVARD, N/E Hydrant repair Church, Jeff 7/9/20141245 14-0288 8/14/2014 8/13/2014 321 PIERSON RD W Hydrant repair Church, Jeff 8/13/20141287 14-0312 9/6/2014 9/4/2014 WALTON AVE AUGUSTA, N/E Hydrant repair Simpson, Paul 9/4/20141288 14-0313 9/6/2014 9/4/2014 220 AVERILL AVE S Hydrant repair Simpson, Paul 9/4/20141307 14-0332 10/6/2014 9/16/2014 COURT ST W KUMMER, N/E Hydrant repair Simpson, Paul 9/16/20141315 14-0340 10/6/2014 9/15/2014 UNION ST E SAGINAW, S/W Hydrant repair Simpson, Paul 9/15/20141316 14-0341 10/6/2014 9/15/2014 GLENWOOD AVE 200' E/O CHEVROLET Hydrant repair Simpson, Paul 9/15/20141553 15-0164 4/22/2015 4/20/2015 739 PIERSON RD E Hydrant repair Church, Jeff 4/20/20151554 15-0165 4/22/2015 4/20/2015 SHERMAN AVE SUMMIT Hydrant repair Church, Jeff 4/20/20151566 15-0177 5/4/2015 5/1/2015 AUSTIN AVE E COLLEGE, N/W Hydrant repair Church, Jeff 5/1/20151594 15-0205 5/26/2015 5/8/2015 CARPENTER RD E BOULEVARD W S/W Hydrant repair Church, Jeff 5/8/20151608 15-0219 6/16/2015 6/8/2015 SHEFFIELD AVE SHERWOOD Hydrant repair Church, Jeff 6/8/20151609 15-0220 6/16/2015 6/9/2015 TOBIAS ST W 304 Hydrant repair McNiel, Brandon 6/9/20151677 15-0288 8/11/2015 8/7/2015 3618 STONEGATE DR Hydrant repair Church, Jeff 8/7/20151697 15-0308 8/28/2015 8/26/2015 CORUNNA RD WALTON, N.S. Hydrant repair Simpson, Paul 8/26/20151706 15-0316 9/3/2015 9/1/2015 TWELFTH ST E SAGINAW S, N/E Hydrant repair Simpson, Paul 9/1/20151708 15-0318 9/3/2015 9/1/2015 MABEL AVE LEWIS, N/E Hydrant repair Simpson, Paul 9/1/20151724 15-0334 9/9/2015 9/9/2015 SAGINAW ST S EIGHTH AVE Hydrant repair Church, Jeff 9/9/20151725 15-0335 9/9/2015 9/9/2015 6602 CLIO RD Hydrant repair ChUurch, Jeff 9/9/20151743 15-0353 9/30/2015 9/29/2015 BEACH ST SECOND ST Hydrant repair Church, Jeff 9/29/20151755 15-0365 10/6/2015 9/25/2015 2000 PIERSON RD W Hydrant repair Church, Jeff 9/25/2015 SEE MAP ON BACK OF SHEET1761 15-0371 10/7/2015 10/6/2015 DORT HWY S ATHERTON, N/W Hydrant repair Church, Jeff 10/6/20151813 15-0422 12/16/2015 12/15/2015 M L KING AVE ODETTE, N/W Hydrant Repair Church, Jeff 12/15/20151820 15-0429 12/18/2015 12/15/2015 HARRISON ST WILLIAM WHITE BUILDING - U OF M Hydrant repair Church, Jeff 12/15/20151823 15-0432 12/19/2015 12/19/2015 BENNETT AVE DEXTER N/W Hydrant repair Church, Jeff 12/19/20151824 15-0433 12/19/2015 12/19/2015 IVANHOE AVE CENTER N/W Hydrant repair Church, Jeff 12/19/2015

8 13-0001 2/18/2013 2/14/2013 2833 DORT HWY S Hydrant replacement Simpson, Paul 2/14/201344 13-0037 3/28/2013 3/27/2013 WHITE ST Hydrant replacement Church, Jeff 3/27/201348 13-0041 4/4/2013 4/3/2013 FRANKLIN AVE N MARSHALL, NE CORNER Hydrant replacement Simpson, Paul 4/3/201353 13-0046 4/9/2013 4/6/2013 ROSELAND AVE ARLINGTON, SE Hydrant replacement Simpson, Paul 4/6/201357 13-0050 4/23/2013 4/9/2013 LEWIS ST DELAWARE, S/W Hydrant replacement Simpson, Paul 4/9/201360 13-0053 4/23/2013 4/2/2013 FENTON RD ATHERTON, N/E Hydrant replacement Church, Jeff 4/2/201364 13-0057 4/23/2013 4/16/2013 MYRTLE AVE E DUPONT Hydrant replacement Church, Jeff 4/16/201365 13-0058 4/23/2013 3/30/2013 INDIANA AVE OLIVE, NW Hydrant replacement Church, Jeff 3/30/201366 13-0059 4/23/2013 4/20/2013 DURAND ST SWAYZE, SW Hydrant replacement Church, Jeff 4/20/201368 13-0061 4/26/2013 4/22/2013 DUPONT ST STEWART, N/E Hydrant replacement Simpson, Paul 4/22/201372 13-0065 4/30/2013 4/30/2013 CHANDLER AVE COMMONWEALTH, S/E Hydrant replacement Church, Jeff 4/30/201373 13-0066 5/4/2013 5/3/2013 MONTCLAIR AVE COMMONWEALTH, NE Hydrant replacement Church, Jeff 5/3/201375 13-0068 5/11/2013 5/7/2013 KENT ST DORT HWY, N/E Hydrant replacement Church, Jeff 5/7/2013 HYDRANT ALSO RELOCATED - MOVED BACK 7'78 13-0071 5/14/2013 5/1/2013 HOBSON AVE E HORTON, S/E Hydrant replacement Church, Jeff 5/1/201379 13-0072 5/14/2013 5/2/2013 MACKIN RD WABASH, N/E Hydrant replacement Church, Jeff 5/2/201382 13-0075 5/16/2013 5/14/2013 DONALD ST MARY S/E Hydrant replacement Church, Jeff 5/14/2013

179 13-0121 9/4/2013 8/28/2013 3210 RICHFIELD RD Hydrant replacement Simpson, Paul 8/28/2013180 13-0122 9/6/2013 9/3/2013 MASON ST STOCKDALE, N/E Hydrant replacement Church, Jeff 9/3/2013214 13-0132 9/24/2013 9/17/2013 COURT ST E HARRISON, N/E Hydrant replacement Church, Jeff 9/17/2013218 08-0007 9/30/2013 12/10/2008 2317 OHIO AVE Hydrant replacement SPOONER 12/10/2008219 09-0016 9/30/2013 12/21/2009 741 GILLESPIE AVE E Hydrant replacement SPOONER 12/21/2009256 13-0169 12/16/2013 12/9/2013 CLOVERLAWN DR Hydrant replacement Simpson, Paul 12/9/2013257 13-0170 12/16/2013 12/9/2013 MASON ST WITHERBEE Hydrant replacement Church, Jeff 12/9/2013258 13-0171 12/16/2013 12/5/2013 FENMORE DR GRIGGS Hydrant replacement Simpson, Paul 12/5/2013

Page 1

CORRECTIVE MAINTENANCE WORK ORDER

Initiated By: _________ Date:

Location:

Task Description:

Equipment Description:

Serial Number: Model Number:

Cost Center: Department:

Work OrderType: R.F.O. Code:

Employee: Hours:

Parts Used:

cRy Used: Cost:

Action/Repairs:

Date Completed:

Date:

o1

CILI

WATER TREATMENT PLANT

INCIDENT REPORT

Time:________ am/pm

Name(s):

Title(s): ___________________________

Type of Incident (check one):

Mechanical Failure: __________

* Incident Reports are to be submitted to the Water Plant Supervisor within 24 hours of the incident. This report is preliminary

and maybe subject to intermediate and final report submission when necessary.

chemical Spill: ________ GLWA Water Quality:

Please describe the incident and corrective action taken (use additional sheets if necessary):

LocationCards.xls

Street Name Dir House # SIZE/TYPE TYPE FROM DIRECTIONS 1 DIRECTIONS 2 DIRECTIONS 3 DIRECTIONS 4 NOTES - Corp Location SIGNED Date FT OF COPPER USEDAdams Ave. 1707 3/4" lead to copper Replacement C-H 85' N of N walk of Page St. 2' E of walk 4' S of N lot line 1' N of N side of house card reads: "piggy back new 3/4 inch valve off 1 inch valGuzman/Sattiewhite 3/14/2014Adams Ave. 1716 3/4" galvanized Relocated (n/a) 317' S of S walk of E. Paterson St. 1' W of walk 8' N of S lot line 3' S of S side of house Rivas/Wilson/Randy Clapp 5/1/1997Adams Ave. 1803 3/4" lead to galvanized Locate only Curb box 254' S of S walk of E. Paterson St. 1' E of walk 15' S of N lot line 22' N of S side of house Ambrose/Caron/M. Young/Vargas 10/20/2010Adams Ave. 1826 3/4" galvanized Relocated (n/a) 36' S of S walk of E. Paterson St. 1' W of walk 11' N of S lot line 16.5' S of N side of house Relerford/Southall/Vaughn 3/14/2013Adams Ave. 1909 3/4" galvanized Repaired leak curb cock 98' N of N walk of E. Paterson St. 2' E of walk 28' S of N lot line (n/a) Repaired leak at lead clamp, cut in new curb cock, off Church/Wilson/Zaruba 4/28/2004Adams Ave. 1910 3/4" galvanized Relocated (n/a) 117' N of N walk of E. Paterson St. 1/2' W of walk 27' N of S lot line 2 ft' S of N side of house Vaughn/Flores/Ragland 1/14/2002Adams Ave. 1925 3/4" lead to galvanized Relocated (n/a) 302' S of S walk of E. Witherbee St. 2' E of walk 27 1/2' N of S lot line in line with N side of house McGraw/Johnson/Vaughn 12/5/2008Adams Ave. 2106 3/4" lead to galvanized Relocated (n/a) 61' N of N walk of E. Witherbee St. 6" E of walk 28' S of N lot line 3' N of S side of house P. Stohon/Roberts/Simpson 7/10/2007Adams Ave. 2110 3/4" lead to galvanized Relocated (n/a) 96' N of N walk of E. Witherbee St. 4" W of walk 6' N of S lot line 21' S of N side of house P. Stohon/Roberts/Simpson 7/10/2007Adams Ave. 2230 3/4" galvanized Relocated (n/a) 121' S of S walk of E Newall St. 2' W of walk 9' N of S lot line 20' S of N side of house Rivas/Wilson/Randy Clapp 3/24/1998Adams Ave. 2231 3/4" lead to galvanized Reset/Change out Curb box/stop 77' S of E. Newall St. 1' E of walk 13' N of S lot line 14' S of N side of house T. Church/Sattiewhite/Vaughn 3/22/2012Adams Ave. 2235 3/4" lead to 3/4" galvanized Relocated (n/a) 45' S of S curb of E. Newall St. 1' E of walk (n/a) 7' N of S side of house card reads: "dug to reset curb box - homeowner moved Chism/Kuczera/Vaughn 8/8/2014Adams Ave. 2235 3/4" lead to 3/4" galvanized Change out Curb box 38' S of S walk of E. Newall St. 1' E of walk 13' N of S lot line 18' S of N side of house Wolf/Patterson/Vaughn 9/10/2010Adams Ave. 2401 3/4" copper Reset Curb box 175' S of S walk of E Dayton St. 1' E of walk 37' N of S lot line 5' N of N side of house dug up/reset box Caron/Zaruba/Muma/Wilson 8/9/2004Adams Ave. 2405 3/4" copper Repaired leak (n/a) 174' S of S walk of E Dayton St. 1/2' E of walk 36' S of N lot line 10' S of S side of house dug up/replaced copper curb cock Caron/Zaruba/Muma/Wilson 8/9/2004Adams Ave. 2417 3/4" Replacement C-H 44' S of S walk of E Dayton St. Edge of WS 6' N of S lot line (n/a) Simpson/Wilson #8 1/25/1996 40'Addison St. 751 3/4" galvanized Relocated (n/a) 195' W of W walk of North St. 1' S of walk 14' W of E lot line 27' E of W side of house Rivas/Wilson/Sies 4/23/2003Addison St. 766 3/4" copper Replacement C-H 106' W of W walk of North St. 0' N of walk 15 1/2' E of W lot line 15 1/2' W of E side of house moved curb box out of drive (E) Caron/Sattiewhite 8/12/2009 40' of 3/4" (Waldorf's)Addison St. 770 3/4" copper Replacement C-H 75' W of W walk of North St. 3' N of walk 8' E of W lot line 24' W of E side of house Rivas/Flores 4/18/1996 40'Addison St. 805 3/4" copper Replacement C-H 81' E of E walk of North St. 1' S of walk (n/a) 2 1/2' E of E side of house Chaddock/Shurter 12/17/1996Addison St. 821 3/4" lead to copper Replacement C-H 229 1/2' E of E walk of North St. 3' S of walk 43' W of E lot line 7' W of W side of house Pavwoski/McGraw 6/26/2008 32'Addison St. 825 3/4" galvanized Relocated (n/a) 307' E of E walk of North St. 2' S of walk 10' W of E lot line 1' W of E side of house Rivas/Muma/Wirth 7/22/1997Aitken Ave. 2042 3/4" copper Relocated (n/a) 258' N of N walk of Lippincott Blvd. 1' E of walk 1' S of N lot line 4' N of N side of house Rivas/Wilson/Randy Clapp 5/14/1997Albert St. 1713 3/4" galvanized Relocated (n/a) 91' S of S walk of Harriet St. 2' E of walk on N lot line 5' N of N side of house Rivas/Wilson/Randy Clapp 3/24/1998Alexander St. 2316 3/4" galvanized Relocated (n/a) 127' N of N walk of Francis Ave. 2' W of walk 14' N of S lot line 27' S of N side of house Mochty/Kelly/Wilson/Pavwoski 5/30/2006Alexander St. 2316 3/4" galvanized Relocated (n/a) 187' N of N walk of E. Newall St. 2 1/2' W of walk (n/a) 5' S of S side of house Krueger/Chaddock/Cavazos 9/5/1995Alexander St. 3609 (n/a) Relocated (n/a) 103' N of N walk of E. Gillespie Ave. 2' E of walk/PL (n/a) 3' S of S side of house Randy Clapp/Combs/Krueger 9/20/1994Algonquin Ave. 709 1" lead to 3/4" copper Relocated Curb stop 270' W of W walk of Dearborn St. (n/a) 29' E of W lot line 39' S of front side of house Wolf/Sattiewhite/Relerford 8/22/2013Algonquin Ave. 713 3/4" lead to copper Relocated (n/a) 199' W of W walk of Dearborn St. 24' N of centerline 31' E of W lot line 17' W of E side of house Kelly/Bincsik 6/8/2007 3' copper tubing (Waldorf's)Algonquin Ave. 719 3/4" copper Relocated (n/a) 127' W of W walk of Dearborn St. 2' S of walk 15 1/2' W of E lot line 39' E of W side of house Ambrose/Young 11/20/2009Alison Dr. 6509 3/4" copper to copper Relocated (n/a) 79' S of N hydrant on opposite side of street 3' E of walk 16' S of N lot line 27' N of S side of house Chism/Vaughn/Bradley 8/28/2013Alma Ave. E 238 3/4" copper Locate only Curb box 319' E of E walk of Verdun St. 1' N of walk 23' W of E lot line 6' E of W side of house card reads: "located next to tree". Ambrose/Caron/Wilson 6/2/2009Alma Ave. E 254 3/4" copper Relocated M-H 64' W of W walk of Harvard St. 6" N of walk 25' W of E lot line 6' E of W side of house Wilson/Vaughn/Ragland 11/19/2001Alma Ave. E 313 3/4" copper Reconnect cut & plug service line 131' E of E walk of Harvard St. 1' S of walk 11' E of W lot line 17' W of E side of house repaired copper @ property line, cut & plugged Church/Smith 2/23/2004 Waldorf is doing the sewer repairAlma Ave. E 317 3/4" copper Relocated C-H 176' E of e walk of Harvard St. 1' S of walk 15' E of W lot line 16' W of E side of house Relerford/Trimble 4/19/2007Alma Ave. E 501 3/4" copper Relocated (n/a) 269' W of W walk of Fulton St. 1' S of walk/PL 25' E of W lot line 16' W of E side of house Vaughn/Roberts/Simpson/Mochty 5/7/2008Alma Ave. E 630 3/4" (n/a) (n/a) 3/4' W of W walk of N. Saginaw St. 1' N of walk (n/a) 2' E of W side of house Flores/Shurter 2/6/1996Alma Ave. E 633 3/4" galvanized Relocated (n/a) 254' W of W walk of N. Saginaw St. 1' S of walk 27' E of W lot line 3' W of E side of house Rivas/Zaruba/Muma 2/24/2004Alma Ave. E 713 3/4" copper Replacement C-H 137' E of E walk of N. Saginaw St. 2' S of walk 24' W of E lot line 6' E of W side of house Flores/Rivas 12/3/1998 45' (Steve's Plumbing)Alma Ave. E 734 3/4" copper Replacement C-H 353' e of E walk of N. Saginaw St. 3' N of walk 40' W of E lot line 27' E of W side of house Rivas/Mochty 8/5/2003 45' (Steve's Plumbing)Alma Ave. E 1018 3/4" copper Relocated C-H 183' E of E walk of Industrial Ave. 1' N of walk 5' W of E lot line 23' E of W side of house Relerford/Southall 2/22/2007Alma Ave. E 1062 3/4" galvanized Reset Curb box 124' W of W walk of Selby St. 1' N of walk 40' E of W lot line 3' E of E side of house Mstohon/Wells/Bradley/Thompson 7/21/2015Alma Ave. E 1062 3/4" Relocated M-C 125' W of W walk of Selby St. 2' N of walk 5' W of E lot line 25' E of W side of house Southall/Jones/Relerford 3/30/2005Alma Ave. E 1065 3/4" copper to copper Relocated (n/a) 99' W of W walk of Selby St. 6" S of walk 21' E of W lot line 13' W of E side of house Trimble/Roberts/Church 8/27/2007Alma Ave. W 314 3/4" copper Change out Curb box 56' E of E walk of Chestnut St. 1' S of walk 5' W of W lot line 55' W of E side of house Southall/Pavwoski/Wilson 5/8/2006Alma Ave. W 314 3/4" copper Relocated M-H 57' E of E walk of Chestnut St. 1' S of walk 6' E of E side of 322 Alma 18' W of W side of house curb box in front of 322 E Alma, not a header Wilson/Rivas/Ragland 10/2/1998Alma Ave. W 321 3/4" copper Relocated (n/a) 39 1/2' E of E walk of Chestnut St. 4' N of property line 38' W of E lot line 8' W of E side of house Ba/Steve/Dennis 2/14/1996Alma Ave. W 322 3/4" Relocated (n/a) 12' E of E walk of Chestnut St. 6" S of walk (n/a) 3' W of W side of house Lyle/Steve 2/6/1995Alma Ave. W 414 3/4" copper Relocated/Change out (n/a) 145' W of W walk of Chestnut St. 4' S of walk 17' E of W lot line 19' W of E side of house Trimble/Kennedy/T. Church/Sattiewhite 1/17/2012Alpha Way 4808 1" copper Relocated (n/a) 40' S of S walk of Beta Ln. 6' W of walk 58' N of S lot line 14' S of N side of house Relerford/Southall/Vaughn 3/12/2013Alpha Way 4911 1" copper to 3/4" copper Relocated (n/a) 144' N of N walk of Beta Ln. 2' E of walk 29' N of S lot line 9' S of N side of house P. Stohon/Vaughn/Roberts 5/8/2008Alpha Way 5006 1" copper to 3/4" copper Relocated (n/a) 498' W of W walk of Theta Passage 2 1/2' N of walk 28' E of W lot line 13' W of E side of house Flores/Rivas/Clapp 8/7/2001Altoona St. 2429 3/4" lead to galvanized Relocated/Change out (n/a) 90' S of S walk of Marquette St. 2' E of walk 26' N of S lot line 9' S of N side of house T. Church/Sattiewhite/Vaughn 4/11/2012Altoona St. 2502 3/4" Replacement M-C edge E of W walk of Marquette St. 1' S of walk 17' E of hydrant (n/a) Wilson/Waddell/Wilbourne 11/14/1995Altoona St. 2527 3/4" copper Relocated (n/a) 356' W of W walk of Marquette St. 1' N of walk 20' E of W lot line 8' E of W side of house Wilson/Rivas/Randy Clapp 3/27/1997Altoona St. 2528 3/4" copper to copper Replacement M-C 339' W of W walk of Marquette St. 3' S of walk 16' E of W lot line 15' W of E side of house Mochty/Wilson/Roberts 5/15/2006Altoona St. 2528 3/4" copper Relocated (n/a) 323' W of W walk of Marquette St. 2' S of walk 18' E of W lot line 14' W of E side of house Kelly/Simpson/Nunn/Relerford 12/2/2005Altoona St. 2539 3/4" lead to 3/4" galvanized Change out/Relocated curb cock 308' E of E walk of Fremont St. 2' N of walk 27' W of E lot line 13' E of W side of house card reads: "changed out curb cock". Wilson/Chaddock/JChurch 9/11/2006Altoona St. 2540 3/4" copper Replacement C-H 357' E of E walk of Fremont St. 2' S of walk 23' E of W lot line 18' W of E side of house Rivas/Wilson 3/16/1998 40' (Steve's Plumbing)Altoona St. 2543 3/4" copper Replacement C-H 254' E of E walk of Fremont St. 2' N of walk 28' W of E lot line 10' E of W side of house Blackmon/Nunn 10/12/2006 35' (Waldorf's)Altoona St. 2544 3/4" copper Replacement C-H 316' E of E walk of Fremont St. 2' S of walk 27' W of E lot line 12' E of W side of house Rivas/Kelly 7/19/2000 40' (Waldorf's)Alvord Ave. 524 3/4" copper Relocated (n/a) 27' E of E walk of NB S. Grand Traverse St. Edge S of walk 23' W of E lot line 18' E of W side of house McGraw/Wolf/Wilson 8/11/2009Alvord Ave. 718 3/4" copper Relocated M-H 199' W of W walk of Euston St. 1' S of walk 33' E of W lot line 2' W of E side of house Wilson/Flores/Clapp 4/25/2002Alvord Ave. 730 3/4" copper Relocated (n/a) 261' E of E walk of Camden Ave. .5' S of walk 17' W of E lot line 25' E of W side of house Pavwoski/McGraw/Muma 12/17/2009Alvord Ave. 813 3/4" copper Reset Curb box 126.6' E of E walk of Camden Ave. 1' N of walk 21' W of E lot line 12' E of W side of house Ambrose/Caron/Wilson 6/4/2009Alvord Ave. 818 3/4" copper Replacement C-H 160' W of W walk of Camden Ave. 2' S of walk 19' E of W lot line 6' W of E side of house Trimble/Church/Sies 8/28/2002 40' of 3/4" (Waldorf's)Alvord Ave. 821 3/4" copper Locate only Curb box/stop 199' W of W walk of Camden Ave. 1' N of walk 27' E of W lot line 9' W of E side of house card reads: "located line - no curb stop; copper line is 7 fChism/Guzman 7/22/2014 (line is 6' 8" deep)Alvord Ave. 845 3/4" lead to galvanized Change out curb cock 188' E of E walk of Brunswick Ave. 1' N of walk 14' E of W lot line 25' W of E side of house Ambrose/Chism/Vaughn 8/20/2012Alvord Ave. 849 3/4" lead to copper Change out/Relocated Curb stop 140' E of E walk of Brunswick Ave. 2' N of walk 25' W of E lot line 1' E of W side of house card reads: "dug up and changed out curb stop". Chism/Kuczera/Vaughn 10/28/2014Alvord Ave. 915 (n/a) Relocated (n/a) 160' W of W walk of Brunswick Ave. 1' N of walk 11' E of W lot line 12' W of E side of house Muma/Petrella/Roberts 5/28/2010Alvord Ave. 923 3/4" lead to copper Replacement C-H 214' W of W walk of Brunswick Ave. 1' N of walk 27' E of W lot line 2' W of E side of house McGraw/T. Church 8/8/2008 50' (Waldorf's)Alvord Ave. 1044 3/4" lead to galvanized Relocated (n/a) 317' E of E walk of Tuxedo Ave. 2' S of walk 35' W of E lot line 1.5' E of E side of house Wilson/Pavwoski/Patterson 9/25/2009Alvord Ave. 1101 3/4" Replacement C-H 245' E of E walk of Tuxedo Ave. 2' N of walk (n/a) 2' W of W side of house Randy Clapp/Combs 10/24/1994 40'Alvord Ave. 1102 3/4" lead to galvanized Change out/Relocated curb cock 248' E of E walk of Tuxedo Ave. 1' S of walk 1' E of W lot line 2' W of W side of house card reads: "replaced curb cock". Waddell/Spooner/Kreuger 3/15/1995Alvord Ave. 1117 3/4" lead to copper Relocated (n/a) 152' E of E walk of Tuxedo Ave. 1' N of walk 26' W of E lot line 7' E of W side of house P. Stohon/Ambrose/Vaughn 8/19/2009Alvord Ave. 1214 3/4" Tubeloy to copper Change out/Relocated Curb box 123' W of W walk of Tuxedo Ave. 2' S of walk 46' E of W lot line (n/a) card reads: "change out" McNeil/Wells/Vaughn 3/4/2015Alvord Ave. 1214 3/4" copper Relocated M-C 126' W of W walk of Tuxedo Ave. 2' S of walk/property line 18' W of E lot line 6' E of E side of house card reads: "Tuballoy - main to curb". Rivas/Flores/Krueger 2/23/1996Alvord Ave. 1214 3/4" copper Replacement C-H 122' W of W walk of Tuxedo Ave. 2' S of walk 20' W of E lot line 7' E of E side of house copper to copper- 60' N of curb box, 5' E of E side Wilson/Shurter - # 8 1/31/1996Alvord Ave. 1231 3/4" copper Relocated (n/a) 268' W of W walk of Tuxedo Ave. 2' N of walk 5.5' E of W lot line 1' W of W side of house Vaughn/McGraw/Pavwoski 10/3/2008Amos Dr. 2217 3/4" copper Relocated/change out curb cock 164' E of E walk of N. Vernon Ave. 1.5' N of walk (n/a) 7' W of E side of house card reads: "changed out curb cock". Chaddock/Shurter/Randy Clapp 7/25/1996Andrew St. 4413 3/4" lead to copper Relocated (n/a) 51' S of S walk of Black Ave. in walk 21.5' S of N lot line 4.5' N of S side of house Pavwoski/McGraw 6/29/2005Andrew St. 4413 3/4" copper Replacement C-H 57' S of S walk of Black Ave. 2' E of walk 23' S of N lot line 19' S of N side of house Randy Clapp/Wilson 6/3/1996 40'Andrew St. 4621 3/4" copper Locate only Curb box 85' S of S curb of Wager Ave. 1' E of walk 28' S of N lot line 4' N of S side of house Ambrose/Patterson/Vaughn 1/23/2012Ann Arbor St. 650 1" copper New M-H 1' E of hydrant 8' S of walk 31' E of W side of house 6' E of E side of house card reads: "9' E of E wall of house; 10' N of walk" ; (seePatterson/Sattiewhite 11/8/2012Ann Arbor St. 650 1" galvanized Change out/Replacement service line (n/a) 4' E of walk 17' S of N side of house 24' N of S side of house Caron/Kelly 11/19/2004Ann Arbor St. 700 1" lead to 3/4" galvanized Relocated (n/a) 3' S of S walk of Third St. 2' E of walk 17' N of S lot line 13' S of N side of house McGraw/Ambrose/Vaughn 4/29/2009Ann Arbor St. 725 1" lead to 3/4" galvanized Relocated header 313' N of N walk of W. Court St. 6' W of walk 25' S of N lot line 2' S of S side of house header w/729 Ann Arbor St dresser on, galvanized. E Wilson/Harvey 2/7/2002Ann Arbor St. 729 1" lead to 3/4" copper Replacement C-H 312' N of N walk of W. Court St. 7' W of walk 45' N of S lot line 11' N of N side of house header w/725; rebuilt header Wilson/Harvey 2/7/2002Ann Arbor St. 800 1" lead to 3/4" copper Repaired leak header 33' S of S walk of Bryan Pl. 7' E of walk 5' N of S lot line 3' S of S side of house card reads: " on header with 804 Ann Arbor St., 800 is Wilson/Kelly/Ragland 6/1/1999Ann Arbor St. 801 3/4" copper Replacement C-H 228' N of N walk of W. Court St. 9' W of wk/PL 4' N of S lot line 11' S of S side of house Rivas/Flores 2/6/2001Ann Arbor St. 804 1" lead to 3/4" copper Repaired leak header 34' S of S walk of Bryan Pl. 7' E of walk 5' N of N lot line 7' N of N side of house card reads: " on header with 800 Ann Arbor St.; South b Wilson/Kelly/Ragland 6/1/1999Ann Arbor St. 1002 3/4" galvanized Relocated M-C 34' S of S walk of Atwood St. 2' E of walk 5' N of S lot line 18' S of N side of house Rivas/Trimble/Wilson 1/13/2002Ann Arbor St. 1007 3/4" Relocated (n/a) 113' S of S walk of W. Fifth St. 1.5' W of walk 80' S of N lot line 7' S of S side of house Relerford 1/15/2006Ann Arbor St. 1105 3/4" lead to galvanized Relocated/Change out (n/a) 39' S of S walk of Carrill Ct. 5' W of walk 220' N of S lot line 6' N of S side of house (card notes that the "6 ft. N of S side of house" is "not gaRoberts/T. Church/Vargas/Sattiewhite 5/18/2011Ann Arbor St. 1116 2" copper Relocated curb cock 43' N of S walk of W. Sixth St. 5' E of walk 1' W of W curb 152' S of S side of house line damaged @ telephone pole, relocated curb cock to Wilson/Clapp 8/23/2001Ann Arbor St. 1123 3/4" lead to copper Relocated (n/a) 14' N of N walk of W. Sixth St. 3' W of walk (n/a) 21' S of S side of house Wilson/Kelly/Clapp 12/15/1997Ann Arbor St. 1145 1" lead stub Clamped Stub 144' S of S walk of W. Sixth St. 1' W of walk (n/a) (n/a) clamped 139 S of S walk of 6th @ curb line Caron/Wilson/Roberts/Vaughn 4/13/2006Ann Arbor St. 1209 3/4" copper Replacement C-H 129' S of S walk of W. Seventh St. 4' W of walk 19' N of S lot line 23' S of N side of house Rivas/Kelly 7/26/2000 35' (Waldorf's)Arizona Ave. 1527 3/4" Replacement C-H 160' W of W walk of Iowa Ave. 1' S of walk 1' E of E lot line 6' E of E side of house Randy Clapp/Combs 9/6/1994 35'Arizona Ave. 1535 3/4" lead to galvanized Change out/Relocated Curb box/stop 100' W of W walk of Iowa Ave. 5' S of walk 20' E of W lot line (n/a) card reads: "change out". McNeil/Wells 4/22/2015Arizona Ave. 1702 3/4" galvanized Repaired leak header 57' S of S walk of Arizona Ave. on Minnesota Ave1' W of walk 56' N of S lot line 8' S of S side of house card reads: "on header with 1706 Arizona Ave." Rivas/Muma/Wirth 6/9/1997

*Note this is only page 1 of the spreadsheet - intended to show available field names only

LeakReport.xls

Row # Date Location of Leak Date-2 Description of leak: Leak Description Pipe Size,

Inches Pipe Material Due to: Cause of Leak Note

14 1/4/2013 1700 N. Averill Ave. 1/4/2013 Description of leak: Clean break Clean break 12" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions13 1/6/2013 2715 N. Averill Ave. 1/6/2013 Description of leak: Clean break Clean break 6" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions15 1/7/2013 2041 N. Averill Ave. 1/7/2013 Description of leak: Clean break Clean break 6" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions16 1/15/2013 2923 Agree Ave. 1/15/2013 Description of leak: Clean break Clean break 6" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions12 1/31/2013 E. Atherton Rd. & Red Arrow Rd. 1/31/2013 Description of leak: Clean break Clean break 8" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions11 3/26/2013 2500 N. Averill Ave. 3/26/2013 Description of leak: 2" dia hole 2" dia hole 6" dia. Cast Iron Due to: pipe failure pipe failure10 6/3/2013 737 E. Alma Ave. 6/3/2013 Description of leak: 1" dia hole 1" dia hole 6" dia. Cast Iron Due to: pipe failure pipe failure47 11/12/2013 3312 Buick St. 11/12/2013 Description of leak: 2" dia hole 2" dia hole 6" dia. Cast Iron Due to: Water hammer Water hammer85 1/6/2014 2002 E. Court St. 1/6/2014 Description of leak: Clean break Clean break 12" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions9 1/7/2014 N. Averill Ave. & McClure Ave. 1/7/2014 Description of leak: Clean break Clean break 8" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions84 1/8/2014 3505 Comanche Ave. 1/8/2014 Description of leak: Clean break Clean break 6" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions138 1/8/2014 5610 Glenn Ave. 1/8/2014 Description of leak: Clean break Clean break 6" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions158 1/9/2014 2959 Henry St. 1/9/2014 Description of leak: Clean break Clean break 6" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions109 1/9/2014 3517 Esther St. 1/9/2014 Description of leak: Clean break Clean break 6" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions256 1/9/2014 6400 Selby St. 1/9/2014 Description of leak: Clean break Clean break 6" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions8 1/10/2014 1946 S. Averill Ave. 1/10/2014 Description of leak: Clean break Clean break 6" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions

105 1/10/2014 Dolphaine Ln. & Huggins St. 1/10/2014 Description of leak: hydrant lead hydrant lead 6" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions192 1/11/2014 2817 Lippincott Blvd. 1/11/2014 Description of leak: Clean break Clean break 8" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions191 1/13/2014 5402 Leslie Dr. 1/13/2014 Description of leak: Service line Service line 6" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions137 1/13/2014 Gibson St. & Gainey Ave. 1/13/2014 Description of leak: Split tee Split tee 6" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions45 1/14/2014 1406 Bent Dr. 1/14/2014 Description of leak: Clean break Clean break 8" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions136 1/15/2014 5710 Glenn Ave. 1/15/2014 Description of leak: Clean break Clean break 6" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions104 1/16/2014 2501 S. Dort Hwy. 1/16/2014 Description of leak: Clean break Clean break 6" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions135 1/16/2014 410 Grace St. 1/16/2014 Description of leak: hole in mechanical bell hole in mechanical bell 6" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions103 1/18/2014 DuPont St. & Copeman Blvd. 1/18/2014 Description of leak: Clean break Clean break 8" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions177 1/18/2014 Lippincott Blvd. & Chelan St. 1/18/2014 Description of leak: Split at pipe bell Split at pipe bell 8" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions190 1/18/2014 Lippincott Blvd. & Chelan St. 1/18/2014 Description of leak: Split at pipe bell Split at pipe bell 8" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions44 1/21/2014 Buick St. & E. Gillespie Ave. 1/21/2014 Description of leak: Clean break Clean break 6" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions219 1/22/2014 1905 McPhail St. 1/22/2014 Description of leak: Clean break Clean break 6" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions279 1/22/2014 3825 Woodrow Ave. 1/22/2014 Description of leak: Clean break Clean break 6" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions7 1/22/2014 402 E. Atherton Rd. 1/22/2014 Description of leak: Clean break Clean break 8" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions

278 1/23/2014 3514 Winona St. 1/23/2014 Description of leak: Clean break Clean break 6" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions157 1/23/2014 Harrison St. & E. First St. 1/23/2014 Description of leak: Clean break Clean break 6" dia. Cast Iron Due to: mechanical damage mechanical damage102 1/24/2014 1330 DuPont St. 1/24/2014 Description of leak: Clean break Clean break 6" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions277 1/24/2014 4214 Winona St. 1/24/2014 Description of leak: Clean break Clean break 6" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions83 1/25/2014 1601 Crestbrook Ln. 1/25/2014 Description of leak: Clean break Clean break 8" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions126 1/27/2014 102 W. Flint Park Blvd. 1/27/2014 Description of leak: Clean break Clean break 8" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions218 1/27/2014 2902 McClure Ave. 1/27/2014 Description of leak: Corp break Corp break 8" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions156 1/27/2014 Harrison St. & E. First St. 1/27/2014 Description of leak: Clean break Clean break 6" dia. Cast Iron Due to: mechanical damage mechanical damage226 1/28/2014 410 E. Newall St. 1/28/2014 Description of leak: Clean break Clean break 6" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions134 1/29/2014 Gladwyn St. & Cadillac St. 1/29/2014 Description of leak: Clean break Clean break 6" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions275 1/29/2014 Woodbridge St. & Stevenson St. 1/29/2014 Description of leak: Split tee Split tee 6" dia. Cast Iron Due to: pipe failure pipe failure81 1/30/2014 2917 Cheyenne Ave. 1/30/2014 Description of leak: Clean break Clean break 6" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions46 1/30/2014 Bennett Ave. & Bennett Ct. 1/30/2014 Description of leak: Split at pipe bell Split at pipe bell 6" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions

82 1/30/2014 Corunna Rd. & Darling St. 1/30/2014 Description of leak: Clean break Clean break 8" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions This one will not graph properly

171 1/31/2014 1421 Kearsley Park Blvd. 1/31/2014 Description of leak: Clean break Clean break 6" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions244 1/31/2014 Pitkin Ave. & N. Dexter St. 1/31/2014 Description of leak: Clean break Clean break 6" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions276 1/31/2014 White St. & Iroquois Ave. 1/31/2014 Description of leak: Clean break Clean break 6" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions80 2/1/2014 1611 Colorado Ave. 2/1/2014 Description of leak: Clean break Clean break 6" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions79 2/3/2014 2952 Clement St. 2/3/2014 Description of leak: Clean break Clean break 6" dia. Cast Iron Due to: Wintertime conditions Wintertime conditions

WaterMainBreaks.xls

Complaint Water ID

Complaint Water

Number

Water Date Work

Completed

Water Date Entered

Water Date Received

Water Time

Received

Water Citizen

Calling In Complaint

Water House No Water Street Name Water Nearest Cross Street

Water Citizen Phone

Number

Water Complaint TypeWater

Complaint Note

Water Complaint

ClerkWater Handled By Water Additional Notes Water

Pipe SizeWater Pipe

MaterialWater Pipe

Usage

1092 04-0000 8/13/2004 4/30/2014 8/12/2004 HAMMERBERG RD N/O CRESTBROOK Water main break WADDELL 8" cast iron water main853 08-0022 4/26/2008 2/28/2014 4/26/2008 CARPENTER RD E WEBSTER Water main break WILSON 8" cast iron water main

1029 09-0101 5/15/2008 4/18/2014 5/15/2009 FRANKLIN AVE S N/O TUSCOLA Water main break Vaughn, Bobby 6" cast iron water main1347 08-0057 6/9/2008 10/20/2014 6/9/2008 RUTH AVE E SAGINAW Water main break SPOONER 6" cast iron water main

125 08-0002

6/10/2008

7/1/2013 6/10/2008

ELDON BAKER DR

DEARBORN Water main break Swickard, Howard

60' E/O DEARBORN ON ELDON BAKER & 5' S/O NORTH CURB OF ELDON BAKER. LEAK WS DIFFICULT TO DETECT DUE TO AMOUNT OF WATER GETTING AWAY (VERY LITTLE). SERVICE LINE WENT TO 3301 DEARBORN (CORP REPLACED AT MAIN)

1334 09-0203 6/18/2008 10/20/2014 6/22/2009 ROBERT T LONGWAY Water main break Southall, Warren 6" cast iron water main

124 08-00016/23/2008

7/1/2013 6/23/2008ELDON BAKER

DEARBORN Water main break SPOONER, S0' E/O WEST WALK OF DEARBORN, 21' S/O OF NORTH PROPERTY LINE OF ELDON BAKER

940 08-0024 7/10/2008 3/31/2014 7/10/2008 2325 DORT HWY S Water main break SPOONER 2 VALVE SHUT DOWN 6" cast iron water main938 09-0073 7/11/2008 3/31/2014 7/11/2009 1830 DORT HWY S Water main break SPOONER 3 VALVE SHUT DOWN 8" cast iron water main

1188 08-0047 7/29/2008 8/9/2014 7/29/2008 760 MC CLELLAN ST E Water main break Simpson, Paul 6" cast iron water main743 08-0013 8/11/2008 2/10/2014 8/11/2008 1122 BOULEVARD DR E Water main break Simpson, Paul 6" cast iron water main744 08-0014 8/11/2008 2/10/2014 8/11/2008 1122 BOULEVARD DR E Water main break Simpson, Paul 6" cast iron water main

1091 08-0041 8/11/2008 4/30/2014 8/12/2008 713 HALL ST Water main break Simpson, Paul 6" cast iron water main1113 08-0043 8/11/2008 5/10/2014 8/12/2008 802 JACKSON AVE W Water main break Simpson, Paul 3/4" galvanized iron service line1019 09-0092 8/14/2008 4/18/2014 8/14/2009 FLINT PARK BLVD E EDWARDS Water main break Southall, Warren 6" cast iron water main

837 08-0019 8/19/2008 2/28/2014 8/19/2008 COLORADO AVE 3119 & 3123 Water main break Simpson, Paul 6" cast iron water main

1238 08-0050 8/26/2008 8/12/2014 8/26/2008 331 NEWALL ST E ACROSS FROM Water main break Simpson, PaulSTREET MAINT HIT B.J. CLAMP WITH ROTO MILL & BROKE EAR OFF CLAMP

1041 08-0035 8/29/2008 4/18/2014 9/29/2008 614 FLINT PARK BLVD W Water main break SPOONER 8" cast iron water main1849 08-0059 9/3/2008 12/26/2015 9/3/2008 SLOAN ST 33' E/O DONALDSON Water main break spooner 6" cast iron water main

741 08-0011 9/10/2008 2/10/2014 9/10/2008 BINGHAM ST ACROSS FROM 1505 Water main break SPOONER 6" cast iron water main1130 08-0045 9/11/2008 6/28/2014 9/11/2008 302 KENSINGTON AVE Water main break Simpson, Paul 24" cast iron water main

946 08-0027 9/19/2008 3/31/2014 9/19/2008 3501 DUPONT ST Water main break Church, Jeff 24" cast iron water main1257 08-0053 9/24/2008 8/25/2014 9/24/2008 2629 PIERSON RD W Water main break Church, Jeff 16" cast iron water main

850 08-0021 9/26/2008 2/28/2014 9/26/2008 COURT ST E CHURCH Water main break SPOONER 6" cast iron water main849 09-0067 9/29/2008 2/28/2014 9/29/2009 COURT ST E BEACH Water main break SPOONER 9 VALVE SHUT DOWN 6" cast iron water main

1056 08-0038 10/10/2008 4/22/2014 10/10/2008 5514 GLENN AVE Water main break Simpson, Paul 6" cast iron water main1040 08-0034 10/16/2008 4/18/2014 10/16/2008 3042 FLUSHING RD Water main break Church, Jeff 4 VALVE SHUT DOWN 12" cast iron water main

740 08-0010 10/22/2008 2/10/2014 10/23/2008 3412 BEGOLE ST Water main break Simpson, Paul 6" cast iron water main172 08-0006 10/25/2008 9/3/2013 10/25/2008 AVENUE A DARTMOUTH Water main break Church, Jeff 100' S/O DARTMOUTH 12" cast iron water main745 08-0015 10/25/2008 2/10/2014 10/25/2008 BROOKSIDE DR WELLINGTON, S/W Water main break Simpson, Paul 6" cast iron water main

1090 08-0040 10/26/2008 4/30/2014 10/26/2008 6217 HATHAWAY DR Water main break Church, Jeff 8" cast iron water main739 08-0009 10/27/2008 2/10/2014 10/27/2008 4100 BEECHER RD Water main break Church, Jeff 12" cast iron water main

1055 08-0037 10/31/2008 4/22/2014 11/4/2008 GRAND TRAVERSE S 12TH ST Water main break Church, Jeff 9 VALVE SHUT DOWN 16" cast iron water main1346 07-0000 11/3/2008 10/20/2014 11/4/2007 1718 ROSELAWN DR Water main break Simpson, Paul 6" cast iron water main1860 08-0060 11/5/2008 12/26/2015 11/5/2008 2744 SWAYZE ST Water main break Church, Jeff 6" cast iron water main1244 08-0052 11/6/2008 8/12/2014 11/6/2008 OLIVE AVE MARYLAND Water main break Church, Jeff 5 VALVE SHUT DOWN 6" cast iron water main

121 08-0000

11/7/2008

7/1/2013 11/7/2008

5305 EDWARDS AVE

Water main break Church, Jeff

2 VALVE SHUT DOWN, VALVE AT CORNER OF RIDGEWAY & EDWARDS IS BROKE. HIT A GAS SERVICE DURING EXCAVATION, MISMARKED BY 7', NOT OUR FAULT CONSUMERS MADE REPAIR

1039 08-0033 11/11/2008 4/18/2014 11/11/2008 FIFTH AVE E LYON Water main break Church, Jeff 2 VALVE SHUT DOWN 4" cast iron water main166 08-0004 11/17/2008 9/3/2013 11/17/2008 820 ALMA AVE W Water main break Church, Jeff 2 VALVE SHUT DOWN 8" cast iron water main

1112 08-0042 11/17/2008 5/10/2014 11/17/2008 JAMES P COLE BLVD N/O FRED TUCKER Water main break Simpson, Paul 4" cast iron water main1243 08-0051 11/18/2008 8/12/2014 11/18/2008 5906 OXLEY DR Water main break Church, Jeff 3 VALVE SHUT DOWN 8" cast iron water main1164 08-0046 11/22/2008 7/19/2014 11/22/2008 4214 LE ERDA AVE Water main break Church, Jeff 8" cast iron water main

826 08-0017 11/24/2008 2/28/2014 11/24/2008 6506 CECIL DR Water main break Church, Jeff 2 VALVE SHUT DOWN 8" cast iron water main1209 08-0048 11/25/2008 8/9/2014 11/25/2008 1005 MOORE ST W Water main break Church, Jeff 6" cast iron water main1038 08-0032 12/1/2008 4/18/2014 12/1/2008 FIRST ST W Water main break Church, Jeff 6" cast iron water main

945 08-0026 12/7/2008 3/31/2014 12/7/2008 DUPONT ST WELCH Water main break Church, Jeff 5 VALVE SHUT DOWN 6" cast iron water main742 08-0012 12/9/2008 2/10/2014 12/9/2008 930 BOULEVARD DR E Water main break Simpson, Paul 6" cast iron water main951 08-0028 12/9/2008 3/31/2014 12/9/2008 3601 DOUGLAS AVE Water main break Simpson, Paul 8" cast iron water main

1345 08-0056 12/10/2008 10/20/2014 12/10/2008 1818 ROSELAWN DR Water main break Simpson, Paul 6" cast iron water main

ValveDatabase.xls

Street Name

Stapled to

previous card?

Valve Size,

inches

Valve Make

Number of Turns

Valve Box

In Manhole

Hydrant Lead Valve

Map Page # Valve # Signed Date

Signed Remarks Location Date of inspection Condition Date

Repaired MaterialDate of

inspection 2

Condition 2

Branch Rd. & Hampstead Dr. 12 37 yes L-3 L3-V-1 Dillard 10/8/1984 In grassNW corner - 4.5 ft. N of hydrant, 2 ft. E of hydrant; 7 ft. N of N property line of Hampstead Dr.; 23 ft. E of NW property line; 30 ft. W of center line of Branch Rd.

Branch Rd. & Hampstead Dr. yes 12 yes L-3 Don unk Installed 11/64 by Wilson 6 ft. N - N property line Hampstead; 29.5 ft. W - center line Branch.W. Boulevard Dr. at Milliken Way 12 yes L-2 L2-V-2 In line with S property line of Milliken Way; 51 ft. E of W property line - W. Boulevard Dr.

W. Boulevard Dr. - 560 ft. S of E. Carpenter Rd. 12 yes L-2 L2-V-1 17 ft. NW - E catch basin; 16 ft. NE - W catch basin, both c.b.'s on W. Boulevard Dr.W. Boulevard Dr. at E. Carpenter Rd. 12 yes L-1 L1-V-1 37 ft. S of center line E. Carpenter Rd.; 50 ft. E or W of property line of W. Boulevard Dr.

5509 Branch Rd. 12 40 yes L-3 L3-V-2 Dillard 10/8/1984 In grassWest side - 26 ft. N of N wall of 5509 Branch Rd.; 29.5 ft. W of center line of Branch Rd.; 22 ft. E of W property line of Branch Rd.; 880 ft. S of Hampstead Dr.

E. Pierson Rd. & Branch Rd. 12 40 yes L-4 L4-V-1 Dillard 10/8/1984 In grassNW corner - 6 ft. N of N curb of E. Pierson Rd.; 12.5 ft. N of center line of E. Pierson Rd.; 52 ft. W of center line of Branch Rd.

E. Pierson Rd. & Western Rd. 12 38.5 yes L-4 L4-V-2 Dillard 10/5/1984 In grass NW corner - on N property line; 23 ft. S of NW property line; 3.5 ft. N of N curb of E. Pierson Rd.Western Rd. & E. Pierson Rd. 12 38 yes L-4 L4-V-3 Dillard 10/5/1984 SE corner - on S property line; 23 ft. W of SE property lineE. Pierson Rd. & Western Rd. 12 T.C. 44 yes L-4 L4-V-4 Dillard 10/5/1984 NE corner - 12.5 ft. W of NE property line; 21 ft. S of NE property line

E. Pierson Rd. & Western Rd. yes 12 T.C. yes L-4 Don unk

Installed 9/1959 by Rogers Construction Co.

Inspected - Ed Tryon. 18 ft. W of E property line on Western Rd.; 23 ft. S of N property line of E. Pierson Rd.Western Rd. & Epsilon Trail 12 38.5 yes L-4 L4-V-5 Dillard 10/8/1984 NE corner - 3 ft. N of NE property line; 24 ft. W of NE property line.Western Rd. & Epsilon Trail yes 12 39 yes L-4 Swart Valve OK - CMT NE corner - 23 ft. W of property line.Western Rd. & Layton Blvd. 12 38 yes L-5 L5-V-1 Dillard 10/8/1984 NE corner - 23.5 ft. W of E property line; 19 ft. N of hydrant.Western Rd. & Layton Blvd. yes 12 39 yes L-5 L5-V-1 Swart Valve OK - CMT NE corner - 23 ft. W of property line.

Western Rd. & Carr St. 12 38 yes L-6 L6-V-1 Dillard 10/8/1984 In weeds SW - 10 ft. W of hydrant; 50 ft. N of hydrant.Carr St. & Western Rd. yes 12 yes L-5 51 ft. N of hydrant; 10 ft. W of hydrant.Carr St. & Western Rd. yes 12 39 yes L-5 Swart Valve OK - Dirt? NW corner - 13 ft. E of property line

Richfield Rd. & Branch Rd. 12 38 yes L-6 L6-V-2 Dillard 10/9/1984 In Lawn in pathway Northeast - 43 ft. E of center line of Branch Rd.; 34 ft. N of centerline of Richfield Rd.

Richfield Rd. & Western Rd. 12 40 yes L-6 L6-V-3 Dillard 10/9/1984 Northeast - 28 ft. W of E property line of Western Rd.; 22 ft. S of property line of Richfield Rd.

Western Rd. & Richfield Rd. 12 38 yes L-6 L6-V-4 Dillard 10/9/1984 Northwest - 20 ft. S of N property line of Richfield Rd.; 8 ft. E of W property line of Western Rd.Western Rd. & Richfield Rd. yes 12 38 yes L-6 Valve OK - BT NW corner 9.5 ft. E, 13 ft. S property line. 9/27/1957 good

2429 N Dort Hwy & S of Anderson Guard Rail 24 gan Lay 75 L-8 L8-V-1 Dillard 9/14/1984 In Curb

In East curb 6 ft. S of hydrant; 6 ft. W of hydrant; 334 ft. N of NW property line of Woodrow Ave.; 160 ft. S of S wall of Anderson Guard Rail; 3.5 ft. N of N wall of 2429 N. Dort Hwy.; 13.5 ft. W of E property line.

N. Dort Hwy. & A & P warehouse yes 24 gan Lay 75 yes L-8 Grass 6 ft. S of hydrant; 6 ft. W of hydrant. 10/1/1960 good2429 N Dort Hwy. yes 24 74 yes L-8 Z.L.W. S of N driveway of A & P; 6 ft. S of hydrant; 6 ft. W of hydrant. 1/13/1958 good

Davison Road (A.C.) 12 T.C. Fire Line yes L-9 L9-V-1 DonInstalled 4/18/1960 by

Water Dept. 134 ft. W of railroad property line; 11 ft. N of S property line of Davison Road.Davison Road & N. Dort Hwy. 24 gan Lay 75 yes L-9 L9-V-2 Grass 16 ft. W of SE property line; 62 ft. S of SE property line. 10/1/1960 OKMissouri Ave. & N. Dort Hwy. 16 Darling 53.5 yes L-10 L10-V-1 Dillard 9/13/1984 88 ft. N of N property line of Missouri Ave.; 24.5 ft. W of E property line; 6.5 ft. W of E curb.N. Dort Hwy. & Missouri Ave. yes 16 Darling 53 yes L-10 Cement; Valve OK 88 ft. N; 25 ft. W property line.; Put on map on tracing 4/1/1959 10/30/1957 good 10/1/1960 OKN. Dort Hwy. & Missouri Ave. 24 Mueller 313 yes L-10 L10-V-2 Dillard 9/13/1984 In sidewalk 82 ft. N of N property line of Missouri; 13 ft. W of E property line of N. Dort; 6 ft. E of E curb.N. Dort Hwy. & Missouri Ave. yes 24 Mueller 313 yes L-10 Z.L.W. Cement 12.5 ft. W of E property line of N. Dort; 80 ft. N of N property line of Missouri Ave. 1/13/1958 good 10/1/1960 OK

Robert T. Longway Blvd. & N. Dort Hwy. 24 Mueller 310 yes L-10 L10-V-3NW corner - 37 ft. W of NW property line; 131 ft. W of NE property line; 25 ft. N of center line of median.

Robert T. Longway Blvd. & N. Dort Hwy. yes 24 Mueller 310 yes L-10 Cement 10/1/1960 OKRobert T. Longway Blvd. & N. Dort Hwy. yes 24 yes yes L-10 Installed 1953 (Tripp) NE corner - James Lumber Co. bldg. - 137 ft. W, 10 ft. S of property line.Robert T. Longway Blvd. & N. Dort Hwy. 16 Darling 104 yes L-10 L10-V-4 Dillard 9/11/1984 92 ft. S of S rail of railroad; 4 ft. E of curb; 20 ft. N of Clock Corner bldg. property line.

N. Dort Hwy. & Robert T. Longway Blvd. yes 16 Darling 104 yes L-10 Z.L.W.22 ft. W of W side of James Lumber in line of N side (measurement OK but not sufficient); 93 ft. S of S rail; 37 ft. E of center line of N. Dort Hwy; tracing OK 2/11/1960 1/13/1958 good 10/1/1960 OK

N. Dort Hwy. & Robert T. Longway Blvd. yes 16 Darling yes yes L-10Valve stem on west side of main; 16 inch valve in manhole; 39 ft. S of GTRR property line; 13 ft. W of E property line of N. Dort Hwy.

Robert T. Longway Blvd. & C & O railroad 16 Darling 104 yes L-10 L10-V-5 Dillard 9/13/1984 grass & dirt29 ft. W of W track of railroad; 33 ft. S of centerline of Robert T. Longway; in line W property line of railroad.

Robert T. Longway Blvd. & C & O railroad yes 16 Darling 104 yes yes L-10 Dirtvalve is on S side of main; valve is 17 ft. N of S property line of Robert T. Longway; bypass is 22 ft. N of S property line of Robert T. Longway & on W property line of C & O railroad. 8/1/1956 installed by Rogers Construction C 10/1/1960 OK

S. Dort Hwy. & E. Court St. 24 Mueller 313 yes L-12 L12-V-1 Dillard 8/9/1984 in edge of curb185 ft. N of hydrant on W side of street; 210 ft. S of S property line of E. Court; 32 ft. W of centerline of S. Dort Hwy.

E. Court St. & S. Dort Hwy. yes 24 L-12 19 ft. W of W edge of "put" S. Dort.; 32 ft. S of S property line of E. Court 2/17/1975 tighten packing nutS. Dort Hwy. (south of E. Court St.) yes 24 Mueller 313 yes L-12 Dirt 185 ft. N of hydrant. 10/1/1960 OKS. Dort Hwy. (south of E. Court St.) yes 24 Mueller 314 yes L-12 Z.L.W. 9.5 ft. W of W edge of "B.T. & Dort"; 185 ft. N of hydrant. 1/13/1958 good

S. Dort Hwy. & E. Court St. 12 38 yes L-12 L12-V-2 Dillard 10/24/1984 in lawn; left hand valve NW - 20 ft. N of N property line of E. Court; 14 ft. E of W property line of S. Dort.E. Court St. & S. Dort Hwy. 12 25 yes L-12 L12-V-3 Dillard 10/24/1984 19 ft. W of NW property line; 29.5 ft. S of NW property line.E. Court St. & S. Dort Hwy. yes 12 26 yes L-12 Swart Valve OK - BT NW corner - 29 ft. S, 19 ft. W property line 11/20/1957 good

E. Court St. & S. Dort Hwy. 12 38.5 yes L-12 L12-V-4 Dillard 10/23/1984NE corner - 21 ft. S of NE property line; 109 ft. E of centerline of S. Dort; 7 ft. W of hydrant; 14 ft. S of hydrant.

E. Court St. & S. Dort Hwy. yes 12 38 yes L-12 Valve OK - CMT NE corner - 20 ft. S; 28 ft. E of property line 11/20/1957 good 9/17/1968 12 inch brick

E. Court St. - 356 ft. E of C & O railroad 12 38 yes L-12 L12-V-5 Dillard 10/23/1984 After 25 turns, stem bent356 ft. east of C & O railroad E track; 19.5 ft. S of N property line of E. Court St.; 5 ft. E of hydrant; 18 ft. E of centerline of Meter Pit.

HydrantDatabase.xls

Street Name Hydrant Make Remarks Signed Date Signed Map Page # Location Line

numberW. Pierson Rd. & Orgould St. T.C. Plugged Dillard 10/1/1984 C-4 SE corner 1

Santa Cruz Dr. & El Dorado Dr. T.C. Does not drain Dillard 9/12/1984 C-9 NE corner 2Wolcott St. & El Dorado Dr. T.C. Drains Dillard 9/12/1984 C-9 NE corner 3

3200 blk. Flushing Rd. T.C. Drains Dillard 9/12/1984 C-10 in front of church 4Brown St. & Nedra St. American Darling Drains Dillard 9/24/1984 C-15 NE corner 5

Larchmont St. & Nedra St. American Darling Drains Dillard 9/24/1984 C-15 NE corner 6Brown St. & Walton Ave. American Darling Plugged Dillard 9/24/1984 C-15 NE corner 7

Hogarth Ave. & Walton Ave. A. P. Smith Plugged Dillard 9/24/1984 C-15 NE corner 8Whitney Ave. & Nedra St. American Darling Plugged Dillard 9/24/1984 C-15 NE corner 9

2400 blk. W. Carpenter Rd. T.C. Plugged Dillard 10/2/1982 D-1 S side of street 10Clio Rd. & W. Carpenter Rd. T.C. Plugged Dillard 10/2/1982 D-1 SE corner 11

6701 Clio Rd. T.C. Drains Dillard 10/2/1984 D-2 126100 blk. Clio Rd. T.C. Drains Dillard D-2 E side of street 13Clio Rd. & Clio Ct. T.C. Dillard 10/2/1984 D-2 NE corner 14

Chateau Dr. & Alison Dr. T.C. Plugged Dillard 10/2/1984 D-2 NE corner 15Clio Rd. N of W. Mott Ave. T.C. Drains Dillard 10/1/1984 D-3 E side of street 16

Stedron St. T.C. Drains Dillard 10/1/1984 D-3 N side of street 172206 W. Home Ave. T.C. Drains Dillard 10/1/1984 D-3 N side of street 18

6048 Clio Rd. T.C. Drains Dillard 10/1/1984 D-3 E side of street 19Clio Rd. N of Stedron St. T.C. Drains Dillard 10/1/1984 D-3 E side of street 20

Cloverlawn Dr. & W. Pierson Rd. American Darling Drains Dillard 9/19/1984 D-4 SE corner 21Cloverlawn Dr. & Shamrock Ln. T.C. Drains Dillard 10/4/1984 D-4 NW corner 22

Clio Rd. & W. Pierson Rd. American Darling Drains Dillard 10/1/1984 D-4 SE corner 23Clio Rd. & W. Parkway Ave. T.C. Plugged Dillard 10/1/1984 D-4 E side of street 24

4819 Canterbury Ln. T.C. Plugged Dillard 9/28/1984 D-4 W side of street 254918 Clio Rd. T.C. Plugged Dillard 9/28/1984 D-4 E side of street 26

Canterbury Ln. & Clio Rd. T.C. Drains Dillard 9/28/1984 D-5 SE corner 27Canterbury Ln. & Clio Rd. T.C. Drains Dillard 9/28/1984 D-5 NW corner 28Canniff St. & Wisner St. T.C. Drains Dillard 9/28/1984 D-5 NE corner 29

Greenlawn Dr. & Wisner St. T.C. Drains Dillard 9/28/1984 D-5 NE corner 30Birchcrest Dr. & Wisner St. T.C. Drains Dillard 9/28/1984 D-5 SE corner 31

Santa Barbara Dr. & Wisner St. T.C. Drains Dillard 9/27/1984 D-5 NE corner 32W. Stewart Ave. & Wisner St. T.C. Drains Dillard 9/27/1984 D-5 NE corner 33Clio Rd. & W. Stewart Ave. American Darling Drains Dillard 9/27/1984 D-5 SE corner 34

Clio Rd. & Cooper Ave. American Darling Drains Dillard 9/27/1984 D-5 NE corner 35Wisner St. & Canterbury Ln. T.C. Plugged Dillard 9/28/1984 D-5 SE corner 36

Clio Rd. & W. Myrtle Ave. American Darling Drains Dillard 9/27/1984 D-6 NE corner 37Clio Rd. & Sonny St. T.C. Plugged Dillard 9/27/1984 D-6 SE corner 38

3014 Clio Rd. Mueller Drains Dillard 9/27/1984 D-7 W side of street 393418 Clio Rd. T.C. Drains Dillard 9/27/1984 D-7 W side of street 402637 Clio Rd. Mueller Drains Dillard 9/26/1984 D-8 41

Wabash Ave. & Helber St. American Darling Drains D-8 NE corner 42Emerson St. & Seneca St. T.C. Drains D-8 NE corner 43Begole St. & Wabash Ave. American Darling Drains Dillard 9/26/1984 D-8 NE corner 44

Wabash Ave. & Emerson St. American Darling Drains Dillard 9/26/1984 D-8 SE corner 45W. Dayton St. & Clio Rd. T.C. Drains Dillard 9/26/1984 D-8 SW corner 46

Mallery St. & Wabash Ave. American Darling Drains Dillard 9/12/1984 D-9 NE corner 47Clement St. & Wabash Ave. American Darling Drains Dillard 9/12/1984 D-9 NE corner 48Concord St. & Wabash Ave. American Darling Drains Dillard 9/12/1984 D-9 NE corner 49

WTP MonthlyOperatingReport.xls

Sta II Dort3MG Well

CSII Tap Raw Tap Dist

1 1 A 1 B 6 6a 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 60 61 62 63 64 65 66 67 68 69 71 72 73 74

1 12.1 1.2 2.58 3.8 1.0 2 0.09 0.10 1 0.93 1.10 0.7 1.9 1 7.34 7.22 98 74 24 0.01 30.5 5.3 13 1 2/ 0 2/ 0 0.21 7.3

2 12.1 1.2 2.58 3.7 1.0 2 0.08 0.09 2 0.94 1.04 0.9 1.7 2 7.28 7.19 100 70 30 0.01 32.9 4.4 12 2 2/ 0 2/ 0 0.21 6.33 11.6 1.0 2.57 3.6 1.0 2 0.08 0.08 3 0.78 1.07 0.9 1.7 3 7.39 7.31 98 72 26 0.02 31.3 4.9 13 3 2 / 0 2 / 0 <2 0.21 6.14 11.6 1.2 2.61 3.7 1.0 2 0.07 0.07 4 0.87 1.11 0.8 1.7 4 7.32 7.29 98 70 28 0.02 32.1 4.4 12 4 2 / 0 2 / 0 0.21 6.45 11.7 1.0 2.64 3.6 1.0 2 0.08 0.09 5 0.91 1.06 0.8 1.8 5 7.45 7.35 98 68 30 0.01 31.3 4.9 12 5 2/ 0 2/ 0 0.21 7.16 11.7 1.2 2.64 3.8 1.0 2 0.09 0.10 6 0.90 1.06 0.9 1.7 6 7.47 7.34 98 68 30 0.01 31.3 4.9 13 6 2/ 0 2/ 0 0.21 7.87 11.6 1.3 2.70 3.9 1.0 2 0.10 0.10 7 0.89 1.03 0.9 1.7 7 7.43 7.24 98 70 28 0.02 31.3 4.9 12 7 2 / 0 2 / 0 <2 0.21 7.48 11.2 1.3 2.64 3.8 1.0 2 0.08 0.09 8 0.92 1.05 0.8 1.8 8 7.46 7.34 98 68 30 0.01 32.1 4.4 12 8 2 / 0 2 / 0 0.21 6.89 12.0 1.0 2.65 3.7 1.0 2 0.10 0.12 9 0.90 0.94 1.0 1.7 9 7.32 7.29 98 68 30 0.01 30.5 5.3 13 9 2 / 0 2 / 0 0.21 6.310 11.9 1.0 2.70 3.5 1.0 2 0.10 0.11 10 0.79 0.72 1.4 1.8 10 7.30 7.36 98 72 26 0.02 30.5 5.3 13 10 2 / 0 2 / 0 0.21 6.211 12.0 1.3 2.68 3.9 1.0 2 0.10 0.12 11 0.86 1.00 1.0 1.7 11 7.39 7.22 96 68 28 0.01 30.5 4.9 13 11 2 / 0 2 / 0 0.20 6.012 12.0 1.2 2.60 3.9 1.0 2 0.11 0.11 12 0.89 1.15 0.9 1.9 12 7.42 7.34 98 70 28 0.01 31.3 4.9 13 12 2/ 0 2/ 0 0.21 5.213 12.0 1.1 2.56 3.7 1.0 2 0.11 0.12 13 0.77 1.09 0.9 1.8 13 7.32 7.38 98 72 26 0.01 28.9 6.3 13 13 2/ 0 2/ 0 0.21 6.814 12.1 1.3 2.55 3.9 1.0 2 0.08 0.08 14 0.87 1.09 0.9 1.8 14 7.36 7.37 98 68 30 0.02 30.5 5.3 13 14 2 / 0 2 / 0 <2 0.21 6.515 12.1 1.4 2.48 3.9 1.0 2 0.07 0.09 15 0.83 1.14 0.9 1.7 15 7.37 7.31 98 66 32 0.02 32.1 4.4 12 15 2/ 0 2/ 0 0.21 5.916 11.8 1.4 2.29 3.6 1.0 2 0.08 0.08 16 0.99 1.15 0.8 1.8 16 7.33 7.31 96 66 30 0.01 32.1 3.9 12 16 2/ 0 2/ 0 0.21 6.117 11.3 1.2 2.34 3.4 1.0 2 0.09 0.09 17 0.76 1.18 0.9 1.7 17 7.42 7.32 102 72 30 0.02 29.7 6.8 13 17 2 / 0 2 / 0 0.21 6.218 11.6 1.0 2.53 3.5 1.0 2 0.10 0.11 18 0.76 1.04 0.9 1.7 18 7.43 7.33 98 70 28 0.02 32.1 4.4 12 18 2 / 0 2 / 0 0.21 6.619 12.0 1.1 2.63 3.7 1.0 2 0.09 0.09 19 0.82 1.07 0.9 1.7 19 7.31 7.27 98 68 30 0.02 31.3 4.9 13 19 2 / 0 2 / 0 0.21 7.320 12.1 1.0 2.63 3.6 1.1 2 0.08 0.08 20 0.72 1.06 0.8 1.8 20 7.33 7.34 102 72 30 0 31.3 5.8 13 20 2 / 0 2 / 0 0.20 6.221 12.1 1.1 2.73 3.8 1.4 2 0.08 0.08 21 0.91 1.11 0.7 1.8 21 7.33 7.27 102 74 28 0.02 31.3 5.9 13 21 2/ 0 2/ 0 6 0.21 6.022 11.8 1.2 2.72 3.8 1.5 2 0.10 0.11 22 0.94 1.10 0.8 1.8 22 7.29 7.32 98 72 26 0.02 31.3 4.9 13 22 2/ 0 2/ 0 0.21 5.423 11.7 1.2 2.67 3.8 1.8 2 0.10 0.11 23 0.88 1.05 1.0 1.9 23 7.31 7.38 102 70 32 0.02 31.3 5.9 12 23 2/ 0 2/ 0 0.21 5.724 11.5 1.2 2.73 3.8 2.0 2 0.08 0.09 24 0.75 1.05 1.0 1.8 24 7.31 7.32 98 70 28 0.02 30.5 5.3 13 24 2/ 0 2/ 0 0.21 5.925 11.2 1.0 2.66 3.8 2.0 2 0.07 0.07 25 0.85 1.03 1.0 1.9 25 7.43 7.27 100 74 26 0 30.5 5.8 13 25 2/ 0 2/ 0 0.21 6.426 11.3 1.1 2.58 3.8 2.0 2 0.08 0.09 26 0.92 1.04 1.0 1.8 26 7.38 7.30 102 70 32 0 31.3 5.8 12 26 2/ 0 2/ 0 0.21 5.527 11.6 1.2 2.54 3.7 2.0 2 0.10 0.13 27 0.68 1.06 1.0 1.8 27 7.38 7.25 98 68 30 0 28.1 6.8 13 27 2/ 0 2/ 0 0.21 6.028 11.5 1.1 2.58 3.5 2.0 2 0.09 0.09 28 0.85 1.05 1.0 1.8 28 7.39 7.34 98 72 26 0.01 31.3 4.9 13 28 2/ 0 2/ 0 <2 0.21 5.929 11.5 1.2 2.49 3.7 2.02 2 0.09 0.08 29 0.93 1.11 0.9 1.8 29 7.35 7.35 98 72 26 0.01 31.3 4.9 13 29 2/ 0 2/ 0 0.21 5.030 10.8 1.2 2.60 3.7 2.03 2 0.10 0.10 30 0.97 1.05 0.9 1.9 30 7.30 7.28 98 72 26 0.02 31.3 4.9 13 30 2/ 0 2/ 0 0.21 5.131 12.0 1.2 2.60 3.7 2.01 2 0.09 0.11 31 0.82 1.10 0.9 1.8 31 7.35 7.37 100 70 30 0.02 31.3 5.3 13 31 2 / 0 2 / 0 0.21 5.2

AVG 11.72 1.16 2.60 3.72 1.33 2 0.09 0.10 AVG 0.86 1.06 0.9 1.8 AVG7.36 7.31 99 70 29 0.01 31.1 5.2 13 AVG 0.21 6.2

MAX 12.13 1.40 2.73 3.90 2.03 2 0.11 0.13 MAX 0.99 1.18 1.4 1.9 MAX7.47 7.38 102 74 32 0.02 32.9 6.8 13.0 MAX 0.21 7.8

MIN 10.75 0.95 2.29 3.44 1.00 2 0.07 0.07 MIN 0.68 0.72 0.7 1.7 MIN 7.28 7.19 96 66 24 0.00 28.1 3.9 12.0 MIN 0.20 5.0

Tota 363.39

ROUTINE POSITIVE DISTRIBUTION SA

Date DateTimeTotal Coliform

Free Total

1 1.42 1.71 1.04 1.59 1.58 1.10 1.73 7 1 1.59 1.82 1.22 1.72 1.72 1.32 1.87 7

2 1.37 1.66 1.54 1.61 0.91 1.35 1.46 7 2 1.49 1.77 1.66 1.77 1.01 1.49 1.62 73 1.25 1.22 1.54 1.54 0.96 1.56 6 3 1.48 1.32 1.64 1.65 1.09 1.70 6

4 0 4 0

5 0 5 0

6 1.30 1.35 1.53 1.53 1.35 1.31 1.08 7 6 1.45 1.49 1.68 1.64 1.60 1.45 1.20 7

7 1.39 1.63 1.64 1.66 1.56 1.23 6 7 1.51 1.76 1.82 1.77 1.73 1.32 6

8 1.61 1.52 1.71 1.36 1.61 1.59 1.18 1.64 8 8 1.75 1.62 1.79 1.46 1.70 1.70 1.33 1.73 8

9 1.67 1.33 1.37 0.73 1.28 1.40 6 9 1.76 1.53 1.73 0.92 1.43 1.59 6

10 1.40 1.63 1.21 1.65 1.69 1.18 1.28 7 10 1.67 1.80 1.43 1.82 1.87 1.36 1.39 7

11 0 11 0

12 0 12 0 15413 1.38 1.26 1.53 1.59 1.65 1.38 1.23 7 13 1.53 1.41 1.80 1.76 1.82 1.53 1.37 7 100

14 1.44 1.71 1.72 1.73 1.39 1.40 6 14 1.60 1.82 1.85 1.83 1.56 1.52 6

15 1.47 1.71 1.25 1.66 1.62 1.04 1.61 7 15 1.68 1.82 1.47 1.75 1.74 1.19 1.88 7

16 1.42 1.55 1.65 1.67 0.76 1.42 1.49 7 16 1.64 1.77 1.80 1.80 0.89 1.54 1.61 7

17 1.36 1.25 1.41 1.50 0.81 1.46 6 17 1.50 1.38 1.70 1.70 0.97 1.58 6

18 0 18 0

19 0 19 0

20 1.38 1.28 1.53 1.43 1.64 1.28 1.38 7 20 1.50 1.41 1.68 1.65 1.77 1.53 1.52 7

21 1.46 1.72 1.49 1.63 1.76 1.36 6 21 1.62 1.88 1.64 1.85 1.99 1.48 6

22 1.47 1.65 1.32 1.69 1.60 1.19 1.65 7 22 1.65 1.85 1.50 1.83 1.73 1.37 1.91 7

23 1.51 1.30 1.46 0.70 1.23 1.50 6 23 1.79 1.47 1.62 0.93 1.50 1.66 6

24 1.43 1.64 1.02 1.62 1.61 1.14 1.55 7 24 1.57 1.77 1.23 1.76 1.76 1.28 1.68 7

25 0 25 0

26 0 26 0

27 1.36 1.68 1.58 1.56 1.56 1.30 1.19 7 27 1.48 1.82 1.73 1.67 1.69 1.44 1.37 7

28 1.41 1.58 1.67 1.71 1.39 1.31 6 28 1.57 1.81 1.85 1.82 1.57 1.41 6

29 1.48 1.58 1.07 1.63 1.63 1.16 1.57 7 29 1.65 1.81 1.22 1.78 1.72 1.28 1.70 7

30 1.43 1.64 1.49 1.67 0.74 1.30 1.52 7 30 1.57 1.77 1.59 1.82 0.84 1.43 1.62 7

31 1.33 1.59 1.55 1.44 0.85 1.45 1.31 7 31 1.44 1.81 1.72 1.66 1.06 1.60 1.57 7e

# of Sampl

es

Plant Tap

19 20 21

Raw

Avg.

Iron mg/L

# of Sample

s

19 20 2112 13 14 189 10

Turbidity, NTU units

13 14 24 815 22 23 CS4

Mar-17Number

of

Total number of positive routine samples: Total Coliform: 0

Monitoring Station

22Total

ColiformE.coli

BacteriaRetest of Station,

Upstream & DownstreamE.coli

Bacteria

Phosphate as PO4

(mg/L)

Monthly Cl2 Avg. 1.43

Raw Tap

NonCarbonate Hardness as CaCO3 mg/l

Chloride as Cl - mg/l

Raw

Calcium Ca2+ mg/l

Total Samples 154

Monthly Cl2 Avg.

Total Samples

Total Chlorine Residual at Bacteriological Montioring Stations mg/l

76

1.59

154

6

Distribution System Monitoring WSSN 2310 Mar-17

D A T E

Total Coliform Standard Plate Count

Sta II

Conductivity (mS)

81

WSSN 2310 #####

2 3 4

Distribution System Monitoring

2315 16 17

D A T E

Tap Raw

Temp

deg.CDort 3MG

WellLab Tap

Raw

ColorMagnesium as Mg2+

mg/lPlant Tap

Raw TapFree

D A T E

pH

Tap Raw

Total Million Gallons

Purchased

Phosphate applied

as PO4

(mg/L)

Chlorine App. Mg/l

Chlorine

App. Mg/l

Chlorine (prior

to filtration) mg/L

OCl-

Post Chlorine mg/LMax

Phosphate as PO4

(mg/L)

25% Caustic

Soda (mg/l) Avg

.

Fluoridation & Chlorination WSSN 2310 Mar-17 Chemical Analyses WSSN 2310Mar-17 Mar-17 WSSN 2310 Mar-17

D A T E

D A T E

Fluoride Analyses mg/l

Max

Fluoride

Applied F- mg/l Tap

Tap

Free Free Free Tap

Chlorine Residual mg/l

Tap Raw TapRaw TapCSII

Total Hardness as

CaCO3 mg/l

Total Alkalinity

as CaCO3 mg/l

Raw

Odor

D A T E CS

Free Chlorine Residual at Bacteriological Montioring Stations mg/l

10

Tap

17 18WR** 12

Tap

1697

Raw

25 25241 2 3

Number of

Samples

WR**

number of routine distribution samples analnumber of routine distribution samples req

E.coli Bacteria: 0 Chlorine Residual

Sample Location

Sample Point Name & Address

Sample Date Tech TimeTemperature

(°C)Conductivity

(mS)pH

(su)Total Alkalinity (mg/L CaCO3)

Calcium (mg/L Ca2+)

Phosphate (mg/L PO4)

#1Arby's

3742 Davison Rd.Mar. 01 SB/CW 1044 15.9 0.20 7.50 82 36.1 3.99

#2Rite Aid

2838 Court St 48506Mar. 01 SB/CW 1105 10.3 0.17 7.28 74 34.5 3.52

#3 Liquor Palace 3302

S. Dort HwyMar. 01 SB/CW 1120 14.3 0.19 7.28 72 35.3 3.50

#4Taco Bell

3606 Corunna Rd.Mar. 01 SB/CW 1145 9.6 0.18 7.34 74 36.1 3.58

#5University Market 2501 Flushing Rd.

Mar. 01 SB/CW 1200 7.8 0.18 7.30 72 35.3 3.46

#6Salem Housing 3216 MLK Blvd.

Mar. 01 SB/CW 949 12.1 0.19 7.30 74 32.1 3.29

#7

Rite‐Aid 5018 Clio Rd.

48504Mar. 01 SB/CW 1220 9.7 0.17 7.31 76 32.9 3.59

#8

N. Flint Automotive 6204 N. Saginaw

StMar. 01 SB/CW 1240 14.0 0.19 7.25 74 36.1 3.53

CSCedar Street Pump Station

Mar. 01 SB/CW 913 7.8 0.22 7.22 74 32.9 3.42

WSWest Side

Pump StationMar. 01 SB/CW 932 5.8 0.19 7.31 75 32.9 3.63

#1A

Grandma's Recipe 3538 Richfield Rd.

48506Mar. 10 SB 1155 10.4 0.19 7.33 72 35.3 3.33

#2A

Quizzno's 3818 E. Court St.

48506Mar. 10 SB 1013 15.4 0.22 7.29 72 34.5 3.55

Quarterly Water Quality Monitoring

P A R A M E T E R S A N D R E S U L T SS A M P L E S I T E I D E N T I F I C A T I O N