WQCS00126_Renewal (Application)_20240423

C�itu of Hamlet
April 17, 2024
NCDEQ-DWR
Water Quality Permitting Section
MUNICIPAL PERMITTING UNIT
1617 Mail Service Center
Raleigh, NC 27699-1617
REuEIVED
APR 2 3 2024
NCDEQ/DWR/NPDES
The enclosed application is for the renewal of the City of Hamlet's Wastewater Collection
System Permit. Enclosed in the permit application package are the following items:
• Application
• Pump Station List
• High Priority Lines List
• Annual Budget for Collection System
• Capital Improvement Plan
• Response Action Plant
• Contingency Plan
• Comprehensive Collection System Map
If you should require any additional information or documentation, please do not hesitate to
contact The City of Hamlet.
Sincerely,
Robert Shoe
P.O. BOX 1229 9 HAMLET, NORTH CAROLINA 28345 9 [phone]

I. APPLICANT INFORMATION:
1. Applicant's name (Municipality, Public Utility, etc): City of Hamlet
2. Facility Information: Name: City of Hamlet Collection System 3
Permit No.: WQCS00 126
3. Applicant type: ® Municipal ElState El Privately -Owned Public Utility
❑County El Other:
15A NCAC 02T
RECEIVED
4. Signature authority's name: Matthew Christian per .0106(b)
Title: City Manager
APR 2 3 2024
5. Applicant's mailing address: P.O. Box 1229
City: Hamlet State: NC Zip: 28345-
6. Applicant's contact information:
NCDEQ/DWR/N PDES
Phone number: [phone] Fax number: [phone] Email address: mchristianna,hamletnc.us
II. CONTACT/CONSULTANT INFORMATION:
l . Contact Name: Robert Shoe
2. Title/Affiliation:ORC
3. Contact's mailing address: 157 Devos Drive
4. City: Rockingham State: NC Zip: 28379-7475
5. Contact's information:
Phone number: [phone] Fax number: (__) = Email address: [e-mail]
III. GENERAL REQUIREMENTS:
1. New Permit or Premit Renewal? ❑ New ® Renewal
2. County System is located in: Richmond County
3. Owner & Name of Wastewater Treatment Facility(ies) receiving wastewater from this collection system:
Owner(s) & Name(s): City of Hamlet Waste Water Treatment Plant
4. W WTF Permit Number(s): NCO047562
5. What is the wastewater type? 93 % Domestic or 7 % Industrial (See 15A NCAC 02T .0103(20))
L-i Is there a Pretreatment Program in effect? ❑ Yes or ® No
6. Wastewater flow:.571 MGD (Current average flow of wastewater generated by collection system)
7. Combined permitted flow of all treatment plants: 1 MGD
8. Explain how the wastewater flow was determined: ❑ 15A NCAC 02T .01 14 or ® Representative Data
9. Population served by the collection system: 3300
IV. COLLECTION SYSTEM INFORMATION:
1. Line Lengths for Collection System:
Sewer Line Description
Length
Gravity Sewer
6.5 miles
Force Main
5.5 miles
Vacuum Sewer
0 miles
Pressure Sewer
0 miles
APPLICATION CSA 04-16 Page 3 of 5

2. Pump Stations for Collection System:
Pump Station Type
Number
Simplex Pump Stations(Serving Single Building)
0
Simplex Pump Stations(Serving Multiple Buildings)
0
Duplex Pump Stations
8
3. Submit a list of all major (i.e. not simplex pump station serving a single family home) pump stations. Include the following
information:
➢ Pump Station Name
➢ Physical Location
➢ Alarm Type (i.e. audible, visual, telemetry, SCADA)
➢ Pump Reliability (Can convey peak hourly wastewater flow with largest single pump out of service)
➢ Reliability Source (permanent/portable generator, portable pumps)
➢ Capacity of Station (Pump Station Capacity in GPM)
4. Submit a list of all high priority lines according per 15A NCAC 02T .0402(2) known to exist in the collection system. Head
the list with "Attachment A for Condition V(4)" and include the system name.
➢ Use the same line identification regularly used by the applicant
➢ Indicate type of high priority line (i.e. aerial), material and general location
V. COLLECTION SYSTEM ADMINISTRATION:
1. Provide a brief description of the organizational structure that is responsible for management, operation and maintenance of
the collection system.
Organizational Chart is Enclosed
2. Indicate the current designated collection system operators for the collection system per 15A NCAC 08G.0201
Main ORC Name: Robert Carlton Shoe Jr
Certification Number: 1009322
Back -Up ORC Name: Jefferson E. Billingsley
Certification Number: 998684
See the "WQCS Contacts and ORC R 1,ort" for a current listing of the ORC(s) the Division has on file for WQCS permit
3. Approximate annual budget for collection system only: S 465,600
4. Submit a copy of your current annual budget.
5. Approximate capital improvement budge for the collection system only: $
6. Submit a copy of your current capital improvement plan.
7. Is this collection system currently a satellite system ❑ Yes or ® No
8. Do any satellite systems discharge to this collection system ❑ Yes or ® No (If yes complete table below)
Satellite System Contact Information(Name, Address, Phone Number
Complete for Satellite Systems that have a flow or capacity greater than 200,000 GPD (Average daily flow)
9. List any agreements or ordinances currently in place to address flows from satellite systems:
APPLICATION CSA 04-16 Page 4 of 5

VI. COLLECTION SYSTEM COMPLIANCE:
1. Is a Response Action Plan currently in place ® Yes or ❑ No
2. If Yes, submit a copy of the Response Action Plan or see table 6 below.
3. Is a pump station contingency plan currently in place? ® Yes or ❑ No
4. If Yes, submit a copy of the pump station contingency plan or see table 6 below.
5. Is a comprehensive collection system map currently in place? ® Yes or ❑ No
6. Submit a submit a copy of the collection system map (CD or hardcopy) or indicate a schedule for completion
7. Thoroughly read and review the System -Wide Collection System Permit Conditions. Typically compliance schedules
are only offered to NEW permit applicants and NOT permit renewals. Any compliance dates must be included within
the permit prior to issuance or the permit holder will be found in violation upon inspection.
Permit Condition
Current
Compliance?
If no, Indicate a
Compliance
Date
Typical
Compliance
Schedule
I(4) — Grease ordinance with legal authority to inspect/enforce
❑ Yes ❑ No
12 — 18 mo.
I(5) — Grease inspection and enforcement program
❑ Yes ❑ No
12 — 18 mo.
1(6) — Three to five year current Capital Improvement Plan.
❑ Yes ❑ No
12 — 18 mo.
I(8) — Pump station contingency plan
❑ Yes ❑ No
3 mo.
I(9) — Pump station identification signs.
❑ Yes ❑ No
3 mo.
I(11) — Functional and conspicuous audible and visual alarms.
❑ Yes ❑ No
3 — 6 mo.
II(5) — Spare pumps for any station where one pump cannot
handle peak flows alone (in a duplex station, the 2°1 pump is
the spare if pump reliability is met).
❑ Yes ❑ No
6 — 9 mo.
II(7) — Accessible right-of-ways and easements.
❑ Yes ❑ No
6 — 12 mo.
II(9) — Response action plan with Items 9 (a — h).
❑ Yes ❑ No
3 mo.
III(3) — Comprehensive collection system map
❑ Yes ❑ No
10% per year
For conditions not listed, compliance dates are not typically offered. List any permit conditions that may be difficult for the
applicant to meet (attach clarification if needed):
VII. APPLICANT'S CERTIFICATION per 15A NCAC 02T .0106(b):
I, Matthew Christian, City Manager attest that this application for the City of Hamlet
(Signature Authority's Name & Title from Item I.4)
(Facility name from Item I.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed
$10,000 as well as civil vertalties up to $25,000 per violation. ,/
Signature:A4� Date: `1 ��' ��
APPLICATION CSA 04-16 Page 5 of 5

PUMPING STATIONS
1. HIGHWAY 177 SOUTH PUMP STATION
(These pump stations are reliable and equipped with (2) pumps each that
alternate. Each station has a low inflow — 6 years old —identical — installed at the
same time- no generator
2. WALL'S TRAILER PARK PUMP STATIONS
Reliable -equipped with (2) pumps that are equal and rotate- can operate with either
pump down, also (1) 75 HP spare pump. New Cummings Generator on sight.
3. HIGHLAND PINES PUMP STATION
Equipped with (2) pumps — both can be rotated to maintenance pump- generator on
sight , also (1) 15 HP spare pump.
4. HAMLET MIDDLE SCHOOL PUMP STATION
Reliable — This is a new station with (2) pumps that rotate- both pumps are equal in
GPM -low flow — could operate with (1) pump down during repair — (1) year old
5. HIGHWAY 38 SOUTH PUMP STATION
New station — has not yet been put into service — has (2) pumps — generator on sight
6. HIGHWAY 177 NORTH PUMP STATION- DOBBINS HEIGHTS
These pumps were both replaced approximately (2) years ago with new pumps -
Station is reliable.
7. WALL ST.
(7) years old —These pumps are reliable and equipped with (2) pumps each that
alternate. Each station has a low inflow.
8. WARE ST.
(7) years old —These pumps are reliable and equipped with (2) pumps each that
alternate. Each station has a low inflow.
(The City also owns a Vac truck with a hard suction pump mounted.)
(*All (8) stations are equipped with telemetry that sounds alarms at Water Plant)

City of Hamlet
High Priority Lines
Wall's Trailer Park
Hwy 74 West to Charlotte St.
8" PVC Force Main 8" PVC Gravity Main
Fair Condition
Sewer Plant
Main St. to Freeman Mill Rd.
24" Concrete
Good Condition
Richmond Pines
(Healthcare and Rehabilitation Center)
Freeman Mill Rd. to Cheraw Rd.
8" PVC Gravity Main
Good Condition

City of Hamlet
4/12/2024 11:24:10 AM
Period Ending 4/12/2024
30 Enterprise
Description
Budget Enc
30-840-1020 WASTE COLL. SALARY
191,000
30-840-1050 WASTE COLL FICA
14,700
30-840-1060 WASTE COL INSUR
31,000
30-840-1070 WASTE COL RETIREMENT
24,700
30-840-2130 WASTE COL UTILITIES
27,500
30-840-2140 TRAVEL & TRAINING
1,500
30-840-2160 WASTE COL M&R-EQUIP.
18,000
30-840-2170 WASTE COLL M&R TRUCKS
8,000
30-840-2180 WASTE COL MAINT OF MA
21,000
30-840-2185 RAISE MANHOLES
1,800
30-840-3040 PROFESSIONAL SERVICES
25,000
30-840-3360 WASTE COL UNIFORMS
1,200
30-840-4310 WASTE COL FUEL,&OIL
6,000
30-840-4330 WASTE COL SUP&MAT
5,700
30-840-5740 WASTE COLL CAPITAL
88,500
OUTLAY
WASTE COLLECTIONS Totals: 465,600

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
This section details the Capital Improvement Plan (CIP) that is an outgrowth of this Asset Management
Plan process. While the City currently has a CIP, the breadth and depth of the asset inventory and
assessment completed in 2016 better informs the City of its capital needs.
This Capital Improvement Plan (CIP) provides for the scheduling, financing, and implementing of future
capital projects over a 10-year horizon. It allows the City decision makers- the City Board of
Commissioners - to think over a longer, multi -year period, allowing costs to be spread over a number of
years so the no one budget year is overburdened. For the purposes of this CIP, the first five (S) years
address capital improvements for sewer assets determined to be in either "Poor" condition or having
reached the end of their useful life. Specific cost estimates are provided for capital project within this time
frame.
8.1 Introduction
The City of Hamlet is located in Richmond County in the western most reaches of southeastern North
Carolina along the South Carolina Line. (See Figure 8.1.) The City is easily accessed on U.S. Highways 1 and
74. Neighboring counties include Scotland, Hoke, Moore, Montgomery and Anson in North Carolina and
Marlboro County in South Carolina.
Figure 8.1. - County Location Map
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`• rW�st Virginia. Ma(ona
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I South Carolina'
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i
-Mwido ,
Source: World Atlas
The City has historically been a railroad hub on the east coast with significant infrastructure investment by
the Seaboard Railroad Company. Significant industrial growth in textiles and warehouse infrastructure
investment took place over the 201h century. Like most communities in this region, Hamlet is adjusting to
the loss of much of this industry.
The City's original collection system was constructed in the early 1900's and consisted of the lines in the
downtown district and adjacent neighborhoods. These pipes were, and many still are, of vitrified clay
material with brick manholes. Additions and alterations to the collection system appear to have begun in
the 1950's and extend until present day.
30

8.2 What is a Capital Improvement Project vs. a Rehab Project?
As defined by the CUPSS software, a capital improvement project creates a new asset that previously did
not exist. It can also provide an upgrade or improvement of an existing asset's capacity. Projects can
result from environmental, growth, or regulatory requirements, including the following:
• Installation of a new asset or improvements to an existing asset to meet federal and/or state
regulatory mandates (i.e.; increased/tightened NPDES limits)
• Installation of a new asset or improvements to an existing asset that increases the original
design capacity
• Upgrades that increase the capacity of an asset
• Construction designed to produce an improvement in the standard operation of an asset
beyond present capacity
Capital improvement projects are not exclusive to the creation of a new asset. This CIP identifies capital
projects that involve the rehabilitation or replacement of an existing asset. Rehabilitation/replacement
planning provides the best opportunities for capital cost savings. By rehabilitating or replacing sewer
assets, the City can automatically avoid costs such as emergency contractor fees, staff overtime,
unplanned repairs, and cleanup costs. Additional cost savings can be achieved through the coordination
of sewer projects with other construction projects, replacing longer segments, and phasing
improvements over a period of years.
Rehabilitation/replacement expenditures are directed towards capital projects that do not increase an
existing sewer asset's design capacity, but restores or enhances its original design capacity and/or
function. Sewer improvements that require more than simply restoring a sewer asset to its original
capacity are classified as a replacement project. Such projects include the following:
• Improvements/upgrades that enhance an asset's performance, but do not increase its capacity
such as the installation of a SCADA system;
• Improvements that replace and/or realign/relocate an existing asset, restoring it to a "Like new"
condition such as the replacement of old gravity sewer lines.
8.3 Total Capital Need at 5 and 10-Year Marks
If the City were to grapple with all suggested capital projects noted in the first five years of the CIP, the
City would need to invest $17,210,215. In years 6-10, that total is $2,030,400 for a total 10-year need of
$19,240,615 as shown in the table below.
r-L! , 0_17 c.,,o -"d ro.,-vonr rnnitni /mnrnvement Needs
Amount Years 1-5
2016-2020
Amount Years 6-10
2021-2025
Total
Capital Need
$17,210,215
$2,030,400
$19,240,615
Please note that any asset which has aged beyond its estimated useful life or service life shows in the
2016 or 2017 capital improvement year. Based upon the significant number of assets in service beyond
their expected useful life, the total for the first five years is significant. We suggest that a logical next
step would be further evaluations of the "Critical Need" and high dollar value collection system
equipment needs and treatment process replacements needs.
31

SWIM .. a �►.: r.: ,�_:_.: _. _ _�,I
8.4 Collection System CIP Priority Needs
Priority projects for the City's collection system include the rehab or some and replacement of other,
priority lift stations, manhole rehab and rehab or replacement of the collection lines. The fact that the City
operates with such a significant amount of clay pipe ( 42 percent of the total line inventory) is likely a
major cause of the City's ongoing Inflow and Infiltration problems. Based on the evaluation of the
collection system assets, a listing of priority projects follows.
Priority projects for the City include:
1. Lift Station Rehab or Replacement: The City should immediately conduct further evaluations on
each of the nine lift stations, concentrating on the seven which are now active. The result of these
evaluations should be both a short-term and a long-term program for lift station component
replacements. Further evaluation is needed on the electrical panels and pumps and these
evaluations are needed by a licensed electrician. The Wall's Trailer Park pump station (#1) is the
central collection point for the majority of flow and it is essential to the City to maintain this
station is prime working condition. Town staff has worked diligently to maintain this station in
working order including the upgrade of one pump in 2011 (the other dates to 1993). However,
the structure dates to 1993 and has served past its useful life. Pump Station #2, Highland Pines, is
the second most important lift station in the system. It is newer — 2008 — but is stressed by I&I
which is impacting the pumps.. The Capital Improvement Plan includes project to address "Critical
Needs" for 7 of the 9 stations as shown below:
a. Lift Station #1:
Electrical Controls and Motors— Structure —Miscellaneous Fixtures
includes guiderails, lift chains, hoist (if applicable), hood for control panel, etc.)
b. Lift Station #2:
Electrical Controls and Motors — Pumps — Structure - Miscellaneous
Fixtures.
c. Lift Station #3:
Electrical Controls
d. Lift Station #4:
Electrical Controls
e. Lift Station #S:
Electrical Controls
f. Lift Station #6:
Electrical Controls
g. Lift Station #7:
Electrical Controls — Pumps
h. Lift Station #8:
Inactive
i. Lift Station #9:
Inactive
2. Replacement of Vitrified Clay Collection Lines: Due to the amount of line inventory in vitrified
clay (42%), the City will need to develop a long-term strategy for replacement of this inventory.
This entire pipe inventory is aged well beyond its useful service life. In order to develop a planned
strategy for replacement, further evaluation of the amount of I&I is needed. We suggest that the
next logical projects include video of lines and flow monitoring. Specific areas of concern based on
work orders include:
a. Main Street Area. 6", 8", 10", 12", 15", 16" and 24" VC pipe
b. Cheraw Road. 8" VC pipe.
c. Easement from Main St. to Freeman Mill Road. 24" VC
d. Downtown neighborhoods. 6", 8", 10", 12", and 15" VC pipe
32

CITY OF HAMLET WASTBWATERASSET MANAGEMENT PLAN
3. Replacement of Brick and Block Manholes: The City estimates an inventory of 253 brick
manholes and 193 block manholes many co -located with VC pipe. Manholes in the areas targeted
above require further evaluation to confirm replacement need.
4. Replacement of 2" and 4" force mains: There are an estimated 8,000 linear feet of 2" and 4"
force mains in the system which need to be upgraded to the minimum force main diameter.
8.5 Wastewater Treatment CIP Priority Needs
The City's wastewater treatment plant located south of town along Highway 74. The plant dates to 1984.
Many of the plant assets are original to this date and have been in operation beyond their useful service
life. The plant was constructed to handle 1.0 million gallons per day. Average daily flow in the last 12
months averages .600 MGD or about 60 percent of rated plant capacity. The plant was designed to handle
the flow of industries which are no longer in City.
Managing the biological process at the plant is a continual challenge. Priority projects for the City's
wastewater treatment plant include:
1. Electrical/Motor Control Center: The WWTP Motor Control Center is original to the plant
(circa 1984). The center has served well beyond its useful life and needs to be assessed for
rehab or replacement.
2. Standby Generator: The standby generator at the WWTP is an old mobile generator
purchased for use on the lift stations which has been placed in permanent service as the
backup power generator for the plant. It is undersized and aged beyond its useful life and
must be replaced.
3. Chlorine Disinfection Equipment: Rehab or replacement of the existing chlorine disinfection
equipment is needed. While the asset is operating in good condition today, it is at the end of
its useful life and is an essential component to meeting the NDPES limits.
4. WWTP Operations Building and Chemical Feed Building: Both structures were built in 1984
and are near the end of their useful lives. The Operations Building houses equipment essential
to the operation of the plant and cannot be at risk of failure. The Chemical Feed Building is
essential to the quality of effluent produced by the plant
5. Headworks Equipment including the Grit Removal System: The Headworks at the plant
including the influent pumps stations, mechanical bar screen (inoperable and requires manual
maintenance) and grit removal are original to the plant. The pump stations have served well
beyond their useful life and needs to be assessed for rehab or replacement. The bar screen is
inoperable and requires manual cleaning. This screen and the grit removal system, while
maintained, have served well beyond their useful lives and needs further assessment to
determine rehab or replacement needs.
6. Sludge Management Equipment: The return sludge pumps and building are aged beyond
useful lives.
33

8.6 Summary of All Wastewater CIP Needs
A summary of the known capital needs for the sewer system for the next 10 years are presented in Table 8-
1 below. Due the high aggregate dollar amount of capital improvements needed — over $19 million in a
ten-year period — several of the critical assets have been selected for further assessment to refine needs
and the associated capital costs. Therefore, there are two tables — one for assessments needed and one
for estimated capital needs.
Figure 8-3. Hamlet Wastewater System Assessments
Type.
TotalASSESSMENTS
Project
Support of
Assess Motor Control Center for Upgrade or
$2,500 Preventive 2017
Replacement. Maintenance
Support of
Assess standby generator for replacement. Plant
$100
Preventive
2017
needs permanent generator adequately sized.
Maintenance
Assess Chlorine Contact Equipment for
Support of
replacement. Equipment has aged beyond its
$500
Preventive
2017
useful life.
Maintenance
Assess Operations Building for rehab needs or
Support of
replacement. It is in fair condition and aged
$500
Preventive
2017
beyond its useful life; houses critical equipment.
Maintenance
Assess Headworks Equipment and structure for
Support of
rehab needs or replacement. Equip has aged
$1,000
Preventive
2017
beyond useful life.
Maintenance
Support of
Assess electrical and motor controls on all lift
$3,500
Preventive
2017
stations for repair or replacement.
Maintenance
Support of
Assess all pumps at lift stations for repair or
$3,500
Preventive
2017
replacement.
Maintenance
Assess all lift station wet wells for cracks, wear and
Support of
tear, etc.; assess miscellaneous equipment
$3,500
Preventative
2017
(guiderails, hoists, covers, etc) for proper
Maintenance
functioning and rehab or replacement needs.
Support of
Assess Chemical Feed Building for rehab needs or
$1,000
Preventive
2017
replacement.
Maintenance
34

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
Support of
Assess Chlorine Contact Chamber for rehab needs $1,000 Preventive 2017
or replacement. Maintenance
Assess City's sewer collection system lines for
strategic rehab or replacement. Conduct flow Support of
monitoring on suspected critical areas. Develop a $150,000 Preventive 2017
planned multi -year program of addressing the Maintenance
collection system line needs.
TOTAL FOR ASSESSMENTS $ 167,100 $ 167,100
Figure 8-4. Hamlet Wastewater System Capital Improvement Needs
.• of Capital Yearto 5-Year and 10-Year�
TotalCapital Improvement Project Total Cost improvement Conduct
Project
WWTP Elec/Motor Control Center $500,000 Rehab/Replace 2016
PS#1- Electrical Controls
$15,000
Rehab/Replace
2016
PS#2 - Pump #1
$8,000
Rehab/Replace
2016
PS#2 - Pump #2
$8,000
Rehab/Replace
2016
PS#3 - Electrical Controls
$15,000
Rehab/Replace
2016
PS#7 - Pump #1
$3,500
Rehab/Replace
2016
PS#7 - Pump #2
$3,500
Rehab/Replace
2016
PS#7 - Electrical Controls
$10,000
Rehab/Replace
2016
$563,000
WWTP Digester Equipment
$485,100
Rehab/Replace
2017
WWTP Laboratory Equip/polymer
feed/computer eq.
$96,800
Rehab/Replace
2017
WWTP Headworks Equip. including
bar screen and Grit Removal System
$296,780
Rehab/Replace
2017
WWTP Sludge Drying Beds
$96,360
Rehab/Replace
2017
WWTP Clarifier 41- equipment
$127,600
Rehab/Replace
2017
WWTP Clarifier #2 - equipment
$127,600
Rehab/Replace
2017
WWTP Floating Aerator #1- 25HP
Motor
$28,100
Rehab/Replace
2017
WWTP Floating Aerator #5 - 50 HP
Motor
$35,000
Rehab/Replace
2017
WWTP Return Sludge Pump #1
$40,000
Rehab/Replace
2017
WWTP Return Sludge Pump #2
$45,000
Rehab/Replace
2017
WWTP Standby Generator
$75,000
Rehab/Replace
2017
PS#2 - Electrical Controls
$15,000
Rehab/Replace
2017
PS#2 - Misc Fixtures
$5,000
Rehab/Replace
2017
PS#3 - Misc Fixtures
$b,000
Rehab/Replace
2017
PS#3 - Fence and Lock
$5,000
Rehab/Replace
2017
PS#7 - Misc Fixtures
$6,000
Rehab/Replace
2017
35

-M • ems.;-;:-«�_ - -- ---- -
Type of Capital
.
Capital Improvement Project Total Cost Improvement Conduct Total by Year
Project
6" Clay Sewer Line - Poor Condition $436,170 Rehab/Replace 2017
and 1
CIP Totals
S" Clay Sewer Line - Poor Condition
S5,223,240
Rehab/Replace
2017
Clay 10" Sewer Line - Poor Condition
$701,635
Rehab/Replace
2017
Clay 12" Sewer Line- Poor Condition
$67,380
Rehab/Replace
2017
Clay 15" Sewer Line - Poor Condition
$65,240
Rehab/Replace
2017
Clay 16" Sewer Line - Poor Condition
$94,780
Rehab/Replace
2017
Clay 21" Sewer Line - Poor Condition
$25,670
Rehab/Replace
2017
Clay 24" Sewer Line - Poor Condition
$1,043,005
Rehab/Replace
2017
PVC 2" Sewer Line - Poor Condition
$11,600
Rehab/Replace
2017
PVC 6" Sewer Line - Poor Condition
$68,920
Rehab/Replace
2017
PVC 8" Sewer Line - Good Condition
$5,453,800
Rehab/Replace
2017
WWTP Floating Aerator #2 - 25HP
$28,100
Rehab/Replace
2017
WWTP Floating Aerator #3 - 25 HP
$28,100
Rehab/Replace
2017
WWTP Floating Aerator #4 - 25 HP
$28,100
Rehab/Replace
2017
WWTP - Clarifier #3 - equipment
$143,000
Rehab/Replace
2017
WWTP - Motors and Controls for
Return Sludge Pumps
$20,600
Rehab/Replace
2017
WWTP Chlorine Contact Equipment
$18,700
Rehab/Replace
2017
WWTP CHemical Feed Bldg
Equipment
$45,100
Rehab/Replace
2017
WWTP Influent Pump Station Eq
Other than Pumps
$64,700
Rehab/Replace
2017
$15,058,180
PS#5 - Pump #1
$3,500
Rehab/Replace
2018
PS#5 - Pump #2
$3,500
Rehab/Replace
2018
PS#5 - Electrical Controls
$10,000
Rehab/Replace
2018
PS#6 - Pump #1
$3,500
Rehab/Replace
2018
PS#6 - Pump #2
$3,500
Rehab/Replace
2018
PS#6 - Electrical Controls
$10,000
Rehab/Replace
2018
PS#8 - Pump #1
$3,500
Rehab/Replace
2018
PS#8 - Pump #2
$3,500
Rehab/Replace
2018
PS#8 - Electrical Controls
$10,000
Rehab/Replace
2018
PS#9 - Pump #1
$3,500
Rehab/Replace
2018
PS#9 - Pump #2
$3,500
Rehab/Replace
2018
PS#9 - Electrical Controls
$10,000
Rehab/Replace
2018
PS#9 - Misc Fixtures
$8,000
Rehab/Replace
2018
$76,000
PS#1- Pump #1
$23,000
Rehab/Replace
2019
$23,000
PS#1- Misc Fixtures
$8,500
Rehab/Replace
2020
AC 8" Sewer Line- Fair Condition
$136,880
Rehab/Replace
2020
AC 24" Sewer Line - Fair Condition
$54,290
Rehab/Replace
2020
PVC 8" Sewer Line - Fair Condition
$530,600
Rehab/Replace
2020
$730,270
36

CITY OF HAM I,ET WASTEWATER ASSET MANAGEMENT PLAN
.• of Capital
ImprovementCapital Improvement Project Total Cost
Project Conduct CIP Totals
WWTP Operations Building $434,060 Rehab/Replace 2021
WWTP Influent Pump Station Bldg.
$66,600
Rehab/Replace
2021
WWTP Return Sludge Building
$68,600
Rehab/Replace
2021
PS#3 - Pump #2
$4,500
Rehab/Replace
2021
PS#4 - Pump #1
$3,500
Rehab/Replace
2021
PS#4 - Pump 42
$3,500
Rehab/Replace
2021
PS#4 - Electrical Controls
$10,000
Rehab/Replace
2021
WWTP Storage Bldg (Old Sludge PS)
$50,O5O
Rehab/Replace
2021
WWTP Chemical Feed Building
$64,680
Rehab/Replace
2021
$705,490
$ 17,155,940.00
WWTP Influent Pump #1
$80,000
Rehab/Replace
2023
WWTP Influent Pump #2
$80,000
Rehab/Replace
2023
Pump Station Telemetry System
$65,000
Rehab/Replace
2023
WWTP Influent Pump #3
$80,000
Rehab/Replace
2023
$305,000
WWTP Clarifier #1- basin
$212,300
Rehab/Replace
2024
WWTP Clarifier #2 - basin
$212,300
Rehab/Replace
2024
WWTP Digester Basin
$1,295,800
Rehab/Replace
2024
$1,720,400
PS#1 - Fence and Lock
$5,000
Rehab/Replace
2025
$5,000
$ 2,030,400.00
Total Over 10-Year Period
$ 19,186,340.00
37

r�7
eTvLLr
The City of Hamlet uses an Increasing; Block rate structure through which the charges for consumption
are marginally higher the more water is consumed and sewer generated. The City put this rate structure
in place in 2009. This is also the last year that the City has made a rate increase.
9.1 Comparison to Statewide Charges for Wastewater (Sewer)
In North Carolina, the Environmental Finance Center (EFC) at the University of North Carolina at Chapel
Hill produces a number of annual statewide assessments on water and sewer rates and sustainable
practices. The EFC has tremendous participation by systems in the state and collects rates covering 95
percent of the customers statewide. The annual report released in February 2016 (the most recent
report) relies on reported information from the state's local systems for rates in place January 2016. is
shown below, Hamlet's current monthly charge for sewer (these rates also cover commercial users) is
already at 107% of the state median or more than the charge for 5,000 gallons in half of the systems in
the state.
Figure 9-1 Comparison of Rates to State Median Rates
FY16 Residential Rates - Inside Town
HAMLET
STATE
Monthly Amount
Median Monthly
Charged for 5,000
Amount Charged for
Hamlet as percent of State
Gallons
5,000 Gallons
median rates
WATER
Base Rate (2,500 gallons)
$ 21.00
Increasing Block Charge ($1.40 per
1000 gallons)
$ 3.50
Total Water Charge
'S a.J"
si::
$ 24.50
,yRt`.
,y'"?S, r T
$ 32.00
K, i. ' �'XJ4.
77%
.'7f3X.' a't'nv L 9•`' Y 1.
Base Rate (2,50o gallons)
$ 16.00
Uniform Charge ($2.50 per 1,000
gallons)
$ 6.25
Total Sewer Charge
$ 22.25
1 $ 39.18
57%
(Sources: Town of Hamlet and UNC-
EFC)
9.2 Comparison of Fair Share and Affordability
A second widely used measure of the rates within a jurisdiction is the percent those rates represent of
the Median Household Income (MHI) of the area. Most grant and loan agencies financing water and
38

sewer improvements will calculate this percentage and use it to determine if the jurisdiction is charging
their customers their "fair share". Currently, the State of North Carolina/Environmental Protection
Agency and the United States Department of Agriculture — Rural Development, two of the largest funders
of infrastructure, recommend that water and sewer charges account for 2% to 3% of the area's Median
Household Income. Percentages above this are viewed as less affordable to customers. The rates in
Hamlet are currently .81% - less than 1 percent - of the MHI. Table 9.2, below, shows these rates and
measures for the past three fiscal year periods. This signals that they not in keeping with the required
levels for funding at the State or Federal levels in loans or grants.
Figure 9-2. Sewer Rates Affordability
RATES FY 2013-2014 FY2014-2015 FY2015-2016
Charge for 5,000 gallons per month $ 24.50 $ 24.50 $ 24.50
FY 2016-2017
$ 24.50
Percentage Rate Increase Per Year
0%
0%
0%
0%
Median Household Income 2
$ 33,379
$ 35,252
$ 36,195
$ 36,195
Charge for 5000 gallons as percent of
Median Household Income
0.88%
1 0.83%
1 0.81%
0.81%
The Environmental Finance Center (EFC) Rates Dashboard (below) for Hamlet also illustrates this current
lack of affordability of the sewer rates for the resident population.
Figure 9-3. UNC Wastewater Dashboard
Tt JTNC NC Water and Wastewater Rates Dashboard ��
�Idl "` ' Rates as of January 2016:
y HIM(1tll 1I 1L
wvtncl ttvttri last updated: March 30, 2016 �..•.^rMw.-,^^•^r•^
H31a1Qt
Ratan comparison i Financial Benchmarks CMramcitca Links Ede Data or Add UbCRy
Select residential bill and monthly consumption amount
Bill Comparison Conservation Signal
i» water 69 •. Sevier F.fiB water + Sewn Bip
S.t?00 gallons
i I i I 668 cubic feet
MorrttJy Sewer BGII: $22.25 Jambi"
Select comparison group;,Ail UVIMes
Compa(irg to all utilities in survey
••.: .. ;.K.
12S
"A M20 "w $IMOO�j
Cost Recovery
Opff-M4
Rado lncL Dgwm 2015
t
M
i
150 V 0
K" sa.oa -- Swag
Affordability
Sam am as %
359 rt25uu,. uw es compared -
Effm" draining ratm by: - 0% '•.S -
0 0.94 � � � �ry0.74i'
y ,
_.__._.._._. ci-FileY2018EnvronmemslFnanxCsntrattheUnverse2rofNoffiCarofma.ChapelHdl
39

�I u OU u I_ . ' su
9.3 Financial Sustainability
Operating ratios — revenues / expenses — provide another way to evaluate the financial stability of a
utility system. These ratios are widely used across the industry and by financial managers, including
those at the North Carolina Department of State Treasurer. An operating ratio less than 1.0, transfers
from the general fund or fund balance to the water/sewer enterprise fund are strongly discouraged by
the State Treasurer's staff. All signal an inability to keep pace with the cost of doing business and will be
noted in reviews of audit reports.
Operating ratios for the sewer system are shown below in Table 9.4 for the past three fiscal year periods.
This information shows clearly that the City's expenses on the sewer system have exceed revenues
generated in the last two years. This is not a sustainable path for the utility. It should be noted that in
each year, the City has also not made a capital contribution to a Sewer Capital Reserve Fund.
Figure 9-4. Operating Ratios: Ratio of Sewer Revenues to Expenses
Sewer Enterprise Fund
Audit
Audit
Audit
FY 2013-2014
FY2014-2015
FY2015-2016
Number of Customers(Accounts)
1095
1084
1171
Total Revenue
$982,238
$966,341
$919,507
Total Expenses/Debt Payment/Reserves
& Outlays
$865,881
$1,154,843
$1,036,626
Ratio of Revenue/i:xpense
113%
'
9.4 Comparison of Capital Needs to Funds Currently Available
As shown in section above sewer rates for the City have not been raised and are not keeping pace with
expenses on the significantly aging system. Additionally, the magnitude of capital costs discussed in the
previous section — some $19 million over a ten year period - outstrip the ability of the City to cover
without assistance from grants and loans from outside sources.
Many significant capital needs remain to be addressed in the sewer system. Further discussion of rates
and capital needs can be found in Section 11.0.
aft

In order to ensure that the sewer assets are being maintained and managed effectively and efficiently,
the City has developed an Operations and Maintenance (0&M) Strategy as part of this asset
management planning process. One major benefit of this effort has been that we now have in one place
the information we have developed informally on managing the assets.
10.1 Requirements of State of NC Department of Environmental Quality (NCDEQ)
In connection with the City's permits for discharge of treated wastewater — the NPDES Permit — and the
permit to operate a collection system —there are specific required operational/maintenance activities and
recommended activities. With no question, the goal of both is to keep the systems safely operational
and to protect the public health and the environment. Annual inspections of the system are conducted
by NCDEQ staff working with the City staff of the treatment process. A review of these recent inspection
reports shows that the City staff is working diligently to maintain the system assets in working order and
to safely operate the system.
10.2 Collection System Challenges
While the City staff is working hard to manage the collection system safely and to maintain the assets, it
is clear from this Asset Management Plan work that many of the assets being managed — the sewer
system lines, manholes and pump stations — are in service well beyond their useful life period. The fact
that the assets do operate is a credit to the staff and to their time and effort in working to secure parts
for replacement. These parts are often difficult or even impossible to find due to the fact that the main
asset is no longer manufactured and replacement parts are no longer available. A related downside to
maintaining older assets is that the time/labor cost invested in the maintenance at some point outweighs
the cost of asset replacement.
The fact that almost half of the City's collection lines are the original clay lines and that the inventory of
manholes includes 20% which are old brick manholes, contributes significantly to the Inflow and
Infiltration (I&1) of groundwater into the sewer collection system. As mentioned earlier in this report, I&I
following periods of rain has increased the flow in to the treatment facility well over the permitted limit
and has resulted in a biological upset at the plant and permit violations.
10.3 Treatment System Challenges
The City's wastewater treatment plant was placed into service in 1984 and has had few modifications
over the last 32 year period. Assets in place are original and many have served well beyond their
intended service life. Pumps, motors, electrical controls and concrete structures are clearly showing the
effects of use and age. In fact, the City's insurance carrier noted in 2012 that the large structural assets
were in "fair" condition. The findings of this AMP report include asset conditions assessments that have
been downgraded to poor.
Again, as noted above for the collection system assets, the fact that the assets do operate is a credit to
the staff and to their time and effort in working to secure parts for replacement. These parts are often
difficult or even impossible to find due to the fact that the main asset is no longer manufactured and _
replacement parts are no longer available. A related downside to maintaining older assets is that the
time/labor cost invested in the maintenance at some point outweighs the cost of asset replacement.
41

• _ wI _ _ - W. - pl,"AWK191
10.4 Preventative Maintenance
Preventive maintenance is the day-to-day work necessary to keep assets operating properly, which
includes the following;
1. Regular and ongoing annual tasks necessary to keep the assets at their required service level;
2. Day-to-day and general upkeep designed to keep the assets operating at the required levels of
service; and
3.Tasks that provide for the normal care and attention of the asset including repairs and minor
replacements.
Preventive maintenance is carried out because of a planned maintenance program (including regularly
scheduled asset repairs) and historically problematic operations (such as blockages and root infestation).
Equipment in the system must be maintained according to manufacturer's recommendations to achieve
maximum return on investment. By simply following the manufacturer's suggested preventive
maintenance the useful life of equipment can be increased 2 to 3 times when compared to running it
until it fails. Unfortunately, when funds are tight, preventative maintenance expenditures are often those
which are first cut from the budget.
The table below shows preventive maintenance tasks based on best management practices and
manufacturer's recommended servicing intervals.
Figure 10-1. Hamlet Wastewater System Preventive Maintenance Schedule
#Pieces
IX of Cost
Cost($)
Per Frequen Same
Estimated
Attributable to Deferred
Task Name
Task cy .
Bldg/etc.
Deferred
Maintenance
Maintenance
Prev. Maint- conduct annual
inspection of mobile generator;
exercise generator; service motor
$
100.00 Annually 1
$
100.00
50% $ 50.00
and parts as needed. - Mobile
Generator
Prev. Maint: conduct annual insp of
Perm Gen PS#1- service motor and
$
75.00
Annually
1
$
75.00
25%
$ 18.75
parts as needed. - PS#1- Perm
Generator
Preventative Maintenance: Conduct
annual insp of return sludge motors
and controls; assess for rehab needs;
$
100.00
Annually
2
$
200.00
25%
$ 50.00
service motors. - WWTP - Motors and
Controls for Return Sludge Pumps
Preventative Maintenance: Conduct
annual inspection for rehab needs;
conduct annual servicing of motor,
$
100.00
Annually
3
$
300.00
25%
$ 75.00
pump and other parts. - WWTP
Influent Pump #1
42

#Pieces70 Of
•
• r • Deferred
Task Name Task cy Equip./ • r
Maintenance
Bldg/etc. Maintenance
Preventative Maintenance: Conduct
annual inspection of electrical and 49.50
25% $
motor controls for pumps. Make $ 22.00 Annually 9 $ 198.00
repairs and adjustments as needed. -
PS#1- Electrical Controls
Preventative Maintenance: COnduct
annual inspection of Inf Pump #3 for $ 90.00
3 $ 300.00 30%
rehab needs; service pump, motor $ 100.00 Annually
and other parts. - WWTP Influent
Pump #3
Assess all lab equip for replacement
1
$ 100.00
25%
$ 25.00
needs. - WWTP Laboratory
$ 100.00
Annually
Equip/polymer feed/computer eq.
Prev. Maint.: Conduct annual
1
$ 66.00
20%
$ 13.20
inspection- service and make repairs
$ 66.00
Annually
as needed. - WWTP - Splitter Box
Prev. Maint.: Conduct annual
inspection and make repairs as
$ 250.00
Annually
1
$ 250.00
25%
$ 62.50
needed to basin. - WWTP Aeration
Basin
Conduct annual maintenance on
$ 44.00
Annually
1
$ 44.00
10`Yo
$ 4.40
drying beds.
Aeration Tanks: Check DO probes &
2
$ 4,380.00
10%
$ 438.00
valves. - WWTP Dissolved Oxygen
$ 6.00
Daily
Probe
Blowers: Check oil levels. - WWTP
$ 11.00
Daily
2
$ 8,030.00
25%
$ 2,007.50
Digester Equipment
Chlorine Disinfection: Check for
leaks / hoses. - WWTP Chlorine
$ 6.00
Daily
1
$ 2,190.00
25�
$ 547.50
Contact Equipment
Collection System: Daily check of
pumping station for proper
$ 11.00
Daily
9
$ 36,135.00
25%
$ 9,033.75
functioning. - PS#1- Pump #1
Communitors: Visually inspect and
W
maintain communitors. - WWTP
$ 6.00
Daily
3
$ 6,570.00
25%
$ 1,642.50
Digester Equipment
Flow meters: Check recorder charts.
$ 6.00
Daily
1
$ 2,190.00
25%
$ 547.50
- WWTP Chlorine Contact Equipment
Motor Control Center (MCC): Check
Voltage/Ampere (V/A) on motors fed
$ 50.00
Daily
1
$ 18,250.00
50%
$ 9,125.00
from all MCCs. - WWTP Elec/Motor
Control Center
Primary Clarifier: Check sludge
$ 6.00
Daily
1
$ 2,190.00
25%
$ 547.50
blanket. - WWTP Clarifier #1- basin
Secondary Clarifier: Check sludge
$ 6.00
Daily
1
$ 2,190.00
25%
$ 547.50
blankets- WWTP Clarifier #2 - basin
Media Filtration: Backwash as
#1-
$ 11.00
Daily
2
$ 8,030.00
25%
$ 2,007.50
appropriate. - WWTP Clarifier
equipment
43

of Cost
Cost($) Per Frequen Same Estimated Attributable to Deferred I
Task Name
Task cy . Deferred
Bldg/etc. Maintenance
Conduct preventative maintenance $ 22.00 Monthly 1 $ 264.00 25% $ 66.00
on aerator. - WWTP Cascade Aerator
Shop: Conduct preventative
maintenance. - WWTP Operations
$ 22.00
Monthly
1
$ 264.00
25%
$ 66.00
Building
Sludge Dewatering: Dispose off
$ 44.00
Monthly
1
$ 528.00
25%
$ 132.00
sludge per 503 regulations.
Blowers: Clean intake filters /
$ 11.00
Monthly
3
$ 396.00
25%
$ 99.00
Change as needed. - WWTP Digester
Equipment
Chlorine Disinfection: Clean building.
$ 22.00
Monthly
1
$ 264.00
25%
$ 66.00
- WWTP Operations Building
Dechlorination: Check and replace
1W
$ 132.00
25%
$ 33.00
dechlorination gas (i.e. S02) supply. -
$ 11.00
Monthly
WWTP Chlorine Contact Equipment
Grit Removal: Remove grit and
screenings. - WWTP Headworks
$ 11.00
Monthly
1
$ 132.00
50%
$ 66.00
Equip. including bar screen and Grit
Removal System
C12 Residual Analyzer: Disassemble /
Qu erl
10%
$ 8.80
clean / calibrate. - WWTP Chlorine
$ 22.00
1
$ 88.00
y
Contact Equipment
Digester: Preventive maintenance to
Quarterl
$ 44.00
25%
$ 11.00
recirculating pump. - WWTP Digester
$ 11.00
1
Y
Equipment
Primary Sludge Pumps: Conduct
preventative maintenance/ Lube
$ 11.00
Quarter)
3
$ 132.00
25%
$ 33.00
pumps/ exercise pumps. - WWTP
Y
Digester Equipment
Grab Samples: pH, Dissolved Oxygen
(DO), Total Residual Chlorine (TRC). -
$ 11.00
Twice
1
$ 8,030.00
10%
$ 803.00
WWTP Laboratory Equip/polymer
Dail Y
feed/computer eq.
Plant-walk-thru w/processes system
Twice
checklist. Check proper function of all
$ 22.00
Daily
1
$ 16,060.00
io%
$ 1,606.00
plant processes and take readings.
Chlorine Disinfection: Test leak
$ 11.00
Twice
1
$ 22.00
25%
$ 5.50
alarm & exhaust system. - WWTP
Yearly
Chlorine Contact Equipment
Digester: Exercise / lube valves. -
$ 6.00
Twice
2
$ 24.00
25%
$ 6.00
WWTP Digester Equipment
Yearly
Grit Removal: Conduct Preventative
Maintenance; Exercise / lube valves.
$ 22.00
Twice
1
$ 44.00
25%
$ 11.00
- WWTP Headworks Equip. including
Yearly
bar screen and Grit Removal System
Primary Clarifier: Preventative
Twice
$ 5.50
Maintenance/ Drive oil - drain / fill. -
$ 11.00
Yearly
1
$ 22.00
25%
WWTP Clarifier #1- equipment
44

SESSION III NONE III I I
WIN
#Pieces % of Cost
Cost ($)
Cost($) Per Frequen Same Estimated Attributable to
Task Name Task cy Equip ./ Annual Cost Deferred
Bldg/etc. Maintenance Maintenance
Recirculating / Return Activated
Sludge Pumps: Preventative $ 22.00 Twice 3 $ 132.00 25% $ 33.00
Maintenance/Exercise / lube valves. - Yearly
WWTP Return Sludge Pump #1
Secondary Clarifier: Preventative
Maintenance/Drive - drain / fill oil. -
$ 11.00
Yearly Twice
1
$ 22.00
25%
$ 5.50
WWTP Clarifier #2 - equipment
Secondary Sludge Pumps:
Preventative Maintenance/Exercise /
lube valves. - WWTP Return Sludge
$ 11.00
Twice
Yearly
1
$ 22.00
25%
$ 5.50
Pump #2
Chemical Feed System: Check
chemical storage for availability. -
WWTP Chemical Feed Bldg
$ 6.00
Weekly
1
$ 312.00
25%
$ 78.00
Equipment
Chemical Feed System: Preventive
maintenance to Chemical Feed
Pumps. - WWTP Chemical Feed Bldg
$ 11.00
Weekly
1
$ 572.00
25%
$ 143.00
Equipment
Digester: Check pressure reducing
valve (PRV). - WWTP Digester
$ 6.00
Weekly
1
$ 312.00
25%
$ 78.00
Equipment
Digester: Collect supernatant
sample. - WWTP Digester Equipment
$ 6.00
Weekly
1
$ 312.00
25%
$ 78.00
Digester: Decant supernatant. -
WWTP Digester Equipment
$ 6.00
Weekly
1
$ 312.00
25%
$ 78.00
Digester: Lube mixer. - WWTP
Digester Equipment
$ 6.00
Weekly
1
$ 312.00
25%
$ 78.00
Generator: Check Fuel level; Inspect
/ exercise generator (using.check
$ 11.00
Weekly
1
$ 572.00
10%
$ 57.20
sheet). - WWTP Standby Generator
Grab Samples: Fecal Coliform (FC). -
WWTP Laboratory Equip/polymer
$ 11.00
Weekly
1
$ 572.00
10%
$ 57.20
feed/computer eq.
Media Filtration: Backwash and
Check media condition. - WWTP
$ 11.00
Weekly
1
$ 572.00
25%
$ 143.00
Clarifier #2 - equipment
Primary Sludge Pumps: Collect
sludge sample. - WWTP Return
$ 6.00
Weekly
1
$ 312.00
25%
$ 78.00
Sludge Pump #1
Rotating Biological Contactors:
Preventative Maintenance/ Inspect
shaft bearings and mechanical drive
$ 22.00
Weekly
2
$ 2,288.00
25%
$ 572.00
units. - WWTP Clarifier #2 -
equipment
Rotating Biological Contactors:
Preventative Maintenance/Inspect
chains and sprockets for wear and
$ 22.00
Weekly
2
$ 2,288.00
25%
$ 572.00
slack. - WWTP Clarifier #1-
equipment
45

#Pieces % of Cost
cost
Cost($) Per Frequen Sarne Estimated Attributable to Deferred
Task Name Task cy Equipj Annual CostDeferred
Bldg/etc. Maintenance -0
Scum pits: Dewater & clean. - WWTP $ 11.00 Weekly 1 $ 572.00 25% $ 143.00
Digester Equipment
Composite Samplers: As
appropriate, set-up Influent &
Effluent samplers. Collect,
$ 11.00
Weekly
1
$ 572.00
10%
$ 57.20
preserve/stabilize, transport
samples. - WWTP Laboratory
Equip/polymer feed/computer eq.
Conduct preventative maintenance/
$ 572.00
25%
$ 143.00
lube and check valves/check motors.
$ 11.00
Weekly
1
- WWTP Return Sludge Pump #2
Primary Clarifier: Clean effluent
$ 11.00
Weekly
1
$ 572.00
35%
$ 200.20
trough. - WWTP Clarifier #1- basin
Secondary Clarifier: Clean effluent
$ 11.00
Weekly
1
$ 572.00
35%
$ 200.20
trough. - WWTP Clarifier #2 - basin
Total Maintenance Cost
$ 130,006.00
$ 32,700.40
Total Deferred Maintenance Cost
Percent of Cost Attributable to
25%
Deferred Maintenance
10.5 Emergency or Reactive Maintenance
Emergency or Reactive maintenance is carried out when assets fail suddenly. Line breaks, for example,
seem to most often occur at night or on weekends and demand the attention the staff on call. These are
often the most costly repairs the City can make as there is no time to make a strategic decision on
optimal repair. Understanding where the system is vulnerable and working to maintain or rehabilitate
those areas is essential to reducing the time, effort, and expense associated with emergencies.
10.6 Deferred Maintenance
"Deferred Maintenance" is exactly as its name implies- maintenance that is deferred to sometime in the
future. Often, when systems have aged assets and limited funds from rates and fees, the necessary
maintenance to keep the system running efficiently does not occur. Maintenance continues on assets
that should be replaced. As it gets put off, it piles up and ultimately becomes a sometimes
insurmountable amount of work and cost, especially for small systems. By concentrating the focus to
preventative maintenance, systems can avoid the burden of deferred maintenance.
That burden, as it grows each budget year, can mean that a replacement of the whole system becomes
more cost effective. Yet, this comes with a significant price tag. The most typical deferred maintenance
problems in small systems in North Carolina are the pipes underground. Out of sight and out of mind,
they are easy to forget when developing an operations and maintenance plan and when developing the
annual budget. Deferred maintenance costs are somewhat significant expense for the Hamlet system,
accounting for about 25% of overall maintenance costs as shown in the previous table.
The following includes the utility's plan to reduce overall deferred maintenance over the next 10 years.
M.

1. Using the GIS maps of the system now available, this Asset Management Plan and
inventory, service call records and routine visual inspections, we will identify the
segments of the system which are most vulnerable to failure due to deferred
maintenance and develop a schedule over the next ten years for addressing those
areas.
2. Expand the reach of the SCADA system.
3. Videoing of the sewer lines and laterals in poorest condition and creating the
highest risk should provide necessary information to develop a plan for line
replacements.
47

CITY OPHAMLET
___-_______.____ WASTEWATER ASSET MANAGEMENT PLAN
11.0 Financial Management
This section describes the Hamlet Wastewater System's financial condition and suggested options for
financing the future needs of the system. Generally speaking, expenditures on the physical assets in the
wastewater system can be divided into two main categories: (1) those for ROUTINE OPERATIONS AND
MAINTENANCE, and (2) those for CAPITAL PROJECTS which can include rehabilitation of existing assets
and installation of new assets. Both of these are addressed in this strategy_
In order to pay the costs operating the sewer system the City has used revenue from rates and charges.
Major capital projects undertaken by the City have historically been financed through outside sources
including grants and loans. As grant sources have become more scarce and difficult to access, reliance by
local systems on user rate increases and low interest loans has increased.
Given the magnitude of the capital needs faced in the sewer system and the pressure to address many of
them in the near future, the City should begin a stepped plan for rate increases over a multi -year period.
This report shows predicted values of both revenue and expenses for the utility using the base data
provided by the City for the 2014, 2015 and 2016 fiscal years and the current fiscal year budget. The
projections are used to help predict and manage future expenses and revenues. This will also assist the
City in determining how to finance capital improvement projects through acquiring loans or grants or
making planned rate changes.
11.1 Financial Forecast
The Financial Forecast below includes two scenarios which are provided for comparison. This
comparison is based upon the residential users only as they make up the majority of the City's customer
base.
Scenario #1 shows the expected results of continuing the current rate levels in a "leave it as it is"
condition with no change in rates or expenses. In Scenario #1, rates remain at the 2016-2017 level. The
City thus continues to absorb all increases in input costs (wages, health insurance, chemicals, contracted
costs, etc.) Also shown is a budgeted $92,000 from fund balance.
Scenario #2 shows how rates, when increased annually at $1.00 to the base charge fails to generate
sufficient to cover operations much less and debt service obligations. Also shown is a budgeted $92,000
from fund balance.
Scenario #3 includes increasing rates to the $33.00 per month for 5,000 gallons now required by the
State in order to be eligible for loan and grant funding. This scenario does generate some further capital
which is needed for improvements. However, in order to continue to be solvent, the rates should be
adjusted annually thereafter by at least the amount of the rate of inflation. These rates do NOT take into
account the backlogged capital needs of the wastewater system. The City is going to need to look at
increases in charges to its institutional and industrial customers as well as its residential customers to
help make up the needed revenues.
48

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
Figure 11-1. Scenario #1: Fundina the Sewer Overatina and aP Needs - No Chanae
Sewer Enterprise Fund
Audit
Audit
YTD
Current Year
BUDGET
141e'thodola
Projected
Projected
FY 2013-2014
FY2014-2015
FY2015-2016
FY
2016-2017
FY2017-2018
FY2018-2019
Number of Customers(Accounts)
2687
2685
2664
2626
0% Growth
2626
2626
RATES
FY 2013-2014
FY2014-2015
FY2015-2016
FY 2016-2017
FY2017-2018
FY2018-2019
Base Rate (2,500 gallons)
$
16.00
$
16.00
$
16.00
$
16.00
CHANCE
$
16.00
$
16.00
Increasing Block price per 1000 gallons
above 2,500 gallons per month
$/1000 gal. over 2,500
$
2.50
$
2.50
$
2.50
$
2.50
CHANGE
$
2.50
$
2.50
Charge for 5,000 gallons per month
$
22.25
$
22.25
$
22.25
$
22.25
$
22.25
$
22.25
Percentage Rate Increase Per Year
0%
0%
0%
0%
no change
4%
4%
Median Household Income'
$
33,379
$
35,252
$
36,195
$
36,195
1%growth
$
36,557
$
36,923
Charge for 5000 gallons as percent of
Median Household Income
0.80%
0.75%
0.74%
0.74%
0.73%
0.72%
BUDGET
FY Z013.2014
FY2014-2015
FY2015-2016
FY 2016-2017
FY2017-2018
FY2018-2019
Revenue
Total Sales
$
920,190
$
917,328
$
864,802
$
915,000
Zero growth
$
915,000
$
915,000
Tap and Reconnection Fees
$
53,857
$
43,364
$
39,914
$
45,400
Zero growth
$
45,400
$
45,400
Transfers from Capital Reserve
$
-
$
-
$
-
$
-
Zero growth
$
-
$
-
Interest
$
246
$
246
$
1,414
$
1,400
Zero growth
$
1,400
$
1,400
Fund Balance Appropriation
$
-
$
-
$
�4 s;»5
Zero `ro1Nt}i
$
92,395
$
92,395
Miscellaneous Revenue
$
7,945
$
5,403
$
13,377
$
5,500
Zero growth
$
5,500
$
5,500
Total Revenue
$
982,238
4
966,341
$
919,507
$ 1.059,695
$1,059,695
$1,059,695
49

CITY OF H"LET ___ WASTEWATER ASSET MAXTAGEMENT PLAN
BUDGET
FY 2013-2014
FY2014-2015
FY2015-2016
FY 2016-2017
FY2017-2018
FY2018-2019
Inflation Rate
2%
2%
2%
2%
2%
II
2% I
2%
Expenses
Salaries/Wages/Benefits
364,216
444,876
$ 519,213
$ 427,022�
e _ 2016 Actual;
2%
$ 435,562
$ 444,274
Prof Services
1,724
13,593
$ 17,264
$ 26,000
2016 Actual;
2%
$ 26,520
$ 27,050
Insurance
38,128
96,860
$ 45,910
$ 60,000
2016 Actual;
6%
$ 63,600
$ 67,416
Chemicals
39,331
66,803
$ 76,436
$ 70,0004
2016 Actual;
2%
$ 71,400
$ 72,828
Utilities (power)
Other Expenditures
110,521
311,961
118,755
328,342
$ 94,106
$ 144,531
$ 125,500
$ 390,160
'`yt.
2016 Actual;
2%
2016 Actual;
7%
$ 128,010
$ 397,963
$ 130,570
$ 405,922
Capital Outlay
$ -
$ 85,614
$ -
$ 25,000
$ 25,500
$ 26,010
Subtotal Operating Expenses
$ 865,881
$ 1,154,843
$ 897,460
$ 1,123,682
$1,148,556
$1,174,071
Total Expenses/Debt Payment/Reserves
& Outlays
$ 865,881
$ 1,154,843
$ 897,460
$ 1,123,682
$1,148,556
$1,174,071
Surplus/(Deficit)
$ 116,357
$ (188,502)
$ 22,047
$ (88,861)
$ (114,376)
Transfer to Capital Reserve Fund
$ -
Transfer In - General Fund
$ -
Transfer In Water Fund
$ -
Balance
_
$ -
Ratio of Revenue/Expense
1.13
Source: US Census -American Community Survey
As can be seen from this scenario, insufficient funds are collected to cover even the operations of the system much less address any capital
needs. Thus, the negative operational ratios shown in the red cells above are a result. In addition, it should be noted that fund balance has been
budgeted on the revenue side which is not advised nor accepted by the NC State Treasurer's staff.
50

CITY OF HAMLET WASTEWATER ASSET MAMA Q EMENT PLAN
The following chart shows the impact of continuing as is on the financial integrity of the system project to fiscal year 2019.
Figure 11-2. Scenario #1
Scenario #1
Increasing gap
$1,400,000 etween Expenses
and Revenues
$1,200,000 ,- ---- �
$1,000,000
N
L
c $800,000
c
Revenues
o—� Expenses
c
$600,000
a,
W-
$400,000
$200,000
FY 2013-2014 FY2014-2015 FY2015-2016 FY2016-2017 FY2017-2018 FY2018-2019
51

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
Figure 11-3. Scenario #2 - $1.00 rate increase Der month on the base rate
Enterprise Fund
Audit
Audit
Audit
CurreJYearSewer
BUMethodology
Projected
Projected
FY 2013-2014
FY2014-2015
FY2015-2016
FY 20
2017
FY2017-2018
FY2018-
2019
Number of Customers(Accounts)
2687
2685
2664
0% Growth
2626
2626
RATES
FY 2013-2014
FY2014-2015
- --
FY2015-2016
FY 2016 -
2017
-
FY2017-2018
_
FY2018-
2019
Base Rate (2,500 gallons)
$ 16.00
$ 16.00
$ 16.00
$ 16.00
CHANGE
$ 17.00
$ 18.00
Increasing Block price per 1000 gallons
above 2,500 gallons per month
$/1000 gal. over 2,500
$ 2.50
$ 2.50
$ 2.50
$ 2.50
CHANGE
$ 2.50
$ 2.50
Charge for 5,000 gallons per month
$ 22.25
$ 22.25
$ 22.25
$ 22.25
$ 23.25
$ 24.25
Percentage Rate Increase Per Year
0%
0%
0%
0%
_ no change
4%
4%
Median Household Income 1
$ 33,379
$ 35,252
$ 36,195
$ 36,195
1% growth
$ 36,557
$ 36,923
Charge for 5000 gallons as percent of
Median Household Income
0.80%
0.75%
0.74%
0.74%
0.76%
0.78%
BUDGET
FY 2013-2014
FY2014-2015
FYZ015-2016
FY 2016-
2017
FY2017-2018
FY2018-
2019
Revenue
Total Sales
$ 920,190
$ 917,328
$ 864,802
$ 915,000
Zero growth
$ 946,512
$ 978,024
Tap and Reconnection Fees
$ 53,857
$ 43,364
$ 39,914
$ 45,400
Zero growth
$ 45,400
$ 45,400
Transfers from Capital Reserve
$ -
$ -
$ -
$ -
Zero growth
$ -
$ -
Interest
$ 246
$ 246
$ 1,414
$ 1,400
Zero growth g
$ 1,400
$ 1,400
Fund Balance Appropriation
$ -
$ -
92,._,-15
Zero growth
-
$ -
Miscellaneous Revenue
$ 7,945
$ 5,403
$ 13,377
$ 5,500
Zero growth
$ 5,500
$ 5,500
Total Revenue
$ 982,238
$ 966,341
$ 919,507
$ 1,059,695
$ 998,812
$1,030,324
52

Fiaure 11-3. Scenario #2 - $1.00 rate increase per month on the base rate
Sewer Enterprise Fund
Audit
Audit
Audit
Current Year
j BUDGET
f,,;#
Methodology
Projected
Projected
FY 2013-2014
FY2O14-2015
FY2O15-2016
FY 2016-
2017
FY2O17-2018
FY2018-
2019
Number of Customers(Accounts)
2687
2685
2664
2626
0% Growth
2626
2626
RATES
FY 2013-2014
FY2O14-2015
FY2O15-2016
FY 2016-
2017
FY2O1.7-2018
FY2018-
2019
Base Rate (2,500 gallons)
$ 16.00
$ 16.00
$ 16.00
$ 16.00
CHANGE
$ 17.00
$ 18.00
Increasing Block price per 1000 gallons
above 2,500 gallons per month
$/1000 gal. over 2,500
$ 2.50
$ 2.50
$ 2.50
$ 2.50
! , CHANGE
$ 2.50
$ 2.50
Charge for 5,000 gallons per month
$ 22.25
$ 22.25
$ 22.25
$ 22.25
$ 23.25
$ 24.25
Percentage Rate Increase Per Year
0%
0%
0%
0%
no change
4%
4%
Median Household Income 1
$ 33,379
$ 35,252
$ 36,195
$ 36,195
1% growth
$ 36,557
$ 36,923
Charge for 5000 gallons as percent of
Median Household Income
0.80%
0.75%
0.74%
0.74%
0.76%
0.78%
BUDGET
FY 2013-2014
FY2O14-2015
FY2O15-2016
FY 2016-
2017
FY2O17-2018
FY2018-
2019
Revenue
Total Sales
$ 920,190
$ 917,328
$ 864,802
$ 915,000
Zero growth
$ 946,512
$ 978,024
Tap and Reconnection Fees
$ 53,857
$ 43,364
$ 39,914
$ 45,400
Zero growth
$ 45,400
$ 45,400
Transfers from Capital Reserve
$ -
$ -
$ -
$ -
Zero growth
$ -
$ -
Interest
$ 246
$ 246
$ 1,414
$ 1,400
Zero growth
$ 1,400
$ 1,400
Fund Balance Appropriation
$ -
$ -
$ q
Zero growth
$ -
$ -
Miscellaneous Revenue
$ 7,945
$ 5,403
$ 13,377
$ 5,500
4 , Zero growth
$ 5,500
$ 5,500
Total Revenue
$ 982,238
$ 966,341
$ 919,507
$ 1,059,695
$ 998,812
$1,030,324
52

i
CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PIA N
The following chart shows the impact of making the changes outlined above.
Figure 11-4. Scenario #2
Scenario #2 Increasinggap
between expenses
and revenues
$1,400,000
$1,200,000
$1,000,000OLI
�
%n
L
6 $800,000 Revenues
0
®--Expenses
3
$600,000
G!
$400,000
$200,000
FY 2013-2014 FY2014-2015 FY2015-2016 FY2016-2017 FY2017-2018 FY2018-2019
54

CITY OF Vk11,L-W WASZXVATER.�,SSET
Figure 11-5. Scenario #3 —Phase out gallons covered by base charge; increase base charge to reach a level of $33.00 total charge for 5,000
gallons (State rate necessary in or to be eligible for funding)
Sewer Enterprise Fund
Audit
Audit
Audit
Current Year
BUDGET
Methodology
Projected
Projected
FY 2013-2014
FY2014-2015
FY2015-2016
FY 2016-
2017
FY2017-
2018
FY2018-
2019
Number of Customers(Accounts)
2687
2685
2664
2626
0% Growth
2626
2626
RATES
FY 2013-2014
FY2014-2015
FY2015-2016
FY 2016-
2017
FY2017-
2018
FY2018-
2019
Base Rate Today (2,500 gallons)
$ 16.00
$ 16.00
$ 16.00
$ 16.00
Drop Amount Covered in Base Rate to
1,000 gal.
$ 24.00
Drop the Base Rate to Zero Gal. Covered
$ 26.00
Increasing Block price per 2000 gallons
Today's $/1000 gal.
$ 2.50
$ 2.50
$ 2.50
$ 2.50
New Stepped Rate
$/1000 gal. 1,001-5,000/month
$ 1.50
$/1000 gal. zero-5,000/month.
$ 1.50
Charge for 5,000 gallons per month
$ 22.25
$ 22.25
$ 22.25
$ 22.25
$ 30.00
$ 33.50
Dollar Increase Per Month
0%
0%
0%
0%
no change
$ 5.50
$ 3.50
Median Household Income 1
$ 33,379
$ 35,252
$ 36,195
$ 36,195
1%growth
$ 36,557
$ 36,923
Charge for 5000 gallons as percent of
Median Household Income
0.80%
0.76%
0.74%
0.74%
0.98%
1.09%
55

CITY OF HAMLET __ __ WASTEWATER ASSET MANAGEMNT MN
I I,
BUDGET
FY 2013-2014
FY2014-2015
FY2015-2016
FY 2016-
2017
FY2017-
2018
FY2018-
2019
Revenue
Total Sales
$ 920,190
$ 917,328
$ 864,802
$ 915,000
Zero growth
$ 1,088,316
$ 1,198,608
Tap and Reconnection Fees
$ 53,857
$ 43,364
$ 39,914
$ 45,400
Zero growth
$ 45,400
$ 45,400
Transfers from Capital Reserve
Interest
$ -
$ 246
$ -
$ 246
$ -
$ 1,414
$ -
$ 1,400
Zero growth
Zero growth
$ -
$ 1,400
$ -
$ 1,400
Fund Balance Appropriation
$ -
$ -
$ 92,395
Zero growth
Miscellaneous Revenue
$ 7,945
$ 5,403
$ 13,377
$ 5,500
Zero growth
$ 5,500
$ 5,500
Total Revenue
$ 982,238
$ 966,341
$ 919,507
$ 1,059,695
$ 1,140,616
$ 1,250,908
Inflation Rate
2%
2%
2%
2%
2%
2%
2%
Expenses
Salaries/Wages/Benefits
$ 364,216.00
$ 444,876.00
$ 519,213
$ 427,022
z016Actual; 2%
$ 435,562
$ 444,274
Prof Services
$ 1,724.00
$ 13,593.00
$ 17,264
$ 26,000
2016 Actual; 2%
$ 26,520
$ 27,050
Insurance
$ 38,128.00
$ 96,860.00
$ 45,910
$ 60,000
2016 Actual; 6%
$ 63,600
$ 67,416
Chemicals
$ 39,331.00
$ 66,803.00
$ 76,436
$ 70,000
2016 Actual; 2%
$ 71,400
$ 72,828
Utilities(power)
$ 110,521.00
$ 118,755.00
$ 94,106
$ 125,500
2016 Actual; 2%
$ 128,010
$ 130,570
Other Expenditures
$ 311,961.00
$ 328,342.00
$ 144,531
$ 390,160
2016 Actual; 7%
$ 397,963
$ 405,922
Capital Outlay
$ -
$ 85,614.00
$ -
$ 25,000
$ 25,500
$ 26,010
Subtotal Operating Expenses
$ 865,881
$ 1,154,843
$ 897,460
$ 1,123,682
$1,148,556
$1,174,071
Sewer Debt (P&I)
Preset
Subtotal Debt Payment
$ -
$ -
$ -
$
$
$
Total Expenses/Debt Payment/Reserves &
Outlays
$ 865,881
$ 1,154,843
$ 897,460
$ 1,123,682
$ 1,148,556
$1,174,071
Surplus/(Deficit)
$ 116,357
$ (188,502)
$ 22,047
$ (7,940)
$ 76,837
Transfer to Capital Reserve Fund
$ -
Transfer In -General Fund
$ '
Transfer In Water Fund
$ '
Balance
$'
Ratio of Revenue/Expense
1.13
a
1.02
e
e
1.07
WO

C 11_Y C) H 1-I AN,] LET __ _ _ _ _ WASTEWATER ASSET MANAGEMENT PLAN
-
FY 2016-
FY2017-
FY2018-
BUDGET
FY 2013-2014
FY2014-2015
FY2015-2016
2017
2018
2019
Revenue
Total Sales
$ 920,190
$ 917,328
$ 864,802
$ 915,000
Zero growth
$ 1,088,316
$ 1,198,608
Tap and Reconnection Fees
$ 53,857
$ 43,364
$ 39,914
$ 45,400
Zero growth
$ 45,400
$ 45,400
Transfers from Capital Reserve
$ -
$ -
$ -
$ -
Zero growth
$ -
$ 1,400
$ -
$ 1,400
Interest
$ 246
$ 246
$ 1,414
$ 1,400
Zero growth
Fund Balance Appropriation
$ -
$
5
Zero growth
Miscellaneous Revenue
$ 7,945
$ 5,403
$ 13,377
$ 5,500
Zero growth
$ 5,500
$ 5,500
Total Revenue
$ 982,238
$ 966,341
$ 919,507
$ 1,059,695
$ 1,140,616
$ 1,250,908
Inflation Rate
2%
2% 1
2%
2%
2%
2/0
2%
Expenses
Salaries/Wages/Benefits
$ 364,216.00
$ 444,876.00
$ 519,213
$ 427,022
2016Actual;2%
$ 435,562
$ 444,274
Prof Services
$ 1,724.00
$ 13,593.00
$ 17,264
$ 26,000
2016 Actual; 2%
$ 26,520
$ 27,050
Insurance
$ 38,128.00
$ 96,860.00
$ 45,910
$ 60,000
2016 Actual; 6%
$ 63,600
$ 67,416
Chemicals
$ 39,331.00
$ 66,803.00
$ 76,436
$ 70,000
2016 Actual; 2%
$ 71,400
$ 72,828
Utilities (power)
$ 110,521.00
$ 118,755.00
$ 94,106
$ 125,500
2016 Actual; 2%
$ 128,010
$ 130,570
Other Expenditures
$ 311,961.00
$ 328,342.00
$ 144,531
$ 390,160
2016 Actual; 7%
$ 397,963
$ 405,922
Capital Outlay
$ -
$ 85,614.00
$ -
$ 25,000
$ 25,500
$ 26,010
Subtotal Operating Expenses
$ 865,881
$ 1,154,843
$ 897,460
$ 1,123,682
$1,148,556
$1,174,071
Sewer Debt (M)
Preset
$
Subtotal Debt Payment
$ -
$ -
$
$
-
$
-
Total Expenses/Debt Payment/Reserves &
$ 865,881
$ 1,154,843
$ 897,460
$ 1,123,682
$ 1,148,556
$ 1,174,071
Outlays
Surplus/(Deficit)
$ 116,357
$ (188,502)
$ 22,047
$ (7,940)
$ 76,837
Transfer to Capital Reserve Fund
$ -
Transfer In - General Fund
$ -
Transfer In Water Fund
$ -
Balance
$
Ratio of Revenue/Expense
1.13
1.02
,
1,07
56

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
q"rv. y k,i
11drtx + ,fir y
Building on the asset inventory and assessment, the Capital Improvement Plan and the financing scenarios discussed in this Asset Management
Plan for the Wastewater System, Table 12-1 below suggests the actions required to successfully operate and maintain the Hamlet wastewater
system.
Table 12-1 Wastewater System Action Plan
Urgency Issue Corrective Action Plan larget late
for
Completion
High Sewer lift stations must be evaluated for significant Conduct in-depth evaluation using a specialist in this type of 6/30/2017
rehabilitation or replacement due to age, condition and examination; develop a financial plan for rehabilitation or
criticality to the safe operation of the collection system. replacement of this asset. Submit applications for funding as needed.
High
Clay lines (42% of the line inventory) and brick and block
Conduct a "manhole -by -manhole" inspection and video inspection of
6/30/2017
manholes continue to be a source of inflow into the
brick manholes and the block manholes over 40 years of age.
wastewater system increasing costs of treatment and
Prioritize replacement of these manholes. Establish a schedule over
decreasing the availability of treatment capacity.
an acceptable period of years to make these improvements. Submit
applications for funding as needed. Submit applications for funding as
needed.
High
A number of "High Risk" wastewater treatment assets have
Conduct the recommended assessments and develop a long range
6/30/2017
been identified including the headworks and chlorine
plan, including a financial plan, for addressing these needs.
contact chamber and disinfection equipment.
High
Existing revenues are insufficient to cover current operating
Further evaluate rate increases and changes to the rate structure —
6/30/2017
expenses which are already below needed levels to
several have been explained in this report — a nd make a plan for
adequately maintain the assets in the system. Revenues are
stepped annual increases in rates.
need for new investments in infrastructure.
12.1 Review Schedule
The City will review this plan annually and update the community on new information in the budget preparation and message each year.
58

w �►. Y u ..: a ►�- UAW
APPENDICES
59

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
APPENDIX A: HAMLET WASTEWATER ASSET INVENTORY
Below is the Asset Inventory for the Hamlet Wastewater System. As discussed in the text of this AMP,
this inventory was taken from May — October 2016. Replacement costs are in dollars ($). Original costs
are noted as "0" as little original cost information was available. Suggested maintenance tasks and costs
are shown in the tables. Further information about maintenance costs, including a preventative
maintenance schedule and a discussion of deferred maintenance are included in Section 10.0 Operation
and Maintenance Strategy. Assets are listed here in order of priority of need using the CUPSS software
algorithms.
The list ranks each asset according to its risk value which is assigned based on the Consequence and
Probability of Failure. CUPSS calculates this risk value based on information entered for each asset's
condition, consequence of failure, redundancy and expected useful life. The Asset Inventory Summary,
Table below and the following asset details, identify the high, medium and low risk assets. Those assets
identified as high risk will need immediate attention and evaluation.
.0

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
12 Clay 15" Sewer Line - Poor Collection Sewers
Condition
13
Clay 16" Sewer Line - Poor
Collection
Sewers
Condition
14
Clay 21" Sewer Line - Poor
Collection
Sewers
Condition
15
Clay 24" Sewer Line - Poor
Collection
Sewers
Condition
16
PVC 2 Sewer Line - Poor
Collection
Sewers
Condition
17
PVC 6" Sewer Line - Poor
Collection
Sewers
Condition
18
PVC 8"Sewer Line - Good
Collection
Sewers
Condition
WWTP - Motors and Controls for
Motor Controls /
19
Return Sludge Pumps
Treatment
Drives
WWTP Chemical Feed Bldg
Disinfection
20
Equipment
Treatment
Equipment
21
AC 8" Sewer Line- Fair Condition
Collection
Sewers
22
AC 24" Sewer Line - Fair Condition
Collection
Sewers
23
PVC 8" Sewer Line - Fair Condition
Collection
Sewers
Concrete & Metal
24
WWTP Chlorine Contact Chamber
Treatment
Storage Tanks
25
Cast Iron 4" Pressure Sewer Line -
Collection
Sewers
Fair Condition
Concrete &Metal
26
WWTP Headworks - Structure
Treatment
Storage Tanks
Concrete &Metal
27
WWTP - Splitter Box
Treatment
Storage Tanks
Concrete & Metal
28
WWTP Cascade Aerator
Treatment
Storage Tanks
Concrete Metal
29
WWTP Aeration Basin
Treatment
T
Storage Tanks
WWTP Laboratory Equip/polymer
Lab / Monitoring
30
feed/computer eq.
Other
Equipment
Pumping
Miscellaneous
31
PS#2 - Misc Fixtures
Facility
Equipment
meamm-KISK -
Aggressive
2/1/2017
2/1/2017
2/1/2017
2/1/2017
2/1/2017
2/1/2017
2/1/2017
2/1/2017
2/1/2017
2/1/2020
2/1/2020
2/1/2020
2/1/2030
2/1/2037
2/1/2029
2/1/2029
2/1/2030
2/1/2039
2/1/2017
2/1/2017
61

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
Medium Risk —
32
PS#3 -Misc Fixtures
Pumping
Miscellaneous
Aggressive
2/1/2017
Facility
Equipment
Monitoring
Priority
Asset
CategoryAsset
Type
Replacement
Medium Rj
33
WWTP Influent Pump Station Eq
Pumping
Miscellaneous
Aggressi2/1/2017
Other than Pumps
Facility
Equipment
Monitor
34
PVC 2 Pressure Sewer - Poor
Collection
Pressure Pipework
2/1/2037
Condition
Pressure Pipework
' •
2/1/2041
35
PVC 12' Pressure Sewer - Good
Collection
Condition
'
Medium Risk —
36
PS#9 -Pump #2
PumpingFacility
Pumping Equipment
Aggressive
2/1/2018
Monitoring
Medium Risk —
37
WWTP Return Sludge Building
Other
Buildings
Aggressive
2/1/2021
Monitoring
Medium Risk —
38
WWTP Storage Bldg (Old Sludge
Other
Buildings
Aggressive
2/1/2021
PS)
Monitoring
Medium Risk —
39
WWTP Chemical Feed Building
Other
Buildings
Aggressive
2/1/2021
Monitoring
40
Cast Iron 8" Sewer Line - Fair
Collection
Sewers
"•
2/1/2050
Conditon
Sewers
• '
2/1/2042
41
PVC 8 Pressure Sewer- Good
Collection
Condition
Sewers
'
2/1/2042
42
PVC 12 Sewer Line - Good
Collection
Condition
Medium
43
PS#1-Misc Fixtures
Pumping
Miscellaneous Miscellaneous
A ressive
gg
2/1/2020
Facility
Equipment
Monitoring
44
PS#2 - Wet Well
Pumping
Concrete & Metal
2/1/2036
Facility
Storage Tanks
Pressure Pipework
- • • - ' - •
2/1/2046
45
WWTP Yard Piping
Collection
46
PS#2 - Pump #1
Pumping
Pumping Equipment
2/1/2016
Facility
Pumping Equipment
Motor Controls /
-
"• '
:
2/1/2016
2/1/2016
47
PS#2 - Pump #2
Pumping
Facility
48
PS#3 -Electrical Controls
Pumping
Facility
Drives
Pumping Equipment
• - ' '
2/1/2016
49
PS#7 - Pump #1
Pumping
Facility
Pumping Equipment
P g'
• • •
• ' ' '
2/1/2016
50
PS#7 -Pump #2
Pumping
Facility
62

• «�l- Mil::. If_ C :/-_
Pumping Motor Controls / 2/1/2016
51 PS#7 Electrical Controls
Facility DrivesImmediate Attention
Priority Asset Category Date
Medium Risk —
Pumping
52 PS#8 -Pump #1 Facility Pumping Equipment Aggressive 2/1/2018
Monitoring
Medium Risk —
53
PS#8 -Pump #2
Pumping
in
Pumping
p B Equipment
Aggressive
2/1/2018
Facility
Monitoring
Medium Risk —
54
PS#8 - Electrical Controls
Pumping
Motor Controls /
Aggressive
gg
2/1/2018
Facility
Drives
Monitoring
Medium Risk-
55
PVC 4" Sewer Line -Poor
Collection
Sewers
Aggressive
2/1/2073
Condition
Monitoring
Medium Risk —
56
PVC 10" Sewer Line - Good
Collection
Sewers
Aggressive
2/1/2064
Condition
Monitoring
Medium Risk —
57
PVC 24" Sewer Line - Good
Collection
Sewers
Aggressive
2/1/2064
Condition
Monitoring
Medium Risk —
5g
PS#5 -Pump #1
Pumping
Facility
Pumping Equipment
Aggressive
2/1/2018
Monitoring
Medium Risk —
59
PS#5 -Pump #2
Pumping
Pumping Equipment
Aggressive
2/1/2018
Facility
Monitoring
Medium Risk —
60
PS#5 - Electrical Controls
Pumping
Motor Controls /
Aggressive
gg
2/1/2018
Facility
Drives
Monitoring
Medium Risk —
61
PS#6 -Pump #1
Pumping
Pumping Equipment
Aggressive
2/1/2018
Facility
Monitoring
Medium Risk —
62
PS#6 - Pump #2
Pumping
Pumping Equipment
Aggressive
2/1/2018
Facility
Monitoring
Medium Risk —
63
PS#6 - Electrical Controls
Pumping
Motor Controls /
Aggressive
2/1/2018
Facility
Drives
Monitoring
Medium Risk-
64
Cast Iron 24" Sewer Line - Good
Collection
Sewers
Aggressive
2/1/2062
Condition
Monitoring
Medium Risk —
65
PS#3 - Wet Well
Pumping
Concrete & Metal
Aggressive
2/1/2030
Facility
Storage Tanks
Monitoring
Medium Risk —
66
WWTP Sludge Drying Beds
Treatment
Solid Waste
Handling & Disposal
Aggressive
2/1/2017
Monitoring
67
WWTP Floating Aerator #1- 25HP
Treatment
Motor Controls /
Medium Risk-
Aggressive
2/1/2017
Motor
Drives
Monitoring
68
WWTP Floating Aerator #5 - 50 HP
Treatment
Motor Controls /
Medium Risk-
Aggressive
2/1/2017
Motor
—L
Drives
Monitoring
63

CITY CIE HAMLET . 0
Priority
CITY CIE HAMLET . 0
Risk Replacement
p'
Date
Medium Risk-
69 PS#3 - Fence and Lock Other Security Equipment Aggressive 2/1/2017
Monitoring
Medium Risk —
Pumping Miscellaneous Aggressive 2/1/2017
70 PS#7 -Misc Fixtures Facility Equipment
Monitoring
Medium Risk —
Motor Controls / Aggressive 2/1/2017
71 WWTP Floating Aerator #2 - 25HP Treatment Drives gg
Monitoring
Medium Risk —
Motor Controls / MeAggressive
2/1/2017
72 WWTP Floating Aerator #3 - 25 HP Treatment Drives
Monitoring
Medium Risk —
Motor Controls /
73 WWTP Floating Aerator #4 - 25 HP Treatment Drives Aggressive 2/1/2017
Monitoring
Medium Risk —
Pumping Concrete & Metal Aggressive 2/1/2047
74 PS#1- Wet Well Facility Storage Tanks
Monitoring
Medium Risk —
Pumping Pumping Equipment Aggressive 2/1/2019
75 PS#1-Pump #1 Facility p g
Monitoring
Medium Risk —
76 PS#8 - Perm Generator Other Generators Aggressive 2/1/2030
Monitoring
Medium Risk —
Pumping pum in Equipment Aggressive 2/1/2018
77 PS#9 - Pump #1 Facility Monitoring
ping q p
Medium Risk —
Pumping Motor Controls / Aggressive 2/1/2018
78 PS#9 - Electrical Controls Facility Drives
Monitoring
Medium Risk —
Pumping
79 PS#9 -Misc Fixtures Facility Pumping Equipment Aggressive 2/1/2018
Monitoring
Medium Risk —
8o WWTP Influent Pump #1 Treatment Pumping Equipment Aggressive 2/1/2023
Monitoring
Pumping Miscellaneous Low Risk — Routine 2/1/2029
81 PS#5 -Misc Fixtures Facility Equipment Maintenance
Pumping Miscellaneous LowRisk— Routine 2/1/2029
82 PS#6 Misc Fixtures Facility Equipment Maintenance
Pumping Concrete & Metal Medium Risk —
83 PS#7 - Wet Well Facility Storage Tanks Aggressive 2/1/2037
Monitoring
Medium Risk —
Pumping
84 PS#3 -Pump #2 Facility Pumping Equipment Aggressive 2/1/2021
Monitoring
Medium Risk —
Pumping
85 PS#4 -Pump #1 Facility Pumping Equipment Aggressive 2/1/2021
Monitoring
Medium Risk —
Pumping
86 PS#4 -Pump #2 Facility Pumping Equipment Aggressive 2/1/2021
Monitoring
64
64

Priority Asset Category Asset Type Risk Replacement
Date
Medium Risk —
Pumping Motor Controls / Aggressive 2/1/2021
87 PS#4 Electrical Controls
Facility Drives
Monitoring
Medium Risk —
88
Mobile Generator
Other
Generators
Aggressive
2/1/2031
Monitoring
Medium Risk —
89
PS#1- Fence and Lock
Other
Security Equipment
Aggressive
2/1/2025
Monitoring
Medium Risk —
90
WWTP Influent Pump #2
Treatment
Pumping Equipment
Aggressive
2/1/2023
Monitoring
Medium Risk —
91
WWTP Influent Pump #3
Treatment
Pumping Equipment
Aggressive
2/1/2023
Monitoring
Pumping
Miscellaneous
LowRisk— Routine
2/1/2032
92
PS#4 -Misc Fixtures
Facility
Equipment
Maintenance
93
PS#5 Fence and Lock
Other
Security Equipment
Low Risk — Routine
Maintenance
212033
/ /
94
PS#6 -Fence and Lock
Other
Security Equipment
Low Risk — Routine
2/1/2033Maintenance
Pumping
Miscellaneous
Low Risk— Routine
2/1/2030
95
PS#8 -Misc Fixtures
Facility
Equipment
Maintenance
Medium Risk —
96
WWTP Clarifier #1- basin
Treatment
Concrete & Metal
Storage Tanks
Aggressive
2/1/2024
Monitoring
Medium Risk —
97
WWTP Clarifier #2 -basin
Treatment
Concrete &Metal
Storage Tanks
Aggressive
gg
2/1/2024
Monitoring
98
PS#8 - Fence and Lock
Other
Security Equipment
Low Risk— Routine2/1/2034
Maintenance
Medium Risk —
99
WWTP Digester Equipment
Treatment
Digester
Aggressive
2/1/2017
Monitoring
Medium Risk —
100
WWTP Clarifier #1- equipment
Treatment
Treatment
Equipment
Aggressive
2/1/2017
Monitoring
Medium Risk-
101
WWTP Clarifier #2 - equipment
Treatment
Treatment
AggressiveAggressive
2/1/2017
Monitoring
Medium Risk —
102
PS#8 - Wet Well
Pumping
Concrete &Metal
Aggressive
gg
2/1/2053
Facility
Storage Tanks
Monitoring
Medium Risk —
103
WWTP - Clarifier #3 - equipment
Treatment
Treatment
Equipment
Aggressive
2/1/2017
Monitoring
Medium Risk —
104
WWTP Influent Pump Station Bldg.
Other
Buildings
Aggressive
2/1/2021
Monitoring
65

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
Categoryi Replacement
Priority Asset •' Risk Date
IN
Concrete & Metal Low Risk — Routine 2 1 2038
/ /
105 WWTP Clarifier #3 -basin Treatment storage Tanks Maintenance
Medium Risk —
106
WWTP Digester Basin
Treatment
Digester
Aggressive
2/1/2024
Monitoring
107
WWTP Return Sludge Pump #1
Treatment
Pumping Equipment
Low Risk— Routine2/1/2017
Maintenance
108
WWTP Return Sludge Pump #2
Treatment
Pumping Equipment
Low Risk— Routine
Maintenance
2/1/2017
109
PS#4 Fence and Lock
Other
Security Equipment I
I
Low Risk —Routine
Maintenance
2/1/2037
Pumping
Concrete & Metal
Low Risk— Routine
2/1/2054
110
PS#9 Wet Well
Facility
Storage Tanks
Maintenance
Medium Risk —
111
PS#5 -Wet Well
Pumping
Concrete & Metal
Aggressive
2/1/2056
Facility
Storage Tanks
Monitoring
Medium Risk —
112
PS#6 -Wet Well
Pumping
Concrete & Metal
A ressive
gg
2/1/2056
Facility
Storage Tanks
Monitoring
Medium Risk —
113
WWTP Dissolved Oxygen Probe
Treatment
Tools and Shop
Aggressive
2/1/2028
Equipment
Monitoring
114
PS#2 - Perm Generator
Other
Generators
Low Risk —Routine
Maintenance
2/1/2035
Computer
Medium Risk —
115
Pump Station Telemetry System
Other
Equipment /
Aggressive
2/1/2023
Software
Monitoring
116
PS#2 - Fence and Lock
Other
Security Equipment
Low Risk — Routine
Maintenance
2/1/2041
Medium Risk —
117
PS#4 - Wet Well
Pumping
Concrete &Metal
Aggressive
2/1/2060
Facility
Storage Tanks
Monitoring
Medium Risk —
118
PS#1-Pump #2
Pumping
Pumping Equipment
Aggressive
2/1/2028
Facility
Monitoring
Medium Risk —
119
PS#1- Perm Generator
Other
Generators
Aggressive
2/1/2036
Monitoring
Medium Risk —
120
PS#3 -Pump #1
Pumping
Facility
Pumping Equipment
P g
Aggressive
2/1/2027
Monitoring
ASSET DETAILS FOLLOW

Asset Name: WWTP Elec/Motor Control Center
Associated Asset: None
Location: WWTP
Associated Location: None
Latitude: 0.0
Longitude: 0.0
Storage Capacity DaVs: None
LF: None
Acre: None
Asset Category: Treatment
Asset Type: Motor Controls / Drives
ID: None
Size: None
Material: None
Asset Status: Active
Condition: Fair (Average)
Probability of Failure: High
Consequence of Failure: Major
Capacity: Fullsized
Installation Date: 01/01/1984
Original Cost: 0
Replacement Costs: 500000
Maintenance Cost: 0
Expected Useful Life: 10.0
Task Task TVpe FrequencyDuration Cost
Assess Motor Control Center for Planned - Annual 2017-11-05 - $1,500
Upgrade or Replacement. Replacement 2017-11-05
Motor Control Center (MCC): Planned - Routine Daily 2017-04-03 - $4,246
Check Voltage/Ampere (V/A) on Maintenance 2018-04-23
motors fed from all MCCs.
Asset Name: WWTP Standby Generator
Associated Asset: None
Location: WWTP
Associated Location: None
Latitude: 0.0
Longitude: 0.0
Storage Capacity Days: None
LF: None
Acre: None
Asset Category: Other
Asset Type: Generators
ID: None
Size• None
Material: None
Asset Status: Active
Condition: Good
Probability of Failure: High
Consequence of Failure: Major
Capacity: Undersized
Installation Date: 01/01/1995
Original Cost: 0
Replacement Costs: 75000
Maintenance Cost: 0
Expected Useful Life: 20.0
67

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
Task Task .• Frequency Task Duration•
Assess standby generator for Planned - Annual 2017-11-06 - $100
replacement. Plant needs Replacement 2017-11-06
permanent generator adequately
sized.
Generator: Check Fuel level; Planned - Routine Weekly 2017-04-03 - $627
Inspect / exercise generator (using Maintenance 2018-04-30
check sheet).
Asset Priority. 3
Asset Name: WWTP Chlorine Contact Equipment
Associated Asset: None
Location: WWTP
Associated Location: None
Latitude: 0.0
Longitude: 0.0
Storage Capacity Days: None
LF: None
Acre• None
Asset Category: Treatment
Asset Type: Disinfection Equipment
ID: None
Size: None
Material: flashmixer and flowmeter
Asset Status: Active
Condition: Fair (Average)
Probability of Failure: High
Consequence of Failure: Major
Capacity, Fullsized
Installation Date: 01/01/1984
Original Cost: 0
Replacement Costs: 18700
Maintenance Cost: 0
Expected Useful Life: 10.0
Task
Task Type
Frequency Task Duration
Cost
Assess Chlorine Contact Equipment
Planned -
Annual 2017-11-06 -
$250
for replacement. Equipment has aged
Replacement
2017-11-06
beyond its useful life.
Chlorine Disinfection: Check for leaks
Planned - Routine
Daily
2017-04-03 -
$2,162
/ hoses.
Maintenance
2018-04-30
Chlorine Disinfection: Test leak alarm
Planned - Routine
Weekly
2017-04-03 -
$33
& exhaust system.
Maintenance
2018-04-02
Cl2 Residual Analyzer: Disassemble /
Planned - Routine
Weekly
2017-04-03 -
$110
clean / calibrate.
Maintenance
2018-04-02
Dechlorination: Check and replace
Planned - Routine
Monthly
2017-04-03 -
$143
Dechlorination gas (i.e. S02) supply.
Maintenance
2018-04-02
m

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
Flow meters: Annual calibration. Planned - Routine Annual 2018-01-01- $44
Maintenance 2018-01-01
Flow meters: Check recorder charts. Planned - Routine Daily 2017-04-03 - $2,162
Maintenance 2018-04-30
Asset Name: WWTP Operations Building
Location: WWTP
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Buildings
Size: 1932 square feet
Asset Status; Active
Probability of Failure: High
Ca aci Fullsized
Original Cost: 0
Maintenance Cost: 0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Other
ID: None
Material: Brick and Block/ exhaust hoods/crane/hoist
Condition: Fair (Average)
Consequence of Failure: Major
Installation Date: 01/01/1984
Replacement Costs: 434060
Expected Useful Life: 37.5
Task
�.
Task TyAssess
..
Duration
•
Operations Building for rehab
Planned -
Annual
2017-11-06 -
$500
needs or replacement. It is in fair
Replacement
2017-11-06
condition and aged beyond its useful
life; houses critical equipment.
Chlorine Disinfection: Clean building.
Planned - Routine
Monthly
2017-04-03 -
$286
Maintenance
2018-04-02
Shop: Conduct preventative
Planned - Routine
Monthly
2017-05-01-
$264
maintenance.
Maintenance
2018-04-01
Asset Name: WWTP Headworks Equip. including bar Associated Asset: None
screen and Grit Removal System
Location: WWTP Associated Location: None
Latitude: 0.0 Longitude: 0.0
:•

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
— Storage Capacity Days: None
LF: None
Acre• None
Asset Category: Treatment
Asset Type: Treatment Equipment
ID: None
Size: None
Material• None
Asset Status: Active
Condition: Good
Probability of Failure: High
Consequence of Failure: Moderate
Capacity: Fullsized
Installation Date: 01/01/1984
Original Cost: 0
Replacement Costs: 296780
Maintenance Cost: 0
Expected Useful Life: 12.5
Task
Task Type Frequency Task Duration
Cost
Assess Headworks Equipment for
Planned - Annual 2017-11-06 -
$500
rehab needs or replacement. Equip
Replacement 2017-11-06
has aged beyond useful life.
Grit Removal: Conduct Preventative
Planned - Routine
Weekly
2017-04-03 -
$66
Maintenance; Exercise / lube valves.
Maintenance
2018-04-02
Grit Removal: Remove grit and
Planned - Routine
Monthly
2017-04-03 -
$143
screenings.
Maintenance
2018-04-02
Asset Name: PS#1- Electrical Controls
Location: Wall's Trailer Park
Latitude• 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Motor Controls / Drives
Size• None
Asset Status: Active
Probability of Failure: High
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Pumping Facility
ID: None
Material: None
Condition: Good
Consequence of Failure: Moderate
Installation Date: 01/01/2000
Replacement Costs: 15000
Expected Useful Life: 10.0
70

ILIA • �.- : � U-' -�-►
Task
Task pe
Frequency Task Duration
Cost
controls for repair or replacement.
Replacement
2017-10-02
Preventative Maintenance:
Planned - Routine
Annual
2017-11-06 -
$22
Conduct annual inspection of
Maintenance
2017-11-06
electrical and motor controls for
pumps. Make repairs and
adjustments as needed.
Asset Name: PS#2 - Electrical Controls
Associated Asset: None
Location: Highland Pines
Associated Location: None
Latitude: 0.0
Longitude: 0.0
Storage Capacity Days: None
LF: None
Acre: None
Asset Category: Pumping Facility
Asset Type: Motor Controls / Drives
ID: None
Size: None
Material: None
Asset Status: Active
Condition: Good
Probability of Failure: High
Consequence of Failure: Moderate
Capacity: Fullsized
Installation Date: 01/01/1990
Original Cost: 0
Replacement Costs: 15000
Maintenance Cost: 0
Expected Useful Life: 10.0
Task
Task ..
FrequencyDuration
Assess electrical and motor
Planned -
Annual
2017-10-02 -
$25
controls for repair or replacement.
Replacement
2017-10-02
Preventative Maintenance:
Planned - Routine
Annual
2017-11-06 -
$22
Conduct annual inspection of
Maintenance
2017-11-06
electrical and motor controls for
pumps. Make repairs and
adjustments as needed.
Asset Name: 6" Clay Sewer Line - Poor Condition
Associated Asset: None
Location: Various
Associated Location: None
Latitude: 0.0
Longitude: 0.0
Storage Capacity Days: None
LF: 14539
71

Acre: None
Asset Type: Sewers
Size: 6"
Asset Status: Active
Probability of Failure: High
Capacity: Fullsized
Original Cost• 0
Maintenance Cost: 0
Asset Category: Collection
ID: None
Material: Clay
Condition: Poor
Consequence of Failure: Moderate
Installation Date: 01/01/1940
Replacement Costs: 436170
Expected Useful Life: 60.0
All sewer lines are to be assessed, including flow monitoring in areas known for I&I, by the Town in conjunction with
a consulting engineer. A plan for the repair or replacement of the lines in the system will be developed. The total
estimated cost for this has been included in the report.
Asset Name: 8" Clay Sewer Line - Poor Condition Associated Asset: None
Location: Various
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Sewers
Size• 8"
Asset Status: Active
Probability of Failure: High
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Associated Location: None
Longitude: 0.0
LF: 130581
Asset Category: Collection
ID: None
Material: Clay
Condition: Poor
Consequence of Failure: Moderate
Installation Date: 01/01/1940
Replacement Costs: 5223240
Expected Useful Life: 60.0
All sewer lines are to be assessed, including flow monitoring in areas known for I&I, by the Town in conjunction with
a consulting engineer. A plan for the repair or replacement of the lines in the system will be developed. The total
estimated cost for this has been included in the report.
Asset Name: Clay 10" Sewer Line - Poor Condition Associated Asset: None
Location: Various Associated Location: None
72

CIW OF HAMLET WASTEWATER ASSET MANAGEMENT pL.AN
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Tvpe: Sewers
Size: 10"
Asset Status: Active
Probability of Failure: High
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Longitude: 0.0
LF: 12757
Asset Category: Collection
ID: None
Material: Clay
Condition: Poor
Consequence of Failure: Moderate
Installation Date: 01/01/1940
Replacement Costs: 701635
Expected Useful Life: 60.0
All sewer lines are to be assessed, including flow monitoring in areas known for I&I, by the Town in conjunction with
a consulting engineer. A plan for the repair or replacement of the lines in the system will be developed. The total
estimated cost for this has been included in the report.
Asset Name: Clay 12" Sewer Line- Poor Condition
Location: Various
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Sewers
Size: 12"
Asset Status: Active
Probability of Failure: High
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: 1123
Asset Category: Collection
ID: None
Material: Clay
Condition: Poor
Consequence of Failure: Moderate
Installation Date: 01/01/1940
Replacement Costs: 67380
Expected Useful Life: 60.0
All sewer lines are to be assessed, including flow monitoring in areas known for I&I, by the Town in conjunction with
a consulting engineer. A plan for the repair or replacement of the lines in the system will be developed. The total
estimated cost for this has been included in the report.
73

Asset Name: Clay 15" Sewer Line - Poor Condition
Location: Various
Latitude: 0.0
Storage Capacity Days: None
Acre• None
Asset Type: Sewers
Size: 15"
Asset Status: Active
Probability of Failure: High
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: 932
Asset Category: Collection
ID: None
Material: Clay
Condition: Poor
Consequence of Failure: Moderate
Installation Date: 01/01/1940
Replacement Costs: 65240
Expected Useful Life: 60.0
All sewer lines are to be assessed, including flow monitoring in areas known for W, by the Town in conjunction with
a consulting engineer. A plan for the repair or replacement of the lines in the system will be developed. The total
estimated cost for this has been included in the report.
Asset Name: Clay 16" Sewer Line - Poor Condition
Location: Various
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Sewers
Size: 16"
Asset Status: Active
Probability of Failure: High
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: 1354
Asset Category: Collection
ID: None
Material• Clay
Condition: Poor
Consequence of Failure: Moderate
Installation Date: 01/O1/1940
Replacement Costs: 94780
Expected Useful Life: 60.0
74

CffY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
All sewer lines are to be assessed, including flow monitoring in areas known for I&I, by the Town in conjunction with
a consulting engineer. A plan for the repair or replacement of the lines in the system will be developed. The total
estimated cost for this has been included in the report.
Asset Name: Clay 21" Sewer Line - Poor Condition
Location: Various
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Tvpe: Sewers
Size: 21"
Asset Status: Active
Probability of Failure: High
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: 302
Asset Category: Collection
ID: None
Material: Clay
Condition: Poor
Consequence of Failure: Moderate
Installation Date: 01/01/1940
Replacement Costs: 25670
Expected Useful Life: 60.0
All sewer lines are to be assessed, including flow monitoring in areas known for I&I, by the Town in conjunction with
a consulting engineer. A plan for the repair or replacement of the lines in the system will be developed. The total
estimated cost for this has been included in the report.
Asset Name: Clay 24" Sewer Line - Poor Condition
Location: Various
Latitude: 0.0
Storage Capacity Days: None
Acre: None
AssetType: Sewers
Size: 24"
Asset Status: Active
Probability of Failure: High
Capacity: Fullsized
Original Cost. 0
Maintenance Cost: 0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: 10979
Asset Category: Collection
ID: None
Material: Clay
Condition: Poor
Consequence of Failure: Moderate
Installation Date: 01/01/1940
Replacement Costs: 1043005
Expected Useful Life: 60.0
75

All sewer lines are to be assessed, including flow monitoring in areas known for I&I, by the Town in conjunction with
a consulting engineer. A plan for the repair or replacement of the lines in the system will be developed. The total
estimated cost for this has been included in the report.
Asset Name: PVC 2" Sewer Line - Poor Condition Associated Asset: None
Location: Various Associated Location: None
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Sewers
Size: 2"
Asset Status: Active
Probability of Failure: High
Capacity: Undersized
Original Cost: 0
Maintenance Cost: 0
Longitude: 0.0
LF: 290
Asset Category: Collection
ID: None
Material: PVC
Condition: Poor
Consequence of Failure: Moderate
Installation Date: 01/01/1940
Replacement Costs: 11600
Expected Useful Life: 60.0
All sewer lines are to be assessed, including flow monitoring in areas known for I&i, by the Town in conjunction with
a consulting engineer. A plan for the repair or replacement of the lines in the system will be developed. The total
estimated cost for this has been included in the report.
17
Asset Name: PVC 6" Sewer Line - Poor Condition Associated Asset: None
Location: Various Associated Location: None
Latitude: 0.0 Longitude: 0.0
Storage Capacity Days: None LF: 1723
Acre: None
Asset Type: Sewers
Size: 6"
Asset Status: Active
Probability of Failure: High
Capacity: Fullsized
Asset Category: Collection
ID: None
Material: PVC
Condition: Poor
Consequence of Failure: Moderate
Installation Date: 01/01/1940
76

Original Cost: 0
Maintenance Cost: 0
Replacement Costs: 68920
Expected Useful Life: 60.0
All sewer lines are to be assessed, including flow monitoring in areas known for I&I, by the Town in conjunction with
a consulting engineer. A plan for the repair or replacement of the lines in the system will be developed. The total
estimated cost for this has been included in the report.
Asset Name: PVC 8" Sewer Line - Good Condition
Associated Asset: None
Location: Various
Associated Location: None
Latitude: 0.0
Longitude: 0.0
Storage Capacity Days: None
LF: 136345
Acre: None
Asset Category: Collection
Asset Tvpe: Sewers
ID: None
Size: 8"
Material: PVC
Asset Status: Active
Condition: Good
Probability of Failure: High
Consequence of Failure: Moderate
Capacity: Fullsized
Installation Date: 01/01/1940
Original Cost: 0
Replacement Costs: 5453800
Maintenance Cost: 0
Expected Useful Life: 60.0
All sewer lines are to be assessed, including flow monitoring in areas known for I&I, by the Town in conjunction with
a consulting engineer. A plan for the repair or replacement of the lines in the system will be developed. The total
estimated cost for this has been included in the report.
Asset Name: WWTP - Motors and Controls for Return
Sludge Pumps
Location: WWTP
Latitude: 0.0
Storage Capacity Days: None
Acre• None
Asset Type: Motor Controls / Drives
Size• None
Associated Asset: None
Associated Location. None
Longitude: 0.0
LF: None
Asset Category: Treatment
ID None
Material: None
77

CITY OF HAMLET W STEWATER ASSET MANAGEMENT PLAN
Asset Status: Active
Condition: Good
Probability of Failure: High
Consequence of Failure: Moderate
Capacity: Fullsized
Installation Date: 01/01/1984
Original Cost: 0
Replacement Costs: 20600
Maintenance Cost: 0
Expected Useful Life: 10.0
Task
Task Type Frequency Task Duration Cost
Preventative Maintenance:
Planned - Routine Annual 2017-11-06 - $100
Conduct annual insp. of return
Maintenance 2017-11-06
sludge motors and controls;
assess for rehab needs; service
motors.
':Asset Priority: 20
Asset Name: WWTP Chemical Feed Bldg Equipment
Associated Asset: None
Location: WWTP
Associated Location: None
Latitude: 0.0
Longitude: 0.0
Storage Capacity Days: None
LF: None
Acre: None
Asset Category: Treatment
Asset Type: Disinfection Equipment
ID: None
Size: None
Material: Soda ash/caustic feed system/sulfur dioxide
feed and scales,/ air compressors
Asset Status: Active Condition: Good
Probability of Failure: High Consequence of Failure: Moderate
Capacity: Fullsized Installation Date: 01/01/1994
Original Cost: 0 Replacement Costs: 45100
Maintenance Cost: 0 Expected Useful Life: 15.0
Task
Task Type
Frequency
Task Duration
Cost
Assess Chem Feed Bldg Equipment for
Planned -
Annual
2017-11-06 -
$200
replacement needs.
Replacement
2017-11-06
Chemical Feed System: Check chemical
Planned - Routine
Weekly
2017-04-03 -
$314
storage for availability.
Maintenance
2018-04-30
Preventive maint. to Chemical Feed Pumps.
Planned - Routine
Weekly
2017-04-03 -
$627
Maintenance
2018-04-30
78

EQI .. _ W _._ r�►, : �� `- a cll i1lr►`I
Asset Name: AC 8" Sewer Line- Fair Condition
Location: Various
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Sewers
Size• 8"
Asset Status: Active
Probability of Failure: High
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: 3422
Asset Category: Collection
ID: None
Material: Asbestos Concrete
Condition: Fair (Average)
Consequence of Failure: Moderate
Installation Date: 01/01/1960
Replacement Costs: 136880
Expected Useful Life: 60.0
All sewer lines are to be assessed, including flow monitoring in areas known for I&I, by the Town in conjunction with
a consulting engineer. A plan for the repair or replacement of the lines in the system will be developed. The total
estimated cost for this has been included in the report.
Asset Name: AC 24" Sewer Line - Fair Condition
Associated Asset: None
Location: Various
Associated Location: None
Latitude: 0.0
Longitude: 0.0
Storage Capacity Days: None
LF: 6387
Acre: None
Asset Category: Collection
Asset Type: Sewers
ID: None
Size: 24"
Material: Asbestos Concrete
Asset Status: Active
Condition: Fair (Average)
Probability of Failure: High
Consequence of Failure: Moderate
Capacity: Fullsized
Installation Date: 01/01/1960
Original Cost: 0
Replacement Costs: 54290
Maintenance Cost: 0
Expected Useful Life: 60.0
All sewer lines are to be assessed, including flow monitoring in areas known for I&I, by the Town in conjunction with
a consulting engineer. A plan for the repair or replacement of the lines in the system will be developed. The total
estimated cost for this has been included in the report.
79

Asset Name: PVC 8" Sewer Line - Fair Condition
Location: Various
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Sewers
Size: 8"
Asset Status: Active
Probability of Failure: High
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: 13265
Asset Category: Collection
ID: None
Material: PVC
Condition: Fair (Average)
Consequence of Failure: Moderate
Installation Date: 01/01/1960
Replacement Costs: 530600
Expected Useful Life: 60.0
All sewer lines are to be assessed, including flow monitoring in areas known for I&I, by the Town in conjunction with
a consulting engineer. A plan for the repair or replacement of the lines in the system will be developed. The total
estimated cost for this has been included in the report.
Asset Name: WWTP Chlorine Contact Chamber
Associated Asset: None
Location: WWTP
Associated Location: None
Latitude: 0.0
Longitude: 0.0
Storage Capacity Days: None
LF: None
Acre: None
Asset Category: Treatment
Asset Type: Concrete & Metal Storage Tanks
ID: None
Size: 800
Material: None
Asset Status: Active
Condition: Good
Probability of Failure: High
Consequence of Failure: Major
Capacity: Fullsized
Installation Date: 01/01/1984
Original Cost: 0
Replacement Costs: 181500
Maintenance Cost: 0
Expected Useful Life: 45.0
MIJ

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
Asset Name: Cast Iron 4" Pressure Sewer Line - Fair
Condition
Location: Various
Latitude: 0.0
Storage Capacity Days: None
Acre- None
Asset Type: Sewers
Size: 4"
Asset Status: Active
Probability of Failure: High
Capacity: Undersized
Original Cost: 0
Maintenance Cost: 0
Associated Asset: None
Associated Location: None
Longitude• 0.0
LF: 2092
Asset Category: Collection
ID: None
Material: Cast Iron
Condition: Poor
Consequence of Failure: Moderate
Installation Date: 01/01/1960
Replacement Costs: 125520
Expected Useful Life: 80.0
All sewer lines are to be assessed, including flow monitoring in areas known for I&I, by the Town in conjunction with
a consulting engineer. A plan for the repair or replacement of the lines in the system will be developed. The total
estimated cost for this has been included in the report.
Asset Name: WWTP Headworks - Structure
Associated Asset: None
Location: WWTP
Associated Location: None
Latitude: 0.0
Longitude: 0.0
Storage Capacity Days: None
LF: None
Acre• None
Asset Category: Treatment
Asset Type: Concrete & Metal Storage Tanks
ID: None
Size: 70S square feet
Material: Reinforced concrete
Asset Status: Active
Condition: Fair (Average)
Probability of Failure: High
Consequence of Failure: Moderate
Capacity: Fullsized
Installation Date: 01/01/1984
Original Cost: 0
Replacement Costs: 296780
Maintenance Cost: 0
Expected Useful Life: 45.0
81

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
Asset Name: WWTP - Splitter Box
Location: WWTP
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Concrete & Metal Storage Tanks
Size: 64 sq.ft.
Asset Status: Active
Probability of Failure: High
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Associated Asset: None
Associated Location: None
Lonaitude: 0.0
LF: None
Asset Category: Treatment
ID: None
Material: Reinforced concrete
Condition: Fair (Average)
Consequence of Failure: Moderate
Installation Date: 01/01/1984
Replacement Costs: 21340
Expected Useful Life: 45.0
Asset Priority. 28
Asset Name: WWTP Cascade Aerator
Associated Asset: None
Location: WWTP
Associated Location: None
Latitude: 0.0
Longitude: 0.0
Storage Capacity Days: None
LF: None
Acre: None
Asset Category: Treatment
Asset Type: Concrete & Metal Storage Tanks
ID: None
Size: 100 square feet
Material: Reinforced Concrete
Asset Status: Active
Condition: Good
Probability of Failure: High
Consequence of Failure: Moderate
Capacity: Fullsized
Installation Date: 01/01/1984
Original Cost: 0
Replacement Costs: 33000
Maintenance Cost: 0
Expected Useful Life: 45.0
82

CITY OF HAMLET WASTEWATER AQQUrPIkXAIKTAr-U-------
AN
Asset
•
Asset Name: WWTP Aeration Basin Associated Asset: None
Location: WWTP Associated Location: None
Latitude: 0.0 Longitude: 0.0
Storage Capacity Days: None LF: None
Acre: None Asset Category: Treatment
Asset Type: Concrete & Metal Storage Tanks ID: None
Size: 1 MGD Material: Concrere
Asset Status: Active Condition: Fair (Average)
Probability of Failure: High Consequence of Failure: Major
CapacitT. Fullsized Installation Date: 01/01/1994
Original Cost: 0 Replacement Costs: 2002990
Maintenance Cost: 0 Expected Useful Life: 45.0
Asset Name: WWTP Laboratory Equip/polymer Associated Asset: None
feed/computer eq.
Location: WWTP Associated Location: None
Latitude: 0.0 Longitude: 0.0
Storage Capacity Days: None LF: None
Acre: None Asset Category: Other
Asset Type: Lab / Monitoring Equipment ID: None
Size: None Material: Scales, Polymer feed, tanks, chartographs,
Asset Status: Active
Probability of Failure: High
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
computer equipment, SCADA
Condition: Good
Consequence of Failure: Major
Installation Date: 01/01/2004
Replacement Costs: 96800
Expected Useful Life: 12.0
83
Asset Name: WWTP Laboratory Equip/polymer Associated Asset: None
feed/computer eq.
Location: WWTP Associated Location: None
Latitude: 0.0 Longitude: 0.0
Storage Capacity Days: None LF: None
Acre: None Asset Category: Other
Asset Type: Lab / Monitoring Equipment ID: None
Size: None Material: Scales, Polymer feed, tanks, chartographs,
Asset Status: Active
Probability of Failure: High
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
computer equipment, SCADA
Condition: Good
Consequence of Failure: Major
Installation Date: 01/01/2004
Replacement Costs: 96800
Expected Useful Life: 12.0
83

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
Task
Task Type
Frequency•Cost
Assess all lab equip for replacement
Planned -
Annual
2017-10-02 -
$100
needs.
Replacement
2017-10-02
Composite Samplers: As appropriate,
Planned - Routine
Weekly
2017-04-04 -
$616
set-up Influent & Effluent samplers.
Maintenance
2018-04-24
Collect, preserve/stabilize, transport
samples.
Grab Samples: Fecal Coliform (FC).
Planned - Routine
Weekly
2017-04-03 -
$627
Maintenance
2018-04-30
Grab Samples: pH, Dissolved Oxygen
Planned - Routine
Daily
2017-04-03 -
$4,323
(DO), Total Residual Chlorine (TRC). x 2
Maintenance
2018-04-30
times daily
Asset Priority: 37.
Asset Name: PS#2 - Misc Fixtures
Location: Highland Pines
Latitude: 0.0
Storage Capacity Days: None
Acre• None
Asset Type: Miscellaneous Equipment
Size: Hoist, hatch, guiderails, etc.
Asset Status: Active
Probability of Failure: High
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Asset Priority: 32
Asset Name: PS#3 - Misc Fixtures
Location: Hamlet Middle School
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Pumping Facility
ID: None
Material: None
Condition: Good
Consequence of Failure: Minor
Installation Date: 01/01/1990
Replacement Costs: 5000
Expected Useful Life: 20.0
Associated Asset: None
Associated Location: None
:I

• tip•;•-u��..,. _ - -
•l
Latitude: 0.0
Storage Capacity Days: None
Acre• None
Asset Type: Miscellaneous Equipment
Size: Hoist, valve vault, guiderails, etc.
Asset Status: Active
Probability of Failure: High
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Longitude: 0.0
LF: None
Asset Category: Pumping Facility
ID: None
Material: None
Condition: Good
Consequence of Failure: Minor
Installation Date: 01/01/1984
Replacement Costs: 6000
Expected Useful Life: 20.0
Preventative Maintenance: Conduct Planned - Routine Annual 2017-11-06 - $22
annual inspection of equipment and Maintenance 2017-11-06
make repairs and adjustments as
needed.
Asset Priority: 33
Asset Name: WWTP Influent Pump Station Equipment Associated Asset: None
Other than Pumps
Location• WWTP
Associated Location: None
Latitude: 0.0
Longitude: 0.0
Storage Capacity Days: None
LF: None
Acre: None
Asset Category: Pumping Facility
Asset Type: Miscellaneous Equipment
ID: None
Size: None
Material: Motor control center/telem and autosampler
Asset Status: Active
Condition: Good
Probability of Failure: High
Consequence of Failure: Minor
Capacity: Fullsized
Installation Date: 01/01/1984
Original Cost: 0
Replacement Costs: 64700
Maintenance Cost: 0
Expected Useful Life: 15.0
85

Asset • ,
Asset Name: PVC 2" Pressure Sewer - Poor Condition Associated Asset: None
Location: Various
Associated Location: None
Latitude: 0.0
Longitude: 0.0
Storage Capacity Days: None
LF: 3036
Acre: None
Asset Category: Collection
Asset Type: Pressure Pipework
ID: None
Size: 2"
Material: PVC
Asset Status: Active
Condition: Poor
Probability of Failure: High
Consequence of Failure: Moderate
Capacity: Undersized
Installation Date: 01/01/1980
Original Cost: 0
Replacement Costs: 182160
Maintenance Cost: 0
Expected Useful Life: 60.0
All sewer lines are to be assessed, including flow monitoring in areas known for W, by the Town in conjunction with
a consulting engineer. A plan for the repair or replacement of the lines in the system will be developed. The total
estimated cost for this has been included in the report.
Asset Name: PVC 12" Pressure Sewer - Good Condition
Associated Asset: None
Location: Various
Associated Location: None
Latitude: 0.0
Longitude: 0.0
Storage Capacity Days: None
LF: 709
Acre: None
Asset Category: Collection
Asset Type: Pressure Pipework
ID: None
Size: 12"
Material: PVC
Asset Status: Active
Condition: Good
Probability of Failure: High
Consequence of Failure: Moderate
Capacity: Fullsized
Installation Date: 01/01/1980
Original Cost: 0
Replacement Costs: 56720
Maintenance Cost: 0
Expected Useful Life: 60.0
m

All sewer lines are to be assessed, including flow monitoring in areas known for I&I, by the Town in conjunction with
a consulting engineer. A plan for the repair or replacement of the lines in the system will be developed. The total
estimated cost for this has been included in the report.
Asset Priority 36
Asset Name: PS#9 - Pump #2
Location: Walls Trailer Park
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Pumping Equipment
Size: 2 HP submersible pump
Asset Status: Not in Use - Abandoned
Probability of Failure: High
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Assess PS #2 pumps for repair or
replacement.
Conduct a daily check of the pump
station to ensure proper operation.
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Pumping Facility
ID: None
Material: None
Condition: Good
Consequence of Failure: Minor
installation Date: 01/01/2008
Replacement Costs: 3500
Exnected Useful Life: 10.0
Planned - Annual 2017-11-06 -
Replacement 2017-11-06
Planned - Routine I Daily I 2017-04-03 -
Maintenance 2018-04-30
Asset Priority: 37
Asset Name: WWTP Return Sludge Building
Location: WWTP
Latitude: 0.0
Storage Capacity Days: None
Acre: None
AssetTVpe: Buildings
Size: 400 sq. ft.
Asset Status: Active
Probability of Failure: High
Capacity: Fullsized
Original Cost: 0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Other
ID: None
Material: Brick and Block
Condition: Fair (Average)
Consequence of Failure: Minor
Installation Date: 01/01/1984
Replacement Costs: 68600
$200
$4,323
87

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
0 Expected Useful Life: 37.5
Preventative Maintenance: Conduct Planned - Routine Annual 2017-11-06 -
annual inspection of building and make Maintenance 2017-11-06
repairs and adjustments as needed.
Asset Priority: 38
Asset Name: WWTP Storage Bldg (Old Sludge PS)
Location: WWTP
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Buildings
Size: 364 square feet
Asset Status: Active
Probability of Failure: High
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Other
ID: None
Material: Brick and Block
Condition: Fair (Average)
Consequence of Failure: Minor
Installation Date: 01/01/1984
Replacement Costs: 50050
Preventative Maintenance: Conduct Planned - Routine
annual inspection of building and make Maintenance
repairs and adjustments as needed.
Asset Priority: 39
Asset Name: WWTP Chemical Feed Building
Location: WWTP
Latitude: 0.0
Storage Capacity Days: None
Acre• None
Asset Type: Buildings
Size: 288
Asset Status: Active
Probability of Failure: High
$22
seful Life: 37.5
-.Task Duration Cosl
Annual 2017-11-06 - $22
2017-11-06
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Other
ID: None
Material: Brick and Block
Condition: Fair (Average)
Consequence of Failure: Minor
88

Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Installation Date: 01/01/1984
Replacement Costs: 64680
Expected Useful Life: 37.5
Asset Priorfty: •0
Asset Name: Cast Iron 8" Sewer Line - Fair Conditon
Associated Asset: None
Location: Various
Associated Location: None
Latitude: 0.0
Longitude: 0.0
Storage Capacity Days: None
LF: 148
Acre: None
Asset Category: Collection
Asset Type: Sewers
ID: None
Size: 8"
Material: Cast Iron
Asset Status: Active
Condition: Fair (Average)
Probability of Failure: High
Consequence of Failure: Moderate
Capacity: Fullsized
Installation Date: 01/01/1970
Original Cost: 0
Replacement Costs: 11840
Maintenance Cost: 0
Expected Useful Life: 80.0
All sewer lines are to be assessed, including flow monitoring in areas known for I&1, by the Town in conjunction with
a consulting engineer. A plan for the repair or replacement of the lines in the system will be developed. The total
estimated cost for this has been included in the report.
Asset Name: PVC 8" Pressure Sewer- Good Condition
Location: Various
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Sewers
Size: 8"
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: 19457
Asset Category: Collection
ID: None
Material: PVC
W,

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
Asset Status: Active
Probability of Failure: High
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Condition: Good
Consequence of Failure: Moderate
Installation Date: 01/01/1980
Replacement Costs: 1070135
Expected Useful Life: 60.0
All sewer lines are to be assessed, including flow monitoring in areas known for I&I, by the Town in conjunction with
a consulting engineer. A plan for the repair or replacement of the lines in the system will be developed. The total
estimated cost for this has been included in the report.
Asset Name. PVC 12" Sewer Line - Good Condition
Associated Asset: None
Location: Various
Associated Location: None
Latitude: 0.0
Longitude: 0.0
Storage Capacity Days: None
LF: 22178
Acre: None
Asset Category: Collection
Asset Type: Sewers
ID: None
Size: 12"
Material: PVC
Asset Status: Active
Condition: Good
Probability of Failure: High
Consequence of Failure: Moderate
Capacity: Fullsized
Installation Date: 01/01/1980
Original Cost: 0
Replacement Costs: 1330680
Maintenance Cost: 0
Expected Useful Life: 60.0
All sewer lines are to be assessed, including flow monitoring in areas known for I&I, by the Town in conjunction with
a consulting engineer. A plan for the repair or replacement of the lines in the system will be developed. The total
estimated cost for this has been included in the report.
Asset PrloutV: 43`
Asset Name: PS#1- Misc Fixtures
Location: Wall's Trailer Park
Latitude: 0.0
Storage Capacity Days: None
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None

HAMLETCITY OF WAST-F
- W T_ l/L -
Acre: None
Asset Type: Miscellaneous Equipment
Size: Hoist, hatch, guideralls, etc.
Asset Status: Active
Probability of Failure: High
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Asset Category: Pumping Facility
ID: None
Material: None
Condition: Good
Consequence of Failure: Minor
Installation Date: 01/O1/2000
Replacement Costs: 8500
Expected Useful Life: 20.0
Asset Name: PS#2 - Wet Well
Associated Asset: None
Location: Highland Pines
Associated Location: None
Latitude: 0.0
Longitude: 0.0
Storage Capacity Days: None
LF: None
Acre: None
Asset Category: Pumping Facility
Asset Type: Concrete & Metal Storage Tanks
ID: None
Size: None
Material: None
Asset Status: Active
Condition: Good
Probability of Failure: High
Consequence of Failure: Moderate
Capacity: Undersized
Installation Date: 01/01/1990
Original Cost: 0
Replacement Costs: 15000
Maintenance Cost: 0
Expected Useful Life: 45.0
91

Asset Name: WWTP Yard Piping
Associated Asset: None
Location: WWTP
Associated Location: None
Latitude: 0.0
Longitude: 0.0
Storage Capacity Days: None
LF: None
Acre: None
Asset Category: Collection
Asset Type: Pressure Pipework
ID: None
Size: Various
Material: PVC
Asset Status: Active
Condition: Good
Probability of Failure: High
Consequence of Failure: Moderate
Capacity: Fullsized
Installation Date: 01/O1/1984
Original Cost: 0
Replacement Costs: 554400
Maintenance Cost: 0
Expected Useful Life: 60.0
Asset Priority: 4.
Asset Name: PS#2 - Pump #1
Associated Asset: None
Location: Highland Pines
Associated Location: None
Latitude: 0.0
Longitude: 0.0
Storage Capacity Days: None
LF: None
Acre: None
Asset Category: Pumping Facility
Asset Type: Pumping Equipment
ID: None
Size: 15 HP submersible
Material: None
Asset Status: Active
Condition: Good
Probability of Failure: High
Consequence of Failure: Moderate
Capacity: Fullsized
Installation Date: O1/01/1990
Original Cost: 0
Replacement Costs: 8000
Maintenance Cost: 0
Expected Useful Life: 10.0
92

Asset Name: PS#7 - Pump #2
Associated Asset: None
Location: HWY 177 South
Associated Location: None
Latitude: 0.0
Longitude: 0.0
Storage Capacity Days: None
LF: None
Acre: None
Asset Category: Pumping Facility
Asset Type: Pumping Equipment
ID: None
Size: S HP submersible pump
Material: None
Asset Status: Active
Condition: Good
Probability of Failure: High
Consequence of Failure: Moderate
Capacity Fullsized
Installation Date: 01/01/1992
Original Cost: 0
Replacement Costs: 3500
Maintenance Cost: 0
Expected Useful Life: 10.0
Asset Name: PS#7 - Electrical Controls
Associated Asset: None
Location: HWY 177 South
Associated Location: None
Latitude: 0.0
Longitude: 0.0
Storage Capacity Days: None
LF: None
Acre: None
Asset Category: Pumping Facility
Asset Type: Motor Controls / Drives
ID: None
Size: None
Material: None
Asset Status: Active
Condition: Fair (Average)
Probability of Failure: High
Consequence of Failure: Moderate
Capacity- Fullsized
Installation Date: 01/01/1992
95

:u :
Size: None
Asset Status: Active
Probability of Failure: High
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Material: None
Condition: Good
Consequence of Failure: Moderate
Installation Date: 01/01/1984
Replacement Costs: 15000
Expected Useful Life: 10.0
Task
Task .-
Frequency
Task Duration Cost
Assess electrical and motor
Planned -
Annual
2017-10-02 - $25
controls for repair or replacement.
Replacement
2017-10-02
Preventative Maintenance:
Planned - Routine
Annual
2017-11-06 -
$22
Conduct annual inspection of
Maintenance
2017-11-06
electrical and motor controls for
pumps. Make repairs and
adjustments as needed.
,.
_ Asset Name: PS#7 - Pump #1
Associated Asset: None
Location: HWY 177 South
Associated Location: None
Latitude: 0.0
Longitude: 0.0
Storage Capacity Days: None
LF: None
Acre: None
Asset Category: Pumping Facility
Asset Type: Pumping Equipment
ID: None
Size: 5 HP submersible pump
Material: None
Asset Status. Active
Condition: Good
Probability of Failure: High
Consequence of Failure: Moderate
Capacity: Fullsized
Installation Date: 01/01/1992
Original Cost: 0
Replacement Costs: 3500
Maintenance Cost: 0
Expected Useful Life: 10.0
irZ!

CITY OF HAMLET WAqTFl, a #CM. _' _.mil
Storage Capacity Days: None
Acre: None
Asset Type: Pumping Equipment
Size: 2 HP submersible pump
Asset Status: Not in Use - Back Up
Probability of Failure: Medium
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
LF: None
Asset Category: Pumping Facility
ID: None
Material: None
Condition: Excellent
Consequence of Failure: Moderate
Installation Date: 01/01/2008
Replacement Costs: 3500
Expected Useful Life: 10.0
FrequencyTask Task Type
Assess PS #2 pumps for repair or Planned- Replacement Annual 2017-11-06 - 2017- $200
replacement. 11-06
Conduct a daily check of the Planned - Routine Daily 2017-04-03 - 2018- $4,323
pump station to ensure proper Maintenance 04-30
operation.
Asset Priority: 54
Asset Name: PS#8 - Electrical Controls
Location: Industrial Park
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Motor Controls / Drives
Size! None
Asset Status: Not in Use - Back Up
Probability of Failure: Medium
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF• None
Asset Category: Pumping Facility
ID: None
Material: None
Condition: Excellent
Consequence of Failure: Moderate
Installation Date: 01/01/2008
Replacement Costs: 10000
Expected Useful Life: 10.0
97

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
Original Cost: 0
Maintenance Cost: 0
Replacement Costs: 10000
Expected Useful Life: 10.0
Task
Task . -
Frequency
Task Duration
Cost
Assess electrical and motor
Planned -
Annual
2017-10-OZ -
$25
controls for repair or replacement.
Replacement
2017-10-02
Preventative Maintenance:
Planned - Routine
Annual
2017-11-06 -
$22
Conduct annual inspection of
Maintenance
2017-11-06
electrical and motor controls for
pumps. Make repairs and
adjustments as needed.
Asset Priority: 52
Asset Name: PS#8 - Pump #1
Location: Industrial Park
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Pumping Equipment
Size: 2 HP submersible pump
Asset Status: Not in Use - Back Up
Probability Of Failure: Medium
Capacity: Fulisized
Original Cost: 0
Maintenance Cost: O
Asset Priority 53
Asset Name: PS#8 - Pump #2
Location: Industrial Park
Latitude: 0.0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Pumping Facility
ID• None
Material: None
Condition: Excellent
Consequence of Failure: Moderate
Installation Date: 01/01/2008
Replacement Costs: 3500
Expected Useful Life: 10.0
Associated Asset: None
Associated Location: None
Longitude: 0.0
W.

CITY OF IMMLET WASTEWATER ASSET MANAGEMENT PLAN
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Installation Date: 01/01/1980
Replacement Costs: 1232000
Expected Useful Life: 80.0
All sewer lines are to be assessed, including flow monitoring in areas known for I&I, by the Town in conjunction with
a consulting engineer. A plan for the repair or replacement of the lines in the system will be developed. The total
estimated cost for this has been included in the report.
Asset Priority: 57
Asset Name: PVC 24" Sewer Line - Good Condition
Location: Various
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Sewers
Size: 24"
Asset Status: Active
Probability of Failure: Medium
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: 978
Asset Category: Collection
ID: None
Material: PVC
Condition: Good
Consequence of Failure: Moderate
Installation Date: 01/01/1980
Replacement Costs: 88020
Expected Useful Life: 80.0
All sewer lines are to be assessed, including flow monitoring in areas known for I&I, by the Town in conjunction with
a consulting engineer. A plan for the repair or replacement of the lines in the system will be developed. The total
estimated cost for this has been included in the report.
Asset Priority: 58
Asset Name: PS#5 - Pump #1
Location: Ware Street
Latitude: 0.0
Storage Capacity Days: None
Acre; None
Asset Type: Pumping Equipment
Size: 5 HP submersible pump
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Pumping Facility
ID: None
Material: None
• •

Asset Priority: SS
Asset Name: PVC 4" Sewer Line - Poor Condition
Location: Various
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Sewers
Size: 4"
Asset Status: Active
Probability of Failure: Medium
Capacity: Undersized
Original Cost: 0
Maintenance Cost: 0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: 5031
Asset Category: Collection
ID: None
Material: PVC
Condition: Poor
Consequence of Failure: Moderate
Installation Date: 01/01/1980
Replacement Costs: 276705
Expected Useful Life: 100.0
All sewer lines are to be assessed, including flow monitoring in areas known for I&I, by the Town in conjunction with
a consulting engineer. A plan for the repair or replacement of the lines in the system will be developed. The total
estimated cost for this has been included in the report.
Asset Priority 56
Asset Name: PVC 10" Sewer Line - Good Condition
Location: Various
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Tyoe: Sewers
Size: 10"
Asset Status: Active
Probability of Failure: Medium
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: 22400
Asset Category: Collection
ID. None
Material: PVC
Condition: Good
Consequence of Failure: Moderate
M

Latitude: 0.0
Storage Capacity Days: None
Acre• None
Asset Tvpe: Motor Controls / Drives
Size• None
Asset Status: Active
Probability of Failure: Medium
Capacity: Fuiisized
Original Cost: 0
Maintenance Cost: 0
Longitude: 0.0
LF: None
Asset Category: Pumping Facility
ID: None
Material: None
Condition: Good
Consequence of Failure: Moderate
Installation Date: 01/01/2008
Replacement Costs: 10000
Expected Useful Life: 10.0
Task Task Type Frequency Task Duration Cost
Assess electrical and motor Planned - Annual 2017-10-02 - $25
controls for repair or replacement. Replacement 2017-10-02
Preventative Maintenance: Planned - Routine Annual 2017-11-06 - $22
Conduct annual inspection of Maintenance 2017-11-06
electrical and motor controls for
pumps. Make repairs and
adjustments as needed.
Asset Priority: 61
Asset Name: PS#6 - Pump #1
Location: Wall Street
Latitude: 0.0
Storage Capacity Days: None
Acre• None
Asset Type: Pumping Equipment
Size: 5 HP submersible pump
Asset Status: Active
Probability of Failure: Medium
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Pumping Facility
ID: None
Material: None
Condition: Good
Consequence of Failure: Moderate
Installation Date: 01/01/2008
Replacement Costs: 3500
Expected Useful Life: 10.0
101

Asset Priority: 62
Asset Name: PS#6 - Pump #2
Location: Wall Street
Latitude: 0.0
Storage Capacity Days: None
Acre• None
Asset Type: Pumping Equipment
Size: 5 HP submersible pump
Asset Status: Active
Probability of Failure: Medium
Capacity- Fullsized
Original Cost: 0
Maintenance Cost: 0
Asset Priority: 63
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Pumping Facility
ID: None
Material: None
Condition: Good
Consequence of Failure: Moderate
Installation Date: 01/01/2008
Replacement Costs: 3500
Expected Useful Life: 10.0
Asset Name: PS#6 - Electrical Controls Associated Asset: None
Location: Wall Street Associated Location: None
Latitude: 0.0 Longitude: 0.0
Storage Capacity Days: None LF: None
Acre: None Asset Category: Pumping Facility
Asset Type: Motor Controls / Drives ID: None
Size: None Material: None
102

CIV O4 _WiWASTEW—ATER15547U #XI,#,GEIIEW PUA
Task Task Type Frequency Task Duration Cost
Assess PS #2 pumps for repair or Planned - Annual 2017-11-06 - 2017- $200
replacement. Replacement 11-06
Conduct a daily check of the Planned - Routine Daily 2017-04-03 - 2018- $4,323
pump station to ensure proper Maintenance 04-30
operation.
Asset Name: PS#2 - Pump #2
Associated Asset: None
Location: Highland Pines
Associated Location: None
Latitude: 0.0
Longitude: 0.0
Storage Capacity Days: None
LF: None
Acre- None
Asset Categorv: Pumping Facility
Asset Type: Pumping Equipment
ID: None
Size: 15 HP submersible
Material: None
Asset Status: Active
Condition: Good
Probability of Failure: High
Consequence of Failure: Moderate
Capacity: Fullsized
Installation Date: 01/01/1990
Original Cost: 0
Replacement Costs: 8000
Maintenance Cost: 0
Expected Useful Life: 10.0
Task Task Type Frequency Task Duration Cost
Assess PS #2 pumps for repair or Planned - Annual 2017-11-06 - $200
replacement. Replacement 2017-11-06
Conduct a daily check of the Planned - Routine Daily 2017-04-03 - $4,323
pump station to ensure proper Maintenance 2018-04-30
operation.
Asset Priority: ,;
Asset Name: PS#3 - Electrical Controls
Associated Asset: None
Location: Hamlet Middle School
Associated Location: None
Latitude: 0.0
Longitude: 0.0
Storage Capacity Days: None
LF: None
Acre: None
Asset Category: Pumping Facility
Asset Type: Motor Controls / Drives
ID: None
93

_IW191MUMAttw=Y
Asset Status: Active
Probability of Failure: Medium
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Asset Priority: 59
Asset Name: PS#5 - Pump #2
Location: Ware Street
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Pumping Equipment
Size: 5 HP submersible pump
Asset Status: Active
Probability of Failure: Medium
Capacity: Fullsized
Original Cost: o
Maintenance Cost: 0
Asset Priority: 60
Asset Name: PS#5 - Electrical Controls
Location: Ware Street
Condition: Good
Consequence of Failure: Moderate
Installation Date: 01/01/2008
Replacement Costs: 3500
Expected Useful Life: 10.0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Pumping Facility
ID: None
Material: None
Condition: Good
Consequence of Failure: Moderate
Installation Date: 01/01/2008
Replacement Costs: 3500
Expected Useful Life: 10.0
Associated Asset: None
Associated Location: None
100

FIROMR-1, MIT --
Asset Status: Active
Probability of Failure: Medium
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Condition: Good
Consequence of Failure: Moderate
Installation Date: 01/01/2008
Replacement Costs: 10000
Expected Useful Life: 10.0
FrequencyTask Task Type .Cost
Assess electrical and motor controls for Planned - Annual 2017-10-02 - $25
repair or replacement. Replacement 2017-10-02
Preventative Maintenance: Conduct Planned - Routine Annual 2017-11-06 - $22
annual inspection of electrical and motor Maintenance 2017-11-06
controls for pumps. Make repairs and
adjustments as needed.
Asset Priority: 64
Asset Name: Cast Iron 24" Sewer Line - Good Condition Associated Asset: None
Location: Various
Associated Location: None
Latitude: 0.0
Longitude: 0.0
Storage Capacity Days: None
LF: 548
Acre: None
Asset Category: Collection
Asset Type: Sewers
ID: None
Size: 24"
Material: Cast Iron
Asset Status: Active
Condition: Good
Probability of Failure: High
Consequence of Failure: Minor
Capacity: Fullsized
Installation Date: 01/01/1960
Original Cost: 0
Replacement Costs: 87680
Maintenance Cost: 0
Expected Useful Life: 100.0
All sewer lines are to be assessed, including flow monitoring in areas known for I&I, by the Town in conjunction with
a consulting engineer. A plan for the repair or replacement of the lines in the system will be developed. The total
estimated cost for this has been included in the report.
Asset Priority: 65
Asset Name: PS#13 - Wet Well
Associated Asset: None
103

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
Location: Hamlet Middle School
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Concrete & Metal Storage Tanks
Size• None
Asset Status: Active
Probability of Failure: Medium
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Asset Priority: 66
Asset Name: WWTP Sludge Drying Beds
Location: WWTP
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Solid Waste Handling & Disposal
Size: 5840 square feet
Asset Status: Not in Use - Abandoned
Probability of Failure: High
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Pumping Facility
ID: None
Material: None
Condition: Good
Consequence of Failure: Moderate
Installation Date: 01/01/1984
Replacement Costs: 30000
Expected Useful Life: 45.0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Treatment
ID: Not in Use
Material: Reinforced Concrete
Condition: Fair (Average)
Consequence of Failure: Insignificant
Installation Date: 01/01/1992
Replacement Costs: 96360
Expected Useful Life: 20.0
104

Asset Priority: 67
Asset Name: WWTP Floating Aerator #1- 25HP Motor
Location: WWTP
Latitude: 0.0
Storage Capacity Days: None
Acre' None
Asset Type: Motor Controls / Drives
Size: 25HP
Asset Status: Active
Probability of Failure: High
Capacity: Fulisized
Original Cost: 0
Maintenance Cost: 0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Treatment
ID: None
Material: None
Condition: Good
Consequence of Failure: Minor
Installation Date: 01/01/1994
Replacement Costs: 28100
Expected Useful Life: 15.0
Asset Priority: 68
Asset Name: WWTP Floating Aerator #5 - 50 HP Motor Associated Asset: None
Location: WWTP Associated Location: None
Latitude: 0.0 Longitude: 0.0
Storage Capacity Days: None LF: None
Acre: None Asset Category: Treatment
Asset Type: Motor Controls / Drives ID: None
Size: 50 HP Material: None
Asset Status: Active Condition: Good
Probability of Failure: High Consequence of Failure: Minor
105

Capacity: Undersized Installation Date: 01/01/1994
Original Cost: 0 Replacement Costs: 35000
Maintenance Cost: 0 Expected Useful Life: 15.0
Asset Priority: 69
Asset Name: PS#3 - Fence and Lock
Location: Hamlet Middle School
Latitude: 0.0
Storage Capacity Days: None
Acre• None
Asset Type: Security Equipment
Size: None
Asset Status: Active
Probability of Failure: High
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Asset Priority: 70
Asset Name: PS#7 - Misc Fixtures
Location: HWY 177 South
Latitude: 0.0
Storage Capacity Days: None
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Other
ID: None
Material: None
Condition: Good
Consequence of Failure: Insignificant
Installation Date: 01/01/1984
Replacement Costs: 5000
Expected Useful Life: 25.0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LP None
106

YY OF HAMLEI Y_; VM4,113alO"W;aW
Asset Priority: 74
Asset Name: PS#1- Wet Well
Location: Wall's Trailer Park
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Concrete & Metal Storage Tanks
Size: None
Asset Status: Active
Probability of Failure: Medium
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Asset Priority: 75
Asset Name: PS#1- Pump #1
Location: Wall's Trailer Park
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Pumping Equipment
Size: 75 HP submersible REBUILT 2014
Asset Status: Active
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Pumping Facility
ID: None
Material: None
Condition: Good
Consequence of Failure: Moderate
Installation Date: 01/01/2000
Replacement Costs: 15000
Expected Useful Life: 45.0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Pumping Facility
ID: None
Material: None
Condition: Excellent
109

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
Asset Priority: 72
Asset Name: WWTP Floating Aerator #3 - 25 HP
Location: WWTP
Latitude: 0.0
Storage Capacity DaVs: None
Acre: None
Asset Type: Motor Controls / Drives
Size: 25HP
Asset Status: Active
Probability of Failure: High
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Asset Priority: 73
Asset Name: WWTP Floating Aerator #4 - 25 HP
Location: WWTP
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Motor Controls / Drives
Size: 25HP
Asset Status: Active
Probability of Failure: High
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Treatment
ID: None
Material: None
Condition: Good
Consequence of Failure: Minor
Installation Date: 01/01/1994
Replacement Costs: 28100
Expected Useful Life: 15.0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LP: None
Asset Category: Treatment
ID: None
Material: None
Condition: Good
Consequence of Failure: Minor
Installation Date: 01/01/1994
Replacement Costs: 28100
Expected Useful Life: 15.0
108

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Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Pumping Equipment
Size: 2 HP submersible pump
Asset Status: Not in Use - Abandoned
Probability of Failure: High
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Assess PS #2 pumps for repair or I Planned -
replacement. Replacement
Longitude: 0.0
LF: None
Asset Category: Pumping Facility
ID: None
Material: None
Condition: Good
Consequence of Failure: Insignificant
Installation Date: 01/O1/2008
Replacement Costs: 3500
Expected Useful Life: 10.0
Annual I 2017-11-06 - I $200
2017-11-06
Conduct a daily check of the pump Planned - Routine Daily 2017-04-03 - $4,323
station to ensure proper operation. Maintenance 2018-04-30
Asset Priority: 78
Asset Name: PS#9 - Electrical Controls
Location: Walls Trailer Park
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Motor Controls / Drives
Size: None
Asset Status: Not in Use - Abandoned
Probability of Failure: High
Capacity: Undersized
Original Cost: 0
Maintenance Cost: 0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Pumping Facility
ID: None
Material: None
Condition: Fair (Average)
Consequence of Failure: Insignificant
Installation Date: 01/01/2008
Replacement Costs: 10000
Expected Useful Life: 10.0
111

Probability of Failure: Medium Consequence of Failure: Moderate
Capacity: Fullsized Installation Date: 01/01/2014
Original Cost: 0 Replacement Costs: 23000
Maintenance Cost: 0 Expected Useful Life: 5.0
Task Task .- Frequency
Collection System: Daily check of Planned - Routine Daily 2017-04-03 - $4,323
pumping station for proper Maintenance 2018-04-30
functioning.
Assess PS pumps for repair or Planned - Annual 2017-11-06 - $200
replacement. Replacement 2017-11-06
Asset Priority- 76
Asset Name: PS#8 - Perm Generator
Location: Industrial Park
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Generators
Size: None
Asset Status: Not in Use - Back Up
Probability of Failure: Medium
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Asset Priority: 77
Asset Name: PS#9 - Pump #1
Location: Walls Trailer Park
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Other
ID: None
Material: None
Condition: Excellent
Consequence of Failure: Moderate
Installation Date: 01/01/2008
Replacement Costs: 50000
Expected Useful Life: 20.0
Associated Asset: None
Associated Location: None
110

Probability of Failure: Medium
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Consequence of Failure: Major
Installation Date: 01/01/2013
Replacement Costs: 80000
Expected Useful Life: 10.0
Asset Priority- 81
Asset Name: PS#5 - Misc Fixtures
Associated Asset: None
Location: Ware Street
Associated Location: None
Latitude: 0.0
Longitude: 0.0
Storage Capacity Days: None
LF: None
Acre: None
Asset Category: Pumping Facility
Asset Type: Miscellaneous Equipment
ID: None
Size: Hoist, hatch, vault, guiderails, etc.
Material: None
Asset Status: Active
Condition: Good
Probability of Failure: Medium
Consequence of Failure: Minor
Capacity: Undersized
Installation Date: 01/01/2008
Original Cost: 0
Replacement Costs: 6000
Maintenance Cost: 0
Expected Useful Life: 20.0
Preventative Maintenance: Conduct Planned - Routine Annual 2017-11-06 -
annual inspection of equipment and Maintenance 2017-11-06
make repairs and adjustments as
needed.
Asset Priority. 82
Asset Name: PS#6 - Misc Fixtures
Location: Wall Street
Latitude: 0.0
Associated Asset: None
Associated Location: None
Longitude: 0.0
$22
113

Asset Priority: 79
Asset Name: PS#9 - Misc Fixtures
Location: Walls Trailer Park
Latitude• 0.0
Storage Capacity Days: None
Acre• None
Asset Type: Pumping Equipment
Size: None
Asset Status: Not in Use - Abandoned
Probability of Failure: High
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Asset Priority: 80
Asset Name: WWTP Influent Pump #1
Location: WWTP
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Pumping Equipment
Size: 2 dual speed
Asset Status: Active
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Pumping Facility
ID: None
Material• None
Condition: Good
Consequence of Failure: Insignificant
Installation Date: 01/O1/2008
Replacement Costs: $000
Expected Useful Life: 10.0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Treatment
ID: None
Material: None
Condition: Good
112

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Asset Priority: 84
Asset Name: PS#3 - Pump #2
Location: Hamlet Middle School
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Tvpe: Pumping Equipment
Size: above ground Rupp
Asset Status: Active
Probability of Failure: Medium
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Pumping Facility
ID: None
Material: None
Condition: Good
Consequence of Failure: Moderate
Installation Date: 01/01/2011
Replacement Costs: 4500
Expected Useful Life: 10.0
Task Task Type Frequency Task Duration Cost
Assess PS #2 pumps for repair or Planned - Annual 2017-11-06 - $200
replacement. Replacement 2017-11-06
Conduct a daily check of the pump Planned - Routine Daily 2017-04-03 - $4,323
station to ensure proper Maintenance 2018-04-30
operation.
Asset Priority: 85
Asset Name: PS#4 - Pump #1
Location: HWY 177 North
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Pumping Equipment
Size: submersible pump
Asset Status: Active
Probability of Failure: Medium
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Pumping Facility
ID: None
Material: None
Condition: Good
Consequence of Failure: Moderate
Installation Date: 01/01/2011
Replacement Costs: 3500
Expected Useful Life: 10.0
115

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
Acre: None
Asset Type: Miscellaneous Equipment
Size: None
Asset Status: Active
Probability of Failure: High
Ca aci : Fullsi2ed
Original Cost: 0
Maintenance Cost: 0
Asset Priority 71
Asset Name: WWTP Floating Aerator #2 - 25HP
Location: WWTP
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Motor Controls / Drives
Size: 25HP
Asset Status: Active
Probability of Failure: High
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Asset Category: Pumping Facility
ID: None
Material: None
Condition: Fair (Average)
Consequence of Failure: Minor
Installation Date: 01/01/1992
Replacement Costs: 6000
Expected Useful Life: 20.0
Associated Asset: None
Associated Location: None
Loneitude: 0.0
LF: None
Asset Category: Treatment
ID: None
Material: None
Condition: Good
Consequence of Failure: Minor
Installation Date: 01/01/1994
Replacement Costs: 28100
Expected Useful Life: 15.0
107

CITY OF HAMLET _ WASTEWATER ASSET MANAGEMENT PLAN
Storage Capacity Days: None
Acre: None
Asset Type: Miscellaneous Equipment
Size: Hoist, hatch, vault, guiderails, etc.
Asset Status: Active
Probability of Failure: Medium
Capacity: Undersized
Original Cost: 0
Maintenance Cost: 0
LF: None
Asset Category: Pumping Facility
ID: None
Material: None
Condition: Good
Consequence of Failure: Minor
Installation Date: 01/01/2008
Replacement Costs: 6000
Expected Useful Life: 20.0
Preventative Maintenance: Conduct Planned - Routine Annual 2017-11-06 -
annual inspection of equipment and Maintenance 2017-11-06
make repairs and adjustments as
needed.
Asset Priority: 83
Asset Name: PS#7 - Wet Well
Location: HWY 177 South
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Concrete & Metal Storage Tanks
Size• None
Asset Status: Active
Probability of Failure: Medium
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Pumping Facility
ID: None
Material: None
Condition: Fair (Average)
Consequence of Failure: Moderate
Installation Date: 01/01/1992
Replacement Costs: 15000
Expected Useful Life: 45.0
Preventative Maintenance: Conduct Planned - Routine Annual 2017-11-06 -
annual inspection of equipment and Maintenance 2017-11-06
make repairs and adjustments as
needed.
$22
$22
114

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
Asset Priority: 86
Asset Name: PS#4 - Pump #2
Associated Asset: None
Location: HWY 177 North
Associated Location: None
Latitude: 0.0
Longitude: 0.0
Storage Capacity Days: None
LF: None
Acre: None
Asset Category: Pumping Facility
Asset Type: Pumping Equipment
ID: None
Size: submersible pump
Material: None
Asset Status: Active
Condition: Good
Probability of Failure: Medium
Consequence of Failure: Moderate
Capacity: Fullsized
Installation Date: 01/01/2011
Original Cost: 0
Replacement Costs: 3500
Maintenance Cost: 0
Expected Useful Life: 10.0
Task
Task Type
Frequency Task Duration Cost
Assess PS #2 pumps for repair or
Planned -
Annual 2017-11-06 - $200
replacement.
Replacement
2017-11-06
Conduct a daily check of the pump
Planned - Routine
Daily
2017-04-03 -
$4,323
station to ensure proper
Maintenance
2018-04-30
operation.
Asset Priority: 87
Asset Name: PS#4 - Electrical Controls
Location: HWY 177 North
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Motor Controls / Drives
Size: None
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Pumping Facility
ID; None
Material: None
116

Asset Status: Active
Condition: Good
Probability of Failure: Medium
Consequence of Failure: Moderate
Capacity: Fulisized
Installation Date: 01/O1/2011
Original Cost: 0
Replacement Costs: 10000
Maintenance Cost: 0
Expected Useful Life: 10.0
Task
Task ..
Frequency
Assess electrical and motor
Planned -
Annual 2017-10-02 - $25
controls for repair or replacement.
Replacement
2017-10-02
Preventative Maintenance:
Planned - Routine
Annual
2017-11-06 -
$22
Conduct annual inspection of
Maintenance
2017-11-06
electrical and motor controls for
pumps. Make repairs and
adjustments as needed.
Asset Priority: 88
Asset Name: Mobile Generator
Location: WWTP
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Generators
Size: None
Asset Status: Active
Probability of Failure: Medium
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Other
ID: None
Material: None
Condition: Excellent
Consequence of Failure: Moderate
Installation Date: 01/01/2010
Replacement Costs: 15000
Expected Useful Life: 20.0
117

CITY OF :: 'f M �f: s . t ,� : ,z �i,l
Asset Priority: 89 '
Asset Name: PS#1- Fence and Lock
Associated Asset: None
Location: Wall's Trailer Park
Associated Location: None
Latitude: 0.0
longitude: 0.0
Storage Capacity Days: None
LF: None
Acre: None
Asset Category: Other
Asset Type: Security Equipment
ID: None
Size: 6 foot
Material: Chain Link
Asset Status: Active
Condition: Good
Probability of Failure: High
Consequence of Failure: Insignificant
Capacity: Fullsized
Installation Date: 01/01/2000
Original Cost: 0
Replacement Costs: 5000
Maintenance Cost: 0
Expected Useful Life: 25.0
Asset Priority: 90
Asset Name: WWTP Influent Pump #2
Location: WWTP
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Pumping Equipment
Size: Dual speed
Asset Status: Active
Probability of Failure: Medium
Ca aci : Fullsized
Original Cost: 0
Maintenance Cost: 0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Treatment
ID: None
Material: None
Condition: Good
Consequence of Failure: Moderate
Installation Date: 01/01/2013
Replacement Costs: 80000
Expected Useful Life: 10.0
118

Asset Priority: 91
Asset Name: WWTP Influent Pump #3
Location: WWTP
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Tvpe: Pumping Equipment
Size: Dual speed
Asset Status: Active
Probability of Failure: Medium
Capacity: Fulisized
Original Cost: 0
Maintenance Cost: 0
Associated Asset: None
Associated location: None
Longitude: 0.0
LF: None
Asset Category: Treatment
ID: None
Material: None
Condition: Good
Consequence of Failure: Moderate
Installation Date: 01/01/2013
Replacement Costs: 80000
Expected Useful Life: 10.0
%--I ...
",...._.,.._dolt
Asset Name: PS#4 - Misc Fixtures Associated Asset: None
Location: HWY 177 Nortjh Associated Location: None
Latitude: 0.0 Longitude: 0.0
Storage Capacity Days: None LF: None
Acre: None Asset Category: Pumping Facility
Asset Type: Miscellaneous Equipment ID: None
Size: None Material: None
Asset Status: Active Condition: Good
119

Probability of Failure: Medium Consequence of Failure: Minor
Capacity: Undersized Installation Date: 01/01/2011
Original Cost: 0 Replacement Costs: 6000
Maintenance Cost: 0 Expected Useful Life: 20.0
Asset Priority: 93
Asset Name: P5#5 - Fence and Lock
Associated Asset: None
Location: Ware Street
Associated Location: None
Latitude: 0.0
Longitude:..0.0
Storage Capacity Days: None
LF: None
Acre: None
Asset Category: Other
Asset Type: Security Equipment
ID: None
Size: 6'
Material: Chain Link
Asset Status: Active
Condition: Good
Probability of Failure: Medium
Consequence of Failure: Insignificant
Capacity: Fullsized
Installation Date: 01/01/2008
Original Cost: 0
Replacement Costs: 5000
Maintenance Cost: 0
Expected Useful Life: 25.0
Asset Priority' 94
Asset Name: PS#6 - Fence and Lock Associated Asset: None
Location: Wail Street Associated Location: None
Latitude: 0.0 Longitude: 0.0
Storage Capacity Days: None LF: None
120

CITY OF HAMLET WASTEWATER ASSET MANAGF,MENT PLAN
Acre: None
Asset Type: Security Equipment
Size: 6'
Asset Status: Active
Probability of Failure: Medium
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Asset Priority: 95
Asset Name: PS#8 - Misc Fixtures
Location: Industrial Park
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Miscellaneous Equipment
Size• None
Asset Status: Not in Use - Back Up
Probability of Failure: Low
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Asset Priority: 96
Asset Category: Other
ID: None
Material: Chain Link
Condition: Good
Consequence of Failure: Insignificant
Installation Date: 01/01/2008
Replacement Costs: 5000
Expected Useful Life: 25.0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Pumping Facility
ID: None
Material: None
Condition: Excellent
Consequence of Failure: Minor
Installation Date: 01/01/2008
Replacement Costs: 6000
Expected Useful Life: 20.0
121

CITY OF HAMLET _ WASTEWATER ASSET MANAGEMENT PLAN
Asset Name: WWTP Clarifier #1 - basin
Location: WWTP
Latitude: 0.0
Storage CapacitV Days: None
Acre• None
Asset Type: Concrete & Metal Storage Tanks
Size: 40 ft. diam./114,000 gals.
Asset Status: Active
Probability of Failure: Low
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Asset Prioritv: 97
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Treatment
ID: None
Material: Reinforced concrete
Condition: Fair (Average)
Consequence of Failure: Major
Installation Date: 01/01/1984
Replacement Costs: 212300
Expected Useful Life: 40.0
Asset Name: WWTP Clarifier #2 - basin
Associated Asset: None
Location: WWTP
Associated Location: None
Latitude: 0.0
Longitude: 0.0
Storage Capacity Days: None
LF: None
Acre: None
Asset Category: Treatment
Asset Type: Concrete & Metal Storage Tanks
ID: None
Size: 40 ft. diam./114,000 gals.
Material: Reinforced concrete
Asset Status: Active
Condition: Fair (Average)
Probability of Failure: Low
Consequence of Failure: Major
Capacity: Fullsized
Installation Date: 01/01/1984
Original Cost: 0
Replacement Costs: 212300
Maintenance Cost: 0
Expected Useful Life: 40.0
122

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
Asset Name: PS#8 - Fence and Lock Associated Asset: None
Location: Industrial Park Associated Location: None
Latitude: 0.0 Longitude: 0.0
Storage Capacity Days: None LF: None
Acre: None Asset Category: Other
Asset Type: Security Equipment ID: None
Size: 6' Material: Chain Link
Asset Status: Active Condition: Excellent
Probability of Failure: Medium Consequence of Failure: Insignificant
Capacity: Fullsized Installation Date: 01/01/2008
Original Cost: 0 Replacement Costs: 5000
0
25.0
Preventative Maintenance: Conduct Planned - Routine Annual 2017-11-06 -
annual inspection of equipment and Maintenance 2017-11-06
make repairs and adjustments as
needed.
Asset Priority: 99
Asset Name: WWTP Digester Equipment
Location: WWTP
Latitude: 0.0
Storage Capacity Days: None
Acre• None
Asset Type: Digester
Size: 500,000 gals.
$22
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Treatment
ID: None
Material: Coarse bublle diffusers/ valves/3-60HP
blowers/Motor Controls
Asset Status: Active Condition: Good
123

Probability of Failure: Low Consequence of Failure: Moderate
Capacity: Fullsized Installation Date: 01/01/1994
Original Cost: 0 Replacement Costs: 485100
Maintenance Cost: 0 Expected Useful Life: 20.0
Task Type
FrequencyTask
Duration
Blowers: Check oil levels. Planned - Routine
Daily
2017-04-03 -
$4,323
Maintenance
2018-04-30
Blowers: Clean intake filters /
Planned - Routine
Monthly
2017-04-03 -
$143
Change as needed.
Maintenance
2018-04-02
Communitors: Visually inspect
Planned - Routine
Daily
2017-04-03 -
$2,162
and maintain Communitors.
Maintenance
2018-04-30
Digester: Check pressure
Planned - Routine
Weekly
2017-04-03 -
$314
reducing valve (PRV).
Maintenance
2018-04-30
Digester: Collect supernatant
Planned - Routine
Weekly
2017-04-03 -
$314
sample.
Maintenance
2018-04-30
Digester: Decant supernatant.
Planned - Routine
Weekly
2017-04-03 -
$314
Maintenance
2018-04-30
Digester: Exercise / lube valves.
Planned - Routine
Weekly
2017-04-03 -
$16
Maintenance
2018-04-02
Digester: Lube mixer.
Planned - Routine
Weekly
2017-04-03 -
$314
Maintenance
2018-04-30
Digester: Preventive maintenance
Planned - Routine
Weekly
2017-04-03 -
$55
to recirculating pump.
Maintenance
2018-04-02
Primary Sludge Pumps: COnduct
Planned - Routine
Weekly
2017-04-03 -
$SS
preventative maintenance/ Lube
Maintenance
2018-04-02
pumps/ exercise pumps.
Scum pits: Dewater & clean.
Planned - Routine
Weekly
2017-04-03 -
$627
Maintenance
2018-04-30
Asset Priority 100
Asset Name: WWTP Clarifier #1- equipment
Associated Asset: None
Location: WWTP Associated Location: None
124

Y11 • .:_U_ _� M_ : � � � : y _ �11
Latitude: 0.0
Storage Capacity Days: None
Acre- None
Asset Type: Treatment Equipment
Size: None
Asset Status: Active
Probability of Failure: Low
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Longitude- 0.0
LF: None
Asset Category: Treatment
ID: None
Material: Clarifier mechanism, bridge and square wier
trough
Condition: Good
Consequence of Failure: Moderate
Installation Date: 01/01/1984
Replacement Costs: 127600
Expected Useful Life: 12.5
Task Task .-
Frequency Task Duration
Media Filtration: Backwash as Planned - Routine
Daily 2017-04-03 -
$4,323
appropriate. x 3 times daily Maintenance
2018-04-30
Primary Clarifier: Preventative
Planned - Routine
Weekly
2017-04-03 -
$33
Maintenance/ Drive oil - drain / fill.
Maintenance
2018-04-02
Rotating Biological Contactors:
Planned - Routine
Weekly
2017-04-03 -
$1,254
Preventative Maintenance/ Inspect
Maintenance
2018-04-30
chains and sprockets for wear and
slack.
Asset Priority: 101
Asset Name: WWTP Clarifier #2 - equipment
Location: WWTP
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Treatment Equipment
Size: None
Asset Status: Active
Probability of Failure: Low
Capacity: Fullsized
Original Cost: 0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Treatment
ID: None
Material: clarifier mechanism, bridge and square wier
trough
Condition: Good
Consequence of Failure: Moderate
Installation Date: 01/01/1984
Replacement Costs: 127600
125

CM OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
_ Maintenance Cost: 0
Expected Useful Life: 12.5
Task Type
FrequencyTask
Media Filtration: Backwash and
Planned - Routine
Weekly
2017-04-03 -
$627
Check media condition.
Maintenance
2018-04-30
Rotating Biological Contactors:
Planned - Routine
Weekly
2017-04-03 -
$1,254
Preventative Maintenance/
Maintenance
2018-04-30
Inspect shaft bearings and
mechanical drive units.
Secondary Clarifier: Preventative
Planned - Routine
Weekly
2017-04-03 -
$33
Maintenance/Drive - drain / fill oil.
Maintenance
2018-04-02
Asset Priority: 102
Asset Name: PS#8 - Wet Well
Location: Industrial Park
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Concrete & Metal Storage Tanks
Size: None
Asset Status: Active
Probability of Failure: Low
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Asset Priority: 103
Asset Name: WWTP - Clarifier 43 - equipment
Location: WWTP
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Pumping Facility
ID: None
Material: None
Condition: Fair (Average)
Consequence of Failure: Moderate
Installation Date: 01/01/2008
Replacement Costs: 15000
Expected Useful Life: 45.0
Associated Asset: None
Associated Location: None
126

CI1T OF HAMLET WASTEWATER ASSET MAANAGEMENT PLAN
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Treatment Equipment
Size: None
Asset Status: Active
Probability of Failure: Low
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Asset Priority: 104
Asset Name: WWTP Influent Pump Station Bldg.
Location: WWTP
Latitude: 0.0
Storage Capacity Days: None
Acre• None
Asset Type: Buildings
Size: 400
Asset Status: Active
Probability of Failure: Low
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Longitude: 0.0
LF: None
Asset Category: Treatment
ID: None
Material: None
Condition: Good
Consequence of Failure: Moderate
Installation Date: 01/01/1984
Replacement Costs: 143000
Expected Useful Life: 12.5
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Other
ID: None
Material: Brick and Block
Condition: Good
Consequence of Failure: Moderate
Installation Date: 01/O1/1984
Replacement Costs: 66600
Expected Useful Life: 37.5
127

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
Asset Priority: 105
Asset Name: WWTP Clarifier #3 - basin
Location: WWTP
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Concrete & Metal Storage Tanks
Size: 700000 gallons
Asset Status: Not in Use - Abandoned
Probability of Failure: Medium
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Asset Priority: 106
Asset Name: WWTP Digester Basin
Location: WWTP
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Digester
Size: 500,000 gals.
Asset Status: Active
Probability of Failure: Low
Capacity: Fullsized
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Treatment
ID: None
Material: Concrete
Condition: Good
Consequence of Failure: Insignificant
Installation Date: 01/01/1992
Replacement Costs: 303270
Expected Useful Life: 45.0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Treatment
ID: None
Material: Reinforced concrete
Condition: Good
Consequence of Failure: Moderate
Installation Date: 01/01/1994
128

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
Original Cost: 0 Replacement Costs: 1295800
Maintenance Cost: 0 Expected Useful Life: 30.0
Asset Priority: 107
Asset Name: WWTP Return Sludge Pump #1
Location: WWTP
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Pumping Equipment
Size: 20 HP
Asset Status: Active
Probability of Failure: Low
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Treatment
ID: None
Material: None
Condition: Good
Consequence of Failure: Minor
Installation Date: 01/01/2000
Replacement Costs: 40000
Expected Useful Life: 15.0
Task
Task .-
Frequency
Primary Sludge Pumps: Collect
Planned - Routine
Weekly
2017-04-03 -
$314
sludge sample.
Maintenance
2018-04-30
Recirculating / Return Activated
Planned - Routine
Weekly
2017-04-03 -
$99
Sludge Pumps: Preventative
Maintenance
2018-04-30
Maintenance/Exercise / lube
valves.
Asset Priority: 108, ._. __ .b.. _ ., �.
Asset Name: WWTP Return Sludge Pump #2 Associated Asset: None
Location: WWTP Associated Location: None
129

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
Latitude: 0.0
Longitude: 0.0
Storage Capacity Days: None
LF: None
Acre: None
Asset Category: Treatment
Asset Type: Pumping Equipment
ID: None
Size: 25 HP
Material: None
Asset Status: Active
Condition: Good
Probability of Failure: Low
Consequence of Failure: Minor
Ca aci : Fullsized
Installation Date: 01/01/2000
Original Cost: 0
Replacement Costs: 45000
Maintenance Cost: 0
Expected Useful Life: 15.0
Task
Task Type Frequency Task Duration Cost
Conduct preventative maintenance/
Planned - Routine Weekly 2017-04-04 - $616
lube and check valves/check motors.
Maintenance 2018-04-24
Secondary Sludge Pumps:
Planned - Routine
Weekly
2017-04-03 -
$33
Preventative Maintenance/Exercise /
Maintenance
2018-04-02
lube valves.
Asset Name: PS#4 - Fence and Lock
Associated Asset: None
Location: HWY 177 North
Associated Location: None
Latitude: 0.0
Longitude: 0.0
Storage Capacity Days: None
LF: None
Acre: None
Asset Category: Other
Asset Type: Security Equipment
ID: None
Size: 6'
Material: Chain Link
Asset Status: Active
Condition: Excellent
Probability of Failure: Medium
Consequence of Failure: Insignificant
Capacity: Fullsized
Installation Date: 01/O1/2011
Original Cost: 0
Replacement Costs: 5000
Maintenance Cost: 0
Expected Useful Life: 25.0
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Asset Name: PS#9 - Wet Well Associated Asset: None
Location: Walls Trailer Park Associated Location: None
Latitude: 0.0 Longitude: 0.0
Storage Capacity Days: None LF: None
Acre: None Asset Category: Pumping Facility
Asset Type: Concrete & Metal Storage Tanks ID: None
Size: None Material: None
Asset Status: Not in Use - Abandoned Condition: Good
Probability of Failure: Low Consequence of Failure: Insignificant
Capacity: Fullsized Installation Date: 01/01/2008
Original Cost: 0 Replacement Costs: 7000
Maintenance Cost: 0 Expected Useful Life: 45.0
Asset Priority: 111 mom
APPI
-
Asset Name: PS#5 - Wet Well Associated Asset: None
Location: Ware Street Associated Location: None
Latitude: 0.0 Longitude: 0.0
Storage Capacity Days: None LF: None
Acre: None Asset Category: Pumping Facility
Asset Type: Concrete & Metal Storage Tanks ID: None
Size: None Material: None
Asset Status: Active Condition: Good
131

Probability of Failure: Low
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Asset Priority: 112
Asset Name: PS#6 - Wet Well
Location: Wall Street
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Concrete & Metal Storage Tanks
Size: None
Asset Status: Active
Probability of Failure: Low
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Consequence of Failure: Moderate
Installation Date: 01/O1/2008
Replacement Costs: 15000
Expected Useful Life: 45.0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Pumping Facility
ID: None
Material: None
Condition: Good
Consequence of Failure: Moderate
Installation Date: 01/01/2008
Replacement Costs: 15000
Expected Useful Life: 45.0
Preventative Maintenance: Conduct Planned - Routine Annual 2017-11-06 -
annual inspection of equipment and Maintenance 2017-11-06
make repairs and adjustments as
needed.
Asset Priority: 113
Asset Name: WWTP Dissolved Oxygen Probe
Location: WWTP
Latitude. 0.0
Storage Capacity Days: None
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
$22
132

Acre: None
Asset Type: Tools and Shop Equipment
Size: None
Asset Status: Active
Probability of Failure: Low
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Asset Priority: 114
Asset Name: PS#2 - Perm Generator
Location: Highland Pines
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Generators
Size: Cato Model
Asset Status: Active
Probability of Failure: Low
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Asset Priority: 115
Asset Category: Treatment
ID: None
Material: None
Condition: Excellent
Consequence of Failure: Major
Installation Date: 01/01/2014
Replacement Costs: 1000
Expected Useful Life: 12.5
FUIi
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Other
ID: None
Material: None
Condition: Excellent
Consequence of Failure: Minor
Installation Date: 01/01/2012
Replacement Costs: 15000
Expected Useful Life: 20.0
133

Asset Name: Pump Station Telemetry System
Location: WWTP and PS
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Computer Equipment / Software
Size: None
Asset Status: Active
Probability of Failure: Low
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Other
ID: None
Material: None
Condition: Good
Consequence of Failure: Moderate
Installation Date: 01/01/2013
Replacement Costs: 65000
Exnected Useful Life: 10.0
Preventative Maintenance: Conduct Planned - Routine Annual 2017-11-06 - $22
annual inspection of equipment and Maintenance 2017-11-06
make repairs and adjustments as
needed.
Asset Name: PS#2 - Fence and Lock Associated Asset: None
Location: Highland Pines Associated Location: None
Latitude: 0.0 Longitude: 0.0
Storage Capacity Days: None LF: None
Acre: None Asset Category: Other
Asset Type: Security Equipment ID: None
Size: None Material: None
Asset Status: Active Condition: Excellent
Probability of Failure: Low Conseauence of Failure: Insignificant
Capacity: Undersized Installation Date: 01/01/2012
Original Cost: 0 Replacement Costs: 5000
Maintenance Cost: 0 Expected Useful Life: 25.0
134

needed.
Asset Priority: 117
Asset Name: PS#4 - Wet Well
Location: HWY 177 North
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Concrete & Metal Storage Tanks
Size: None
Asset Status: Active
Probability of Failure: Low
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Pumping Facility
ID: None
Material: None
Condition: Good
Consequence of Failure: Moderate
Installation Date: 01/01/2011
Replacement Costs: 15000
Expected Useful Life: 45.0
Preventative Maintenance: Conduct Planned - Routine Annual 2017-11-06 -
annual inspection of equipment and Maintenance 2017-11-06
make repairs and adjustments as
needed.
Asset Priority: 118
Asset Name: PS#1- Pump #2
Location: Wall's Trailer Park
Latitude: 0.0
Storage CapacitV Days: None
Acre: None
Asset Type: Pumping Equipment
Size: 75 HP submersible NEW
Asset Status: Active
Probability of Failure: Low
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Pumping Facility
ID: None
Material: None
Condition: Excellent
Consequence of Failure: Moderate
Installation Date: 01/01/2016
Replacement Costs: 23000
Expected Useful Life: 10.0
$22
135

CITYOHAMLET _ WASTEWATER ASSET MANAGEMENT PLAN
Assess PS pumps for repair or
Planned -
Annual
2017-11-06 -
$200
replacement.
Replacement
2017-11-06
Conduct a daily check of the pump
Planned - Routine
Daily
2017-04-03 -
$4,323
station to ensure proper operation.
Maintenance
2018-04-30
Asset Priority: 119
Asset Name: PS#1- Perm Generator
Location: Wall's Trailer Park
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Generators
Size: Cummings Model
Asset Status: Active
Probability of Failure: Low
Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Asset Priority: 120
Asset Name: PS#3 - Pump #1
Location: Hamlet Middle School
Latitude: 0.0
Storage Capacity Days: None
Acre: None
Asset Type: Pumping Equipment
Size: above ground Rupp
Asset Status: Active
Probability of Failure: Low
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Other
ID: None
Material: None
Condition: Excellent
Consequence of Failure: Moderate
Installation Date: 01/01/2013
Replacement Costs: 90000
Expected Useful Life: 20.0
Associated Asset: None
Associated Location: None
Longitude: 0.0
LF: None
Asset Category: Pumping Facility
ID: None
Material: None
Condition: Good
Consequence of Failure: Moderate
136

Capacity: Fullsized
Original Cost: 0
Maintenance Cost: 0
Installation Date: 01/01/2016
Replacement Costs: 4500
Expected Useful Life: 10.0
137

CITY OF HAMLET WASTEWATER ASSET MANAGEMEN PLAN
APPENDIX B: .SEWER LINE INVENTORY
Segment
ID
Number
Physical Location
Map
Number
Between
Manholes#
Gravity or
Pressure
Line
Line
Material
Diameter
--i
Length
LineCode
Condition
Approx.
Year
installed
1
easement off Hylan Av.
10D
W1- PS
Gravity
PVC
12
50
PVC12
Good
2
easement off Hylan Av.
10D
WI-W2
Gravity
PVC
12
215
PVC12
Good
3
easement off Hylan Av.
10D
W2-W155
Gravity
PVC
12
371
PVC12
Good
4
easement off Hylan Av./PS2
10D
W155-W155A
Gravity
PVC
8
135
PVC8
Good
5
easement off Hylan Av.
101)
W155A-W157
Gravity
PVC
8
322
PVC8
Good
6
easement off Hylan Av.
10D
W157-W158
Gravity
PVC
8
191
PVC8
Good
7
easement off Hylan Av.
10D
W158-W159
Gravity
PVC
8
258
PVC8
Good
8
easement off Hylan Av.
10D
W159-W160
Gravity
PVC
8
246
PVC8
Good
9
easement off Hylan Av.
10D 17B
W160-W161
Gravity
PVC
8
273
PVC8
Good
10
easement off Hylan Av.
17B
W161-W162A
Gravity
PVC
8
230
PVC8
Good
11
easement off Hylan Av.
17B
W162A-W162
Gravity
PVC
8
72
PVC8
Good
12
easement fr Lillians Ln.
17B
W162A-W298
Gravity
PVC
8
115
PVC8
Good
13
easement fr Virginia Ann Av.
17B
W284-W162
Gravity
PVC
8
320
PVC8
Good
14
easement off Hylan Av. To PS2
17B
W162-W164
Gravity
PVC
8
371
PVC8
Good
15
easement off Hylan Av. To PS2
17B
W165-W164
Gravity
PVC
8
394
PVC8
Good
16
easement off Hylan Av. To PS2
17B
W166-W165
Gravity
PVC
8
206
PVC8
Good
17
easement off Hylan Av. To PS2
17B
W166-W167
Gravity
PVC
8
304
PVC8
Good
18
Hylan Av.
17B
W167-W168A
Gravity
PVC
8
290
PVC8
Good
19
easement off Hylan Av.
17B
W167-W168
Gravity
PVC
8
246
PVC8
Good
20
ease McDonald Av. to Hylan
17B
W168-W169
Gravity
PVC
8
300
PVC8
Good
21
James Av. To Hylan Av.
17B
W188-W168
Gravity
PVC
8
295
PVC8
Good
22
James Av.
17B
W189-W188
Gravity
PVC
8
219
PVC8
Good
23
James Av.
17B
W189-W244
Gravity
PVC
8
205
PVC8
Good
24
James Av.
17B
W237-W189
Gravity
PVC
8
353
PVC8
Good
25
ease McDonald Av. to Hylan
17B
W190-W189
Gravity
PVC
8
331
PVC8
Good
26
ease McDonald Av. to Hylan
17B
W191-W190
Gravity
PVC
8
183
PVC8
Good
27
off Brooks St.
17B
W191-W248
Gravity
PVC
8
175
PVC8
Good
28
ease McDonald Av. to Hylan
17B
W192-W191
Gravity
PVC
8
248
PVC8
Good
138

TY O F H A N I H- IWASTEWATER ASSET MANAGEMENT PLAN
� Segment
ID
l _------------ --
Physical Location
Map
Number
Between
Manholes #
Gravity or
Pressure
Line
Line
Material
Diameter
Le th
LineCode
CqDftpn
Approx.
Year
Installed
_Number
29
ease McDonald Av. to Hylan
17B
W193-W192
Gravity
PVC
8
206
PVC8
Good
30
ease McDonald Av. to Hylan
17D
W194-W193
Gravity
PVC
8
387
PVC8
Good
31
ease McDonald Av. to Hylan
17D
W195-W194
Gravity
PVC
8
313
PVC8
Good
32
ease McDonald Av. to Hylan
17C
W196-W195
Gravity
PVC
8
347
PVC8
Good
33
McDonald Av.
17C
W196-W228
Gravity
PVC
8
288
PVC8
Good
34
McDonald Av.
17C
W196-W197
Gravity
PVC
8
77
PVC8
Good
35
ease off Virginia Ann Av.
17B
W284-W292
Gravity
PVC
8
330
PVC8
Good
36
Carl Martin Av.
17B
W285-W284
Gravity
PVC
8
196
PVC8
Good
37
Carl Martin Av.
17B
W292-W294
Gravity
PVC
8
296
PVC8
Good
38
ease off Virginia Ann Av.
17B
W294-W295
Gravity
PVC
8
214
PVC8
Good
39
Virginia Ann Av.
17B
W296-W295
Gravity
PVC
8
217
PVC8
Good
40
Virginia Ann Av.
17B
W295-W297
Gravity
PVC
8
204
PVC8
Good
41
Hylan Av.
17A
W167-W266
Gravity
PVC
8
352
PVC8
Good
42
Hylan Av.
17A
W266-W267
Gravity
PVC
8
263
PVC8
Good
43
No Line This Segment
44
Hylan Av.
17A
W267-W268
Gravity
PVC
8
275
PVC8
Fair
45
Hylan Av.
17A
W268-W269
Gravity
PVC
8
319
PVC8
Fair
46
Hylan Av.
17A
W269-W270
Gravity
PVC
8
320
PVC8
Fair
47
Beeler Av.
17A
W270-W272
Gravity
PVC
8
331
PVC8
Fair
48
Hylan Av.
17A
W270-W271
Gravity
PVC
8
133
PVC8
Fair
49
Beeler Av.
17A
W272-1349
Gravity
PVC
8
251
PVC8
Fair
SO
Beeler Av.
17A
W273-W272
Gravity
PVC
8
293
PVC8
Fair
51
ease from James Av.
17B
W248-W249
Gravity
PVC
8
279
PVC8
Good
52
ease from James Av.
17B
W249-W250
Gravity
PVC
8
156
PVC8
Good
53
ease from James Av.
17B
W251-W250
Gravity
PVC
8
120
PVC8
Good
54
ease from James Av.
17B
W250-W255
Gravity
PVC
8
427
PVC8
Good
55
ease North St to PS1
10C
B1-B2
Gravity
PVC
8
125
PVC8
Good
56
ease from PSI to North St.
10C
131-B22
Gravity
PVC
8
279
PVC8
Good
139

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CITY OF HAMLET _ _ WASTEWATER ASSET MANAGEMENT PLAN
Segment
ID
85
ease W. Hamlet Av. To PS2
Map
18A
Between
W17-W16
Gravity or
Pressure
Line
Line
Material
Diameter
Length
LineGode
-
Ca n
Approx.
Year
Installed
--
Gravity
PVC
10
368
PVC10
Good
86
ease W. Hamlet Av. To PS2
18B
W17-W17A
Gravity
PVC
10
410
PVC10
Good
87
ease W. Hamlet Av. To PS2
18B
W18-W17A
Gravity
PVC
10
292
PVC10
Good
88
ease W. Hamlet Av. To PS2
18B
W19-W19A
Gravity
PVC
8
285
PVC8
Fair
89
ease W. Hamlet Av. To PS2
18B
W19-W19
Gravity
PVC
8
18
PVC8
Fair
90
ease W. Hamlet Av. To PS2
18B
W19-W18
Gravity
PVC
10
109
PVC10
Good
91
ease W. Hamlet Av. To PS2
18B
W19 - 19C
Gravity
Clay
8
15
CLAY8
Poor
1940
92
ease Adelle St to PS Grav line
18A
W11-W131
Gravity
PVC
10
382
PVC10
Good
93
ease Adelle St to PS Grav line
18A
W131-W133
Gravity
PVC
8
179
PVC8
Fair
94
ease Adelle St to PS Grav line
18A
W132-W133
Gravity
PVC
8
146
PVC8
Fair
95
ease Adelle St to PS Grav line
18A
W134-W132
Gravity
PVC
8
190
PVC8
Fair
96
ease Stacy Av. To Adell St.
18A
W134-W135
Gravity
Clay
8
390
CLAY8
Poor
1940
97
Adell St.
18A
W134-W140
Gravity
Clay
8
200
CLAY8
Poor
1940
98
Adell St.
18A
W138-W134
Gravity
Clay
8
433
CLAY8
Poor
1940
99
ease Jeff eron to PS Grav line
18A
W127-W126
Gravity
Clay
8
166
CLAY8
Poor
1940
100
ease Jefferon to PS Grav line
18A
W128-W127
Gravity
Clay
8
125
CLAY8
Poor
1940
101
off W. Hamlet Av.
18B
W112-W18
Gravity
Clay
8
450
CLAY8
Poor
1940
102
Charlotte St.
18D
W23-W22A
Gravity
Clay
8
274
CLAY8
Poor
1940
103
Charlotte St.
18D
W32-W22A
Gravity
Clay
8
183
CLAY8
Poor
1940
104
ease off Charlotte St.
18D
W22A-W22B
Gravity
Clay
8
129
CLAY8
Poor
1940
105
Charlotte St.
18D
W23-W24
Gravity
Clay
8
200
CLAY8
Poor
1940
106
Marlboro St. To Charlotte St.
18D
W24
Gravity
Clay
8
200
CLAY8
Poor
1940
107
Marlboro St. To Charlotte St.
18D
W24-W27
Gravity
Clay
8
456
CLAY8
Poor
1940
108
Charlotte St.
18D
W25-W24
Gravity
Clay
8
409
CLAY8
Poor
1940
109
Charlotte St.
18D
W26-W25
Gravity
Clay
8
228
CLAY8
Poor
1940
110
off Charlotte St.
18D
W26
Gravity
Clay
8
228
CLAY8
Poor
1940
111
Charlotte St.
18D
P91-W26
Gravity
Clay
8
157
CLAY8
Poor
1940
112
Charlotte St.
18D
P90-P91
Gravity
Clay
8
469
CLAY8
Poor
1940
141

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
Segment
D
L Nurnber
Ph s'cal Location
Map
Number
Between
Manholes #
Gravity or
Pressure
Line
Line
Material
Diameter
Length
LineCQ e .
r and ion
Approx. !I
Year
installed
113
off Charlotte St.
18D
P90-end
Gravity
Clay
8
141
CLAY8
Poor
1940
114
Charlotte St.
18D 19C
26A
P88-P90
Gravity
Clay
8
433
CLAY8
Poor
1940
115
Charlotte St.
26A
1388-P86
Gravity
Clay
8
442
CLAY8
Poor
1940
116
High St.
19C 26A
P89-P88
Gravity
Clay
8
250
CLAY8
Poor
1940
117
Charlotte St.
26A
P84-P86
Gravity
Clay
8
451
CLAY8
Poor
1940
118
Raleigh St.
26A
P84-P85
Gravity
Clay
8
250
CLAY8
Poor
1940
119
Wilmington St.
26A
P87-1386
Gravity
Clay
8
250
CLAY8
Poor
1940
120
Charlotte St.
26A
P83-P84
Gravity
Clay
8
338
CLAY8
Poor
1940
121
Front St.
26A
P83-P82a
Gravity
Clay
10
169
CLAY10
Poor
1940
122
Front St.
26A
P82a-P82
Gravity
Clay
10
302
CLAY10
Poor
1940
123
E. Hamlet Av.
26A
P82-P81
Gravity
Clay
10
485
CLAY10
Poor
1940
124
N. Bridges St.
26A
P80-P81
Gravity
Clay
10
457
CLAY10
Poor
1940
125
W. Hamlet Av.
11C
W150-W151
Gravity
PVC
8
151
PVC8
Good
126
W. Hamlet Av.
11C
W151-W152
Gravity
PVC
8
424
PVC8
Good
127
W. Hamlet Av.
11C
W152-W153
Gravity
PVC
8
426
PVC8
Good
128
Gene Burrell Dr.
11C
W153-W154
Gravity
PVC
8
300
PVC8
Good
129
ease Freeman Mill Rd to WWTP
36A
P2
Gravity
AC
24
419
AC24
Fair
130
ease Freeman Mill Rd to WWTP
36A
P2-P3
Gravity
AC
24
400
AC24
Fair
131
ease Freeman Mill Rd to WWTP
36B
P3-P4
Gravity
AC
24
345
AC24
Fair
132
ease Freeman Mill Rd to WWTP
36B
P4-P5
Gravity
AC
24
215
AC24
Fair
133
ease Freeman Mill Rd to WWTP
36B
P5-P6
Gravity
AC
24
384
AC24
Fair
134
ease Freeman Mill Rd to WWTP
36B
136-137
Gravity
AC
24
296
AC24
Fair
135
ease Freeman Mill Rd to WWTP
36B
P7-P8
Gravity
AC
24
252
AC24
Fair
136
ease Freeman Mill Rd to WWTP
31D 36B
P8-P9
Gravity
AC
24
355
AC24
Fair
137
ease Freeman Mill Rd to WWTP
31D
P10-P9
Gravity
AC
24
355
AC24
Fair
138
ease Freeman Mill Rd to WWTP
31D
P10-P11
Gravity
AC
24
356
AC24
Fair
139
ease Freeman Mill Rd to WWTP
31D
P11-P12
Gravity
AC
24
372
AC24
Fair
140
ease Freeman Mii to E. Main St.
31D
P12-P13
Gravity
AC
24
432
AC24
Fair
142

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
' Segment
1 D
Number
Physical Location
Map
Number
Between
#
Gravity or
Pressure
Line
Line
Material
Diameter
Length
LineCode
Condition
Approx.
Year
Installed
141
ease Freeman Mill to E. Main St.
31D
_Manholes
P13-P14
Gravity
AC
24
400
AC24
Fair
142
ease Gin Mill to ease FMR-EMS
31D
P463-P464
Gravity
AC
24
324
AC24
Fair
143
ease Gin Mill to ease FMR-EMS
31D
P14-P15
Gravity
AC
24
449
AC24
Fair
144
ease Gin Mill to ease FMR-EMS
31D
P15-P16
Gravity
AC
24
472
AC24
Fair
145
ease Gin Mill to ease FMR-EMS
31D 32C
P16-P17
Gravity
AC
24
372
AC24
Fair
146
ease Gin Mill to ease FMR-EMS
32A
P17-P374
Gravity
PVC
24
263
PVC24
Good
147
ease E. Main St. to Freeman Mill
32A
P17-P18
Gravity
Clay
24
439
CLAY24
Poor
1940
148
ease E. Main St. to Freeman Mill
32A
P19-P18
Gravity
Clay
24
268
CLAY24
Poor
1940
149
ease E. Main St. to Freeman Mill
32A
P19-P20
Gravity
Clay
24
298
CLAY24
Poor
1940
150
ease E. Main St. to Freeman Mill
32A
P20-P21
Gravity
Clay
24
306
CLAY24
Poor
1940
151
ease E. Main St. to Freeman Mill
32A
P21-P22
Gravity
Clay
24
313
CLAY24
Poor
1940
152
ease E. Main St. to Freeman Mill
32A
P22-1323
Gravity
Clay
24
233
CLAY24
Poor
1940
153
ease E. Main St. to Freeman Mill
32A
P23-P24
Gravity
Clay
24
320
CLAY24
Poor
1940
154
ease E. Main St. to Freeman Mill
32A
P24-P25
Gravity
Clay
24
488
CLAY24
Poor
1940
155
ease E. Main St. to Freeman Mill
32A
P25-1326
Gravity
Clay
24
305
CLAY24
Poor
1940
156
ease E. Main St. to Freeman Mill
32A
P26-P27
Gravity
Clay
24
367
CLAY24
Poor
1940
157
ease E. Main St. to Freeman Mill
32B
P27-P28
Gravity
Clay
24
402
CLAY24
Poor
1940
158
ease Gin Mill to ease FMR-EMS
32B
P354-P26
Gravity
PVC
24
231
PVC24
Good
159
ease E. Main St. to Freeman Mill
32B
P28-P29
Gravity
Clay
24
371
CLAY24
Poor
1940
160
ease E. Main St. to Freeman Mill
32B
P29-P30
Gravity
Clay
24
217
CLAY24
Poor
1940
161
ease E. Main St. to Freeman Mill
32B
P30-P31
Gravity
Clay
24
472
CLAY24
Poor
1940
162
Reid St.
32B
P347-1330
Gravity
Clay
24
343
CLAY24
Poor
1940
163
ease E. Main St. to Freeman Mill
32B
P31-P32
Gravity
Clay
24
360
CLAY24
Poor
1940
164
ease E. Main St. to Freeman Mill
32B
P32-P33
Gravity
Clay
24
286
CLAY24
Poor
1940
165
easement off King Dr.
32B
P32-P497
Gravity
PVC
24
484
PVC24
Good
166
ease E. Main St. to Freeman Mill
32B
P33-P34
Gravity
Clay
24
251
CLAY24
Poor
1940
167
ease E. Main St. to Freeman Mill
25D 32B
P34-P35
Gravity
Clay
24
393
CLAY24
Poor
1940
ff168
ease E. Main St. to Freeman Mill
25D
P35-P36
Gravity
Clay
24
95
CLAY24
Poor
1940
143

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
-- - - --- -
Segment
ID
Number
— - ---- - - --
Ph sicat.l.oca#ion
Map
Number
------- -- _--
Between
Manholes #
------
Gravity or
Pressure
Line
-- —
Line
Material
-
Diameter
-- ---
Length
4q#Po
., Condition
Approx,
Year
Installed
169
ease E. Main St. to Freeman Mill
25D
P36-P37
Gravity
Clay
24
315
CLAY24
Poor
1940
170
ease E. Main St. to Freeman Mill
25D
P37-P38
Gravity
Clay
24
243
CLAY24
Poor
1940
171
ease E. Main St. to Freeman Mill
25D 26C
P38-P39
Gravity
Clay
24
271
CLAY24
Poor
1940
172
ease E. Main St. to Freeman Mill
26C
P39-P40
Gravity
Clay
24
279
CLAY24
Poor
1940
173
ease E. Main St. to Freeman Mill
26C
P40-P41
Gravity
Clay
24
252
CLAY24
Poor
1940
174
ease E. Main St. to Freeman Mill
26C
P41-P42
Gravity
Clay
24
207
CLAY24
Poor
1940
175
ease E. Main St. to Freeman Mill
26C
P42-P43
Gravity
Clay
24
255
CLAY24
Poor
1940
176
Spears St.
26C
P234
Gravity
Clay
21
88
CLAY21
Poor
1940
177
No Line This Segment
178
No Line This Segment
179
No Line This Segment
180
ease Gin Mill to ease FMR-EMS
32A
P374-P375
Gravity
PVC
8
346
PVC8
Good
181
ease Gin Mill to ease FMR-EMS
32A
P375-P376
Gravity
PVC
8
198
PVC8
Good
182
ease Gin Mill to ease FMR-EMS
31C 32A
P376-P377
Gravity
PVC
8
454
PVC8
Good
183
ease Gin Mill to Rice St.
31C 32A
P378-P377
Gravity
PVC
8
194
PVC8
Good
184
ease Gin Mill to Rice St.
31B
P379-P378
Gravity
PVC
8
221
PVC8
Good
185
ease Gin Mill to Rice St.
31B
P379-P379
Gravity
PVC
8
40
PVC8
Good
186
ease Gin Mill to Rice St.
31B
P379-P381
Gravity
PVC
8
355
PVC8
Good
187
MH P379 to Tar Heel Av.
31B
P379
Gravity
PVC
8
438
PVC8
Good
188
ease Gin Mill to Rice St.
31B
P382-P381
Gravity
PVC
8
178
PVC8
Good
189
ease Gin Mill to Rice St.
31B
P383-P382
Gravity
PVC
8
153
PVC8
Good
190
ease Gin Mill to Rice St.
31B
P384-P383
Gravity
PVC
8
159
PVC8
Good
191
ease Gin Mill to Rice St.
31B
P384-P385
Gravity
PVC
8
221
PVC8
Good
192
ease Gin Mill to Rice St.
31B
P385-P386
Gravity
PVC
8
184
PVC8
Good
193
ease Gin Mill to Rice St.
24D 31B
P386-P392
Gravity
PVC
8
145
PVC8
Good
194
ease Gin Mill to Rice St.
24D
P392-P393
Gravity
PVC
8
283
PVC8
Good
195
Rice St.
31B
P386-13387
Gravity
PVC
8
145
PVC8
Good
196
ease McLean St. to Rice St.
24D
P394-P393
Gravity
PVC
8
258
PVC8
Good
144

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
Segment
!D
ber
Physical Location
Map
Number
Between
Manholes #
Gravity or
Pressure
Line
Line
Material
Diameter
Length
LineCode
Condition
Approx.
Year
Installed
197
ease McLean St. to Rice St.
24D
P395-P394
Gravity
PVC
8
274
PVC8
Good
198
McLean St.
24D
P395-P396
Gravity
PVC
8
401 1
PVC8
Good
199
ease Rice St to E. Main/FMR line
32A
P354-P355
Gravity
PVC
8
327
PVC8
Good
200
ease Rice St to E. Main/FMR line
32A
P356-P355
Gravity
PVC
8
329
PVC8
Good
201
ease Rice St to E. Main/FMR line
32A
P357-P356
Gravity
PVC
8
333
PVC8
Good
202
ease Rice St to E. Main/FMR line
25C 32A
P358-P357
Gravity
PVC
8
278
PVC8
Good
203
ease Rice St to E. Main/FMR line
25C
P359-P358
Gravity
PVC
8
300
PVC8
Good
204
ease Rice St to E. Main/FMR line
25C
P360-P359
Gravity
PVC
8
210
PVC8
Good
205
ease Rice St to E. Main/FMR line
25C
P361-P360
Gravity
PVC
8
459
PVC8
Good
206
ease Rice St to E. Main/FMR line
25C
P362-P361
Gravity
PVC
8
269
PVC8
Good
207
ease Rice St to E. Main/FMR line
25C
P363-P362
Gravity
PVC
8
180
PVC8
Good
208
ease Rice St to E. Main/FMR line
25C
P364-P363
Gravity
PVC
8
112
PVC8
Good
209
ease Rice St to E. Main/FMR line
25C
P365-P364
Gravity
PVC
8
316
PVC8
Good
210
Rice St.
25C
P368-P365
Gravity
PVC
8
102
PVC8
Good
211
Rice St.
25C
P365-P366
Gravity
PVC
8
355
PVC8
Good
212
Reid Av.
32B
P347-P348
Gravity
Clay
8
301
CLAYS
Poor
1940
213
Reid Av.
32B
P348-P349
Gravity
Clay
8
307
CLAYS
Poor
1940
214
Reid Av.
32B
P349-P350
Gravity
Clay
8
339
CLAY8
Poor
1940
215
ease to King Dr.
32B
P497-P498
Gravity
PVC
8
332
PVC8
Good
216
ease off Willow Ln.
32B
P498-P499
Gravity
PVC
8
325
PVC8
Good
217
ease off Willow Ln.
32B 33A
P499-P500
Gravity
PVC
8
173
PVC8
Good
218
Hendersonville St.
32B 33A
P499-P516
Gravity
PVC
8
141
PVC8
Good
219
Hendersonville St.
33A
P516-P517
Gravity
PVC
8
179
PVC8
Good
220
Hendersonville St.
33A
P521-P517
Gravity
PVC
8
419
PVC8
Good
221
McCarthur St.
33A
P518-P517
Gravity
PVC
8
300
PVC8
Good
222
ease to King Dr.
32B
P497-P525
Gravity
PVC
8
386
PVC8
Good
223
easement
32B
P525-P526
Gravity
PVC
8
228
PVC8
Good
224
eas�toKing Dr.
32B
P525-P528
Gravity
PVC
8
309
PVC8
Good
145

Segment
ID
Number
Physical Location
Map
Number
Between
Manholes #
Gravity or
Pressure
Line
Line
Material 1
Diameter
Le_qgth
neCode
Ccvti4iition
Approx.
Year
! Installed
225
ease to King Dr.
32B
P528-P529
Gravity
PVC
8
172
PVC8
Good
226
ease off Hendersonville St.
32B 33A
P529-P528
Gravity
PVC
8
191
PVC8
Good
227
Herman St.
25D
P345-P346
Gravity
Clay
8
338
CLAY8
Poor
1940
228
Herman St.
25D
P343-P345
Gravity
Clay
8
341
CLAY8
Poor
1940
229
Herman St.
25D
P343-P334
Gravity
Clay
8
179
CLAY8
Poor
1940
230
Herman St.
25D
P334-P334A
Gravity
Clay
8
30
CLAY8
Poor
1940
231
Herman St.
25D
P333-P334A
Gravity
Clay
8
103
CLAY8
Poor
1940
232
No Line This Segment
233
Marks Creek Rd.
25D
P343-P341
Gravity
Clay
8
200
CLAY8
Poor
1940
234
Gin Mill Rd.
25D
P351-P353
Gravity
Clay
8
233
CLAY8
Poor
1940
235
Gin Mill Rd.
25D 32B
P350-P351
Gravity
Clay
8
220
CLAY8
Poor
1940
236
off Gin Mill Rd.
25D 32B
P352-P351
Gravity
Clay
8
293
CLAY8
Poor
1940
237
Brooks Dr.
32B
P31-P339
Gravity
Clay
24
300
CLAY24
Poor
1940
238
Brooks Dr.
32B
P340-P339
Gravity
Clay
8
535
CLAY8
Poor
1940
239
Kings Dr.
32B
P32-P336
Gravity
Clay
24
350
CLAY24
Poor
1940
240
Kings Dr.
32B
P336-P337
Gravity
Clay
8
345
CLAY8
Poor
1940
241
Kings Dr.
32B
P337-P337
Gravity
Clay
8
71
CLAY8
Poor
1940
242
McCarthur St.
33A
P518-PS19
Gravity
PVC
8
300
PVC8
Fair
243
McCarthur St.
33A
P519-P520
Gravity
PVC
8
332
PVC8
Fair
244
Hendersonville St.
33A
P521-PS22
Gravity
PVC
8
107
PVC8
Good
245
Edward St.
33A
P523-PS21
Gravity
PVC
8
400
PVC8
Good
246
Edward St.
33A
P523-P524
Gravity
PVC
8
209
PVC8
Good
247
ease off Willow Ln.
33A
P500-P500
Gravity
PVC
8
105
PVC8
Good
248
ease off Willow Ln.
33A
P502-PS00
Gravity
PVC
8
283
PVC8
Good
249
ease off Willow Ln.
33A
P502-P503
Gravity
PVC
8
230
PVC8
Good
250
ease Willow Ln. to Forest Ln.
33A
P506-P502
Gravity
PVC
8
211
PVC8
Good
251
ease Willow Ln. to Forest Ln.
33A
P507-P506
Gravity
PVC
8
217
PVC8
Good
252
Forest Ln.
33A
P507-P508
Gravity
PVC
8
172
PVC8
Good
146

Segment
ID
Number
Physical Location
Map
Number_
Between
Manholes #
Gravity or
Pressure
Line
Line
M al
Diameter
—
Le h
Li
i ' B ._.Installed
Approx.
Year
253
-_
Forest Ln.
--- --
33A P508-P509
33A P511-P509
Gravity
PVC
8
273
PVC8
Good
254
Oakdale Av.
Gravity
PVC
8
459
PVC8
Good
255
Forest Ln.
33A
P509-P510
Gravity
PVC
8
321 1
PVC8
Good
256
Crestwood Ln.
33A 33C
P511-13512
Gravity
PVC
8
291
PVC8
Fair
257
Crestwood Ln.
33A 33C
P512-P513
Gravity
PVC
8
166
PVC8
Fair
258
Wesley Av.
33A
P513-P514
Gravity
PVC
8
275
PVC8
Fair
259
Crestwood Ln.
33A 33C
P513-P515
Gravity
PVC
8
284
PVCB
Fair
260
Willow Ln.
33A
P503-P504
Gravity
PVC
8
380
PVC8
Good
261
Willow Ln.
33A
P504-13505
Gravity
PVC
8
384
PVC8
Good
262
ease to EMS/FMR line
32B 33A
P526-P517
Gravity
PVC
8
336
PVC8
Good
263
ease off EMS/FMR line
33A
P528-P531
Gravity
PVC
8
194
PVC8
Good
264
Hendersonville St.
33A
P541-P539
Gravity
PVC
8
456
PVC8
Good
265
Deering St.
33A
P541-P542
Gravity
PVC
8
248
PVC8
Good
266
Hendersonville St.
26C 33A
P539-P539A
Gravity
PVC
8
76
PVC8
Good
267
Hendersonville St.
26C
P539B-P538
Gravity
PVC
8
283
PVC8
Good
268
ease Deering to Hendersonville
26C 33A
P539A-P539B
Gravity
PVC
8
118
PVC8
Good
269
Hendersonville St.
26C
P538-P537
Gravity
PVC
8
293
PVC8
Good
270
Hendersonville St.
26C
P537-P536
Gravity
PVC
8
107
PVC8
Good
271
Parker St.
26C
P549-P537
Gravity
PVC
8
216
PVC8
Good
272
Hendersonville St.
26C
13536-13535
Gravity
PVC
8
359
PVC8
Good
273
ease Deering to Hendersonville
33A
P539-P544
Gravity
PVC
8
324
PVC8
Good
274
ease Deering to Hendersonville
33A
P545-P544
Gravity
PVC
8
169
PVC8
Good
275
Deering St.
33A
13545-13547
Gravity
PVC
8
309
PVC8
Fair
276
Deering St.
33A
P546-P545
Gravity
PVC
8
167
PVC8
Fair
277
Parker St.
33A
P547-P548
Gravity
PVC
8
295
PVC8
Fair
278
Parker St.
26C
13550-13549
Gravity
PVC
8
316
PVC8
Fair
279
Old Bennettsville Rd.
26C
P535-P551
Gravity
PVC
8
124
PVC8
Good
280
Old Bennettsville Rd.
26C
P552-13551
Gravity
PVC
8
433
PVC8
Good
147

CITY OF HAMLET WASCEWATERASSET MANAGEMENT PLAN
Segment
ID
Number
Physical Location
Map
Number
Between
#
Gravity or
Pressure
PAP
Line
Material
Di ter
length
LineCode
Condition
Approx. I
Year
Installed
281
ease OBR to Louis Breeden Bd.
26C
_Manholes
P551-P566
Gravity
PVC
8
246
PVC8
Good
282
Old Bennettsville Rd.
26C 33A
P553-11552
Gravity
PVC
8
434
PVC8
Good
283
Old Bennettsville Rd.
33A
P554-P553
Gravity
PVC
8
388
PVC8
Good
284
Louis Breeden Blvd.
33A
P554-P554
Gravity
PVC
8
39
PVC8
Good
285
Hendersonville St.
26C
P535-P534
Gravity
PVC
8
269
PVC8
Good
286
Louis Breeden Blvd.
33A
P556-P556
Gravity
PVC
8
40
PVC8
Good
287
Louis Breeden Blvd.
33A
P559-P556
Gravity
PVC
8
348
PVC8
Good
288
Louis Breeden Blvd.
33A
P559-P559
Gravity
PVC
8
40
PVC8
Good
289
Louis Breeden Blvd.
33A
P563-P559
Gravity
PVC
8
334
PVC8
Good
290
Louis Breeden Blvd.
33A
P564-13563
Gravity
PVC
8
425
PVC8
Good
291
Louis Breeden Blvd.
33A
P565-P564
Gravity
PVC
8
427
PVC8
Good
292
Edward St.
33A
P556-P557
Gravity
PVC
8
179
PVC8
Good
293
WCarthur St.
33A
P559-P560
Gravity
PVC
8
164
PVC8
Good
294
McCarthur St.
33A
P560-P562
Gravity
PVC
8
411
PVC8
Good
295
ease OBR to Louis Breeden Bd.
26C
P566-P567
Gravity
PVC
8
229
PVC8
Good
296
ease OBR to Louis Breeden Bd.
26C
P567-P567
Gravity
PVC
8
49
PVC8
Good
297
Louis Breeden Blvd.
26C
P569-P567
Gravity
PVC
8
340
PVC8
Good
298
Louis Breeden Blvd.
26C 33A
P570-P569
Gravity
PVC
8
407
PVC8
Good
299
ease off W. Hamlet Av.
11C
W148-W147
Gravity
PVC
8
429
PVC8
Good
300
W. Hamlet Av.
11C
W149-W148
Gravity
PVC
8
166
PVC8
Good
301
W. Hamlet Av.
11C
W150-W149
Gravity
PVC
8
157
PVC8
Good
302
W. Hamlet Av.
11C
W118-end
Gravity
PVC
8
329
PVC8
Good
303
W. Hamlet Av.
11C 18A
W117-W118
Gravity
PVC
8
404
PVC8
Good
304
W. Hamlet Av.
18A
W117-W116
Gravity
PVC
8
346
PVC8
Good
305
W. Hamlet Av.
18A
W115-W116
Gravity
PVC
8
264
PVC8
Good
306
W. Hamlet Av.
18A
W115-W114
Gravity
PVC
8
212
PVC8
Good
307
Circlewood Dr.
18A
W114-W114A
Gravity
PVC
8
195
PVC8
Good
308
Circlewood Dr.
18A
W114A-W119
Gravity
PVC
1 8
89
PVC8
Good
148

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WASTEWATERASSET MANAGEMENT PLAN
Segment
ID
Number
Ph ;jc*,Lucation
Map
Number
Between
Manholes#
Gravity or
Pressure
Line
Line
Material
Diameter
Length
LinpCode
Condition
Approx.
Year
Installed
337
ease Boyette St. to PS5
17D
J1-J1A
Gravity
PVC
8
27
PVC8
Good
338
ease Boyette St. to PS5
17D
J1A
Gravity
PVC
8
65
PVC8
Good
339
ease Boyette St. to PS5
17D
J1A
Gravity
PVC
8
18
PVC8
Good
340
Boyette St.
17D
14-J4
Gravity
PVC
8
119
PVC8
Good
341
Boyette St.
17D
J4-J6
Gravity
PVC
8
210
PVC8
Good
342
McDonald Av.
17D
J9-110
Gravity
PVC
8
356
PVC8
Good
343
Fellowship Dr.
17D 18A
J10-ill
Gravity
PVC
8
333
PVC8
Fair
344
Park St.
18C
P324-P323
Gravity
PVC
6
250
PVC6
Good
345
McDonald Av.
18C 25A
P323-P321
Gravity
PVC
6
418
PVC6
Good
346
McDonald Av.
17C
W197-W198
Gravity
PVC
8
82
PVC8
Fair
347
McDonald Av.
17D
W198-W199
Gravity
PVC
8
217
PVC8
Fair
348
McDonald Av.
17D
W200-W199
Gravity
PVC
8
370
PVC8
Fair
349
McDonald Av.
17D
W200-W201
Gravity
PVC
8
432
PVC8
Fair
350
Alexander Dr.
17D
W200-W200A
Gravity
PVC
8
58
PVC8
Fair
351
Alexander Dr.
17D
W200A-W203
Gravity
PVC
8
180
PVC8
Fair
352
Alexander Dr.
17D
W203-W204
Gravity
PVC
8
180
PVC8
Fair
353
Oak Av.
17D
W204-W205
Gravity
PVC
8
105
PVC8
Fair
354
Oak Av.
17D
W205-W206
Gravity
PVC
8
226
PVC8
Fair
355
end of Oak Av.
17D
W207-W206
Gravity
PVC
8
351
PVC8
Fair
356
Oak Av.
17D
W209-W207
Gravity
PVC
8
382
PVC8
Fair
357
Graham Circle
17D
W208-W207
Gravity
PVC
8
194
PVC8
Fair
358
Richard Drive
17D
W225-W209
Gravity
PVC
8
226
PVC8
Fair
359
Oak Av.
17D
W209-W210
Gravity
PVC
8
261
PVC8
Fair
360
Oak Av.
17D
W210-W211
Gravity
PVC
8
228
PVC8
Fair
361
Oak Av.
17D 24B
W212-W211
Gravity
PVC
8
400
PVC8
Fair
362
Oak Av.
24B 25A
W214-W212
Gravity
Clay
8
424
CLAY8
Poor
1940
363
Fellowship Dr.
17D 24B
W212-W213
Gravity
Clay
8
300
CLAY8
Poor
1940
364
Fellowship Dr.
25A
W214-W215
Gravity
Clay
8
203
CLAY8
Poor
1940
150

CITY OF HAMLET _ WASTEWATER ASSET MANAGEMENT PLAN
Segment
ID
ber
Physical Location
Map
Number
Between
Manholes #
Gravity or
Pressure
Line
Line
Material
Diameter
Length
LineCode
Condition
Approx.
Year
Installed
365
Richard Drive
17D —
W225-W226
Gravity
Clay
8
261 1
CLAYS
Poor
1940
366
McDonald Av.
17D
W227-W226
Gravity
PVC
8
262
PVC8
Fair
367
McDonald Av.
17D
W229-W228
Gravity
PVC
8
206
PVC8
Fair
368
McDonald Av.
17C
W229-W230
Gravity
PVC
8
161
PVC8
Fair
369
Fieldcrest Lane
17C
W230-W233
Gravity
PVC
8
386
PVC8
Fair
370
McDonald Av.
17C
W231-W230
Gravity
PVC
8
187
PVC8
Fair
371
McDonald Av.
17C
W232-W231
Gravity
PVC
8
388
PVC8
Good
372
Fieldcrest Lane
17C
W233-W234
Gravity
PVC
8
386
PVC8
Good
373
Fieldcrest Lane
17C
W234-W235
Gravity
PVC
8
388
PVC8
Good
374
James Av.
17B
W244-W246
Gravity
PVC
8
102
PVC8
Good
375
James Av.
17B
W246-W245
Gravity
PVC
8
128
PVC8
Good
376
James Av.
17B
W245-W247
Gravity
PVC
8
192
PVC8
Good
377
Eden St.
17A 17B
W240-W237
Gravity
PVC
8
255
PVC8
Good
378
James Av.
17A
W237-W238
Gravity
PVC
8
185
PVC8
Good
379
James Av.
17A
W239-W238
Gravity
PVC
8
261
PVC8
Good
380
Eden St.
17D
W241-W240
Gravity
PVC
8
264
PVC8
Good
381
Eden St.
17C
W242-W241
Gravity
PVC
8
324
PVC8
Good
382
Eden St.
17C
W243-W242
Gravity
PVC
8
196
PVC8
Good
383
James Av.
17B
W252-W251
Gravity
PVC
8
176
PVC8
Good
384
Mayfair Drive
17B
W251-W254
Gravity
PVC
8
334
PVC8
Good
385
James Av.
17B
W253-W252
Gravity
PVC
8
182
PVC8
Good
386
Skyland Drive
17B
W255-W256
Gravity
PVC
8
249
PVC8
Good
387
James Av.
17D
W255-W257
Gravity
PVC
8
444
PVC8
Good
388
Pineland Drive
17D
W259-W257
Gravity
PVC
8
280
PVC8
Good
389
James Av.
17D
W257-W258
Gravity
PVC
8
113
PVC8
Good
390
Pineland Drive
17D
W260-W259
Gravity
PVC
8
287
PVC8
Good
391
Rollins Av.
17B
W262-W260
Gravity
PVC
8
340
PVC8
Good
392
Pineland Drive
17B
W260-W261
Gravity
PVC
8
288
PVC8
Good
151

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
Segment
ID
Number
--
Physical Location
Map
Number
Between
Manholes #
Gravity or
Pressure
Line
--
Line
Material
Diameter
--�
Length
1,UqqCode
Condition
Approx.
Year
Installed
393
Rollins Av.
17B 17D
W260-W264
Gravity
PVC
8
429
PVC8
Good
394
Wallace St.
18C
W264-W265
Gravity
PVC
8
326
PVC8
Good
395
Rollins Av.
17B
W263-W262
Gravity
PVC
8
365
PVC8
Good
396
Hylan Avenue
17B
W276-W168A
Gravity
PVC
8
290
PVC8
Good
397
Hylan Avenue
17B
W277-W276
Gravity
PVC
8
443
PVC8
Good
398
Hylan Avenue
17B
W277-W280
Gravity
PVC
8
207
PVC8
Good
399
Rollins Av.
17B
W278-W277
Gravity
PVC
8
286
PVC8
Good
400
Hylan Avenue
17B
W281-W280
Gravity
PVC
8
275
PVC8
Good
401
Hylan Avenue
17B
W281-W282
Gravity
PVC
8
400
PVC8
Good
402
Hylan Avenue
17B
W282-W283
Gravity
PVC
8
200
PVC8
Good
403
Rollins Av.
17B
W278-W279
Gravity
PVC
8
214
PVC8
Good
404
ease off Lillians Ln.
17B
W298-W299
Gravity
PVC
8
317
PVC8
Good
405
Lillians Lane
17B
W299-W300
Gravity
PVC
8
333
PVC8
Good
406
Lillians Lane
17B
W300-W301
Gravity
PVC
8
250
PVC8
Good
407
Lillians Lane
17B
W301-W302
Gravity
PVC
8
254
PVC8
Good
408
Lillians Lane
17B
W302-W302A
Gravity
PVC
8
59
PVC8
Good
409
Lillians Lane
17B
W302A-W303
Gravity
PVC
8
112
PVC8
Good
410
Lillians Lane
17A
W303-W305
Gravity
PVC
8
346
PVC8
Good
411
Carl Martin Av.
17B
W286-W285
Gravity
PVC
8
181
PVC8
Good
412
Sams road
17B
W286-W288
Gravity
PVC
8
231
PVC8
Good
413
Carl Martin Av.
17B
W287-W286
Gravity
PVC
8
312
PVC8
Good
414
Sams road
17B
W288-W289
Gravity
PVC
8
217
PVC8
Good
415
Shaw Road
17B
W289-W292
Gravity
PVC
8
360
PVC8
Good
416
Sams road
17B
W289-W290
Gravity
PVC
8
302
PVC8
Good
417
Virginia Ann Av.
17B
W290-W290A
Gravity
PVC
8
152
PVC8
Good
418
ease Hylan Av. To McDonald Av.
17A
W169-W170
Gravity
PVC
8
282
PVC8
Good
419
ease Hylan Av. To McDonald Av.
17A
W170-W171
Gravity
PVC
8
158
PVC8
Good
420
ease Hylan Av. To McDonald Av.
17A
W171-W172
Gravity
PVC
8
164
PVC8
Good
152

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
Segment
ID
Number
Physical Location
Map
Number
Between
#
W172-W173
Gravity or
Pressure
_ Line _
Line
Material
Diameter
Length
Line ode
ton
Approx.
Year
Installed
421
ease Hylan Av. To McDonald Av.
17A
Gravity
PVC
8
309
PVC8
Good
422
ease Hylan Av. To McDonald Av.
17A
W173-W174
Gravity
PVC
8
265
PVC8
Good
423
ease off Betty Brooks Blvd.
17A
W173-W184
Gravity
PVC
8
175
PVC8
Good
424
ease off Betty Brooks Blvd.
17A
W185-W184
Gravity
PVC
8
212
PVC8
Good
425
Betty Brooks Blvd.
17A
W186-W185
Gravity
PVC
8
259
PVC8
Good
426
ease Hylan Av. To McDonald Av.
17A
W175-W174
Gravity
PVC
8
386
PVC8
Good
427
McDonald Av.
17A
W175-W176
Gravity
PVC
8
190
PVC8
Good
428
McDonald Av.
17A
W175-W177
Gravity
PVC
8
154
PVC8
Good
429
Betty Brooks Blvd.
17A
W187-W186
Gravity
PVC
8
259
PVC8
Good
430
McDonald Av.
17A
W178-W177
Gravity
PVC
8
329
PVC8
Good
431
McDonald Av.
17A
W179-W178
Gravity
PVC
8
228
PVC8
Good
432
McDonald Av.
17A
W179-W180
Gravity
PVC
8
189
PVC8
Good
433
McDonald Av.
17A
W181-W180
Gravity
PVC
8
360
PVC8
Good
434
McDonald Av.
17A
W182-W181
Gravity
PVC
8
340
PVC8
Good
435
McDonald Av.
16B 17A
638-W182
Gravity
PVC
8
320
PVC8
Good
436
ease off North St.
10C
B1- PSI
Gravity
PVC
8
250
PVC8
Good
437
ease off North St.
10C
133-134
Gravity
PVC
8
221
PVC8
Good
438
ease off North St.
10C
135-134
Gravity
PVC
8
330
PVC8
Good
439
ease off North St.
10C
135-136
Gravity
PVC
8
404
PVC8
Good
440
North Street
10C
137-136
Gravity
PVC
8
153
PVC8
Good
441
Brantley Avenue
10C
137-1310
Gravity
PVC
8
136
PVC8
Good
442
North Street
10C
138-67
Gravity
PVC
8
62
PVC8
Good
443
Brantley Avenue
10C
610-B12
Gravity
PVC
8
99
r349
PVC8
Good
444
off Brantley Av.
10C
B11-610
Gravity
PVC
8
53
PVC8
Good
445
Rosemont Avenue
10C
B8-69
Gravity
PVC
8
PVC8
Good
446
off Brantley Av.
10C
1312-1312A
Gravity
PVC
8
153
PVC8
Good
447
Brantley Avenue
10C
1312-1314
Gravity
PVC
8
199
PVC8
Good
448
Beeler Avenue
10C
1315-614
Gravity
PVC
8
354
PVC8
Good
153

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CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
Segment
IQ
i Number
ftygical Location
Map
Number
Between
Manholes #
Gravity or
Pressure
Line -
Line
Material
Diameter
Length
LineCode
Co n
Approx.
Year
Installed
477
McDonald Av.
16B
1337-1338
Gravity
PVC
8
379
PVC8
Good
478
McLean St.
24D
P397-P396
Gravity
PVC
8
239
PVC8
Good
479
Lakeview Drive
24D
P403-P397
Gravity
PVC
8
230
PVC8
Good
480
McLean St.
24D
P397-P398
Gravity
PVC
8
412
PVC8
Good
481
McLean St.
24D
P398-P399
Gravity
PVC
8
319
PVC8
Good
482
McLean St.
24D 25C
P399-P400
Gravity
PVC
8
313
PVC8
Good
483
McLean St.
25C
P400-P402
Gravity
PVC
8
92
PVC8
Good
484
Rosedale Avenue
25C
P400-P400
Gravity
PVC
8
160
PVC8
Good
485
Lakeview Dr. to Cherry St.
24D
P403-P404
Gravity
PVC
8
263
PVC8
Good
486
Cherry St. to Hawthorne Av.
24D
P404-P409
Gravity
PVC
8
164
PVC8
Good
487
Cherry Street
24C
P404-P405
Gravity
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8
258
PVC8
Good
488
North Carolina Avenue
25C
P261-P263
Gravity
Clay
8
519
CLAY8
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1940
489
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25C
P261-P262
Gravity
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233
CLAY8
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1940
490
ease off North Carolina Av.
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Gravity
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475
CLAYS
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1940
491
Cherry Street
24C
P405-P406
Gravity
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8
393
PVC8
Good
492
Pine Hill Avenue
24C
P406-P408
Gravity
PVC
8
235
PVC8
Good
493
Cherry Street
24C
P406-P407
Gravity
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8
392
PVC8
Good
494
ease Cherry St. to Hawthorne
24C
P409-P410
Gravity
PVC
8
387
PVC8
Good
495
Hawthorne Avenue
24C
P410-P411
Gravity
PVC
8
335
PVC8
Good
496
Hawthorne Avenue
24B 24C
P411-P302
Gravity
PVC
8
339
PVC8
Good
497
Tar Heel Avenue
31B
Gravity
PVC
8
166
PVC8
Good
498
Tar Heel Avenue
31B
Gravity
PVC
8
167
PVC8
Good
499
Hill Street
31B
Gravity
PVC
8
360
PVC8
Good
500
Hill Street
31B
P372-P373
Gravity
PVC
8
360
PVC8
Good
501
Hill Street
25C 31B
32A
P375-P373
Gravity
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8
323
PVC8
Good
502
Hill Street
25C
P374-P375
Gravity
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8
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1 PVC8
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503
Rice Street
24D 31B
P386-P388
Gravity
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175
PVC8
Good
504
Rice Street
24D
P388-P389
Gravity
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8
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PVC8
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155

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cPl"S or FiA,Ytl ��,r WASTEWATER ASSET MANAGEMENT PLAN
Segment
ID
Number
Physical Location
Map
Number
Between
Manholes #
Gravity or
Pressure
Line
Line
Material
Diameter
Length
LineCode
Condition
Approx.
Year
Installed
533
_
off Marlboro acc Dogwood
25A
W224-P314
Gravity
Clay
8
325
CLAYS
Poor
1940
534
Marlboro Street
25A
P316-P315
Gravity
Clay
8
511
CLAYS
Poor
1940
535
Cheraw Road
24B 24C
P311-P310
Gravity
Clay
8
492
CLAY8
Poor
1940
536
Cheraw Road
24B 24C
P311-P312
Gravity
Clay
8
482
CLAYS
Poor
1940
537
Cheraw Road
24B 25A
W224-P312
Gravity
Clay
8
307
CLAYS
Poor
1940
538
Marlboro Street
25A
P315-W224
Gravity
Clay
8
270
CLAYS
Poor
1940
539
24B
P301-P302
Gravity
Clay
8
42
CLAYS
Poor
1940
540
Austin Avenue
25C
P295-P294
Gravity
Clay
8
200
CLAYS
Poor
1940
541
Maple Avenue
24B
P307-P305
Gravity
Clay
8
175
CLAYS
Poor
1940
542
Palm Street
24B
P305-P306
Gravity
Clay
8
454
CLAYS
Poor
1940
543
Palm Street
24B 25A
P305-P309
Gravity
Clay
8
451
CLAYS
Poor
1940
544
Maple Avenue
24B 25A
P305-P303
Gravity
Clay
8
375
CLAY8
Poor
1940
545
Hawthorne Avenue
24B 25A
P303-P301
Gravity
Clay
8
451
CLAYS
Poor
1940
546
Hawthorne Avenue
25A
P304-P303
Gravity
Clay
8
451
CLAYS
Poor
1940
547
Maple Avenue
25C
P297-P296
Gravity
Clay
8
445
CLAYS
Poor
1940
548
Maple Avenue
25A
P298-P297
Gravity
Clay
8
449
CLAYS
Poor
1940
549
Maple Avenue
25A
P299-P298
Gravity
Clay
8
150
CLAYS
Poor
1940
550
Austin Avenue
25C
P292-P294
Gravity
Clay
8
904
CLAY8
Poor
1940
551
Austin Avenue
25C
P264-P292
Gravity
Clay
8
298
CLAYS
Poor
1940
552
Poplar Avenue
25C
P293-P292
Gravity
Clay
8
175
CLAYS
Poor
1940
553
Austin Avenue
25C
P264-P265
Gravity
Clay
8
146
CLAYS
Poor
1940
554
Locust Street
25A
P266-P270
Gravity
Clay
8
447
CLAYS
Poor
1940
555
Dogwood Lane
25A
P265-P266
Gravity
Clay
8
446
CLAYS
Poor
1940
556
Poplar Avenue
25A
P271-P270
Gravity
Clay
8
447
CLAYS
Poor
1940
557
Poplar Avenue
25A
P272-P271
Gravity
Clay
8
175
CLAY8
Poor
1940
558
Dogwood Lane
25A
P267-P266
Gravity
Clay
8
450
CLAYS
Poor
1940
559
Dogwood Lane
25A
P269-P268
Gravity
Clay
8
300
CLAYS
Poor
1940
560
Dogwood Lane
25A
P268-13267
Gravity
Clay
8
448
1 CLAY8
Poor
1940
157

0 FN O h H a tii L 1.'1 _ __ _ __. -.__ WASTEWATER ASSET MANAGEMENT PLAN
Segment
ID
Physical Location
Map
Number
Gravity or
Between Pressure
Manholes # Line
Line
Material I
Diameter
I
Length
LineGo- a
Condit�un
Approx.
Year
Installed i
_Number
561
Dennis Street
25A
P282-P283
Gravity
Clay
8
385
CLAYS
Poor
1940
562
Austin Avenue
25A
P283-13284
Gravity
Clay
8
182
CLAYS
Poor
1940
563
Rice Street
25A
P282-P281
Gravity
Clay
8
378
CLAYS
Poor
1940
564
Wilson Avenue
25A
P281-P286
Gravity
Clay
8
445
CLAYS
Poor
1940
565
Wilson Avenue
25A
P287-13286
Gravity
Clay
8
457
CLAYS
Poor
1940
566
Beech Street
25A
P284-P285
Gravity
Clay
8
200
CLAYS
Poor
1940
567
Wilson Avenue
25A
P287-P288
Gravity
Clay
8
451
CLAYS
Poor
1940
568
Wilson Avenue
25A
P288-13289
Gravity
Clay
8
225
CLAYS
Poor
1940
569
Richmond Avenue
25A
13291-P289
Gravity
Clay
8
838
CLAYS
Poor
1940
570
Richmond Avenue
25A
P290-P289
Gravity
Clay
8
294
CLAYS
Poor
1940
571
Henderson Street
25C
P279-P572
Gravity
Clay
8
406
CLAYS
Poor
1940
572
Henderson Street
25C
P280-P572
Gravity
Clay
8
219
CLAYS
Poor
1940
573
Wilson Avenue
25C
P281-P279
Gravity
Clay
8
421
CLAYS
Poor
1940
574
Wilson Avenue
25D
P278-P279
Gravity
Clay
8
407
CLAYS
Poor
1940
575
Wilson Avenue
25D
P278-P257
Gravity
Clay
8
400
CLAYS
Poor
1940
576
ease off Dungeon Street
25D
P257-P258
Gravity
Clay
8
400
CLAYS
Poor
1940
577
ease off Dungeon Street
25D
P260-P259
Gravity
Clay
10
404
CLAY10
Poor
1940
578
Dungeon Street
25D
P258-13259
Gravity
Clay
10
346
CLAY10
Poor
1940
579
acc Dungeon Street
25D
P257-13256
Gravity
Clay
8
279
CLAYS
Poor
1940
580
ease off Dungeon Street
25D
P254-P256
Gravity
Clay
10
300
CLAY10
Poor
1940
581
Gin Mill Road
25D
P253-P254
Gravity
Clay
10
314
CLAY10
Poor
1940
582
ease La Grand to E. Columbia Av
25D
13253-13252
Gravity
Clay
10
375
CLAY10
Poor
1940
583
ease La Grand to E. Columbia Av
25D
P252-P246
Gravity
PVC
10
324
PVC10
Good
1980
584
East Columbia Avenue
25D
P246-P247
Gravity
Clay
10
327
CLAY10
Poor
1940
585
ease Ellen Dr. to Gin Mill Rd.
25D
P333-P335
Gravity
Clay
8
325
CLAYS
Poor
1940
586
ease off Herman Street
25D
P335-end
Gravity
Clay
8
145
CLAYS
Poor
1940
587
ease off Herman Street
25D
P335-end
Gravity
Clay
8
175
CLAYS
Poor
1940
588
ease off Herman Street
25D
P335
Gravity
Clay
8
125
CLAYS
Poor
1940
158

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
Segment
ID
Number
589
Physical Location
Map
Number
Between
Manholes #
Gravity or
Pressure
_ .:
Gravity
l
Line
ial
Clay
Diameter
Le h
!
Lin de
Cq n
Approx.
Year
ease off Herman Street
25D
P336-P333
8
450
CLAY8
Poor
1940
590
ease off Herman Street
25D
P333-P332
Gravity
Clay
8
125
CLAY8
Poor
1940
591
Buttercup Drive
25D
P328
Gravity
PVC
8
150
PVC8
Fair
592
Buttercup Drive
25D
P328-P327
Gravity
PVC
8
225
PVC8
Fair
593
Buttercup Drive
25D
P327-P326
Gravity
PVC
8
350
PVC8
Fair
594
Buttercup Drive
25D
P326-P325
Gravity
PVC
8
250
PVC8
Fair
595
Buttercup Drive
25D
P325-P240
Gravity
PVC
8
150
PVC8
Fair
596
ease E. Columbia to Bittercup
25D
P246-P243
Gravity
Clay
10
150
CLAY10
Poor
1940
597
ease E. Columbia to Bittercup
25D
P243-P240
Gravity
Clay
10
275
CLAY10
Poor
1940
598
ease E. Columbia to Bittercup
25D
P240-P242
Gravity
Clay
8
81
CLAY8
Poor
1940
599
East Columbia Avenue
25D
P244-P243
Gravity
PVC
10
300
PVC10
Good
600
acc Thomas Street
25D
P243-P245
Gravity
PVC
10
375
PVC10
Good
601
ease off Thomas Street
25D
P245
Gravity
PVC
8
400
PVC8
Fair
602
ease off Thomas Street
25D
P245
Gravity
PVC
8
75
PVC8
Fair
603
Buttercup Drive
25D
P240-P241
Gravity
PVC
8
325
PVC8
Fair
604
ease off Buttercup Drive
25D
P241
Gravity
PVC
8
125
PVC8
Fair
605
ease off Buttercup Drive
25D
P241
Gravity
PVC
8
100
PVC8
Fair
606
ease off Buttercup Drive
25D
P241-end
Gravity
PVC
8
100
PVC8
Fair
607
ease off Buttercup Drive
25D
P240-P239
Gravity
Clay
8
222
CLAY8
Poor
1940
608
ease off Buttercup Drive
25D 26C
P234-P239
Gravity
Clay
21
214
CLAY21
Poor
1940
609
ease fr Housing Authority
26C
P236-P43
Gravity
Clay
6
246
CLAY6
Poor
1940
610
ease off Spears Street
25D 26C
P237-P238
Gravity
Clay
8
251
CLAY8
Poor
1940
611
ease fr Housing Authority
26C
P236-P237
Gravity
Clay
8
351
CLAY8
Poor
1940
612
Lackey Street
25C
P276-P273
Gravity
PVC
8
484
PVC8
Good
613
Lackey Street
25C
P254-P273
Gravity
PVC
10
317
PVC10
Good
614
ease off Lackey Street
25C
P273-P273
Gravity
PVC
8
89
PVC8
Good
615
ease off Lackey Street
25D
P275-P273
Gravity
PVC
8
260
PVC8
Good
616
Campbell Avenue
19C
D13-D12
Gravity
PVC
10
340
PVC10
Good
159

Segment
ID
Number
- -----
, —-
a "¢.
t
Physical Location
-- -- .
Map I
Number
--- .
Between
Manholps #
- - --- -----
Gravity or
Pressure
Line
-
Line
Material
-
Diameter
---- - --
Length
--- ------
h! eCp&
Condition
Approx.
Year
Installed
617
Taylor Avenue
19D D32-D12
Gravity
PVC
10
275
PVC10
Good
618 1
Campbell Avenue
19D
D11-D12
Gravity
PVC
10
205
PVC10
Good
619
ease Campbell to Boyd Lake Rd
19D
D11-D10
Gravity
PVC
12
412
PVC12
Good
620
ease Campbell to Boyd Lake Rd
19D
D9-D10
Gravity
PVC
12
223
PVC12
Good
621
ease Campbell to Boyd Lake Rd
19D
D9-D8
Gravity
PVC
12
214
PVC12
Good
622
ease Campbell to Boyd Lake Rd
19D
D8-D7
Gravity
PVC
12
214
PVC12
Good
623
ease Campbell to Boyd Lake Rd
19D
D7-D6
Gravity
PVC
12
193
PVC12
Good
624
ease Campbell to Boyd Lake Rd
19D
D5-D6
Gravity
PVC
12
365
PVC12
Good
625
ease Campbell to Boyd Lake Rd
19D
D5-D4
Gravity
PVC
12
275
PVC12
Good
626
ease Campbell to Boyd Lake Rd
19D
D4-D3
Gravity
PVC
12
51
PVC12
Good
627
Boyd Lake Road
19D
D3-D2
Gravity
PVC
12
224
PVC12
Good
628
Boyd Lake Road
19D
D2-D1
Gravity
PVC
12
297
PVC12
Good
629
ease to E. Hamlet Av.
19D
D1110
Gravity
PVC
12
187
PVC12
Good
630
ease LaGrand to EMS/FMR ease
25D
P36-P329
Gravity
Clay
24
238
CLAY24
Poor
1940
631
ease LaGrand to EMS/FMR ease
25D
P329-P330
Gravity
Clay
8
232
CLAY8
Poor
1940
632
ease LaGrand to EMS/FMR ease
25D
P330-P331
Gravity
Clay
8
208
CLAY8
Poor
1940
633
ease LaGrand to EMS/FMR ease
25D
P328-P331
Gravity
Clay
8
209
CLAY8
Poor
1940
634
ease LaGrand to EMS/FMR ease
25D
13332-13328
Gravity
Clay
8
46
CLAY8
Poor
1940
635
ease off Whitlock Street
19A
D35-D13
Gravity
PVC
10
160
PVC10
Good
636
ease off Whitlock Street
19A
D13-D14
Gravity
PVC
10
557
PVC10
Good
637
ease off Whitlock Street
19A
D35-D36
Gravity
PVC
8
350
PVC8
Good
638
ease off Whitlock Street
19C
D37-D36
Gravity
PVC
8
200
PVC8
Good
639
Carr Street
19C
D37-end
Gravity
Clay
8
200
CLAY8
Poor
1940
640
S. Bridges Street
25D
P247-P248
Gravity
PVC
8
641
PVC8
Good
641
Spears Street
25B 25D
13248-13249
Gravity
Clay
8
250
CLAY8
Poor
1940
642
Spears Street
25B
P249-13249
Gravity
Clay
8
125
CLAY8
Poor
1940
643
Alley Street
25B 25D
P249-P251
Gravity
Clay
8
650
CLAY8
Poor
1940
644
S. Bridges Street
25D
P255-P247
Gravity
PVC
8
375
PVC8
Good

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
Segment
ID
Number
Physical Location
Map
Number
Between
Manholes #
Gravity or
Pressure
Line
Line
Material
Dia ter
j h
PVC10
Good
Approx.
Year
Installed
6 55
S. Bridges Street
25D
P254-P255
Gravity
PVC
10
314
646
Lackey Street
25D
P276-P277
Gravity
PVC
8
150
PVC8
Good
647
Lackey Street
25B
P192-P214
Gravity
Clay
10
514
1 CLAY10
Poor
1940
648
Lackey Street
25B
P175-P192
Gravity
Clay
10
483
CLAY10
Poor
1940
649
ease off Lackey Street
25B
P175-P175
Gravity
Clay
10
75
CLAY10
Poor
1940
650
ease off Lackey Street
25B 26A
P175-P 152
Gravity
Clay
10
600
CLAY10
Poor
1940
651
ease off Lackey Street
26A
P152-P152A
Gravity
Clay
10
125
CLAY10
Poor
1940
652
Myrtle Avenue
25B
P215-P214
Gravity
Clay
10
150
CLAY10
Poor
1940
653
Myrtle Avenue
25B
P217-P215
Gravity
Clay
8
125
CLAY8
Poor
1940
654
ease off Lackey Street
25B
P215-P216
Gravity
Clay
8
396
CLAY8
Poor
1940
655
Myrtle Avenue
25B
P217-P218
Gravity
Clay
8
477
CLAY8
Poor
1940
656
Myrtle Avenue
25B
P219-P218
Gravity
Clay
8
477
CLAY8
Poor
1940
657
Myrtle Avenue
25B
P220-P219
Gravity
Clay
8
466
CLAY8
Poor
1940
658
Henderson Street
25B
P223-P218
Gravity
Clay
8
372
CLAY8
Poor
1940
659
W. Columbia Avenue
25B
P224-P223
Gravity
Clay
8
466
CLAY8
Poor
1940
660
Henderson Street
25B
P228-P223
Gravity
Clay
8
300
CLAY8
Poor
1940
661
W. Columbia Avenue
25A
P225-P224
Gravity
Clay
8
470
CLAY8
Poor
1940
662
Austin Avenue
25A
P226-P225
Gravity
Clay
8
195
CLAY8
Poor
1940
663
Richmond Avenue
25A
P227-P226
Gravity
Clay
8
375
CLAY8
Poor
1940
664
ease Myrtle to Scotland Av.
25A
P220-P220
Gravity
Clay
6
67
CLAY6
Poor
1940
665
ease Myrtle to Scotland Av.
25A
P222-P220
Gravity
Clay
6
320
CLAY6
Poor
1940
666
Oak Avenue
25B
P193-P192
Gravity
Clay
10
276
CLAY10
Poor
1940
667
Oak Avenue
25B
P193-P197
Gravity
Clay
8
482
CLAY8
Poor
1940
668
Oak Avenue
25B
P197-P198
Gravity
Clay
8
483
CLAY8
Poor
1940
669
Oak Avenue
25B
P198-P200
Gravity
Clay
8
470
CLAY8
Poor
1940
670
Oak Avenue
25A
P200-P202
Gravity
Clay
8
723
CLAY8
Poor
1940
671
Oak Avenue
25A
P202-P205
Gravity
Clay
8
898
CLAY8
Poor
1940
672
Champlain Street
25B
P193-P193
Gravity
Clay
8
150
CLAY8
Poor
1940
161

CITY OF HAMLET _ WASTEWATER ASSET MANAGEMENT PLAN
Segment
ID
Number
Physical Location
Map
Number
Between
Manholes #
Gravity or
Pressure
Line
Line
Material
Diameter
Length
Line!; le
Condition
Approx.
Year
installed
673
Champlain Street
25B
s P193-P196
Gravity
Clay
8
200
CLAY8
Poor
1940
674
Champlain Street
25B
P193-P195
Gravity
Clay
6
175
CLAY6
Poor
1940
675
Rice Street
25B
P198-P199
Gravity
Clay
8
150
CLAY8
Poor
1940
676
Austin Avenue
25B
P200-P201
Gravity
Clay
8
200
CLAYS
Poor
1940
677
McKinnon Street
25A
P202-P204
Gravity
Clay
8
200
CLAYS
Poor
1940
678
McKinnon Street
25A
P203-P202
Gravity
Clay
8
200
CLAY8
Poor
1940
679
ease Marlboro to Oak Av.
25A
P207-P205
Gravity
Clay
8
460
CLAY8
Poor
1940
680
McDonald Av.
25A
P207-P208
Gravity
Clay
8
250
CLAY8
Poor
1940
681
McDonald Av.
25A
P207-13206
Gravity
Clay
8
275
CLAY8
Poor
1940
682
Marlboro Street
25A
P207-P207
Gravity
Clay
8
205
CLAY8
Poor
1940
683
Marlboro Street
25A
P207-P209
Gravity
Clay
8
150
CLAY8
Poor
1940
684
Marlboro Street
18C 25A
P209-P211
Gravity
Clay
8
221
CLAY8
Poor
1940
685
McDonald Av.
25B
P175-P177
Gravity
Clay
10
276
CLAY10
Poor
1940
686
McDonald Av.
25B
P177-P185
Gravity
Clay
8
485
CLAY8
Poor
1940
687
McDonald Av.
25B
P185-P187
Gravity
Clay
8
480
CLAY8
Poor
1940
688
McDonald Av.
25B
P189-P187
Gravity
Clay
8
470
CLAY8
Poor
1940
689
McDonald Av.
25A
P189-P190
Gravity
Clay
8
747
CLAY8
Poor
1940
690
McDonald Av.
25A
P191-P190
Gravity
Clay
8
431
CLAY8
Poor
1940
691
Champlain Street
25B
P177-P178
Gravity
Clay
8
319
CLAY8
Poor
1940
692
Champlain Street
25B
P179-P178
Gravity
Clay
8
268
CLAY8
Poor
1940
693
Jefferson Street
25B
P180-P179
Gravity
Clay
8
341
CLAY8
Poor
1940
694
ease off Main Street
25B
P181-P180
Gravity
Clay
8
255
CLAY8
Poor
1940
695
ease off Main Street
25B
P181-P182
Gravity
Clay
8
228
CLAY8
Poor
1940
696
Henderson Street
25B
P182-P184
Gravity
Clay
6
200
CLAY6
Poor
1940
697
Main Street
25B
P183-P182
Gravity
Clay
6
225
CLAY6
Poor
1940
698
Main Street
25B
P182-P178
Gravity
Clay
8
475
CLAY8
Poor
1940
699
Henderson Street
25B
P185-P186
Gravity
Clay
8
150
CLAY8
Poor
1940
700
Rice Street
25B
P187-P188
Gravity
Clay
8
150
CLAY8
Poor
1940
162

Segment
ID
Number
Physical Location
Map
Number
Between
Manholes#
Gravity or
Pressure
Line__
Line
Material
Diameter
L h
CLAY8
.on
Poor
Approx.
Year
Installed
701
Entwhistle Street
25A
P191-end
_
Gravity
Clay
8
184
1940
702
Rollins Av.
25A
P190-end
Gravity
Clay
8
276
CLAY8
Poor
1940
703
ease off Entwhistle
25A
W57-W56
Gravity
Clay
6
451
CLAY6
Poor
1940
704
Entwhistle Street
18D 25A
W55-W56
Gravity
Clay
6
461
CLAY6
Poor
1940
705
Entwhistle Street
18D
W55-W54
Gravity
Clay
8
445
CLAY8
Poor
1940
706
Bauerfield Street
18D
W58-W55
Gravity
Clay
8
200
CLAY8
Poor
1940
707
Minturn Avenue
18D 25A
P166-W54
Gravity
Clay
8
479
CLAY8
Poor
1940
708
Minturn Avenue
25A
P165-P166
Gravity
Clay
8
495
CLAY8
Poor
1940
709
Rice Street
25A
P167-P165
Gravity
Clay
8
200
CLAY8
Poor
1940
710
Rice Street
25A
P168-P167
Gravity
Clay
8
175
CLAY8
Poor
1940
711
Main Street
25A
P169-P167
Gravity
Clay
8
436
CLAY8
Poor
1940
712
Main Street
25A
P169-P172
Gravity
Clay
8
475
CLAY8
Poor
1940
713
ease Hylan Av. To Main St.
25A
W56A-P172
Gravity
Clay
8
200
CLAY8
Poor
1940
714
Bauerfield Street
25A
P169-P170
Gravity
Clay
8
300
CLAY8
Poor
1940
715
Bauerfield Street
25A
P171-P170
Gravity
Clay
8
150
CLAYS
Poor
1940
716
Peach Street
25A
P166-end
Gravity
Clay
8
200
CLAY8
Poor
1940
717
Rollins Av.
25A
W57-end
Gravity
Clay
6
380
CLAY6
Poor
1940
718
Rollins Av.
18C
P212-P211
Gravity
Clay
8
454
CLAY8
Poor
1940
719
Clay Street
18C
P212-P212A
Gravity
Clay
6
175
CLAY6
Poor
1940
720
Marlboro Street
18C
W45-W43
Gravity
Clay
6
175
CLAY6
Poor
1940
721
Marlboro Street
18C
W43-W50
Gravity
Clay
6
250
CLAY6
Poor
1940
722
Hylan Avenue
18C
W43-W44
Gravity
Clay
6
300
CLAY6
Poor
1940
723
Hylan Avenue
18C
W42-W43
Gravity
Clay
6
452
CLAY6
Poor
1940
724
Hylan Avenue
18C
W51-W42
Gravity
Clay
8
275
CLAY8
Poor
1940
725
Clay Street
18C
W42-W41
Gravity
Clay
8
446
CLAY8
Poor
1940
726
Clay Street
18C
W40-W41
Gravity
Clay
8
453
CLAY8
Poor
1940
727
Minturn Avenue
18D
W40-W53
Gravity
Clay
8
452
CLAY8
Poor
1940
728
Marlboro Street
18D
W59-W53
Gravity
Clay
8
444
CLAY8
Poor
1940
163

CITY OF HAMLET _WASTEWATER ASSET MANAGEMENT PLAN
Segment I
ID
Number
Physical Location
Map
Number
Between
_ Ma _ales #
Gravity or
Pressure
Line
Line
Material
Diameter
, ,Length
LineCode
Condition
Approx.
Year
Installed .
729
Bauerfield Street
18C
W41-W41A
Gravity
Clay
8
200
CLAY8
Poor
1940
730
Minturn Avenue
18D
W54-W53
Gravity
Clay
8
451
CLAY8
Poor
1940
731
Clay Street
18D
W40-W39
Gravity
Clay
8
470
CLAY8
Poor
1940
732
Jefferson Street
18D
W39-W60
Gravity
Clay
8
451
CLAY8
Poor
1940
733
Jefferson Street
18D
W60-W60A
Gravity
Clay
6
200
CLAY6
Poor
1940
734
Jefferson Street
18D
W62-W39
Gravity
Clay
8
455
CLAY8
Poor
1940
735
Madison Avenue
18D
W62-W63
Gravity
Clay
6
321
CLAY6
Poor
1940
736
Madison Avenue
18C 18D
W62-W65
Gravity
Clay
6
460
CLAY6
Poor
1940
737
McDonald Av.
18D
W64-W63
Gravity
Clay
6
150
CLAY6
Poor
1940
738
ease Jefferson to Charlotte Av.
18D
W39-W38
Gravity
Clay
8
325
CLAY8
Poor
1940
739
ease Jefferson to Charlotte Av.
18D
W38-W36
Gravity
Clay
8
425
CLAY8
Poor
1940
740
ease Jefferson to Charlotte Av.
18D
W36-W22A
Gravity
Clay
8
75
CLAY8
Poor
1940
741
ease Jefferson to Charlotte Av.
18D
W22A-W22B
Gravity
Clay
8
67
CLAY8
Poor
1940
742
Jefferson Street
18D
W62-end
Gravity
Clay
6
378
CLAY6
Poor
1940
743
ease Jefferson to Minturn Av.
18C
W308-W76
Gravity
Clay
6
456
CLAY6
Poor
1940
744
Henry Street
18D
W308-W308A
Gravity
Clay
6
175
CLAY6
Poor
1940
745
Minturn Avenue
18C
W76-W307
Gravity
Clay
6
225
CLAY6
Poor
1940
746
Bauersfield to Minturn Av.
18C
W76-W77
Gravity
Clay
6
425
CLAY6
Poor
1940
747
Bauerfield Street
18C
W310-W77
Gravity
Clay
8
200
CLAY8
Poor
1940
748
ease Bauerfield to Hylan Av.
18C
W79-W78
Gravity
Clay
8
275
CLAY8
Poor
1940
749
ease Bauerfield to Hylan Av,
18C
W78-W77
Gravity
Clay
8
241
CLAY8
Poor
1940
750
Minturn Avenue
18C
W75-W76
Gravity
PVC
6
275
PVC6
Good
751
ease off end Adelle Street
18C
W90-W74
Gravity
Clay
8
475
CLAY8
Poor
1940
752
ease Jefferson to WHA/PS2
18A
W75-W74
Gravity
PVC
8
376
PVC8
Good
753
ease Jefferson to WHA/PS2
18B
W71-W72
Gravity
PVC
8
121
PVC8
Good
754
ease Jefferson to WHA/PS2
18B
W71-W71
Gravity
PVC
8
136
PVC8
Good
755
ease Jefferson to WHA/PS2
18B
W68-W70
Gravity
PVC
8
221
PVC8
Good
756
ease Jefferson to WHA/PS2
18B
W68-W19
Gravity
PVC
8
100
PVC8
Good
164

CM OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
Segment
ID
jNumber
:'
Physical Location
Map
Number
18B
18B
Between
Manholes #
W18-W18A
Gravity or
Pressure Line
Line ; Material
Gravity Clay
Diameter
10
Length
188
Li E
CLAY10
-Condition
Poor
Approx.
Year
I
1940
757
ease Charlotte St. to WHA
758
ease Charlotte St. to WHA
W112-W113
Gravity
Clay
8
750
CLAY8
Poor
1940
759
W. Hamlet Avenue
18A
W113-W114
W20-W20A
Gravity
Gravity
Clay
PVC
8
8
515
202
CLAYS
PVC8
Poor
Good
1940
760
ease WHA to PS2
18B
18B
761
Charlotte Street
W33-W32
Gravity
Clay
8
600
CLAY8
Poor
1940
762
ease Charlotte St. to WHA
18B
W33A-W33
Gravity
Clay
8
468
CLAYS
Poor
1940
763
W. Hamlet Avenue
18B
W33A-W32
Gravity
Clay
8
375
CLAY8
Poor
1940
764
Rice Street
25B
P162-P165
Gravity
Clay
8
496
CLAYS
Poor
1940
765
Rice Street
25B
P162-P160
Gravity
Clay
8
250
CLAY8
Poor
1940
766
Jefferson Street
18D 25A
P163-P162
Gravity
Clay
8
800
CLAY8
Poor
1940
767
ease off Jefferson St.
18D
P164-P163
Gravity
Clay
8
175
CLAY8
Poor
1940
768
ease off Rice Street
25A
P160-P161
Gravity
Clay
8
275
CLAYS
Poor
1940
769
Vance Street
25A
P160-P159
Gravity
Clay
8
582
CLAYS
Poor
1940
770
Vance Street
25B
P159-P156
Gravity
Clay
8
475
CLAY8
Poor
1940
771
Raleigh Street
25B
P157-P156
Gravity
Clay
8
250
CLAY8
Poor
1940
772
Main Street
25B
P158-P157
Gravity
Clay
8
225
CLAY8
Poor
1940
773
Raleigh Street
25B 26A
P156-P154
Gravity
Clay
8
225
CLAY8
Poor
1940
774
Raleigh Street
26B
P155-P154
Gravity
Clay
8
300
CLAY8
Poor
1940
775
Palmetto Street
26B
P154-P153
Gravity
Clay
8
275
CLAY8
Poor
1940
776
ease off Raleigh St.
25B 26A
P156-P153
Gravity
Clay
8
298
CLAY8
Poor
1940
777
Palmetto Street
26A
P153-P152
Gravity
Clay
10
235
CLAY10
Poor
1940
778
Main Street
26A
P151-P152
Gravity
Clay
10
300
CLAY10
Poor
1940
779
East Main Street
26A
P151-P150
Gravity
Clay
12
250
CLAY12
Poor
1940
780
East Main Street
26A
P150-P78
Gravity
Clay
12
275
CLAY12
Poor
1940
781
East Main Street
26A
P77-P78
Gravity
Clay
12
275
CLAY12
Poor
1940
782
East Main Street
26A
P49-P77
Gravity
Clay
15
472
CLAY15
Poor
1940
783
N. Bridges Street
26A
P78-P79
Gravity
Clay
12
323
CLAY12
Poor
1940
784
N. Bridges Street
26A
P79-P80
Gravity
Clay
15
350
CLAY15
Poor
1940
165

( 11Y OF HAMLH __--- _ WASTEWATER ASSET MANAGEMENT PLAN
Se ment i
g
ID i
Number
Physical Locattgn
Map
Number
Between
Manholes #
Gravity or
Pressure
Line
I
Line
Material
Diameter
i
Le h
LineCode
Condition
Approx.
Year
Installed
785
ease Hendersonville to EM/FMR
26C
P532-P49
Gravity
PVC
8
438
PVC8
Good
786
ease Hendersonville to EM/FMR
26C
P532-P533
Gravity
PVC
8
566 1
PVC8
Good
787
Hendersonville Street
26C
P533 - end
Gravity
PVC
8
400
PVC8
Good
788
Hendersonville Street
26C
P534-P533
Gravity
PVC
8
200
PVC8
Good
739
ease off Hendersonville St.
26C
P534-end
Gravity
PVC
8
300
PVC8
Good
790
East Hamlet Avenue
26A
P64-P67
Gravity
Clay
8
366
CLAY8
Poor
1940
791
East Hamlet Avenue
26A
P67-1368
Gravity
Clay
8
275
CLAY8
Poor
1940
792
East Hamlet Avenue
26A
P64B-P64A
Gravity
Clay
8
63
CLAY8
Poor
1940
793
East Hamlet Avenue
26A
P64A-P64B
Gravity
Clay
8
38
CLAY8
Poor
1940
794
East Hamlet Avenue
26A
P64A-El
Gravity
Clay
8
150
CLAY8
Poor
1940
795
East Hamlet Avenue
26B
El-E4
Gravity
Clay
8
271
CLAY8
Poor
1940
796
East Hamlet Avenue
26B
E4-E6
Gravity
Clay
8
377
CLAY8
Poor
1940
797
Second Street
26A
E5-E4
Gravity
Clay
8
377
CLAY8
Poor
1940
798
Third Street
26C
E6-E7
Gravity
Clay
8
625
CLAY8
Poor
1940
799
S. Wilmington Street
26C
E7-E8
Gravity
Clay
8
577
CLAY8
Poor
1940
800
Fourth Street
26D
E8-E9
Gravity
Clay
8
332
CLAY8
Poor
1940
801
Fourth Street
26D
E9-E10
Gravity
Clay
8
367
CLAY8
Poor
1940
802
East Hamlet Avenue
26D
E10-E11
Gravity
Clay
8
275
CLAY8
Poor
1940
803
East Hamlet Avenue
26D
Ell-E12
Gravity
Clay
8
225
CLAY8
Poor
1940
804
East Hamlet Avenue
26D
E12-E13
Gravity
Clay
6
225
CLAY6
Poor
1940
805
Second Street
26B
E4-E15
Gravity
Clay
8
450
CLAY8
Poor
1940
806
Second Street
26B
E25-E15
Gravity
Clay
8
600
CLAY8
Poor
1940
807
Second Street
26B
E26-E25
Gravity
Clay
8
225
CLAY8
Poor
1940
808
Fayetteville Street
26B
E25-E27
Gravity
Clay
8
283
CLAY8
Poor
1940
809
Fayetteville Street
26B
E29-E27A
Gravity
Clay
8
348
CLAY8
Poor
1940
810
ease off Fayetteville Street
26B
E27-E27A
Gravity
Clay
8
126
CLAY8
Poor
1940
811
Fayetteville Street
26B
E29-E29A
Gravity
Clay
8
332
CLAY8
Poor
1940
812
Fourth Street
26B
E29-end
Gravity
Clay
8
250
CLAY8
Poor
1940
i.:

(II' 1 O I i 1 A N1 L E I' WASTEWATER ASSET MANAGEMENT PLAN
Segment
ID
Number
Map
Physical Location Number
Between
Ma #
Gravity or
Pressure
Line
Material
Diameter
Le h
U
In1
Approx.
Year
led
813
Fourth Street
26B
E29-end
Gravity
Clay
8
225
CLAY8
Poor
1940
814
Third Street
26B
E6-E14
Gravity
Clay
8
200
CLAY8
Poor
1940
815
Third Street
26B
E14-E16
Gravity
Clay
6
211
CLAY6
Poor
1940
816
Third Street
26B
E16-E24
Gravity
Clay
6
250
CLAY6
Poor
1940
817
Winston Salem Street
26B
E16-E15
Gravity
Clay
8
336
CLAY8
Poor
1940
818
Winston Salem Street
26B
E16-E17
Gravity
Clay
6
460
CLAY6
Poor
1940
819
Fourth Street
26B
E17-E30
Gravity
Clay
8
352
CLAY8
Poor
1940
820
Durham Street
26B
E30-E30
Gravity
Clay
8
150
CLAY8
Poor
1940
821
Winston Salem Street
26D
E18-E17
Gravity
Clay
8
500
CLAY8
Poor
1940
822
Fifth Street
26D
E18-E18
Gravity
Clay
8
91
CLAY8
Poor
1940
823
ease off Fifth Street
26D
E18-E19
Gravity
Clay
8
200
CLAY8
Poor
1940
824
Laurel Hill Street
26D
E23-E18
Gravity
Clay
8
319
CLAY8
Poor
1940
925
Laurel Hill Street
26D
E23-E32A
Gravity
Clay
8
253
CLAY8
Poor
1940
826
Laurel Hill Street
26D
E32A-E32B
Gravity
Clay
8
221
CLAY8
Poor
1940
827
ease Spring St. to E. Hamlet Av.
26A
P67-P69
Gravity
Clay
8
123
CLAY8
Poor
1940
828
Spring Street
26A
P69-P69
Gravity
Clay
8
123
CLAY8
Poor
1940
829
Church Street
26A
P71-P73
Gravity
Clay
8
297
CLAY8
Poor
1940
930
Church Street
26A
P73-P74
Gravity
Clay
8
327
CLAY8
Poor
1940
331
Veterans Drive
26A
P69-P74
Gravity
Clay
8
389
CLAY8
Poor
1940
832
Spring Street
26A
P69-P71
Gravity
Clay
8
383
CLAY8
Poor
1940
833
Spring Street
26A
P72-P71
Gravity
Clay
8
250
CLAY8
Poor
1940
834
Boyd Lake Road
26A 26B
P74-P75
Gravity
Clay
8
675
CLAY8
Poor
1940
835
ease of Boyd Lake Rd.
26B
P75-end
Gravity
Clay
8
150
CLAY8
Poor
1940
836
East Hamlet Avenue
26
P64-P64
Gravity
Clay
8
85
CLAY8
Poor
1940
837
ease Boyd Lake to E. Hamlet Av
26A
P64-1­2
Gravity
PVC
12
313
PVC12
Good
838
W. Hamlet Avenue
26A
P82-P92
Gravity
Clay
10
506
CLAY10
Poor
1940
939
W. Hamlet Avenue
26A
P92-P93
Gravity
Clay
10
441
CLAY10
Poor
1940
840
Raleigh Street
26A
P92-P102
Gravity
Clay
10
458
CLAY10
Poor
1940
167

CITY OF HAMLFT WASTEWATER ASSET MANAGEMENT PLAN
_--- _
Segment
ID
Number
r
Physical Location
Map
Number
--- — --
Between
Manholes#
- ------ -
Gravity -or
Pressure
Line
- — -
Line
Material
---
Diameter
--
Length
,LineCode
Condition
Approx.
Year
Installed
841
Spring Street
26A
P102-P106
Gravity
Clay
10
447
CLAY10
Poor
1940
842
Spring Street
26A
P103-P102
Gravity
Clay
10
500
CLAY10
Poor
1940
843
Raleigh Street
26A
P102-P102
Gravity
Clay
10
119
CLAY10
Poor
1940
844
Raleigh Street
26A
P105-12102B
Gravity
Clay
6
316
CLAY6
Poor
1940
845
W. Hamlet Avenue
19C 26A
P93-1394
Gravity
Clay
10
450
CLAY10
Poor
1940
846
High Street
19C
P94-P95
Gravity
Clay
8
200
CLAY8
Poor
1940
847
W. Hamlet Avenue
19C
1394-1396
Gravity
Clay
8
250
CLAY8
Poor
1940
848
ease off W. Hamlet Av.
19C
P96-P96
Gravity
Clay
8
125
CLAY8
Poor
1940
849
W. Hamlet Avenue
19C
P96-P98
Gravity
Clay
8
652
CLAY8
Poor
1940
850
W. Hamlet Avenue
18D 19C
P98-P101
Gravity
Clay
8
275
CLAY8
Poor
1940
851
Corning Street
18D 19C
P100-P98
Gravity
Clay
8
150
CLAY8
Poor
1940
852
Corning Street
19C
P98-P99
Gravity
Clay
8
150
CLAY8
Poor
1940
853
W. Hamlet Avenue
18D
W31-W27
Gravity
Clay
8
375
CLAY8
Poor
1940
854
King Street
18D 19C
W28-W27A
Gravity
Clay
8
437
CLAY8
Poor
1940
855
Spring Street
18D 19C
W29-W28
Gravity
Clay
8
400
CLAY8
Poor
1940
856
Spring Street
18D
W29-W30
Gravity
Clay
8
400
CLAY8
Poor
1940
857
Williams Street
18D
W33A
Gravity
Clay
8
480
CLAY8
Poor
1940
858
King Street
18D
W27 - W27A
Gravity
Clay
8
38
CLAY8
Poor
1940
859
Spring Street
19C 26A
P106-P108
Gravity
Clay
10
455
CLAY10
Poor
1940
860
Spring Street
19C
P108-13109
Gravity
Clay
8
454
CLAY8
Poor
1940
861
Spring Street
19C
13109-13110
Gravity
Clay
8
445
CLAY8
Poor
1940
862
High Street
19C
P108-end
Gravity
Clay
8
150
CLAY8
Poor
1940
863
High Street
19C
P108-end
Gravity
Clay
8
200
CLAY8
Poor
1940
864
Kent Street
19C
P109-P112
Gravity
Clay
8
219
CLAY8
Poor
1940
865
Wilmington Street
26A
P107-P106
Gravity
Clay
10
200
CLAY10
Poor
1940
866
Wilmington Street
19C 26A
P106-P119
Gravity
Clay
10
400
CLAY10
Poor
1940
867
Wilmington Street
19C
P120-P119
Gravity
Clay
10
380
CLAY10
Poor
1940
868
West Avenue
19C
P120-P121
Gravity
Clay
10
415
CLAY10
Poor
1940
168

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
grnent�—
D
Number
mb
j Physical Location
Map
Number
Between
Ma oles #
P120-P141
P141-P144
Gravity or
Pressure
Line
Gravity
Gravity
Line
I
Diameter
L h
--
Li -
nn
Approx.
Year
L
869
Wilmington Street
19C
19C
Clay
Clay
10
8
400
400
CLAY10
CLAY8
Poor
Poor
1940
1940
870
Wilmington Street
871
Pine Street
19C
P141-P142
Gravity
Clay
8
508 1
CLAY8
Poor
1940
872
Raleigh Street
19C
P143-P142
Gravity
Clay
6
275
CLAY6
Poor
1940
873
West Avenue
19C
P120-P122
Gravity
Clay
10
402
CLAY10
Poor
1940
874
West Avenue
19C
P122-P122A
Gravity
Clay
8
54
CLAY8
Poor
1940
875
High Street
19C
P122-P123
Gravity
Clay
8
250
CLAY8
Poor
1940
876
High Street
19C
P124-P123
Gravity
Clay.
8
150
CLAY8
Poor
1940
877
West Avenue
19C
P127-P122A
Gravity
PVC
8
675
PVC8
Good
1970
878
No Line This Segment
879
West Avenue
19C
P129-P128
Gravity
AC
8
386
AC8
Fair
1970
880
Pine Street
19C
P129-P129A
Gravity
Clay
8
184
CLAY8
Poor
1940
881
High Street
19C
P122A-end
Gravity
Clay
8
345
CLAY8
Poor
1940
882
Pine Street
19C
P146-P129C
Gravity
Clay
8
176
CLAY8
Poor
1940
883
High Street
19C
P147
Gravity
Clay
8
351
CLAY8
Poor
1940
884
Oakland Avenue
19C
P147-P144
Gravity
Clay
6
450
CLAY6
Poor
1940
885
ease Oakland to RR
19D
P144
Gravity
Clay
6
350
CLAY6
Poor
1940
886
Oakland Avenue
19C
P148-P147
Gravity
Clay
8
582
CLAY8
Poor
1940
887
Oakland Avenue
19C
P149-P148
Gravity
Clay
8
314
CLAY8
Poor
1940
888
Aberdeen Street
19C
P129A-P149
Gravity
AC
8
399
AC8
Fair
889
Pine Street
19C
P129-P129A
Gravity
Clay
8
56
CLAY8
Poor
1940
890
Pine Street
19C
P131-P129
Gravity
Clay
8
356
CLAY8
Poor
1940
891
Seaboard Street
19C
P132-P131
Gravity
AC
8
354
AC8
Fair
892
Seaboard Street
19C
P133-P132
Gravity
AC
8
250
AC8
Fair
893
Kent Street
19C
P112A-P112
Gravity
Clay
8
275
CLAY8
Poor
1940
894
Washington Avenue
19C
P113-P112
Gravity
Clay
8
254
CLAYS
Poor
1940
895
Spring Street
19C
P110-P111
Gravity
Clay
8
600
CLAY8
Poor
1940
896
Washington Avenue
19A
P115D-P114
Gravity
Clay
8
262
CLAY8
Poor
1940
169

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CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
Segment
ID
ber
1 Location
Map
Number
Between
Manholes #
Gravity or
Pressure
Line
Line
Material
Diameter
Length
cke
C ' 'on
Approx.
Year
installed
925
Page Street
19A
D45-D44
Gravity
PVC
10
256
PVC10
Good
926
Page Street
19A
D44-D43
Gravity
PVC
10
255
PVC10
Good
927
McKinley Avenue
19A
D43A-D42
Gravity
PVC
10
320
PVC10
Good
928
ease off McKinley Av.
19A
D43-D436
Gravity
PVC
8
110
PVC8
Good
929
ease off McKinley Av.
19A
D43-D56
Gravity
PVC
8
120
PVC8
Good
930
ease off McKinley to Apts.
19A
D43
Gravity
PVC
8
160
PVC8
Good
931
ease off McKinley to Apts.
19A
end
Gravity
PVC
6
780
PVC6
Good
932
Pee Dee Drive
19A
D56-D18
Gravity
PVC
8
166
PVC8
Good
933
Earl Franklin Drive
19A
D18-D19
Gravity
PVC
8
75
PVC8
Good
934
Pee Dee Drive
19A
D19-D17
Gravity
PVC
8
690
PVC8
Good
935
Pee Dee Drive
19B
D17-D16
Gravity
PVC
10
160
PVC10
Good
936
ease Page St. to BF Diggs Dr.
19A
D43A-D56
Gravity
PVC
10
220
PVC10
Good
937
ease Page St. to BF Diggs Dr.
19A
D56-D60
Gravity
PVC
10
229
PVC10
Good
938
BF Diggs Drive
19A
D60-D61
Gravity
PVC
10
159
PVC10
Good
939
BF Diggs Drive
19A
D61-D62
Gravity
PVC
10
276
PVC10
Good
940
BF Diggs Drive
19A
D62-D63
Gravity
PVC
10
87
PVC10
Good
941
BF Diggs Drive
19C
D63-D64
Gravity
PVC
10
310
PVC10
Good
942
Rose Street
12C 19A
D64-D65
Gravity
PVC
10
253
PVC10
Good
943
Daniels Street
12C 19A
D62-D68
Gravity
PVC
10
259
PVC10
Good
944
Rose Street
12C
D65-D66
Gravity
PVC
8
270
PVC8
Good
945
Daniels Street
12C
D68-D69
Gravity
PVC
8
270
PVC8
Good
946
Rose Street
12C
D66-D67
Gravity
PVC
8
270
PVC8
Good
947
Daniels Street
12C
D69-D70
Gravity
PVC
8
270
PVC8
Good
948
Earl Franklin Drive
12D 19B
D18-D19
Gravity
PVC
8
1739
PVC8
Good
949
Dobbins Street
12D
D71-D19A
Gravity
PVC
10
589
PVC10
Good
950
Earl Franklin Drive
12D
D19-D19A
Gravity
PVC
10
28
PVC10
Good
951
Earl Franklin Drive
12D
D72-D19
Gravity
PVC
10
252
PVC10
Good
952
Earl Franklin Drive
12D
D72-D21
Gravity
PVC
10
348
PVC10
Good
171

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
Segment
ID
Number
I
I Physical Location
Map
Number
Between
Manholes #
_.._
Gravity or
Pressure
Line
-
Line
Material_]
Diameter
Length
IineCade
Condition
Approx.
Year
Installed
953
_
Bo Bo Street
12D
D73-D72
Gravity
PVC
10
682
PVC10
Good
954
Earl Franklin Drive
12D
D21-D21A
Gravity
PVC
10
50
PVC10
Good
955
Earl Franklin Drive
12D
D21-D23
Gravity
PVC
10
260
PVC10
Good
956
Earl Franklin Drive
12D
D23-D24
Gravity
PVC
10
295
PVC10
Good
957
Earl Franklin Drive
12D
D24-D25
Gravity
PVC
10
481
PVC10
Good
958
Earl Franklin Drive
12B
D25-D26
Gravity
PVC
10
1067
PVC10
Good
959
Earl Franklin Drive
12B 13A
D26-D27
Gravity
PVC
10
264
PVC10
Good
960
ease Longwood to Pee Dee Dr.
19B
N1
Gravity
PVC
10
320
PVC10
Good
961
Madison Avenue
18C
W67-W66
Gravity
Clay
6
446
CLAY6
Poor
1940
962
Madison Avenue
18C
W66-W65
Gravity
Clay
6
451
CLAY6
Poor
1940
963
Maintenance Yard
26C
Gravity
PVC
2
290
PVC2
Poor
1960
965
ease E. Hamlet to EMS/FMR line
26A
P64
Gravity
Clay
16
18
CLAY16
Poor
1940
966
ease E. Hamlet to EMS/FMR line
26A
P64-P62
Gravity
Clay
16
275
CLAY16
Poor
1940
967
ease E. Hamlet to EMS/FMR line
26A
P59
Gravity
Clay
16
203
CLAY16
Poor
1940
969
ease E. Hamlet to EMS/FMR line
26A
P58-P59
Gravity
Clay
16
163
CLAY16
Poor
1940
971
ease E. Hamlet to EMS/FMR line
26A
P58-P56
Gravity
Clay
16
254
CLAY16
Poor
1940
972
ease E. Hamlet to EMS/FMR line
26A
P53
Gravity
Clay
16
159
CLAY16
Poor
1940
974
No Line This Segment
975
ease E. Hamlet to EMS/FMR line
26C P49A-P52
Gravity
Clay
16
230
CLAY16
Poor
1940
976
ease off E. Main Street
26C
P49-P49
Gravity
Clay
16
53
CLAY16
Poor
1940
977
East Hamlet Avenue
26A
P64-P64
Gravity
Clay
8
66
CLAYS
Poor
1940
978
No Line This Segment
979
No Line This Segment
980
No Line This Segment
981
No Line This Segment
982
No Line This Segment
983
No Line This Segment
984
ease E. Main St. to Freeman Mill
26C
P49-P47
Gravity
Clay
24
346
CLAY24
Poor
1940
172

CITY GIE HAMLET WAFIr
&ATER ASSET - MANA-GEMEW PLIX
Segment
ID
Number
I Physical Location
Map
Number i
Between
Ma
Gravity or
Pressure
Line
I
Clay
Diameter
Le,
359
CLAY24
Poor
Approx.
ed
1940
985
ease E. Main St. to Freeman Mill
ease E. Main St. to Freeman Mill
26C
P45
Gravity
24
987
26C
P45-P43
Gravity
Clay
24
385
CLAY24
Poor
1940
988
East Main Street
26C
P49
Gravity
Clay
15
110
CLAY15
Poor
1940
990
No Line This Segment
992
No Line This Segment
994
Oakhurst Avenue
26C
P237
Gravity
Clay
6
533
CLAY6
Poor
1940
996
Apex Street
19D
1-24-1-23
Gravity
PVC
8
348
PVC8
Good
997
Sycamore Street
19D 20C
1-23-1-39
Gravity
PVC
8
389
PVC8
Good
998
Raintree Road
19D
L24-L25
Gravity
PVC
8
109
PVC8
Good
999
Apex Street
19D 20C
L23-L22
Gravity
PVC
8
345
PVC8
Good
1000
ease sStubbs St. to E. Hamlet Av
20C
L22-L21
Gravity
PVC
8
248
PVC8
Good
1001
Raintree Road
19D
L25-1-26
Gravity
PVC
8
358
PVC8
Good
1002
ease off Raintree Road
19D
1-25-1-27
Gravity
PVC
8
290
PVC8
Good
1003
ease off Raintree Road
19D
L26-end
Gravity
PVC
8
300
PVC8
Good
1004
ease off Raintree Road
19D
L27-end
Gravity
PVC
8
257
PVC8
Good
1005
Stubbs Street
20C
L22-L29
Gravity
PVC
8
250
PVC8
Good
1006
Stubbs Street
20C
L29-L30
Gravity
PVC
8
255
PVC8
Good
1007
Manhattan Street
20C
L30-L31
Gravity
PVC
8
323
PVC8
Good
1008
Sycamore Street
20C
L31-L37
Gravity
PVC
8
398
PVC8
Good
1009
Boyd Lake Road
20C
L38-L37
Gravity
PVC
8
190
PVC8
Good
1010
Manhattan Street
19D
L33-L32
Gravity
PVC
8
301
PVC8
Good
1011
Raintree Road
19D
L32-1-32A
Gravity
PVC
8
150
PVC8
Good
1012
Wellington Street
19D
L33-L34
Gravity
PVC
8
427
PVC8
Good
1013
Wellington Street
19D
L35-1-33
Gravity
PVC
8
321
PVC8
Good
1014
Manhattan Street
19D 20C
L31-L32
Gravity
PVC
8
377
PVC8
Good
1015
ease to E. Hamlet Av.
20C
L20-L21
Gravity
PVC
8
84
PVC8
Good
1016
ease to E. Hamlet Av.
20C
L19-L20
Gravity
PVC
8
189
PVC8
Good
1017
ease to E. Hamlet Av.
20C
L18-L19
Gravity
PVC
8
358
PVC8
Good
173

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
Segment
ID
Number
Physical Location
Map
Number
Between
Manholes#
Gravity or
Pressure
Line
Line
Material
Diameter,
Length
L` a
Condition
Approx.
Year
Instal
1018
ease Boyd Lake to E. Hamlet Av
20C
1-17-1-18
Gravity
PVC
12
272
PVC12
Good
1019
ease Boyd Lake to E. Hamlet Av
19D 20C
1-16-1-17
Gravity
PVC
12
187
PVC12
Good
1020
ease Boyd Lake to E. Hamlet Av
19D
1-15-1-16
Gravity
PVC
12
276
PVC12
Good
1021
ease Boyd Lake to E. Hamlet Av
19D
1-14-1-15
Gravity
PVC
12
222
PVC12
Good
1022
ease Boyd Lake to E. Hamlet Av
19D
1-13-1-14
Gravity
PVC
12
185
PVC12
Good
1023
ease Boyd Lake to E. Hamlet Av
19D
1-13-1-12
Gravity
PVC
12
146
PVC12
Good
1024
ease Boyd Lake to E. Hamlet Av
19D
1.11-1-12
Gravity
PVC
12
238
PVC12
Good
1025
ease Boyd Lake to E. Hamlet Av
19D
L10-L11
Gravity
PVC
12
454
PVC12
Good
1026
ease Boyd Lake to E. Hamlet Av
19D 26B
1-9-1-10
Gravity
PVC
12
434
PVC12
Good
1027
ease Boyd Lake to E. Hamlet Av
26B
1-8-1-9
Gravity
PVC
12
189
PVC12
Good
1028
ease Boyd Lake to E. Hamlet Av
26B
1-7-1-8
Gravity
PVC
12
226
PVC12
Good
1029
ease Boyd Lake to E. Hamlet Av
26B
1-6-1-7
Gravity
PVC
12
320
PVC12
Good
1030
ease Boyd Lake to E. Hamlet Av
26B
L5-L6
Gravity
PVC
12
241
PVC12
Good
1031
ease Boyd Lake to E. Hamlet Av
26B
1-4-1-5
Gravity
PVC
12
473
PVC12
Good
1032
ease Boyd Lake to E. Hamlet Av
26B
1-3-1-4
Gravity
PVC
12
319
PVC12
Good
1033
ease Boyd Lake to E. Hamlet Av
26B
1-2-1-3
Gravity
PVC
12
290
PVC12
Good
1034
ease off Oakhurst Av.
26C
P47-13229
Gravity
Clay
24
317
CLAY24
Poor
1940
1035
Oakhurst Avenue
26A
P229-P230
Gravity
Clay
8
207
CLAY8
Poor
1940
1036
ease S. Bridges to Oakhurst Av
26A
P230-P231
Gravity
Clay
8
282
CLAY8
Poor
1940
1037
ease S. Bridges to Oakhurst Av
26A
P231-P232
Gravity
Clay
8
212
CLAY8
Poor
1940
1038
S. Bridges Street
26A
P232-P233
Gravity
Clay
8
212
CLAY8
Poor
1940
1039
ease off Spears Street
26C
P43-P43
Gravity
Clay
24
28
CLAY24
Poor
1940
1040
ease off Spears Street
26C
P234-P43
Gravity
Clay
24
309
CLAY24
Poor
1940
1041
Sunset Avenue
17D 24B
W216-W211
Gravity
PVC
8
330
PVC8
Good
1042
Sunset Avenue
24B
W217-W216
Gravity
PVC
8
315
PVC8
Good
1043
Sunset Avenue
24B
W218-W217
Gravity
PVC
8
252
PVC8
Good
1044
Sunset Avenue
24B
W218-W219
Gravity
PVC
8
231
PVC8
Good
1045
Battley Dairy Road
24B
W220-W219
Gravity
PVC
8
449
PVC8
Good
174

M. • _ : u ::-719�► ' -:- _ u : ►: a -�M_ :_♦
Segment j
ID I
Number
-- -- — -�
1046
Physical Location.
Map
Number
Between
oles #
W221-W220
Gravity or
Pressure
Line
Line
1.
Diameter
Le,
in C e
Co ition
Approx.
Year
Installed
--
Battley Dairy Road
— ---
24B
_ - -- --
Gravity
PVC
8
451
PVC8
Good
1047
Battley Dairy Road
24B
W222-W221
Gravity
PVC
8
416
PVC8
Good
1048
Battley Dairy Road
24B
W223-W219
Gravity
PVC
8
417 1
PVC8
Good
1049
Battley, Dairy Road
24B 25A
W223-W224
Gravity
PVC
8
400
PVC8
Good
1050
ease Greenfield to McLean ease
24D
P393-P413
Gravity
PVC
8
420
PVC8
Good
1051
ease Greenfield to McLean ease
24D
P414-P413
Gravity
PVC
8
271
PVC8
Good
1052
ease Greenfield to McLean ease
24D
P415-P414
Gravity
PVC
8
417
PVC8
Good
1053
ease off Dorsey Smith Road
24D
P416-P415
Gravity
PVC
8
329
PVC8
Good
1054
Dorsey Smith Road
24C
P417-P416
Gravity
PVC
8
393
PVC8
Good
1055
Dorsey Smith Road
24C
P417-P418
Gravity
PVC
8
292
PVC8
Good
1056
ease Dorsey to Cheraw Rd.
24C
P418-P430
Gravity
Clay
8
114
CLAY8
Poor
1940
1057
Cheraw Road
24C
P418-P428
Gravity
PVC
8
421
PVC8
Good
1058
Cheraw Road
24C 24D
P418-P419
Gravity
Clay
8
450
ClAY8
Poor
1940
1059
Cheraw Road
24D
P419-P420
Gravity
Clay
8
450
CLAY8
Poor
1940
1060
Cheraw Road
24D
P420-P421
Gravity
Clay
8
450
CLAY8
Poor
1940
1061
Cheraw Road
24D
P421-P422
Gravity
Clay
8
450
CLAY8
Poor
1940
1062
Cheraw Road
24D
P422-P423
Gravity
Clay
8
CLAY8
Poor
1940
1063
Cheraw Road
24B 24D
P423-P424
Gravity
Clay
8
r45
CLAY8
Poor
1940
1064
Cheraw Road
24B
P424-P425
Gravity
Clay
8
CLAY8
Poor
1940
1065
Cheraw Road
24B
P425-P426
Gravity
Clay
8
CLAY8
Poor
1940
1066
Cheraw Road
24B
P426-P310
Gravity
Clay
8
255
CLAY8
Poor
1940
1067
ease Dorsey to Greenfield
24D
P415-P456
Gravity
PVC
8
238
PVC8
Good
1068
ease Dorsey to Greenfield
24D
P457-P456
Gravity
PVC
8
120
PVC8
Good
1069
Greenfield Road
24D
P457-P458
Gravity
PVC
8
145
PVC8
Good
1070
Greenfield Road
24D
P457-P459
Gravity
PVC
8
249
PVC8
Good
1071
Greenfield Road
24C
P459-P460
Gravity
PVC
8
250
PVC8
Good
1072
Greenfield Road
24C 31B
P457-P461
Gravity
Clay
8
205
CLAY8
Poor
1940
1073
Greenfield Road
31B
P461-P462
Gravity
PVC
8
246
PVC8
Good
175

i
CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
Segment Gravity or 1 Approx.
ID Map Between Pressure Line Year
Number Physical Location Number Manholes # Line Material Diameter Length UnaCQOe Condition Installed
1 n7d Cheraw Rnari 24C P42R-P4A Gravity PVC R 233 PVC8 Good
1075
Cheraw Road
31B
S4-S1
Gravity
PVC
8
429
PVC8
Good
1076
Cheraw Road
31B
Si-S1
Gravity
PVC
8
57
PVC8
Good
1077
Cheraw Road
31B
S1-S1
Gravity
PVC
8
8
PVC8
Good
1078
ease Battley Dairy to Cheraw Rd
24C
P430-P431
Gravity
Clay
8
325
CLAY8
Poor
1940
1079
Susan Road
24C
P431-P442
Gravity
PVC
8
310
PVC8
Good
1080
ease Battley Dairy to Cheraw Rd
24C
P431-P431
Gravity
PVC
8
125
PVC8
Good
1081
ease Battley Dairy to Cheraw Rd
24C
P431-P433
Gravity
PVC
8
450
PVC8
Good
1082
ease Battley Dairy to Cheraw Rd
24C
P433-P434
Gravity
PVC
8
450
PVC8
Good
1083
ease Battley Dairy to Cheraw Rd
24C
P434-P435
Gravity
PVC
8
203
PVC8
Good
1084
ease Battley Dairy to Cheraw Rd
24C
P435-P436
Gravity
PVC
8
444
PVC8
Good
1085
Susan Road
24C
P442-P443
Gravity
PVC
8
310
PVC8
Good
1086
Susan Road
24C
P436
Gravity
PVC
8
240
PVC8
Good
1087
Susan Road
24A
P437
Gravity
PVC
8
240
PVC8
Good
1088
ease off Battley Dairy Rd.
24A
P437
Gravity
PVC
8
140
PVC8
Good
1089
Battley Dairy Road
24A
P437-P440
Gravity
PVC
8
296
PVC8
Good
1090
Battley Dairy Road
24A
P440-P441
Gravity
PVC
8
221
PVC8
Good
1091
Battley Dairy Road
24A
P437-P438
Gravity
PVC
8
354
PVC8
Good
1092
Battley Dairy Road
24A 24B
P438-P439
Gravity
PVC
8
359
PVC8
Good
1093
Susan Road
24C
P430-P430
Gravity
PVC
8
129
PVC8
Good
1094
Susan Road
24C
P430-P445
Gravity
PVC
8
250
PVC8
Good
1095
Susan Road
24C
P445-P446
Gravity
PVC
8
316
PVC8
Good
1096
Freeman Mill Road
24C
P446-P447
Gravity
PVC
8
434
PVC8
Good
1097
Freeman Mill Road
24C
P447-P448
Gravity
PVC
8
177
PVC8
Good
1098
Freeman Mill Road
24C
P448-P449
Gravity
PVC
8
89
PVC8
Good
1099
Ballard Street
24C
P449-P450
Gravity
PVC
8
269
PVC8
Good
1100
Ballard Street
24C
P450-P451
Gravity
PVC
8
204
PVC8
Good
1101
Ballard Street
24C
P451-P452
Gravity
PVC
8
216
PVC8
Good
176

Segment
ID
Number
Physical Location
Map
Number
Between
Manholes #
Gravity or
Pressure
Line
Line
Material
Diameter
I
Length I
LineCode
Condition
Approx.
Year
Installed
1102
Ballard Street
24C
13452-13453
Gravity
PVC
8
306
PVC8
Good
1103
Ballard Street
24C
P453-P454
Gravity
PVC
8
413
PVC8
Good
1104
Ballard Street
24C 23D
P454-P455
Gravity
PVC
8
468
PVC8
Good
1105
Cheraw Road
31A 23D
P477-P476
Gravity
Clay
8
300
CLAYS
Poor
1940
1106
Cheraw Road
30B
P478-P477
Gravity
Clay
8
380
CLAYS
Poor
1940
1107
Cheraw Road
30B
P479-P478
Gravity
Clay
8
220
CLAYS
Poor
1940
1108
junc ease Cheraw and FMR ease
31D
P468-P469
Gravity
Clay
8
355
CLAYS
Poor
1940
1109
junc ease Cheraw and FMR ease
31C
P486-P469
Gravity
Clay
8
130
CLAYS
Poor
1940
1110
powerline ease off FMR
31A
P486-P487
Gravity
Clay
8
450
CLAYS
Poor
1940
1111
powerline ease off FMR
31A
P487-P488
Gravity
Clay
8
394
CLAYS
Poor
1940
1112
ease off FM to powerline
31A
P488-P489
Gravity
Clay
8
376
CLAYS
Poor
1940
1113
ease off FM to powerline
31A
P489-P490
Gravity
Clay
8
381
CLAYS
Poor
1940
1114
Freeman Mill Road
31A
P490-P491
Gravity
Clay
8
333
CLAYS
Poor
1940
1115
Freeman Mill Road
31A
P491-P494
Gravity
Clay
8
446
CLAYS
Poor
1940
1116
Freeman Mill Road
31A
P494-13495
Gravity
Clay
8
291
CLAYS
Poor
1940
1117
Freeman Mill Road
31A
P495-P496
Gravity
Clay
8
356
CLAYS
Poor
1940
1118
Greenfield Road
31B
P491-P492
Gravity
Clay
8
425
CLAYS
Poor
1940
1119
Greenfield Road
31B
P492-P493
Gravity
Clay
8
321
CLAYS
Poor
1940
1120
ease off Cheraw Road
31B
P475-13476
Gravity
Clay
8
287
CLAYS
Poor
1940
1121
ease off Cheraw Road
31B
P475-P474
Gravity
Clay
8
250
CLAYS
Poor
1940
1122
ease off Cheraw Road
31B
P474-P473
Gravity
Clay
8
268
CLAYS
Poor
1940
1123
ease off Cheraw Road
31B
P473-13472
Gravity
Clay
8
354
CLAYS
Poor
1940
1124
ease off Cheraw Road
31B
P472-P471
Gravity
Clay
8
208
CLAYS
Poor
1940
1125
ease Cheraw Rd. to RR/Industry
30B
P481-13480
Gravity
Clay
8
400
CLAYS
Poor
1940
1126
ease Cheraw Rd. to RR/Industry
30B
P481-13482
Gravity
Clay
8
400
CLAYS
Poor
1940
1127
ease Cheraw Rd. to RR/Industry
30B
P482-13483
Gravity
Clay
8
400
CLAYS
Poor
1940
P1128��
ease Cheraw Rd. to RR/Industry
30B
P483-P484
Gravity
Clay
8
400
CLAYS
Poor
1940
129
ease Cheraw Rd. to RR/Industry
31A 30B
P484-13485
Gravity
Clay
8
400
CLAYS
Poor
1940
177

CITY OF HAMLET
WASTEWATER ASSET MANAGEMENT
PLAN
Segment I
Gravity or
Approx.
ID i
Map Between
Pressure
Line
Year
Number Ph sisal Loca#ion
Number Manholes #
Line
Material
Diameter 1 Length LineCode Condition Installed
9 7 all
mm n+ vrnnri Gin Mill Rnarl
'kI n
PaCiR-PAF,7 I
Gmvifv
Clav
R 1
217
CLAYS
Poor
1940
1131
ease at xroad Gin Mill Road
31D
P465-P466
Gravity
Clay
8
299
CLAYS
Poor
1940
1132
Freeman Mill Road
31D
P464-13465
Gravity
Clay
8
318
CLAYS
Poor
1940
1133
Cochran Street
13A
D30-D31
Gravity
PVC
8
530
PVC8
Good
1134
Gibbons Street
13A
D29-D30
Gravity
PVC
8
895
PVC8
Good
1135
Gibbons Street
13A
• D28-D29
Gravity
PVC
8
410
PVC8
Good
1136
NC 177
13A
D27-D28
Gravity
PVC
10
2055
PVC10
Good
1137
Quail Hollow Drive
18B
W110-W111
Gravity
Clay
8
619
CLAYS
Poor
1940
1138
Circlewood Drive
18B
W109-W110
Gravity
Clay
8
171
CLAYS
Poor
1940
1139
ease Circlewood to Charlotte
18B
W18A-W109
Gravity
Clay
8
839
CLAYS
Poor
1940
1140
Dennis Street
25C
P282-P572
Gravity
Clay
8
405
CLAYS
Poor
1940
1141
Rice Street
25C
P282
Gravity
Clay
8
338
CLAYS
Poor
1940
1142
Walnut Avenue
24B
P310-13306
Gravity
Clay
8
375
CLAYS
Poor
1940
1143
Walnut Avenue
24B
P306-P301A
Gravity
Clay
8
231
CLAYS
Poor
1940
1144
Walnut Avenue
24B 25C
P300-P301
Gravity
Clay
8
450
CLAYS
Poor
1940
1145
Walnut Avenue
25C
P296-P300
Gravity
Clay
8
446
CLAYS
Poor
1940
1146
Walnut Avenue
25C
P294-P296
Gravity
Clay
8
445
CLAYS
Poor
1940
1147
Horseshoe Drive
12D
D24-D24A
Gravity
PVC
10
71
PVC10
Good
1148
Horseshoe Drive
12D
D24-D75
Gravity
PVC
8
245
PVC8
Good
1149
Horseshoe Drive
12D
075-D76
Gravity
PVC
8
350
PVC8
Good
1150
Laurel Hill Street
26D 27A
E32C-E32
Gravity
Clay
8
400
CLAYS
Poor
1940
1151
Laurel Hill Street
27C
E32-E33A
Gravity
Clay
8
249
CLAY8
Poor
1940
1154
ease Cheraw Rd. to Industry
31A 30B
P480
Gravity
Clay
8
273
CLAY8
Poor
1940
1155
ease Cheraw Rd. to Industry
31A
P476A-end
Gravity
Clay
8
127
CLAYS
Poor
1940
1158
acc road on Freeman Mill Rd.
31D
P467-P476A
Gravity
Clay
8
406
CLAY8
Poor
1940
1159
in Mil Road
31D
P466A-P466
Gravity
Clay
8
195
CLAYS
Poor
1940
1160
ease off Cheraw/Industry ease
31A
P476A-end
Gravity
Clay
8
188
CLAY8
Poor
1940
1161
ease Charlotte to E Main ease
331C
P470A-P471
Gravity
Clay
8
366
CLAYS
Poor
1940
178

CM OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
Segment
ID
Number
r
I
Physical Location
Map
Number
Between
Manholes#
Gravity or
Pressure
Line
Line
Material_
Diameter
h
Lin
Condition,,
Approx.
Year
.1
1162
ease Charlotte to E Main ease
31C
P470A-P470
Gravity
Clay
8
200
CLAYS
Poor
1940
1163
Laurel Hill Street
26D
E32C-E32B
Gravity
Clay
8
8
138
CLAYS
Poor
1940
1164
Laurel Hill Street
27C
E33-E33A
Gravity
Clay
303
CLAYS
Poor
1940
1165
Fayetteville Street
26B
E27-E27A
Gravity
Clay
8
78
CLAYS
Poor
1940
1166
Raleigh Street
26B
P102-P102A
Gravity
Clay
8
120
CLAYS
Poor
1940
1167
Raleigh Street
26A
P102A-P102B
Gravity
Clay
6
120
CLAY6
Poor
1940
1168
Washington Avenue
19C
P114-P113
Gravity
Clay
8
200
CLAYS
Poor
1940
1169
Washington Avenue
19C
P115D-P133
Gravity
Clay
8
259
CLAYS
Poor
1940
1170
Washington Avenue
19C
P115-P133
Gravity
Clay
8
385
CLAYS
Poor
1940
1171
Washington Avenue
19C
P115-P115
Gravity
Clay
6
22
CLAY6
Poor
1940
1172
No Line This Segment
1173
ease W. Hamlet Av. To PS2
18B
W20-W19A
Gravity
PVC
8
153
PVC8
Good
1174
ease W. Hamlet Av. To PS2
18D
W20A-W21
Gravity
PVC
8
236
PVC8
Good
1175
ease W. Hamlet Av. To PS2
18D
W22A-W35
Gravity
PVC
8
214
PVC8
Good
1176
ease W. Hamlet Av. To PS2
18D
W35-W21
Gravity
PVC
8
152
PVC8
Good
1177
ease W. Hamlet Av. To PS2
18D
W21-W21A
Gravity
PVC
8
92
PVC8
Good
1178
ease W. Hamlet Av. To PS2
18D
W21A-W35A
Gravity
PVC
8
12
PVC8
Good
1179
ease off Jefferson St.
18A
W72-W73
Gravity
PVC
8
194
PVC8
Good
1180
ease off Jefferson St.
18A
W70-W71A
Gravity
PVC
8
234
PVC8
Good
1181
Walnut Avenue
24B
P306-P306B
Gravity
Clay
8
78
CLAYS
Poor
1940
1182
Walnut Avenue
24B
P301-P301A
Gravity
Clay
8
219
CLAYS
Poor
1940
1183
Hawthorne Avenue
24B
P302-P301
Gravity
PVC
8
208
PVC8
Good
1184
Horseshoe Drive
12D
D76-D77
Gravity
PVC
8
190
PVC8
Good
1185
Morrow Street
12C
D2-6-D2-7
Gravity
PVC
8
425
PVC8
Good
1186
Ware Street
12C
D2-2-D2-1
Gravity
PVC
8
390
PVC8
Good
1187
Morrow Street
12C
D81-D80
Gravity
PVC
8
318
PVC8
Good
1188
No Line This Segment
0
190
1189
Leroy David lane
12B
D3-7A-D3-10
Gravity
PVC
8
268
PVC8
Good
179

C 111 OF I IAl I L L'1' WASTEWATER ASSET MANAGEMENT PLAN
Segment
ID
Number
Physical Location
Map
Number
Between
Manholes #
Gravity or
Pressure
Line
Line
Material
Diameter
Length
LineCode
Condition
Approx.
Year
Installed
1190
1191
_ _
Horseshoe Drive
12B
D3-11-D3-13
Gravity
PVC _
8
23D
PVC8
Good
Wall Street
12B
D3-3-D3-6
Gravity
PVC
8
34D
PVC8
Good
1192
Wall Street
12B
D3-3-ARM
Gravity
PVC
8
203
PVC8
Good
1193
ease Chestnut to E Main ease
31C
P469-P469A
Gravity
Clay
8
328
CLAY8
Poor
1940
1194
ease Chestnut to E Main ease
31C
P469A-P470
Gravity
Clay
8
38D
CLAY8
Poor
1940
1195
Pine Street
19C
P129B-P129C
Gravity
Clay
8
176
CLAY8
Poor
1940
1196
Pine Street
19C
P129A-P129B
Gravity
Clay
8
349
CLAY8
Poor
1940
1197
Dobbins Street
12D
D19-D19
Gravity
Clay
10
57
CLAY10
Poor
1940
1198
Horseshoe Drive
12B
D3-14-D3-15
Gravity
PVC
8
375
PVC8
Good
1199
Patton Street Ext.
12B
D3-17-D-3-17A
Gravity
PVC
8
411
PVC8
Good
1200
Patton Street Ext.
12B
D-3-17A
Gravity
PVC
8
285
PVC8
Good
1201
Patton Street Ext.
12B
D3-15-D3-16
Gravity
PVC
8
183
PVC8
Good
1202
Channie McManus Drive
12C 19A
D85-D86
Gravity
PVC
8
321
PVC8
Good
1203
Goodwin Avenue
12C
D91-D93
Gravity
PVC
8
349
PVC8
Good
1204
Daniels Street
19A
D62-D63
Gravity
PVC
10
43
PVC10
Good
1205
Daniels Street
19A
D83-D62
Gravity
PVC
10
369
PVC10
Good
1206
Bethel Churc Road
12D
D19-D88
Gravity
PVC
8
416
PVC8
Good
1207
Rose Street
19
D64-D82
Gravity
PVC
10
400
PVC10
Good
1208
Juanita Avenue
18A
W107-W106
Gravity
Clay
8
250
CLAY8
Poor
1940
1209
Juanita Avenue
18A
W94-W105
Gravity
Clay
8
449
CLAY8
Poor
1940
1210
Rollins Avenue
18C
W85-W85A
Gravity
Clay
8
200
CLAY8
Poor
1940
1211
Rollins Avenue
18C
W84-W85
Gravity
Clay
8
456
CLAY8
Poor
1940
1212
Rollins Avenue
18C
W83-end
Gravity
Clay
8
365
CLAY8
Poor
1940
1213
Woodlawn Avenue
18A18C
W99-W98
Gravity
Clay
8
431
CLAY8
Poor
1940
1214
Woodlawn Avenue
18C
W99-W100
Gravity
Clay
8
449
CLAY8
Poor
1940
1215
Madison Avenue
18C
W102-W101
Gravity
Clay
8
300
CLAY8
Poor
1940
1216
Terry Street
18A
W90-W89
Gravity
Clay
8
402
CLAY8
Poor
1940
1217
Terry Street
18C
W87-W89
Gravity
Clay
8
401
CLAY8
I Poor
1940
W181

l 11 % ()I I 1-A %I 11"I WASTEWATER ASSET MANAGEMENT PLAN
Segment j
ID
Number
Physical Location
Map
I--
Between
W87-W82
Gravity or
Pressure
Line
Gravity
Line
Clay
Dia : er
,
Lin
Cn
Approx.
Year
In& ..
--
1218
—#
Terry Street
18C
8
401
CLAYS
Poor
1940
1219
Jefferson Street
18A
W73A-W74
Gravity
Clay
6
173
CLAY6
Poor
1940
1220
Hylan Avenue
18C
W79-W81
Gravity
Clay
8
380
CLAYS
Poor
1940
1221
ease of Daniels Street
12A
D3-4-D3-5
Gravity
PVC
8
390
PVC8
Good
1222
Daniels Street
12A 12B
D3-3-D3-4
Gravity
PVC
8
247
PVC8
Good
1223
Horseshoe Drive
12B
D3-6-D3-7
Gravity
PVC
8
154
PVC8
Good
1224
Wall Street to PS3
12A
D3-1-D3-1
Gravity
PVC
8
34
PVC8
Good
1225
Wall Street to PS3
12A
D3-2-D3-1
Gravity
PVC
8
147
PVC8
Good
1226
Wall Street to PS3
12A
D3-2-ARM
Gravity
PVC
8
177
PVC8
Good
1227
Horseshoe Drive
12B
D3-13-D3-14
Gravity
PVC
8
340
PVC8
Good
1228
Horseshoe Drive
12B
D3-11-D3-11A
Gravity
PVC
8
103
PVC8
Good
1229
Leroy David lane
12B
D3-10-D3-11
Gravity
PVC
8
259
PVC8
Good
1230
Wall Street
12B
D3-8-D3-7
Gravity
PVC
8
159
PVC8
Good
1231
Leroy David lane
12B
D3-7-D3-7
Gravity
PVC
8
37
PVC8
Good
1232
Wall Street
12B
D77-D3-8
Gravity
PVC
8
198
PVC8
Good
1233
Daniels Street
12C
D95-D94
Gravity
PVC
8
239
PVC8
Good
1234
Daniels Street
12C
D93-D94
Gravity
PVC
8
209
PVC8
Good
1235
Channie McManus Drive
12D
D91-D92
Gravity
PVC
8
338
PVC8
Good
1236
Channie McManus Drive
12C
D88-D87
Gravity
PVC
8
325
PVC8
Good
1237
Channie McManus Drive
12C
D86-D87
Gravity
PVC
8
317
PVC8
Good
1238
Channie McManus Drive
12D
D88-D90
Gravity
PVC
8
129
PVC8
Good
1239
Channie McManus Drive
12D
D90-D91
Gravity
PVC
8
314
PVC8
Good
1240
Goodwin Avenue
12C
D2-3-D2-4
Gravity
PVC
8
357
PVC8
Good
1241
Goodwin Avenue
12C
D2-2-D2-3
Gravity
PVC
8
359
PVC8
Good
1242
Ware Street to PS4
12C
D2-1-D2-1
Gravity
PVC
8
49
PVC8
Good
1243
Morrow Street
12C
D2-5-D2-4
Gravity
PVC
8
225
PVC8
Good
1244
Morrow Street
12C
D2-4-D2-6
Gravity
PVC
8
399
PVC8
Good
1245
BF Diggs Drive
12C 19
D64-D78
Gravity
PVC
10
350
PVC10
Good
181

CT1Y OF HAMLET _ _ WASTEWATER ASSET MANAGEMENT PLAN
Segment
ID
Number
Physical Location_
Map j
Number
Between
an #
Gravity or
Pressure
Line
Line
Material
i
Diameter
Len h
LineCode
Condition
Approx.
Year
Installed
1246
Morrow Street
12C
D79-D78
Gravity
PVC
8
285
PVC8
Good
1247
Morrow Street
12C
D80-D79
Gravity
PVC
8
232
PVC8
Good
1248
McCarthur Avenue I
33A
P562-P520
Gravity
PVC
8
142
PVC8
Good
1249
Terry Street
18A
MH128 - M90
Gravity
PVC
8
322
PVC8
Good
1250
ease off Charlotte St. 18B W33 - W70
Gravity
Clay
8
140
CLAYS
Poor
1940
1252
Marlboro Street
18C
W45-P211
Gravity
Clay
8
272
CLAYS
Poor
1940
1253
Taylor Avenue
19B
D15-D102
Gravity
Clay
8
151
CLAYS
Poor
1940
1254
Taylor Avenue
19B
D101-D102
Gravity
Clay
8
101
CLAYS
Poor
1940
1255
Taylor Avenue
19B
D102-D33
Gravity
Clay
8
379
CLAYS
Poor
1940
1256
Pine Street
19C
P146-P141
Gravity
Clay
8
405
CLAYS
Poor
1940
1257
WWTP 36A PI-C38
Gravity
PVC
12
41
PVC12
Good
1258
Spring St. under RR
26A
103-72
Gravity
Cast Iron
8
148
CI8
Fair
1259
STP / MHP1-Bar Screen
36A
P1- screen
Gravity
AC
24
189
AC24
Fair
1260
STP to C39
36A
STP-C39
Gravity
CI
24
218
CI24
Good
1261
MHC39 - Discharge Point
36A
C39 - Discharge
Gravity
CI
24
330
CI24
Good
1262
ease Signal St. -Oak Avenue
24A 24B
W328-W209
Gravity
PVC
8
374
PVC8
Good
1-263
ease Axle Ln. -Trestle St.
24A
W329-W330
Gravity
PVC
8
211
PVC8
Good
1264
ease Axle Ln. - Trestle St.
24B
W330-W331
Gravity
PVC
8
216
PVC8
Good
1265
Trestle Street
24B
W331-W332
Gravity
PVC
8
254
PVC8
Good
1.266
Trestle Street
24B
W332-W333
Gravity
PVC
8
390
PVC8
Good
1267
Trestle Street
24B
W333-W335
Gravity
PVC
8
227
PVC8
Good
1268
Whistle Street
24B
W335-W336
Gravity
PVC
8
360
PVC8
Good
1269
Whistle St. to Ann Avenue
24B
W336-W217
Gravity
PVC
8
382
PVC8
Good
1270
Switch Road - Whistle Street
24B
W334-W335
Gravity
PVC
8
137
PVC8
Good
1271
W end Signal - Switch Road
24B
W325-W327
Gravity
PVC
8
381
PVC8
Good
1272
Switch Road - Signal Street
24B
W326-W327
Gravity
PVC
8
494
PVC8
Good
1273
Switch Road
24B
W327-W328
Gravity
PVC
8
215
PVC8
Good
1301
PS2 Highland Pines
10C 17A
61-B49A
Pressure
PVC
4
3656
PVC4
Poor
182

WASTEWATER ASSET MANAGEMENT PLAN
Segment
ID
Number
_sicai , ;. 'on
_.,,.w
Map
Number
Between
Manholes #
Gravity or
Pressure
; ,; -. , Line
Line
Material
Diameter
8
Le
11784
Lin G e, ,,
PVC8
-'
20d.4220.
Good
Approx.
Year
..meta ed
1302
PS1 Walls Trailer Park
1OD-26A
PS2-+81
Pressure
PVC
PVC
1303
PS 6 Wall Street
12A12612D
ends MH D77
Pressure
4 1375
PVC4
Poor
1304
PS5 Ware Street
12C
132-1 D81
Pressure
PVC
2
2156
PVC2
Poor
1305
PS3 Hamlet Middle
17C 17D
J2 - P323
Pressure
Cast Iron
4
2092
CI4
Fair
1306
PS4 Highway 177N
19B
ends MH D17
Pressure
PVC
2
380
PVC2
Poor
1307
PS7 Highway 177S
31A 24C
PS - MH51
Pressure
PVC
2
500
PVC2
Poor
1308
PS9 Walls TP to Rockingham
31A
PS9(2) to Wal
Mart
Pressure
PVC
8
7673
PVC8
Good
1309
PS9 Industrial Drive
38A
PS end of line
Pressure
PVC
12
709
PVC12
Good
1350
Industry Drive
36A 37B
end line-C8
Gravity
PVC
12
3766
PVC12
Good
1351
Sportsman Drive
37B
Cl-C2
Gravity
PVC
12
136
PVC12
Good
1352
Development Drive
37B 37A
C2-C3
Gravity
PVC
12
720
PVC12
Good
1353
Development Drive
37A
C3-C4
Gravity
PVC
12
90
PVC12
Good
1354
Development Drive
37A
C4-05
Gravity
PVC
12
400
PVC12
Good
1355
Development Drive
37A
C5-C6
Gravity
PVC
12
318
PVC12
Good
1356
Development Drive
37A
C6-C7
Gravity
PVC
12
179
PVC12
Good
1357
Development - Industry Dr.
37A
C3-C8
Gravity
PVC
12
401
PVC12
Good
1358
ease Industry Dr. - US74 BP
37C
C8-C9
Gravity
PVC
12
387
PVC12
Good
1359
ease Industry Dr. - U574 BP
37C
C9-C10
Gravity
PVC
12
395
PVC12
Good
1360
ease Industry Dr. - US74 BP
37C
C10-C11
Gravity
PVC
12
397
PVC12
Good
1361
ease Industry Dr. - U574 BP
37C
C11-C12
Gravity
PVC
12
398
PVC12
Good
1362
ease Industry Dr. - US74 BP
37C
C12-C13
Gravity
PVC
12
221
PVC12
Good
1363
ease Industry Dr. - US74 BP
37C
C13-C14
Gravity
PVC
12
267
PVC12
Good
1364
ease Industry Dr. - US74 BP
37C
C14-C15
Gravity
PVC
12
212
PVC12
Good
1365
ease Industry Dr. - US74 BP
37C
C15-C16
Gravity
PVC
12
238
PVC12
Good
1366
ease Industry Dr. - US74 BP
37C
C16-C17
Gravity
PVC
12
80
PVC12
Good
1367
ease Industry Dr. - US74 BP
37C
C17-C18
Gravity
PVC
12
50
PVC12
Good
1368
ease Industry Dr. - US74 BP
37C
C18-C19
Gravity
PVC
12
139
PVC12
Good
1369
ease Industry Dr. - US74 BP
37A 36D
C19-C20
Gravity
PVC
12
311
PVC12
Good
183

C'111OFHAN4LI:r -- _- - ___ ___ _-----_-- WASTEWATER ASSET MANAGEMENT PLAN
Segment
ID
Number
Physical Location
Map
Number
Between
Manholes #
Gravity or
Pressure
Line
Line
Material
Diameter.
Length
LineCode
I
Condition
Approx.
Year
Installed
1370
ease industry Dr. - US74 BP
36D
C20-C21
Gravity
PVC _
12
261
PVC12
Good
1371
ease Industry Dr. - US74 BP
_
36D
C21-C22
Gravity
PVC
12
300
PVC12
Good
1372
ease Industry Dr. - US74 BP
36D
C22-C23
Gravity
PVC
12
296
PVC12
Good
1373
ease Industry Dr. - US74 BP
36D
C23-C24
Gravity
PVC
12
281
PVC12
Good
1374
ease Industry Dr. - US74 BP
36D
C24-C25
Gravity
PVC
12
166
PVC12
Good
1375
ease Industry Dr. - US74 BP
36D
C25-C26
Gravity
PVC
12
367
PVC12
Good
1376
ease Industry Dr. - US74 BP
36D
C26-C27
Gravity
PVC
12
270
PVC12
Good
1377
ease Industry Dr. - US74 BP
36D
C27-C28
Gravity
PVC
12
185
PVC12
Good
1378
ease Industry Dr. - US74 BP
36D
C28-C29
Gravity
PVC
12
312
PVC12
Good
1379
ease Industry Dr. - US74 BP
36D
C29-C30
Gravity
PVC
12
244
PVC12
Good
1380
ease Industry Dr. - US74 BP
36D
C30-C31
Gravity
PVC
12
311
PVC12
Good
1381
ease Industry Dr. - US74 BP
36D
C31-C32
Gravity
PVC
12
223
PVC12
Good
1382
ease acc US74 BP
36C
C32-C33
Gravity
PVC
12
312
PVC12
Good
1383
ease 74BP to WWTP
36A 36C
C33-C34
Gravity
PVC
12
399
PVC12
Good
1384
j ease 74BP to WWTP
36A
C34-C35
Gravity
PVC
12
188
PVC12
Good
1385
ease 74BP to WWTP
36A
C35-C36
Gravity
PVC
12
201
PVC12
Good
1386
ease 74BP to WWTP
36A
C36-C37
Gravity
PVC
12
44
PVC12
Good
1387
ease 74BP to WWTP
36A
C37-08
Gravity
PVC
12
296
PVC12
Good
184

APPENDIX C: MANHOLE INVENTORY
Count
Manhole
ID #
Location
Map #
Type
Condition
1
P1 I
ease Freeman Mill Rd. to WWTP 36A
ease Freeman Mill Rd. to WWTP 36A
Precast
Good
2
P2
Precast
Good
3
P3
ease Freeman Mill Rd. to WWTP 36A
Precast
Good
4
P4
ease Freeman Mill Rd. to WWTP 36B
Precast
Good
5
P5
ease Freeman Mill Rd. to WWTP
36B
Precast
Good
6
P6
ease Freeman Mill Rd. to WWTP
36B
Precast
Good
7
P7
ease Freeman Mill Rd. to WWTP
36B
Precast
Good
8
P8
ease Freeman Mill Rd. to WWTP
36B
Precast
Good
9
P10
ease Freeman Mill Rd. to WWTP
31D
Precast
Good
10
P9
ease Freeman Mill Rd. to WWTP
31D 36B
Precast
Good
11
P11
ease Freeman Mill Rd. to WWTP
31D
Precast
Good
12
P12
ease E. Main St. to Freeman Mill
31D
Precast
Good
13
P13
ease E. Main St. to Freeman Mill
31D
Precast
Good
14
P463
ease E. Main St. to Freeman Mill
31D
Precast
Good
15
P464
ease E. Main St. to Freeman Mill
31D
Precast
Good
16
P14
ease E. Main St. to Freeman Mill
31D
Precast
Good
17
P15
ease E. Main St. to Freeman Mill
31D
Precast
Good
18
P16
ease E. Main St. to Freeman Mill
31D
Precast
Good
19
P17
ease E. Main St. to Freeman Mill
31D 32A
Precast
Good
20
P19
ease E. Main St. to Freeman Mill
31D 32A
Precast
Good
21
P374
ease E. Main St. to Freeman Mill
32A
Precast
Good
22
P18
ease E. Main St. to Freeman Mill
32C 32A
Precast
Good
23
P375
ease off Gin Mill Road
32A
Precast
Good
24
P376
ease off Gin Mill Road
32A
Precast
Good
25
P20
ease E. Main St. to Freeman Mill
32A
Precast
Good
26
P21
ease E. Main St. to Freeman Mill
32A
Precast
Good
27
P22
ease E. Main St. to Freeman Mill
32A
Precast
Good
28
P23
ease E. Main St. to Freeman Mill
32A
Precast
Good
29
P24
ease E. Main St. to Freeman Mill
32A
Precast
Good
30
P25
ease E. Main St. to Freeman Mill
32A
Precast
Good
31
P354
ease Freeman Mill to Rice Street
32A
Precast
Good
32
P26
ease E. Main St. to Freeman Mill
32A
Precast
Good
33
P27
ease E. Main St. to Freeman Mill
32B
Precast
Good
34
P28
ease E. Main St. to Freeman Mill
32B
Precast
Good
P347
ease off Reid Avenue
32B
Precast
Good
36
P29
ease E. Main St. to Freeman Mill
32B
Precast
Good
37
T3935
P30
ease E. Main St. to Freeman Mill
32B
Precast
Good
38
P31
ease E. Main St. to Freeman Mill
32A
Precast
Good
P32
ease E. Main St. to Freeman Mill
32B
Precast
Good
185

0-110111ANILFL WASTEWATER ASSET MANAGEMENT PLAN
Count
Manhole
ID #
Location
Map #
Type
Condition
40
P497
ease E. Main St. to Freeman Mill
32B
Precast
Good
41
P336
King Drive
32B
Precast
Good
42
P33
ease E. Main St. to Freeman Mill
32B
Precast
Good
43
P34
ease E. Main 5t. to Freeman Mill
32B
Precast
Good
44
P336
Ellen Drive
25D
Brick
Poor
45
P35
ease E. Main St. to Freeman Mill
25D
Precast
Good
46
P36
ease E. Main St. to Freeman Mill
25D
Precast
Good
47
P329
ease E. Main St. to Freeman Mill
25D
Precast
Good
48
P37
ease E. Main St. to Freeman Mill
25D
Precast
Good
49
P38
ease E. Main St. to Freeman Mill
25D
Precast
Good
50
P39
ease E. Main St. to Freeman Mill
26C
Precast
Good
51
P40
ease E. Main St. to Freeman Mill
26C
Precast
Good
52
P41
ease E. Main St. to Freeman Mill
26C
Precast
Good
53
P42
ease E. Main St. to Freeman Mill
26C
Precast
Good
54
P234A
ease off Spears Street
26C
Precast
Good
55
P43
ease E. Main St. to Freeman Mill
26C
Precast
Good
56
P43A
ease E. Main St. to Freeman Mill
26C
Precast
Good
57
P532
ease Hendersonville to E Main line
26C
Precast
Good
58
P49
ease E. Main St. to Freeman Mill
26C
Precast
Good
59
P64D
East Hamlet Avenue
26A
Brick
Poor
60
P64C
East Hamlet Avenue
26A
Brick
Poor
61
P64B
East Hamlet Avenue
26A
Brick
Poor
62
P64A
East Hamlet Avenue
26A
Brick
Poor
63
P64
East Hamlet Avenue
26A
Brick
Poor
64
P67
East Hamlet Avenue
26A
Brick
Poor
65
P69
Spring Street
26A
Brick
Poor
66
P68
East Hamlet Avenue
26A
Brick
Poor
67
P69A
Spring Street
26A
Brick
Poor
68
L2
ease Boyd Lake to E Hamlet Av.
26A
Precast
Good
69
P72
Spring Street
26A
Brick
Poor
70
P71
Spring Street / N. Bridges
26A
Brick
Poor
71
P73
Church Street
26A
Brick
Poor
72
P74
Veterans Drive
26A
Brick
Poor
73
P75
Boyd Lake Road
26B
Brick
Poor
74
P511
Crestwood Ln. / Oakdale Av.
33A 33C
Precast
Good
75
P512
Crestwood Lane
33A 33C
Precast
Good
76
P513
Wesley Av. /Crestwood Ln.
33A 33C
Precast
Good
77
P515
Crestwood Lane
33A 33C
Precast
Good
78
P514
Wesley Avenue
33A
Precast
Good
79
P565
Louis Breeden Blvd.
33A
Precast
Good
80
P507
Forest Lane
33A
Precast
Good
186

I! a . Fill
Count
Manhole
ID #
Location
m4p #
Type
Condition
81
P508
Forest Lane
33A
Precast
Good
82
P509
Oakdale Av. / Forest Ln.
33A
Precast I
Good
83
P510
Forest Lane
33A
Precast
Good
84
P564
Louis Breeden Blvd.
33A
Precast
Good
85
P506
easement Willow / Forest
33A
Precast
Good
86
P502
Willow Lane
33A
Precast
Good
87
P503
Willow Lane
33A
Precast
Good
88
P504
Willow Lane
33A
Precast
Good
89
P505
Willow Lane
33A
Precast
Good
90
P563
Louis Breeden Blvd.
33A
Precast
Good
91
P559
Louis Breeden / McCarthur St.
33A
Precast
Good
92
P559A
McCarthur Street
33A
Precast
Good
93
P560
McCarthur Street
33A
Precast
Good
94
P562
McCarthur Street
33A
Precast
Good
95
P518
McCarthur Street
33A
Precast
Good
96
P519
McCarthur Street
33A
Precast
Good
97
P520
McCarthur Street
33A
Precast
Good
98
556A
Edward Street
33A
Precast
Good
99
P556
Edward Street
33A
Precast
Good
100
P557
Edward Street
33A
Precast
Good
101
P523
Edward Street
33A
Precast
Good
102
P524
Edward Street
33A
Precast
Good
103
P521
Edward St. / Hendersonville Rd.
33A
Precast
Good
104
P522
Hendersonville Rd.
33A
Precast
Good
10S
PS41
Hendersonville / Deering St.
33A
Precast
Good
106
P542
Deering Street
33A
Precast
Good
107
P546
Deering Street
33A
Precast
Good
108
P545
Deering Street
33A
Precast
Good
109
PS47
Deering St. / Parker St.
33A
Precast
Good
110
539A
ease Deering - Hendersonville
33A
Precast
Good
111
539E
Hendersonville St.
33A 26C
Precast
Good
112
P544
ease Deering - Hendersonville
33A
Precast
Good
113
P548
Parker Street
33A
Precast
Good
114
P554
Louis Breeden Blvd.
33A
Precast
Good
115
P554A
Louis Breeden / Deering
33A
Precast
Good
116
P550
Parker Street
26C
Precast
Good
117
P553
Old Bennetsville Rd.
33A
Precast
Good
118
P570
Louis Breeden Blvd.
26C 33A
Precast
Good
119
P538
Hendersonville St.
26C
Precast
Good
120
P549
Parker Street
26C
Precast
Good
121
P552
I Old Bennetsville Rd.
26C
Precast
Good
187

CFPY OF HAMLET _ WASTEWATER ASSET MANAGEMENT PLAN
Count
Manhole
ID #
Location
Map #
Type
Condition
122
P569
Louis Breeden Blvd.
26C
Precast
Good
123
P537
Hendersonville St.
26C
Block
Good
124
P536
Hendersonville St.
26C
Block
Good
125
P535
Hendersonville St.
26C
Block
Good
126
P551
Old Bennetsville Rd.
26C
Block
Good
127
P566
ease Louis Breeden/Old Bennetsville
26C
Brick
Poor
128
P567A
ease Louis Breeden/Old Bennetsville
26C
Brick
Poor
129
P567
Louis Breeden Blvd.
26C
Brick
Poor
130
P534
Hendersonville St.
26C
Block
Good
131
P533
Hendersonville St.
26C
Block
Good
132
P498
ease E. Main St. to Freeman Mill
32B
Precast
Good
133
P499
ease E. Main St. to Freeman Mill
32B
Precast
Good
134
PS16
Hendersonvile Street
33A
Precast
Good
135
P500
Deering St. to Parker St.
33A
Precast
Good
136
P501
Deering St. to Parker St.
33A
Precast
Good
137
P525
ease off Hendersonville
32B
Precast
Good
138
P526
ease off Hendersonville
32B
Precast
Good
139
PS17
Hendersonville St.
33A
Precast
Good
140
P517A
ease off Hendersonville
33A
Precast
Good
141
P528
ease off Hendersonville
33A 32B
Precast
Good
142
P529
ease off Hendersonville
33A 32B
Precast
Good
143
P528A
ease off Hendersonville
32B
Precast
Good
144
P531
ease off Hendersonville
33A
Precast
Good
145
P379
junc lines 184,185, 187
31B
Precast
Good
146
P379A
ease off Tar Heel St.
31B
Precast
Good
147
P380
ease to Rice St.
31B
Precast
Good
148
P378
RR / ease to Rice St.
31B
Block
Good
149
P377
Btw RR / Gin Mill Rd.
31B
Precast
Good
150
P384
ease to Rice St.
31B
Precast
Good
151
P383
ease to Rice St.
31B
Precast
Good
152
P382
ease to Rice St.
31B
Precast
Good
153
P381
ease to Rice St.
31B
Precast
Good
154
P385
ease to Rice St.
31B
Precast
Good
155
P386
off Rice St.
31B
Precast
Good
156
P392
off Rice St.
24D
Precast
Good
157
P387
Rice Street
31B
Precast
Good
158
P388
Rice Street
24D
Precast
Good
159
P389
Rice Street
24D
Precast
Good
160
P370
Rice Street
25C
Precast
Good
161
P391
Rice Street
25C
Precast
Good
162
P390
Rice Street
2SC
Precast
Good

CI FY OF iIANT1.Fr
WASTEWATER ASSETMANAGEMENTPLAN
Manhole
4r� 1 p# Location
Map #
Type
Condition
163 P395 McLean Street
24D
Precast
Good
164
P394
ease from McLean St. to Rice St.
24D
Precast
1
Good
')Ar)
Praract
Good
lo3
166
r37J
P403
ca�c n vu i —
Lakeview
24D
Precast
Good
P397
Lakeview/ McLean St.
24D
Precast
Good
68
P396
McLean Street
24D
Precast
Good
P11676907
P398
McLean Street
24D
Precast
Good
P399
McLean Street
24D
Precast
Good
171
P400
McLean Street
25C
Precast
Good
172
P400A
McLean Street
25C
Precast
Good
173
P404
end of Cherry St.
24D
Precast
Good
174
P409
ease Cherry to Hawthorne
24D
Precast
Good
175
P405
Cherry Street
24D
Precast
Good
176
P406
Cherry Street
24D
Precast
Good
177
P408
Pine Hill Avenue
24D
Precast
Good
178
P407
Cherry Street
24D
Precast
Good
179
P410
Hawthorne Street
24D
Precast
Good
180
P411
Hawthorne Street
24D
Precast
Good
181
P302
Hawthorne Street
24D
Precast
Good
182
P302A
Hawthorne Street
24D
Precast
Good
183
P299
Maple Avenue
25A
Block
Good
184
P298
Cherry St. / Maple Av.
25A
Block
Good
185
P297
Locust Street
25C
Block
Good
186
P402
McLean Street
25C
Block
Good
187
P372
Rosedale Avenue
25C
Block
Good
188
P371
Rosedale Avenue
25C
Block
Good
189
P295
Austin Street
25C
Block
Good
190
P373
Rosedale Avenue
25C
Block
Good
191
P369
Rice Street
25C
Precast
Good
192
P368
Rice Street
25C
Precast
Good
193
P365
ease Rice to Emain/FMR lint
25C
Precast
Good
194
P364
ease Rice to Emain/FMR line
25C
Precast
Good
195
P363
ease Rice to Emain/FMR line
25C
Precast
Good
196
P362
ease Rice to Emain/FMR line
25C
Precast
Good
197
P361
j ease Rice to Emain/FMR line
25C
Precast
Good
198
P360
ease Rice to Emain/FMR line
25C
Precast
Good
199
P359
ease Rice to Emain/FMR line
25C
Precast
Good
200
P358
ease Rice to Emain/FMR line
25C
Precast
Good
201
P357
ease from Rice Street
32A
Precast
Good
202
P356
ease from Rice Street
32A
Precast
Good
203
P355
ease from Rice Street
32A
Precast
Good
189

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
Count
Manhole
ID #
Location
Map #
Type
Condition
204
P348
ease off Reid Avenue
32B
Precast
Good
205
P349
ease off Reid Avenue
32B
Precast
Good
206
P350
Reid Av. / Gin Mill Rd.
32B
Precast
Good
207
P352
off Gin Mill Rd.
32B
Precast
Good
208
P351
Gin Mill Road
25D
Precast
Good
209
P353
Gin Mill Road
25D
Precast
Good
210
P340
Meadow Drive
32B
Precast
Good
211
P343
Herman Street
25D
Precast
Good
212
P345
Herman Street
25D
Precast
Good
213
P346
Herman Street
25D
Precast
Good
214
P337
King Drive
32B
Precast
Good
215
P337A
King Drive
32B
Precast
Good
216
P339
off Louis Lane
32B
Precast
Good
217
P341
Marks Creek Road
25D
Precast
Good
218
P333
Herman St. / LaGrand St.
25D
Precast
Good
219
P332
ease LaGrand to E Main/FMR ease
25D
Block
Good
220
P328
ease LaGrand to E Main/FMR ease
25D
Block
Good
221
P334
Herman Street
25D
Block
Good
222
P334A
Herman Street
25D
Block
Good
223
P330
ease LaGrand to E Main/FMR ease
25D
Block
Good
224
P331
ease LaGrand to E Main/FMR ease
25D
Block
Good
225
P328A
Buttercup Drive
25D
Precast
Good
226
P327
Buttercup Drive
25D
Precast
Good
227
P335
ease off LaGrand St.
25D
Precast
Good
228
P326
Buttercup Drive
25D
Precast
Good
229
P253
LaGrand Street
25D
Precast
Good
230
P244
ease W. Columbia Avenue
25D
Precast
Good
231
P325
Buttercup Drive
25D
Precast
Good
232
P252
Thomas Street
25D
Precast
Good
233
P246
ease W. Columbia /Thomas St.
25D
Precast
Good
234
P243
W. Columbia Avenue
25D
Precast
Good
235
P240
Buttercup Drive
25D
Precast
Good
236
P240A
acc Buttercup Drive
25D
Precast
Good
237
P254
Lackey Street
25D
Precast
Good
238
P255
S. Bridges St.
25D
Precast
Good
239
P247
S. Bridges St.
25D
Precast
Good
240
P245
off Thomas St.
25D
Precast
Good
241
P241
off Buttercup Dr.
25D
Precast
Good
242
P239
ease off Buttercup Dr.
25D
Precast
Good
243
P236
Spears St.
26C
Precast
Good
244
P237
I ease off Spears Street
26C
Precast
Good
190

CITY OF RAbILET _ WASTEWATER ASSET MANAGEMENT PLAN
Count
Manhole
ID #
Location
Map #
Type
Condition
245
P248
S. Bridges St. W
25D
Precast
Good
246
P238
off S. Bridges St.
25D
Precast
Good
247
P77
Main Street
26A
Precast
Good
248
P151
Main Street
26A
Brick
Poor
249
P150
Main Street
26A
Brick
Poor
250
P78
ease Main to N. Bridges St.
26A
Brick
Poor
251
P79
N. Bridges St.
26A
Brick
Poor
252
P80
N. Bridges St.
26A
Brick
Poor
253
P83
Front Street
26A
Brick
Poor
254
P82a
Front Street
26A
Brick
Poor
255
P82
E. Hamlet Av. To Front St.
26A
Brick
Poor
2S6
P81
N. Bridges to E. Hamlet Av.
26A
Brick
Poor
257
P103
Spring Street
26A
Brick
Poor
258
E1
E. Hamlet Avenue
26A
Brick
Poor
259
E5
Louis Breeden Blvd. to Second St.
26A
Brick
Poor
260
E4
E. Hamlet Avenue
26B
Brick
Poor
261
E6
E. Hamlet Avenue
26D
Brick
Poor
262
E14
Third Street
26B
Brick
Poor
263
E16
Third to Winston Salem St.
26B
Brick
Poor
264
E7
Third to S. Wilmington St.
26D
Brick
Poor
265
E8
Third to E. Hamlet Av.
26D
Brick
Poor
266
E9
Fourth Street
26D
Brick
Poor
2G7
E10
Fourth to E. Hamlet Av.
2GD
Brick
Poor
268
E11
E. Hamlet Avenue
26D
Brick
Poor
269
E12
E. hamlet Av. To Fifth St.
26D
Brick
Poor
270
E13
E. Hamlet Avenue
26D
Brick
Poor
271
E23
Laurel Hill Street
26D
Brick
Poor
272
E18
Laurel Hill to Fifth St.
26D
Brick
Poor
273
E18A
Fifth St. to Winston Salem St.
26D
Brick
Poor
274
E19
ease off end Winston Salem St.
26D
Brick
Poor
275
E24
Third Street
26B
Brick
Poor
276
E17
Fourth St. to Winston Salem St.
26D
Brick
Poor
277
E30
Fourth St. to Durham St.
26D
Brick
Poor
278
E30A
Durham Street
26B
Brick
Poor
279
E27A
Fayetteville Street
26B
Brick
Poor
280
E26
Second Street
26B
Brick
Poor
281
E25
Second Street
26B
Brick
Poor
282
E27
off Fayetteville Street
26B
Brick
Poor
283
E29
Fayetteville St. to Fourth St.
26B
Brick
Poor
284
E29A
ease off fayetteville St.
26B
Brick
Poor
285
E15
Second Street
26B
Brick
Poor
191

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
".-manhole,
Location
Map #
Type
Condition
286
E32A
Laurel Hill Street
26D
Brick
Poor
287
E32C
Laurel Hill Street
26D
Brick
Poor
288
D5
Shepherd Street
19D
Precast
Good
289
D3A
ease to E. Hamlet Av.
19D
Precast
Good
290
D3
Boyd Lake Road
19D
Precast
Good
291
D2
Boyd Lake Road
19D
Precast
Good
292
D1
Boyd Lake Road
19D
Precast
Good
293
D9
ease to E. Hamlet Av.
19D
Precast
Good
294
D8
ease to E. Hamlet Av.
19D
Precast
Good
295
D7
ease to E. Hamlet Av.
19D
Precast
Good
296
D6
ease to E. Hamlet Av.
19D
Precast
Good
297
P145
ease off end of Oakland Av.
19D
Precast
Good
298
D11
ease to E. Hamlet from Campbell
19D
Precast
Good
299
D10
ease to E. Hamlet from Campbell
19D
Precast
Good
300
D35
ease off Whitlock St.
19C
Precast
Good
301
D13
Whitlock St.
19C
Precast
Good
302
D32
Taylor Avenue
19D
Precast
Good
303
D12
Campbell Avenue
19D
Precast
Good
304
D14
King Street
19B
Precast
Good
305
D33
Taylor Avenue
19B
Precast
Good
306
D34
ease of Taylor Avenue
19B
Precast
Good
307
P138
King Street
19A
Precast
Good
308
P139
Oakland Avenue
19C
Precast
Good
309
D37
ease bet Whitlock / King
19C
Precast
Good
310
D37A
ease bet Whitlock / King
19C
Precast
Good
311
D36
ease bet Whitlock / King
19A
Precast
Good
312
P134
King Street
19C
Precast
Good
313
P136
King Street
19C
Precast
Good
314
P133
Seaboard Street
19C
Brick
Poor
315
P133A
Washington St.
19C
Brick
Poor
316
P133B
Washington St.
19C
Brick
Poor
317
P132
Monroe Av. / Seaboard St.
19C
Brick
Poor
318
P131
Pine St. / Seaboard St.
19C
Brick
Poor
319
P129
Pine Street
19C
Brick
Poor
320
P129A
Pine Street
19C
Brick
Poor
321
P129B
Pine Street
19C
Brick
Poor
322
P129C
Pine Street
19C
Brick
Poor
323
P129D
Pine Street
19C
Brick
Poor
324
P128
West Avenue
19C
Brick
Poor
325
P127
West Avenue
19C
Brick
Poor
326
P149
Aberdeen St. /Oakland Av.
19C
Brick
Poor
192

YY • � Y_ C _ ll.i-�i LL _ � -
Court
Manhole
IR
LocationMap
Oakland Avenue
# i
Type 1 Condition
327
P148
19C i Brick Poor
328
P122
West Avenue
19C
Brick
Poor
329
P146
Pine Street
19C
Brick
Poor
330
P147
Oakland Avenue
19C
Brick
Poor
331
P120
Wilmington St. / West Av.
19C
Brick
Poor
332
P141
Wilmington Street
end of Wilmington St.
19C
Brick
Poor
333
P144
19C
Brick
Poor
334
P105
Raleigh Street
26A
Brick
Poor
335
P121
West Avenue
19C
Brick
Poor
336
P143
Raleigh Street
19C
Brick
Poor
337
P142
Raleigh Street
19C
Brick
Poor
338
P155
Raleigh Street
26A
Brick
Poor
339
P84
Raleigh St. / Charlotte St.
26A
Brick
Poor
340
P85
Raleigh St.
26A
Brick
Poor
341
P92
W. Hamlet Av. / Raleigh St.
26A
Brick
Poor
342
P102
Spring St. / Raleigh St.
26A
Brick
Poor
343
P87
Wilmington Street
26A
Brick
Poor
344
P93
W. Hamlet Av. / Wilmington St.
26A
Brick
Poor
345
P107
Wilmington Street
26A
Brick
Poor
346
P106
Wilmington St. / Spring St.
26A
Brick
Poor
347
P94
Washington St.
19C
Brick
Poor
348
P95
W. Hamlet Av. / High St.
19C
Brick
Poor
349
P108
High Street / Spring Street
19C
Brick
Poor
350
P124
High Street
19C
Brick
Poor
351
P122
West Avenue
19C
Brick
Poor
352
122A
West Avenue
19C
Brick
Poor
353
P123
High Street
19C
Brick
Poor
354
P119
Wilmington Street
19C
Brick
Poor
355
P89
High Street
19C
Brick
Poor
356
P88
High St. / Charlotte St.
26A
Brick
Poor
357
P86
Wilmington Street
26A
Brick
Poor
358
P90
Charlotte Street
18D
Brick
Poor
359
P96
W. Hamlet Avenue
19C
Brick
Poor
360
P96A
off W. Hamlet Av.
19C
Brick
Poor
361
P109
Spring Street
19C
Brick
Poor
362
P112A
Kent Street
19C
Brick
Poor
363
P112A
Kent Street
19C
Brick
Poor
364
P91
Charlotte Street
18D
Brick
Poor
365
W26
Charlotte Street
18D
Brick
Poor
366
W26A
Charlotte Street
18D
Brick
Poor
367
1 P100
Corning Street
18D
Brick
Poor
193

• 4_U :-: Y. - - - -� -� - ago U3
Count
Manhole
ID #
Loca_tion
j
Map #
Type
Condition
368
P98
W. Hamlet Avenue
19C
Brick
Poor
369
P99
Corning Street
19C
Brick
Poor
370
W25
Charlotte Street
18D
Brick
Poor
371
P101
W. Hamlet Avenue
18D
Brick
Poor
372
Pilo
Spring Street
19C
Brick
Poor
373
P111
Spring Street
19C
Brick
Poor
374
W23
Charlotte Street
18D
Brick
Poor
375
W24
Charlotte Street
18D
Brick
Poor
376
W31
W. Hamlet Avenue
18D
Brick
Poor
377
W29
Spring Street
18D
Brick
Poor
378
W28
King Street
19C
Brick
Poor
379
P118
Washington St.
19A
Brick
Poor
380
P117
Washington St.
19A
Brick
Poor
381
P135
Monroe Avenue
19A
Brick
Poor
382
P137
Pine Street
19A
Brick
Poor
383
W33A
W. Hamlet Avenue
18B
Brick
Poor
384
W32A
W. Hamlet Avenue
18D
Brick
Poor
385
W33B
Spring Street
18B
Brick
Poor
386
W30
Spring Street
18B
Brick
Poor
387
W20
ease W. Hamlet Av. / PS2
18B
Precast
Good
388
W33
Charlotte Street
18B
Precast
Good
389
W68
ease Jefferson / W. Hamlet Av.
18B
Precast
Good
390
W19B
ease W. Hamlet Av. / PS2
18B
Precast
Good
391
W19C
ease W. Hamlet Av. / PS2
18B
Precast
Good
392
W18
ease W. Hamlet Av. / PS2
18B
Precast
Good
393
W71
ease Jefferson / W. Hamlet Av.
18B
Precast
Good
394
W71A
ease Jefferson / W. Hamlet Av.
18B
Precast
Good
395
W70
ease Jefferson / W. Hamlet Av.
18B
Precast
Good
396
W17
ease W. Hamlet Av. PS2
19B
Precast
Good
397
W17A
ease W. Hamlet Av. / P52
18B
Precast
Good
398
W112
W. Hamlet Avenue
18B
Precast
Good
399
W15
ease W. Hamlet Av. / P52
18A
Precast
Good
400
W16
ease W. Hamlet Av. / PS2
18A
Precast
Good
401
W13
ease W. Hamlet Av. / PS2
18A
Precast
Good
402
W14
ease W. Hamlet Av. / P52
18A
Precast
Good
403
W113
W. Hamlet Avenue
18B
Precast
Good
404
W115
W. Hamlet Avenue
18A
Precast
Good
405
W114
W. Hamlet Avenue
18A
Precast
Good
406
W115A
Circlewood Drive
18A
Precast
Good
407
W119
Circlewood Drive
18B
Precast
Good
408
W121
Circlewood Drive
18B
Precast
Good
194

CITYOFIIVMLF.T __--_--__------__-----------_.-__-_- WASTEWATER ASSET MANAGEMENT PLAN
Count
Manhole
ID #
Location
Map #
Type
Condition
409
W122
Circlewood Drive
18B
Precast
Good
410
W123
Circlewood Drive
18B
Precast
Good
411
W124
Circlewood Drive
18B
Precast
Good
412
W109A
Circlewood Drive
18B
Precast
Good
413
W117
W. Hamlet Avenue
18A
Precast
Good
414
W116
W. Hamlet Avenue
18A
Precast
Good
415
W118
W. Hamlet Avenue
11C
Precast
Good
416
W150
W. Hamlet Avenue
11C
Precast
Good
417
W149
W. Hamlet Avenue
11C
Precast
Good
418
W151
Richmond Comm College
11C
Precast
Good
419
W148
W. Hamlet Avenue
11C
Precast
Good
420
W152
Richmond Comm College
11C
Precast
Good
421
W153
Richmond Comm College
11C
Precast
Good
422
W154
Richmond Comm College
11C
Precast
Good
423
W7
ease W. Hamlet Av. / PS2
11C
Precast
Good
424
W147
ease off W. Hamlet Avenue
11C
Precast
Good
425
W8
ease W. Hamlet Av. / PS2
11C
Precast
Good
426
W9
ease W. Hamlet Av. / PS2
18A
Precast
Good
427
W10
ease W. Hamlet Av. / PS2
18A
Precast
Good
428
W11
ease W. Hamlet Av. / PS2
18A
Precast
Good
429
W131
ease to WHA / PS2 line
18A
Precast
Good
430
W132
ease to WHA/ PS2 line
18A
Precast
Good
431
W12
ease to WHA / PS2 line
18A
Precast
Good
432
W139
Pinecrest Drive
18A
Precast
Good
433
W138
Pinecrest Drive
18A
Precast
Good
434
W134
ease to WHA / PS2 line
18A
Precast
Good
435
W133
ease to WHA / PS2 line
18A
Precast
Good
436
W137
Stacy Avenue
18A
Block
Good
437
W136
off Stacy Avenue
18A
Block
Good
438
W135
Stacy Avenue
18A
Block
Good
439
W140
Adelle Avenue
18A
Block
Good
440
W141
Adelle Avenue
18A
Block
Good
441
W141A
Wallace Street
18A
Block
Good
442
W142
Adelle Avenue
18A
Block
Good
443
W91
Adelle Avenue
18A
Block
Good
444
W92
Boyette Street
18A
Block
Good
445
W144
Stacy Avenue
18A
Block
Good
446
W144A
Wallace Street
18A
Block
Good
447
W145
Stacy Avenue
18A
Block
Good
448
W93
Boyette Street
18A
Block
Good
449
W90
Terry Street
18A
Block
Good
195

y• �• u i� Y u•►• u Y
Count
Manhole
ID #
Location
Map #
Type
Condition
450
W129
Jefferson Street
18A
Block
Good
451
W128
Jefferson Street
18A
Precast
Good
4S2
W127
ease off Jefferson St.
12A
Precast
Good
453
W73A
Jefferson Street
18A
Precast
Good
454
W73C
off Jefferson Street
18A
Precast
Good
455
W126
ease Jefferson to PS2 line
18A
Precast
Good
456
W72
ease off Jefferson St.
18A 18B
Precast
Good
457
W74
Jefferson Street
18A 18B
Precast
Good
458
W73
Jefferson Street
18A
Precast
Good
459
W74A
ease off Jefferson St.
18A
Precast
Good
460
W75
Minturn Avenue
18C
Brick
Poor
461
W308
Henry St. / Jefferson St.
18D
Brick
Poor
462
W308A
Henry Street
18D
Brick
Poor
463
W76
Minturn Avenue
18C
Brick
Poor
464
W307
Minturn Avenue
18C
Brick
Poor
465
W62
Jefferson St. / Madison Av.
18D
Brick
Poor
466
W64
McDonald Avenue
18D
Brick
Poor
467
W63
McDonald Avenue
18D
Brick
Poor
468
W40
Minturn Av. / Clay St.
18D
Brick
Poor
469
W39
Jefferson St. / Clay St.
18D
Brick
Poor
470
W38
ease Jefferson to WHA P52
18D
Brick
Poor
471
W60
Jefferson St. / Marlboro St.
18D
Brick
Poor
472
W36
ease Clay Street to WHA
18D
Brick
Poor
473
W22A
ease Jefferson to WHA
18D
Brick
Poor
474
W22B
ease Jefferson to WHA
18D
Brick
Poor
475
W32
W. Hamlet Avenue
18D
Brick
Poor
476
W22C
ease Jefferson St. to P52
18D
Brick
Poor
477
W60A
Jefferson Street
18D
Brick
Poor
478
P164
off Jefferson Street
18D
Brick
Poor
479
P163
Jefferson Street
18D
Brick
Poor
480
P162
Rice St. / Jefferson St.
25B
Brick
Poor
481
P160
Rice Street
25B
Brick
Poor
482
P161
off Rice Street
25B
Brick
Poor
483
P181
Between Minturn and Jefferson
25B
Brick
Poor
484
P180
Jefferson Street
25B
Brick
Poor
485
P179
Jefferson Street
25B
Brick
Poor
486
P159
Vance Street
25B
Brick
Poor
487
P158
Main Street
25B
Brick
Poor
488
P157
Main St. / Raleigh St.
25B
Brick
Poor
489
P156
Raleigh Street
25B
Brick
Poor
490
P154
Raleigh Street
26A
Brick
Poor
196

t-M M 11.iN1Lfj WASTEWATER ASSET MANAGEMENT PLAN
— - --
Manhole
Count ID # Location Ma # Type Condition
491 P1 S3 Palmetto Avenue 26A Brick Poor
492
P152
Main Street
26A
Brick
Poor
493
P175
Lackey St. / McDonald Av.
25B
Brick
Poor
494
P175A
Lackey Street
25B
Brick
Poor
495
P152A
McDonald Avenue
26A
Brick
Poor
496
P193
Oak/Champlain
25B
Brick
Poor
497
P193A
Champlain Street
25B
Brick
Poor
498
P195
Champlain Street
25B
Brick
Poor
499
P177
McDonald Av. / Champlain St.
25B
Brick
Poor
500
P183
Main Street
25B
Brick
Poor
501
P182
Main Street
25B
Brick
Poor
502
P184
Henderson Street
25B
Brick
Poor
503
P185
Henderson St. / McDonald Av.
25B
Brick
Poor
504
P186
Henderson Street
25B
Brick
Poor
505
P178
Main St. / Champlain St.
25B
Brick
Poor
506
P197
Oak / Henderson St.
25B
Brick
Poor
507
P196
Champlain Street
25B
Brick
Poor
508
P192
Oak / Lackey St.
25B
Brick
Poor
509
P217
Champlain St. / Myrtle Av.
25B
Brick
Poor
510
P215
Myrtle Avenue
25B
Brick
Poor
511
P214
Myrtle Av. / Lackey St.
25B
Brick
Poor
512
P249A
Spears Street
25B
Brick
Poor
513
P249
Spears St. /Alley Street
25B
Brick
Poor
514
P216
W. Columbia Avenue
25D
Brick
Poor
515
P276
Lackey Street
25D
Brick
Poor
S16
P277
Lackey Street
2SD
Brick
Poor
517
P251
Alley Street
25D
Brick
Poor
518
P275
off Lackey Street
25D
Brick
Poor
519
P273
Lackey Street
25D
Brick
Poor
520
P273A
off Lackey Street
25D
Brick
Poor
521
P278
Wilson Street
25D
Block
Good
522
P257
Dungeon Street
25D
Block
Good
523
P258
Dungeon Street
25D
Block
Good
524
P256
off Dungeon Street
25D
Block
Good
525
P261
North Carolina Avenue
25C
Block
Good
526
P262
end North Carolina Avenue
25C
Block
Good
527
P260
ease off North Carolina Av.
25D
Block
Good
528
P259
Dungeon Street
25D
Block
Good
529
P282
Dennis Street
25C
Block
Good
530
282A
Dennis Street
25C
Block
Good
531
P281
Rice St. / Wilson Av.
25A
Block
Good
197

Count
Manhole
ID #
Location
Map #
Type
Condition
532
P279
Wilson Av. / Henderson St.
25D
Block
Good
533
P228
Henderson Street
25D
Block
Good
534
P280
Henderson Street
25C
Block
Good
535
P263
North Carolina Avenue
25C
Block
Good
536
P367
Rice Street
25C
Block
Good
537
P366
Rice Street
25C
Block
Good
538
P293
Poplar Avenue
25C
Block
Good
539
P264
N. Carolina Av. / Austin St.
25C
Block
Good
540
P265
Austin St. / Dodwood Lane
25A
Block
Good
541
P283
Austin Street
25A
Block
Good
542
P284
Austin Street
25A
Block
Good
543
P285
Beech Street
25A
Block
Good
544
P287
Locust St. / Beech St.
25A
Block
Good
545
P286
Austin St. / Wilson Av.
25A
Block
Good
546
P290
McKinnon St. / Richmond
25A
Block
Good
547
P227
Richmond Avenue
25A
Block
Good
548
P226
Richmond Avenue
25A
Block
Good
549
P225
Austin / W. Columbia Av.
25A
Block
Good
550
P222
Scotland Avenue
25A
Block
Good
551
P220
Austin Street
25A
Block
Good
552
P220A
Austin St. /Myrtle Avenue
25A
Block
Good
553
P198
Oak Street / Rice Street
25B
Brick
Poor
554
P199
Rice Street
25B
Brick
Poor
555
P219
Myrtle Av. / Rice St.
25B
Brick
Poor
556
P224
Rice St. / W. Columbia Av.
25B
Brick
Poor
557
P223
Henderson / W. Columbia Av.
25B
Brick
Poor
558
P218
Myrtle Av. / Henderson St.
25B
Brick
Poor
559
P200
Oak / Austin St.
25B
Brick
Poor
S60
P201
Austin Street
25B
Brick
Poor
561
P189
McDonald Av. / Austin St.
25B
Brick
Poor
562
P187
McDonald Av./ Rice St.
25B
Brick
Poor
563
P188
Rice Street
25B
Brick
Poor
564
P169
Peach St. / Beausfield St.
25B
Brick
Poor
565
P168
Rice Street
25B
Brick
Poor
566
j P167
Rice St. / Main St.
25B
Brick
Poor
567
P165
Rice St. / Minturn Av.
25B
Brick
Poor
568
W56
Hylan Av. / Entwhistle
25A
Brick
Poor
569
P172
Main Street
25B
Brick
Poor
0
P171
Bauesfield Street
25B
Brick
Poor
1
P57
P170
Bauesfield Street
25B
Brick
Poor
2
P166
Minturn Av. / Bauesfield St.
25B
Brick
Poor
198

cLCY Q� },Ia�iL1 I_ _ WASTEWATER ASSET MANAGEMENT PLAN
Manhole
1R #
Location
Bauefileld Street
Map #
Type
Condition
573
W58
18D
Brick Poor
574
W55
Entwhistle / Bauesfield St.
18D
Brick
Poor
575
W54
Entwhistle / Minturn Av.
18D
Brick
Poor
576
W59
Bauefileld St. / Marlboro St.
18D
Brick
Poor
577
W53
Minturn Av. / Bmarlboro St.
18D
Brick
Poor
578
W51
Hylan Avenue
18C
Brick
Poor
579
W42
Clay Street / Hylan Avenue
18C
Brick
Poor
580
W41
Beausfield St. / Clay St.
18C
Brick
Poor
581
W41A
Bauesfield Street
18C
Brick
Poor
582
W80
Madison Avenue
18C
Brick
Poor
583
W79
Hylan Avenue / Madison Avenue
18C
Brick
Poor
584
W78
Hylan Avenue / Madison Avenue
18C
Brick
Poor
585
W310
Baeusfield Street
18C
Brick
Poor
586
W81
Hylan Avenue
18C
Brick
Poor
587
W77
Baeusfield Street
18C
Block
Good
588
W94
Boyette Street / Juanita Avenue
18A 18C
Block
Good
589
W88
Juanita Avenue
18C
Block
Good
590
j W87
Juanita Avenue / Terry Street
18C
Block
Good
591
W89
Terry Street / Stacy Avenue
18A
Block
Good
592
W95
Boyette Street / Hylan Avenue
18C
Block
Good
593
W96
Hylan Avenue
18C
Block
Good
594
W97
Boyette Street / Rollins Avenue
18C
Block
Good
595
W83
Terry StreetRollins Avenue
18C
Block
Good
596
W82
Terry Street / Hylan Avenue
18C
Block
Good
597
W99
Terry Street / Woodlawn Avenue
18C
Block
Good
598
W100
Park Street / Woodlawn Avenue
18C
Block
Good
599
W84
Rollins Avenue / Park Avenue
18C
Block
Good
600
W85
Rollins Avenue / Madison Avenue
18C
Block
Good
601
W85A
Rollins Avenue
18C
Block
Good
602
W102
Madison Avenue
18C
Block
Good
603
W101
Madison Avenue / Woodlawn Avenue
18C
Block
Good
604
W45
Marlboro Street
18C
Block
Good
605
W43
Hylan Av. / Marlboro St.
18C
Block
Good
606
W50
Marlboro Street
18C
Block
Good
607
P212
Rollins Avenue
18C
Block
Good
608
P212A
Clay Street
18C
Block
Good
609
P207A
Marlboro St. / Woodlawn Av.
25A
Block
Good
610
P209
Marlboro Street
25A
Block
Good
611
P211
Marlboro Street
18C
Block
Good
612
W57
Rollins Av. Entwhistle
25A
Block
Good
199

Count
Manhole
ID #
Location
Map #
Type
Condition
613
P207
Marlboro Street / McDonald Av.
25A
Block
Good
614
P206
McDonald Av.
25A
Block
Good
615
P191
McDonald Avenue
25A
Block
Good
616
P190
McDonald Avenue
25A
Block
Good
617
P203
S. McKinnon St.
25A
Block
Good
618
P202
McKinnon St. / Oak Av.
25A
Block
Good
619
P204
N. McKinnon Street
25A
Block
Good
620
P205
Oak Avenue
25A
Block
Good
621
P208
McDonald Avenue
25A
Block
Good
622
P318
Hamilton Street
25A
Block
Good
623
P320
Oak Avenue
25A
Block
Good
624
P316
Marlboro St. / Oak Av.
25A
Block
Good
625
P317
off Oak Avenue
25A
Block
Good
626
W214
Oak Avenue
25A
Block
Good
627
P319
Oak Av. / Willard St.
25A
Block
Good
628
P31S
Marlboro Street
25A
Precast
Good
629
W224
Battley Dairy Rd. / Cheraw Rd.
25A
Precast
Good
630
W224A
Battley Dairy Rd. / Cheraw Rd.
25A
Precast
Good
631
J1
PS5 off Boyette St.
17D
Block
Good
632
J2
PS5 off Boyette St.
17D
Block
Good
633
J3
PS5 off Boyette St.
17D
Block
Good
634
J4
Boyette Street
17D
Block
Good
635
J5
Boyette Street
17D
Block
Good
636
J6
Boyette Street
17D
Block
Good
637
J7
Boyette Street
17D
Block
Good
638
J8
McDonald Avenue
17D
Block
Good
639
J9
McDonald Avenue
17D
Block
Good
640
J10
McDonald Avenue
17D
Block
Good
641
J11
Fellowship Drive
18C
Block
Good
642
P324
Park Street
18C
Block
Good
643
P323
McDonald Avenue
18C
Block
Good
644
W215
Park Street
25A
Block
Good
645
P321
McDonald Avenue / Willard St.
25A
Block
Good
646
P322
McDonald Avenue
25A
Block
Good
647
W212
Fellowship Drive / Oak Avenue
24B
Block
Good
648
W213
Fellowship Drive
17D
Block
Good
649
W225
Richard Drive
17D
Block
Good
650
W209
Oak Avenue
17D
Block
Good
651
W210
Oak Avenue
17D
Block
Good
652
W211
Oak Avenue / Sunset Avenue
17D 24B
Block
Good
653
W208
Graham Circle
17D
Precast
Good
200

MI
Manhole
Count ID # Location Map it Type Condition j
r-Cd. \A/*)n7 flak Avaniia 17D Precast Good
655
W227
McDonald Avenue
17D
Precast
Good
656
W226
McDonald Avenue
17D
Precast
Good
657
W202
Alexander Drive
17D
Precast
Good
658
W200
McDonald Avenue
17D
Precast
Good
659
W201
McDonald Avenue
17D
Precast
Good
660
W203
Alexander Drive
17D
Precast
Good
661
W205
Alexander Drive
17D
Precast
Good
662
W204
Alexander Drive
17D
Precast
Good
663
W206
Oak Avenue
17D
Precast
Good
664
W196
McDonald Avenue
17C
Precast
Good
665
W197
McDonald Avenue
17C
Precast
Good
666
W198
McDonald Avenue
17C
Precast
Good
667
W199
McDonald Avenue
17D
Precast
Good
668
W229
McDonald Avenue
17C
Precast
Good
669
W228
McDonald Avenue
17C
Precast
Good
670
W195
ease McDonald to Hylan Av.
17D
Precast
Good
671
W194
ease McDonald to Hylan Av.
17D
Precast
Good
672
W243
Eden Street
17C
Precast
Good
673
W242
Eden Street
17C
Precast
Good
674
W241
Eden Street
17D
Precast
Good
675
W193
ease McDonald to Hylan Av.
17D
Precast
Good
676
W192
ease off James Avenue
17B 17D
Precast
Good
677
W240
Eden Street
17B
Precast
Good
678
W237
James Ave. / Eden St.
17A
Precast
Good
679
W191
ease off James Avenue
17B
Precast
Good
680
W190
ease off James Avenue
17B
Precast
Good
681
W189
James Avenue
17B
Block
Good
682
W243
James Avenue
17B
Block
Good
683
W244
James Avenue
17B
Block
Good
684
W245
James Avenue
17B
Block
Good
685
W188
ease from James Avenue
17B
Block
Good
686
W247
James Avenue
17B
Block
Good
687
W253
James Avenue
17B
Block
Good
688
W252
James Avenue
17B
Block
Good
689
W251
James Avenue
17B
Block
Good
690
W248
ease off James Avenue
17B
Block
Good
691
W249
ease off James Avenue
17B
Block
Good
692
W250
ease off James Avenue
17B
Block
Good
693
W278
Rollins Avenue
17B
Block
Good
694
W279
Rollins Avenue
17B
Block
Good
201

11 t O F HAM LI I _ WASTEWATER ASSET MANAGEMENT PLAN
count
Manhole
ID #
Location
Map #
Type
Condition
695
W254
Mayfair Drive
17B
Block
Good
696
W263
Rollins Avenue
17B
Block
Good
697
W262
Rollins Avenue
17B
Block
Good
698
W255
James Avenue
17D
Block
Good
699
W256
Skyland Avenue
17B
Block
Good
700
W260
Pineland Drive/Rollins Avenue
17D
Block
Good
701
W259
Pineland Drive
17D
Block
Good
702
W261
Pineland Drive
17B
Block
Good
703
W264
Wallace Street / Rollins Avenue
18C
Block
Good
704
W265
Wallace Street
18C
Block
Good
705
W103
Hylan Avenue / Wallace Street
18A
Block
Good
706
W257
James Avenue
17D
Block
Good
707
W258
James Avenue
17D
Block
Good
708
W98
Woodlawn / Boyette St.
18C
Block
Good
709
W104
Hylan Avenue
17B
Block
Good
710
W107
Juanita Avenue
18A
Block
Good
711
W106
Juanita Avenue
18A
Block
Good
712
W105
Juanita Av. / Wallace St.
18A
Block
Good
713
W281
Hylan Avenue
17B
Precast
Good
714
W282
Hylan Avenue
17B
Precast
Good
715
W283
Hylan Avenue
17B
Precast
Good
716
W277
Hylan Avenue
17B
Precast
Good
717
W280
Hylan Avenue
17B
Precast
Good
718
W275
Hylan Avenue
17B
Precast
Good
719
W276
Hylan Avenue
17B
Precast
Good
720
W287
Carl Martin Avenue
17B
Precast
Good
721
W286
Carl Martin Avenue
17B
Precast
Good
722
W288
Sams Road
17B
Precast
Good
723
W285
Carl Martin Avenue
17B
Precast
Good
724
W284
ease Virginia Ann Av. - PS2
176
Precast
Good
725
W293
ease Virginia Ann Av. - PS2
17B
Precast
Good
726
W289
Sams Road
17B
Precast
Good
727
W292
Shaw Road
17B
Precast
Good
728
W294
ease Virginia Ann Av. - P52
17B
Precast
Good
729
W296
Virginia Ann Avenue
17B
Precast
Good
730
W295
Virginia Ann Avenue
17B
Precast
Good
731
W297
Virginia Ann Avenue
17B
Precast
Good
732
W290
Sams Road
17B
Precast
Good
733
W291
Virginia Ann Avenue
17B
Precast
Good
734
W4
ease West Hamlet Av. - PS2
IOD
Precast
Good
735
W5
ease West Hamlet Av. - PS2
11C
Precast
Good
202

LOA WCOWFARIM .__— �1._: M s_. u.i►._ - u i
�
736
Manhole
W6
ease West Hamlet Av. - PS2
# ,
Type
Condition
11C
Precast
Good
737
W1
ease West Hamlet Av. - PS2
10D
Precast
Good
738
W2
ease West Hamlet Av. - PS2
10D
Precast
Good
739
W3
ease West Hamlet Av. - PS2
10D
Precast
Good
740
W155
ease Hylan Avenue - PS2
10D
Precast
Good
741
W155A
ease Hylan Avenue - PS2
10D
Precast
Good
742
W157
ease Hylan Avenue - PS2
10D
Precast
Good
743
W158
ease Hylan Avenue - PS2
10D
Precast
Good
744
W159
ease Hylan Avenue - PS2
10D
Precast
Good
745
W160
ease Hylan Avenue - PS2
10D
Precast
Good
746
W161
ease Hylan Avenue - PS2
17B
Precast
Good
747
W162
ease Hylan Avenue - PS2
17B
Precast
Good
748
W163
ease Hylan Avenue - PS2
17B
Precast
Good
749
W298
ease off Lillians Lane
17B
Precast
Good
750
W299
ease off Lillians Lane
17B
Precast
Good
751
W166
ease Hylan Avenue - PS2
17B
Precast
Good
752
W165
ease Hylan Avenue - PS2
17B
Precast
Good
753
W164
ease Hylan Avenue - PS2
17B
Precast
Good
754
W167
Hylan Avenue
17B
Precast
Good
755
W168
ease from James Avenue
17B
Precast
Good
756
W168
This Number Not Used
Precast
Good
757
W169
ease McDonald to Hylan Av.
17B
Precast
Good
758
W170
ease McDonald to Hylan Av.
17A
Precast
Good
759
W171
ease McDonald to Hylan Av.
17A
Precast
Good
760
W172
ease McDonald to Hylan Av.
17A
Precast
Good
761
W173
ease McDonald to Hylan Av.
17A
Precast
Good
762
W187
Betty Brooks Blvd.
17A
Precast
Good
763
W186
Betty Brooks Blvd.
17A
Precast
Good
764
W185
off Betty Brooks Blvd.
17A
Precast
Good
765
W184
off Betty Brooks Blvd.
17A
Precast
Good
766
W175
McDonald Avenue
17A
Precast
Good
767
W174
ease McDonald to Hylan Av.
17A
Precast
Good
768
W176
ease McDonald to Hylan Av.
17A
Precast
Good
769
W179
McDonald Avenue
17A
Precast
Good
770
W178
McDonald Avenue
17A
Precast
Good
771
W177
McDonald Avenue
17A
Precast
Good
772
W232
McDonald Avenue
17C
Precast
Good
773
W231
McDonald Avenue
17C
Precast
Good
774
W230
McDonald Avenue
17C
Precast
Good
775
W233
I Fieldcrest Lane
17C
Precast
Good
776
W224
j Fieldcrest Lane
17C
Precast
Good
203

Count
Manhole
ID #
� ----
Location
Map #
Type
Condition
777
W235
Fieldcrest Lane
17C
Precast
Good
778
W239
James Avenue
17A
Precast
Good
779
W300
Lillian Lane
17B
Precast
Good
780
W301
Lillian Lane
17B
Precast
Good
781
W302
Lillian Lane
17B
Precast
Good
782
W304
Lillian Lane
17A
Precast
Good
783
W303
Lillian Lane
17A
Precast
Good
784
W305
Lillian Lane
17A
Precast
Good
785
W266
Hylan Avenue
17A
Precast
Good
786
W267
Hylan Avenue
17A
Precast
Good
787
W269
Hylan Avenue
17A
Precast
Good
788
W269
Hylan Avenue
17A
Precast
Good
789
W270
Hylan Avenue
17A
Precast
Good
790
W271
Hylan Avenue
17A
Precast
Good
791
W273
Plymouth Circle
17A
Precast
Good
792
W272
Beeler Avenue
17A
Precast
Good
793
B49A
Beeler Avenue
17A
Precast
Good
794
B47
Beeler Avenue
17A
Precast
Good
795
B48
Beeler Avenue
17A
Precast
Good
796
B49
Beeler Avenue
17A
Precast
Good
797
B20
Beeler Avenue
17A
Precast
Good
798
B42
North Street
10C
Precast
Good
799
B36
North Street
10C
Precast
Good
800
B42A
North Street
10C
Precast
Good
801
B19
Beeler Avenue
10C
Precast
Good
802
B19A
Kindale Avenue
10C
Precast
Good
803
B44
North Street
10C
Precast
Good
804
845
La Ray Avenue
10C
Precast
Good
805
B18
Beeler Avenue
10C
Precast
Good
806
B33
North Street
10C
Precast
Good
807
B34
Curtis Avenue
10C
Precast
Good
808
B17
Beeler Avenue
10C
Precast
Good
809
B35
North Street
10C
Precast
Good
810
B21
Ellenton Avenue
10C
Precast
Good
811
B16
Beeler Avenue
10C
Precast
Good
812
68
North Street
10C
Precast
Good
813
B9
Rosemont Avenue
10C
Precast
Good
814
B15
Beeler Avenue
10C
Precast
Good
815
B11
off Brantley Avenue
10C
Precast
Good
816
B12A
Brantley Avenue
10C
Precast
Good
817
B7
North Street
10C
Precast
Good
P411j,

CITY"OFII-AN1ITIi WASTEWATER ASSET ANA EMENTPLAN
Manhole
Count ID0.#
r,-, .___-,,,.,.Location
--- -
Brantley Avenue
Map#
Type
Condition
818
B10
10C
Precast
Good
819
B12
off Brantley Avenue
10C
Precast
Good
820
B14
end Brantley Avenue
10C
Precast
Good
821
B5
ease PS1- North Street
10C
Precast
Good
822
B6
ease PSI - North Street
10C
Precast
Good
823
B1
at PS 1
10C
Precast
Good
824
B2
ease PS1- North Street
10C
Precast
Good
825
B3
ease P51- North Street
10C
Precast
Good
826
B4
ease PSI - North Street
10C
Precast
Good
827
B22
ease PS1- North Street
10C
Precast
Good
828
B23
ease PS1- North Street
10C
Precast
Good
829
B24
ease PSI - North Street
10C
Precast
Good
830
B30
ease North St. to ease PS1
10C
Precast
Good
831
B25
ease PS1- North Street
10C
Precast
Good
832
B31
ease North St. to ease PS1
10C
Precast
Good
833
B32
ease North St. to ease PS1
10C
Precast
Good
834
B26
ease PS1- North Street
10C
Precast
Good
835
B27
ease PS1- North Street
10C
Precast
Good
836
B29A
ease PS1
10C
Precast
Good
837
B29
North Street
10C
Precast
Good
838
B28
ease PS1
10C
Precast
Good
839
B40
North Street
17A 10C
Precast
Good
840
B41
North Street
10C
Precast
Good
841
B39
Hylan Avenue
17A
Precast
Good
842
B50
Wilshire Avenue
17A
Precast
Good
843
B31
ease North St. to Hylan Av.
17A
Precast
Good
844
B32A
ease North St. to Hylan Av.
17A
Precast
Good
845
B32
Hylan Avenue
17A
Precast
Good
846
B34
Hylan Avenue
16B
Precast
Good
847
B35
Hylan Avenue
16B
Precast
Good
848
B36
McDonald Avenue
16B
Precast
Good
849
B37
McDonald Avenue
16B
Precast
Good
850
B38
McDonald Avenue
16B
Precast
Good
851
B38A
McDonald Avenue
16B
Precast
Good
852
W182
McDonald Avenue
17A
Precast
Good
853
W181
McDonald Avenue
17A
Precast
Good
854
W180
McDonald Avenue
17A
Precast
Good
855
P311
Cheraw Road
24B
Precast
Good
856
P312
Cheraw Road
24B
Precast
Good
857
P307
Maple Avenue
24B
Block
Good
858
P305A
Maple Avenue
24B
Block
Good
205

I Y O f I I A NI L F C WASTEWATER ASSET MANAGEMENT PLAN
Count
Manhole
ID #
Location
Map #
Type
Condition
859
P309
Palm St. / Poplar Avenue
25A
Block
Good
860
P314
off Dogwood Lane
25A
Block
Good
861
P291
Richmond Avenue
25A
Block
Good
862
P269
Dogwood Lane
25A
Block
Good
863
P268
Dogwood Ln. / Hawthorne Av.
25A
Block
Good
864
P288
Beech St. / Cherry St.
25A
Block
Good
865
P289
Richmond Avenue
25A
Block
Good
866
P267
Cherry Street
25A
Block
Good
867
P266
Locust St. / Dogwood Ln.
25A
Block
Good
868
P304
Hawthorne Avenue
25A
Block
Good
869
P272
Poplar Avenue
25A
Block
Good
870
P271
Poplar Av. / Cherry St.
25A
Block
Good
871
P270
Poplar Avenue / Locust St.
25A
Block
Good
872
P305
Maple Avenue
24B
Block
Good
873
P303
Maple Av. / Hawthorne Av.
25A
Block
Good
874
P292
Austin Street
25A
Block
Good
875
W56
Hylan Avenue
25A
Brick
Poor
876
W44
Hylan Avenue
18C
Brick
Poor
877
L24
Boyd Lake Road
19D
Precast
Good
878
L23
Apex St. / Sycamore Av.
19D
Precast
Good
879
L22
Stubbs Street
20C
Precast
Good
880
L25
Boyd Lake Road
19D
Precast
Good
881
L26
Boyd Lake Road
19D
Precast
Good
882
L26A off Boyd Lake Road 19D
Precast
Good
883
L27
off Boyd Lake Road
19D
Precast
Good
884
L28
off Boyd Lake Road
19D
Precast
Good
885
L39
Sycamore Street
20C
Precast
Good
886
L29
Stubbs Street
20C
Precast
Good
887
L30
Stubbs St. / Manhattan Av.
20C
Precast
Good
888
L31
Sycamore St. / Manhattan Av.
20C
Precast
Good
889
L38
Boyd Lake Road
20C
Precast
Good
890
L37
Boyd Lake Road
20C
Precast
Good
891
L35
Wellington Street
19D
Precast
Good
892
L33
Wellington Street
19D
Precast
Good
893
L32
Boyd Lake Road
19D
Precast
Good
894
L32A
Boyd Lake Road
19D
Precast
Good
895
L34
Wellington Street
19D
Precast
Good
896
L3
ease Boyd Lake Rd. to E. Hamlet Av
26A
Precast
Good
897
L4
ease Boyd Lake Rd. to E. Hamlet Av
26B 26A
Precast
Good
898
L5
ease Boyd Lake Rd. to E. Hamlet Av
26B
Precast
Good
899
L6
ease Boyd Lake Rd. to E. Hamlet Av
26B
Precast
Good
206

900
L7
ease Boyd Lake Rd. to E. Hamlet Av 26B Precast Good
901
L8
ease Boyd Lake Rd. to E. Hamlet Av
26B
Precast
Good
902
L9
ease Boyd Lake Rd. to E. Hamlet Av
26B
Precast
Good
903
L10
ease Boyd Lake Rd. to E. Hamlet Av
19D
Precast
Good
904
L11
ease Apex / Boyd Lake to EHA
19D
Precast
Good
905
L12
ease Apex / Boyd Lake to EHA
19D
Precast
Good
906
L13
ease Apex / Boyd Lake to EHA
19D
Precast
Good
907
L14
ease Apex / Boyd Lake to EHA
19D
Precast
Good
908
L15
ease Apex / Boyd Lake to EHA
19D
Precast
Good
909
L16
ease Apex / Boyd Lake to EHA
19D
Precast
Good
910
L17
ease Apex / Boyd Lake to EHA
20C
Precast
Good
911
L18
ease to East Hamlet Avenue
20C
Precast
Good
912
L19
ease to East Hamlet Avenue
20C
Precast
Good
913
L20
ease to East Hamlet Avenue
20C
Precast
Good
914
L21
ease to East Hamlet Avenue
20C
Precast
Good
915
P62
E. Hamlet Av./ease Main to FMR
26A
Precast
Good
916
P59
E. Hamlet Av./ease Main to FMR
26A
Precast
Good
917
P58
E. Hamlet Av./ease Main to FMR
26A
Precast
Good
918
P56
E. Hamlet Av./ease Main to FMR
26A
Precast
Good
919
P53
E. HamletAv./ease Main to FMR
26A
Precast
Good
920
P52
E. Hamlet Av./ease Main to FMR
26A
Precast
Good
921
P49
East Main Street
26C
Brick
Poor
922
P49A
East Main Street
26C
Brick
Poor
923
P49B
East Main Street
26C
Brick
Poor
924
P47
ease E. Main St. to FMR
26C
Precast
Good
925
P229
off Oakhurst Avenue
26C
Precast
Good
926
P230
Oakhurst Avenue
26A 26C
Precast
Good
927
P231
Oakhurst Av. To S. Bridges St.
26A
Precast
Good
928
P232
S. Bridges Street
26A
Precast
Good
929
P233
S. Bridges Street
26A
Precast
Good
930
P45
ease Main St. to Freeman Mill
26C
Precast
Good
931
P43A
ease Main St. to Freeman Mill
26C
Precast
Good
932
W222
Battley Dairy Road
24B
Precast
Good
933
W221
Battley Dairy Road
24B
Precast
Good
934
W220
Battley Dairy Road
24B
Precast
Good
935
W218
Sunset Avenue
24B
Precast
Good
936
W217
Ann Avenue
24B
Precast
Good
937
W216
Sunset Avenue
24B
Precast
Good
938
W223
Battley Dairy Road
24B
Precast
Good
939
W224
Battley Dairy Road
24D
Precast
Good
940
P417
Dorsey Smith Road
24C
Precast
Good
207

( i 1-y OP 1 TAAM UI' WASTEWATER ASSET MANAGEMENT PLAN
Manhole
Comm 1D # Location Map # Type Condition {
D 11 DA17A rinrccv Cmith Rnnri 24D Precast Good
942
P416
Dorsey Smith Road
24D
Precast
Good
943
P415
ease off Greenfield
24D
Precast
Good
944
P414
ease off Rice Street
24D
Precast
Good
945
P413
ease off Rice Street
24D
Precast
Good
946
P418
Cheraw Road
24C
Precast
Good
947
P419
Cheraw Road
24C
Precast
Good
948
P420
Cheraw Road
24D
Precast
Good
949
P421
Cheraw Road
24D
Precast
Good
950
P422
Cheraw Road
24D
Precast
Good
951
P423
Cheraw Road
24D
Precast
Good
952
P424
Cheraw Road
24B
Precast
Good
953
P425
Cheraw Road
24B
Precast
Good
954
P426
Cheraw Road
24B
Precast
Good
9SS
P310A
Cheraw Road
24B
Precast
Good
956
P457
Greenfield Road
24D
Precast
Good
957
P457A
Greenfield Road
24D
Precast
Good
958
P456
end Greenfield Road
24D
Precast
Good
959
P459
Greenfield Road
24C
Precast
Good
960
P460
Greenfield Road
24C
Precast
Good
961
P461
Greenfield Road
31B
Precast
Good
962
P462
Greenfield Road
31B
Precast
Good
963
P428
Cheraw Road
24C
Precast
Good
964
P429
Cheraw Road
24C
Precast
Good
965
S4
Cheraw Road
31A
Precast
Good
966
51A
Cheraw Road
31A
Precast
Good
967
S16
Cheraw Road
31A
Precast
Good
968
S1C
Cheraw Road
31A
Precast
Good
969
P430
Cheraw Road
24C
Precast
Good
970
P431
ease Battley Dairy to Cheraw Rd,
24C
Precast
Good
971
P442
Susan Road
24C
Precast
Good
972
P443
Susan Road
24C
Precast
Good
973
P431A
ease Battley Dairy to Cheraw Rd,
24C
Precast
Good
974
P433
ease Battley Dairy to Cheraw Rd,
24C
Precast
Good
975
P434
ease Battley Dairy to Cheraw Rd,
24C
Precast
Good
976
P435
ease Battley Dairy to Cheraw Rd,
24C
Precast
Good
977
P436A
ease Battley Dairy to Cheraw Rd,
24A
Precast
Good
978
P436
ease Battley Dairy to Cheraw Rd,
24A
Precast
Good
979
P437
Battley Dairy Road
24A
Precast
Good
980
P440
Battley Dairy Road
24A
Precast
Good
981
P441
Battley Dairy Road
24A
Precast
Good
208

(-11`Y 0141AM FC___-- - -- NVAS[L yA1 FRASSI 1 ;AIAN A(d NIFN'f PLAN
Count
Manhole
ID #
Location
Battley Dairy Road
Map #
Tye
Condition
982
P438
24A
Precast
Good
983
P439
Battley Dairy Road
24B
Precast
Good
984
P430A
Susan Road
24C
Precast
Good
985
P445
Susan Road
24C
Precast
Good
986
P446
Susan Road
24C
Precast
Good
987
P447
Freeman Mill Road
24C
Precast
Good
988
P448
Freeman Mill Road
24C
Precast
Good
989
P449
Ballard Street
24C
Precast
Good
990
P450
Ballard Street
24C
Precast
Good
991
P451
Ballard Street
24C
Precast
Good
992
P452
Ballard Street
24C
Precast
Good
993
P453
Ballard Street
24C
Precast
Good
994
P454
Ballard Street
24C
Precast
Good
995
P455
23
Precast
Good
996
P479
Cheraw Road
30D
Precast
Good
997
P478
Cheraw Road
30D
Precast
Good
998
P477
Cheraw Road
30B
Precast
Good
999
P481
ease Cheraw to rear industry
30B
Precast
Good
1000
P482
ease Cheraw to rear industry
30B
Precast
Good
1001
P483
ease Cheraw to rear industry
30B
Precast
Good
1002
P484
ease Cheraw to rear industry
30B
Precast
Good
1003
P485
Tar Heel Avenue
31B
Precast
Good
1004
P475
Hill Street
31A
Precast
Good
1005
P474
Hill Street
31A
Precast
Good
1006
P473
Hill Street
31A 31C
Precast
Good
1007
P472
Hill Street
31B
Precast
Good
1008
P486
Tar Heel Avenue
31B
Precast
Good
1009
P487
Power line ease off FMR
31A
Precast
Good
1010
P488
Power line ease off FMR
31A
Precast
Good
1011
P489
Power line ease off FMR
31A
Precast
Good
1012
P490
Freeman Mill Road
31A 31B
Precast
Good
1013
P491
Freeman Mill Road
31A 31B
Precast
Good
1014
P494
Freeman Mill Road
31A
Precast
Good
1015
P495
Freeman Mill Road
31A
Precast
Good
1016
P496
Freeman Mill Road
31A
Precast
Good
1017
P492
Greenfield Road
31B
Precast
Good
1018
P493
Greenfield Road
31B
Precast
Good
1019
P465
off junct FMR and Gin Mill
31D
Precast
Good
1020
P468
off junct FMR and Gin Mill
31D
Precast
Good
1021
D54
off Earl Franklin Drive
19A
Precast
Good
1022
D53
Earl Franklin Drive
19A
Precast
Good
F

CITY OF HAMLET _ _ - — WASTEWATER ASSET MANAGEMENT -- - - -
Count
Manhole
ID #
Location
Map #
Type
Condition
1023 D46
Page Street
19A
Precast
Good
1024
D45
Page Street
19A
Precast
Good
1025
D52
Earl Franklin Drive
19A
Precast
Good
1026
D49
Longwood Street
19A
Precast
Good
1027
D50
Robert Broady Lane
19A
Precast
Good
1028
D44
Page Street
19A
Precast
Good
1029
D51
Earl Franklin Drive
19A
Precast
Good
1030
D47
Longwood Street
19A
Precast
Good
1031
D47A
Luevora Lane
19A
Precast
Good
1032
D43
McKinley Avenue
19A
Precast
Good
1033
D42
Earl Franklin drive
19A
Precast
Good
1034
D40
Longwood Street
19A
Precast
Good
1035
D38
McKinley Avenue
19A
Precast
Good
1036
D41
McKinley Avenue
19A
Precast
Good
1037
D38A
McKinley Avenue
19A
Precast
Good
1038
D15
King Street
19B
Precast
Good
1039
D43
McKinley Avenue
19A
Precast
Good
1040
D43A
McKinley Avenue
19A
Precast
Good
1041
D43B
Earl Franklin Drive
19B
Precast
Good
1042
D56
ease McKinley - BF Diggs Drive
19A
Precast
Good
1043
D18
Earl Franklin drive
19A
Precast
Good
1044
D19
Earl Franklin / Pee Dee Avenue
19A
Precast
Good
1045
D17
Pee Dee Avenue
19B
Precast
Good
1046
D16
King Street
19B
Precast
Good
1047
D56A
Pee Dee Avenue
19A
Precast
Good
1048
D60
B F Diggs Drive
19A
Precast
Good
1049
N1
Longwood Street
19A
Precast
Good
1050
D61
B F Diggs Drive
19A
Precast
Good
1051
D62
B F Diggs Drive
19A
Precast
Good
1052
1 D62A
B F Diggs Drive
19A
Precast
Good
1053
D63
B F Diggs Drive
19A
Precast
Good
1054
D64
Rose Street
19A
Precast
Good
1055
D65
Rose Street
12C
Precast
Good
10S6
D68
Daniel Street
12C
Precast
Good
1057
D66
Rose Street
12C
Precast
Good
1058
D69
Daniel Street
12C
Precast
Good
1059
D70
Daniel Street
12C
Precast
Good
1060
D67
Rose Street
12C
Precast
Good
1061
D71
Dobbins Street
12D
Precast
Good
1062
D73
Bo Bo Street
12D
Precast
Good
1063
D19
Earl Franklin Drive
12D
Precast
Good
210

r • .:u_ �_ � ` _ � : u_a-,� �-
Manhole
Location Map #
Earl Franklin Drive 12D
Earl Franklin Drive 12D
T e
Condition
1064
D72
Precast
Good
1065
D21
Precast
Good
1066
D22
Earl Franklin Drive
12D
Precast
Good
1067
D23
Earl Franklin Drive
12D
Precast
Good
1068
D24
Earl Franklin Drive
12D
Precast
Good
1069
D25
Earl Franklin Drive
12D
Precast
Good
1070
D26
Earl Franklin Drive
12D
Precast
Good
1071
D27
NC 177
13A
Precast
Good
1072
D28
NC 177
13A
Precast
Good
1073
D29
Gibbons Street
13A
Precast
Good
1074
D30
Gibbons Street
13A
Precast
Good
1075
D31
Cochran Street
13A
Precast
Good
1076
W18A
Charlotte Street
18B
Precast
Good
1077
W109
Circlewood Drive
18B
Precast
Good
1078
W110
Circlewood Drive
18B
Precast
Good
1079
W111
Ridge Road
18B
Precast
Good
1080
W238
James Avenue
17D
Precast
Good
1081
D24A
Horseshoe Drive
12D
Precast
Good
1082
D75
Horseshoe Drive
12D
Precast
Good
1083
D76
Horseshoe Drive
12D
Precast
Good
1084
E32
Laurel Hill Street
27C
Brick
Poor
1085
E33
Laurel Hill Street
27C
Brick
Poor
1086
P470A
off junct FMR and Gin Mill
31D
Precast
Good
1087
P467
off junct FMR and Gin Mill
31D
Precast
Good
1088
P466A
off junct FMR and Gin Mill
31D
Precast
Good
1089
P466
off junct FMR and Gin Mill
31D
Precast
Good
1090
P471
off junct FMR and Gin Mill
31C
Precast
Good
1091
P476
Cheraw Road
31A
Precast
Good
1092
P476
off Cheraw Road
31A
Precast
Good
1093
P480
ease off Cheraw to industry
30B
Precast
Good
1094
P282
Dennis Street
25C
Brick
Poor
1095
P282A
Dennis Street
25C
Brick
Poor
1096
P572
Henderson St. / Dennis St.
25C
Block
Good
1097
P294
Austin St. /Walnut
25C
Block
Good
1098
P296
Locust St. / Walnut
25C
Block
Good
1099
P300
Walnut / Cherry St.
25C
Block
Good
1100
P301
Hawthorne Avenue
24B
Block
Good
1101
P306
Palm St. / Walnut
24B
Block
Good
1102
P310
Cheraw Road
24B
Block
Good
1103
W219
Battley Dairy Road
24B
Block
Good
1104
W67
McLean / Hylan Avenue
18C
Block
Good
211

r .:u ,: ELM
Count
Manhole
ID #
Location Map #
Type
Condition
1105
W66
Madison / Beaufield 18C
Brick
Poor
1106
W65
Madison Avenue
18D
Brick
Poor
1107
W211
Sunset Av. / Oak Av.
17D
Precast
Good
1108
D77
Horseshoe Drive
12D
Precast
Good
1109
D3-8
Wall Street
12B 12D
Precast
Good
1110
D3-3
Wall Street
12B
Precast
Good
1111
D3-4
Daniels Street Ext.
12A
Precast
Good
1112
D3-5
Daniels Street Ext.
12A
Precast
Good
1113
D3-2
Wall Street
12A
Precast
Good
1114
ARM
Wall Street
12A
Precast
Good
1115
D3-1
Wall Street
12A
Precast
Good
1116
D3-1A
PS3
12A
Precast
Good
1117
D3-6
Wall Street
12B
Precast
Good
1118
D3-7
Wall Street
12B
Precast
Good
1119
D3-7A
Leroy David Lane
12B
Precast
Good
1120
D3-10
Leroy David Lane
12B
Precast
Good
1121
D3-11
Horseshoe Drive
12B
Precast
Good
1122
D3-11A
Horseshoe Drive
12B
Precast
Good
1123
D3-13
Horseshoe Drive
12B
Precast
Good
1124
D2-1
Ware Street
12C
Precast
Good
1125
D-2-1A
Ware Street at PS4
12C
Precast
Good
1126
D2-2
Goodwin Avenue
12C
Precast
Good
1127
D2-3
Goodwin Avenue
12C
Precast
Good
1128
D2-5
Morrow Street
12C
Precast
Good
1129
D2-4
Goodwin Avenue
12C
Precast
Good
1130
D2-6
Morrow Street
12C
Precast
Good
1131
D2-7
Morrow Street
12C
Precast
Good
1132
D81
Morrow Street / PS4 outlet
12C
Precast
Good
1133
D80
Morrow Street
12C
Precast
Good
1134
D79
Morrow Street
12C
Precast
Good
1135
D78
Morrow Street
12C
Precast
Good
1136
E32B
Laurel Hill Street
26D
Brick
Poor
1137
E33A
end Laurel Hill St.
27C
Brick
Poor
1138
No manhole this location
1139
No manhole this location
1140
P102
Raleigh St. / Spring St.
26B
Brick
Poor
1141
P102A
Raleigh Street
26A
Brick
Poor
1142
P102B
Raleigh Street
26A
Brick
Poor
1143
P102C
Raleigh Street
26A
Brick
Poor
1144
P115
Washington Street
19C
Brick
Poor
1145
W27
King Street
18D
Brick
Poor
212

CITY OF HAMLET _
WASTEWATER ASSET MANAGEMENT PLA N
Count
Manhole
1 _ #.. ,...._
; _ : ;, . _, Location
King Street
Map #
Type
Condition
1146
W27A
18D
Brick
Poor
1147
W19A
ease W. Hamlet Av. Tp PS2
18B
Precast
Good
1148
W20A
ease W. Hamlet Av. Tp PS2
18D
Precast
Good
1149
W21
ease W. Hamlet Av. Tp PS2
18D
Precast
Good
1150
W35
ease W. Hamlet Av. Tp P52
18D
Precast
Good
1151
W21A
ease W. Hamlet Av. Tp PS2
18D
Precast
Good
1152
W21B
ease W. Hamlet Av. Tp PS2
18D
Precast
Good
1153
W71
ease W. Hamlet Av. Tp PS2 18C
Precast
Good
1154
P306
Wanut Avenue
24B
Block
Good
1155
P301A
Walnut Avenue
24B
Block
Good
1156
P301B
Hawthorne Avenue
24B
Block
Good
1157
D2-1A
Ware Street / PS4
12C
Precast
Good
1158
P469
off junc FMR / Gin Mill Rd.
31D
Precast
Good
1159
P469A
ease Cheraw to E. Main St.
31C
Precast
Good
1160
P470
ease Cheraw to E. Main St.
31C
Precast
Good
1161
P115
Washington Street
19C
Brick
Poor
1162
P115A
King St. / Washington St.
19C
Brick
Poor
1163
P133A
Washington Avenue
19C
Brick
Poor
1164
P133B
Washington Avenue
19C
Brick
Poor
1165
P114
Washington Avenue
19C
Brick
Poor
1166
P113
Washington Avenue
19C
Brick
Poor
1167
P112
Washington Avenue
19C
Brick
Poor
1168
D19A
Earl Franklin Drive
12D
Precast
Good
1169
D19B
Dobbins Street
12D
Precast
Good
1170
D88
Channie McMannis Drive
12D
Precast
Good
1171
D90
Channie McMannis Drive
12D
Precast
Good
1172
D91
Channie McMannis Drive
12D
Precast
Good
1173
D92
Channie McMannis Dr. / Gordon St.
12D
Precast
Good
1174
D95
Daniels St. / Bethel Church Rd.
12C
Precast
Good
1175
D83
Daniels Street
19A
Precast
Good
1176
D62
Daniels Street
19A
Precast
Good
1177
D85
Channie McMannis Drive
19A
Precast
Good
1178
D86
Channie McMannis Drive
12C
Precast
Good
1179
D87
Channie McMannis Drive
12C
Precast
Good
1180
D3-14
Horseshoe Drive
12B
Precast
Good
1181
D3-15
Patton Street Ext.
12B
Precast
Good
1182
D3-18
Patton Street Ext.
12B
Precast
Good
1183
D3-17
Patton Street Ext.
12B
Precast
Good
1184
D3-16
Patton Street Ext.
12B
Precast
Good
1185
D93
Daniels Street/Goodwin St.
12C
Precast
Good
1186
D94
Daniels Street / Goodwin St.
12D
Precast
Good
213

WASTEWATER ASSET MANAGEMENT PLAN
Count
Manhole
ID #
Location
Map #
Type
Condition
1187
D82
Rose Street
19A
Precast
Good
1188
D101
Taylor Avenue
19B
Precast
Good
1189
D102
Taylor Avenue
19B
Precast
Good
1190
W325
west end Signal Street
24B
Precast
Good
1191
W326
Switch Road
24B
Precast
Good
1192
W327
Signal Street / Switch Road
24B
Precast
Good
1193
W328
east end Signal Street
24B
Precast
Good
1194
W329
Axle Lane
24A
Precast
Good
1195
W330
ease Axle Ln. to Trestle St.
24B
Precast
Good
1196
W331
west end Trestle Street
24B
Precast
Good
1197
W332
Trestle Street
24B
Precast
Good
1198
W333
Trestle Street
24B
Precast
Good
1199
W334
Switch Road
24B
Precast
Good
1200
W335
Trestle Street
24B
Precast
Good
1201
W336
Whistle Road
24B
Precast
Good
1202
C1
Sportsman Drive
37B
Precast
Good
1203
C2
Development Drive
37B
Precast
Good
1204
C3
Ritz Craft Drive
37A
Precast
Good
1205
C4
Development Drive
37A
Precast
Good
1206
C5
Development Drive
37A
Precast
Good
1207
C6
Development Drive
37A
Precast
Good
1208
C7
Development Drive
37A
Precast
Good
1209
C8
Industry Drive
37A 37C
Precast
Good
1210
C9
ease Industry Dr. / Us 74 BP
37C
Precast
Good
1211
C10
ease Industry Dr. / Us 74 BP
37C
Precast
Good
1212
C11
ease Industry Dr. / Us 74 BP
37C
Precast
Good
1213
C12
ease Industry Dr. / Us 74 BP
37C
Precast
Good
1214
C13
ease Industry Dr. / Us 74 BP
37C
Precast
Good
1215
C14
ease Industry Dr. / Us 74 BP
37C
Precast
Good
1216
C15
ease Industry Dr. / Us 74 BP
37C
Precast
Good
1217
C16
ease Industry Dr. / Us 74 BP
37C
Precast
Good
1218
C17
ease Industry Dr. / Us 74 BP
37C
Precast
Good
1219
C18
ease Industry Dr. / Us 74 BP
37C
Precast
Good
1220
C19
ease Industry Dr. / Us 74 BP
37C
Precast
Good
1221
C20
ease Industry Dr. / Us 74 BP
36D
Precast
Good
1222
C21
ease Industry Dr. / Us 74 BP
36D
Precast
Good
1223
C22
ease Industry Dr. / Us 74 BP
36D
Precast
Good
1224
C23
ease Industry Dr. / Us 74 BP
36D
Precast
Good
1225
C24
ease Industry Dr. / Us 74 BP
36D
Precast
Good
1226
C25
ease Industry Dr. / Us 74 BP
36D
Precast
Good
1227
C26
ease Industry Dr. / Us 74 BP
36D
Precast
Good
214

C H y OF if I WASTEWATER ASSET MANAGEMENT PLAN
-
Count
—Manhole
ID #
C27
ease Industry Dr. / Us 74 BP
Mpp #
T .e .
Condition ,
1228
36D
Precast
Good
1229
C28
ease Industry Dr. / Us 74 BP
36D
Precast
Good
1230
C29
ease Industry Dr. / Us 74 BP
36D
Precast
Good
1231
C30
ease Industry Dr. / Us 74 BP
36D
Precast
Good
.1232
C31
ease Industry Dr. / Us 74 BP
36D
Precast
Good
1233
C32
ease Industry Dr. / Us 74 BP
36C
Precast
Good
1234
C33
ease US74 BP to WWTP
36C 36A
Precast
Good
1235
C34
ease US74 BP to WWTP
36A
Precast
Good
1236
C35
ease US74 BP to WWTP
36A
i Precast
Good
1237
C36
ease US74 BP to WWTP
36A
Precast
Good
1238
C37
ease US74 BP to WWTP
36A
Precast
Good
1239
C38
ease US74 BP to WWTP
36A
Precast
Good
1240
C39
WWTP to Discharge Point
36A
Precast
Good
215

CITY OF HAMLET WASTEWATER ASSET MANAGEMENT PLAN
APPENDIX D: GLOSSARY
nual Debt Payment lexisting
The dollar amount that must be paid each year toward retiring
debt.
Annual Operating Expenses
Total annual cost of operating and maintaining the water or
wastewater utility service. This does not include savings or
future draws from capital savings accounts.
Asset
A component of a facility with an independent physical and
functional identity and age (e.g. pump, motor, sedimentation
tank, main).
Asset Category
Where the asset best fits within your system (e.g., source
water, distribution or collection), for organizational purposes.
Asset Inventory
A list of assets with details about each one (installation date,
original cost, condition, and such). Also known as an asset
register.
Asset Management
A process for maintaining a desired level of customer service at
the best appropriate cost.
Asset Name
The name of the technology or equipment that is used for your
system to properly function (for example, "5th Street Pumping
Station"). See also, Asset.
Asset Status
This is how your utilities view an asset. Assets can be active
(most assets), not in use or a future investment. You would
designate an asset a "future investment" if you would like it
added to your capital Improvement plan.
Asset Type
The asset's functional purpose for a specific asset category (for
example, intake structure, pumping station, transmission main,
storage tank, and the like).
Associated Asset
Assets that are directly related to a primary asset's function.
Associated Location
A location that complements an associated asset.
Capital Improvement (Expense)
Funds required for the future purchase, repair or alteration to
or for an asset, structure, or major pieces of equipment.
Capital Improvement Program (CIP) Plan
A plan that projects and assesses which projects (including
asset improvements, repairs, replacements, and such) need to
be completed in the future.
Capital Reserve Contribution
Funds set aside to fund capital improvements (i.e. future
purchase, repair or alteration to or for an asset, structure, or
major pieces of equipment).
216

The amount of cash that is available to the system within a 24
Cash on Hand
hour period.
Condition
The current condition, in your opinion, of an asset according to
its age and physical functionality (ranging from poor to
excellent).
Consequence of Failure
The real or hypothetical results associated with the failure of an
asset.
Debt Payment
The dollar amount that must be paid each year toward paying
down or retiring existing debt.
Debt Ratio
Debt Ratio =Total Liabilities / Total Assets
The debt ratio measures the amount of debt being used by the
organization. A ratio of 0.6 means that 60% of operations have
been financed with debt and the remaining 40% has been
financed by equity.
Emergency Reserve Contribution
Funds set aside for unexpected repairs and replacements.
CUPSS recommends that utilities work toward an emergency
reserve balance of 25% of its annual operating expenses.
Expected Useful Life
The average amount of time, in years, that a system or
component is estimated to function when installed new.
Expense
Money spent by the utility to continue its ongoing operations.
Expense Ratio
Expense Ratio = Operating Expense / Total Expense
The expense ratio measures the amount of operating expenses
compared to total expenses. A high ratio indicates that most
expenditures are for operations —leaving the remaining balance
for non -operating costs (such as debt service, capital
improvements, and such). If the non -operating balance is small,
the utility is not likely to meet all its capital -related expenses,
which might cause the system to deteriorate more rapidly.
Financial Assets
Intangible assets such as cash and bank balances.
Growth
The amount, as a percent, a community's demand for water or
wastewater treatment has increased or decreased. This value
will be used to adjust future revenues and expenses.
Inflation
The anticipated rate of increase in the price level of goods and
services.
Interest Rate
A rate that is charged or paid for the use of money. Note: Do
not include a percentage sign.
Level of Service
The characteristics of system performance such as how much,
217

�m
f what nature, and how frequently, with regard to the
7sy
stem'ss service.
Liabilities
The financial obligations for which the utility is responsible.
Maintained According to Factory Recommendation
The frequency of routine maintenance as recommended by the
manufacturer.
Operating Expenses
Total annual cost of operating and maintaining the water or
wastewater utility service. This does not include savings or
future funds withdrawal from capital savings accounts.
Operating expenses include maintenance, equipment, salaries,
wages, benefits, supplies, chemicals, contracts, utilities,
monitoring, testing, emergency, rent, mortgage, insurance,
services, training costs, billing costs, fees, and security costs.
Operating Ratio
Operating Ratio = Operating Revenue / Operating Expense
The operating ratio demonstrates the relationship between
operating revenues and operating expenses. A high ratio
indicates that the organization has operating efficiency by
keeping expenses low relative to revenue.
Original Cost
The amount paid for the initial purchase of an asset.
Probability of Failure
The chance an asset will fail based on the percent of effective
fife consumed and redundancy.
Redundancy
Spare assets that have the ability to do the same job, if a failure
of the primary asset were to occur.
Replacement Cost
How much will it cost to replace the asset, if required today?
Revenue
Funds earned by the system through the sale of sewer or by
other means.
Revenue Surplus/Deficit
The difference between the total cost of doing business and the
funds received from fees, loans and grants, and interest earned
from any accounts. If the result is zero or greater, the utility is
taking in enough money to fully recover Its costs and have a
surplus. If the result is less than zero, the utility will not cover
all costs and therefore will have a deficit.
Risk
The potential for realization of unwanted adverse
consequences or events.
Routine Maintenance Cost
How much does it cost for a single routine maintenance activity
to be performed on the asset?
Sales Ratio
Sales Ratio = Sales / Total Revenue
The sales ratio measures the percentage of total revenue that is
218

11114111 11 • ; RITI IN
made up of sales from operations. A low ratio indicates that the
organization is overly reliant on outside funding.
Savings Withdrawal A fixed amount of money removed from the savings account of
the utility to help pay for capital improvement items or other
planned or unplanned maintenance.
Total Annual Cost of Doing Business The total annual operating expenses plus the required total
annual reserve contributions to reserve funds.
P_au

RESPONSE ACTION PLAN
CiT Y O,r
1891

ORGANIZATIONAL CHART
ROBERT BROWN
(PUBLIC WORKS DIRECTOR)
4
ROBERT SHOE
ERNIE BILLINGSLEY
(BACKUP ORC)
DONNIE CAULDER

SSO Durl*ng Working Hours
SSO Reported
Notified ORC
Contact Crew
Pick Up Needed
Equipment
r
Locate Problem
Determine What
Equipment is Needed
Direct Crew to Problem
Contain Spill and
fix problem area
Clean Up Spill
Report Spill as Needed

PUBLIC SERVICES DEPARTMENT
City of Hamlet
1000 Oakhurst Avenue
PO Box 1229
Hamlet NC 28345
Telephone [phone]
RESPONSE TO SEWER PROBLEMS DURING WORKING HOURS
CALL TO PUBLIC WORKS
WATER & SEWER SUPERINTENDENT
I
FSEWER SUPERVISOR
SEWER MACHINE REPAIR CREW
Public Works receives the initial call regarding the sewer problem.
We obtain all pertinent information about the problem; time, address
(location), etc. The superintendent is notified, then the supervisor (sewer)
to check the problem. An assessment is made which crew is needed to
solve the problem. The crew is notified and called to the site with sewer
drawings to help locate the sewer lines or clean -outs. We try to respond to
each call within a time frame of 60 minutes.

SSO AFTER WORKING HOURS
SSO REPORTED TO
WATER PLANT/POLICE DEPARTMENT
NOTIFY ON -CALL PERSON
24-7
HOME PHONE/CELL PHONE
NOTIFY ORC
REPORT AS NEEDED
"(DWQI ENVIRONMENTAL EMERGENCY I-800-858-0368
LOCATE PROBLEM
DETERMINE WHAT IS NEEDED
CALL HELP
GET EQUIPMENT ON SITE
CLEAR PROBLEM
CONTAIN SPILL
CLEAN UP SPILL
WE HAVE FOUR EMPLOYEES ON CALL.
ROTATING FOR ONE WEEK AT A TIME, SUNDAY THRU SUNDAY.
WHILE ON -CALL THE EMPLOYEE CARRIES A CELL PHONE, NO MORE THAN 30
MINUTES WILL ELAPSE BEFORE A CALL IS RESPONDED TO. THE ON -CALL PERSON
WILL HAVE PHONE NUMBERS FOR OTHER EMPLOYEES IF HELP IS NEEDED.

-� PUBLIC SERVICES DEPARTMENT
City of Hamlet
1000 Oakhurst Avenue
PO Box 1229
Hamlet NC 28345
TELEPHONE [phone]
RESPONSE TO PROBLEMSjAFTER WORKING HOURS
1
POLICE DEPARTMENT 910-582-2551
WATER PLANT 910-582-1117
The person on call is notified by telephone or radio. The person on call
check the problem, making the decision, in regards to the needs of the
problem. He, then, calls in other personnel (if needed) to help rectify the
problem. I
Water & Sewer
Superintendent
Water & Sewer Work Crew
Supervisor
The City of Hamlet has a man on call 24 hours per day, 365 days a year.
Emergency calls come through the Police Department or the Water Plant.
The person on call is then notified. The person responding to the call should
be on site within 30 minutes or less.

PUBLIC SERVICES DEPARTMENT
City of Hamlet
1000 Oakhurst Avenue
PO Box 1229
Hamlet, NC 28345
WEEKLY CALL LIST
PERSONNEL ON CALL WEEKLY
Allen Cox 993-0564
Antonio Smith 220-5280
Alvin Williams 331-3949
Anthony Billingsley 417-7232
PERSONNEL AVAILABLE WHEN NEEDED
Robert Shoe
280-7028
Ernie Billingsley
582-3670
Donnie Caulder
331-4441
Bryan Carter
997-1774
Allen Cox
993-0564
Telephone [phone]
CONTRACTOR ON CALL BILLY BLEDSOE
L&B CONSTRUCTION CO.
MOBILE-1-910-610-3151
MACHINERY ON HAND TRACKHOE-BACKHOE
STRAW SPREADER
CLEAN UP MATERIAL BLANKETS -LIME -DIRT

PHONE NUMBERS
North Carolina Department Of Environment And Natural Resources
Fayetteville Regional Office
Consultant -Inspector Thad Turlington
Consultant -Inspector Kirsten Steninger
CONTRACTORS ON CALL FOR EMERG. SEWER BREAKS
Billy Bledsoe
Samuel Garcia (CEO)
P.O. Box 789
Rockingham, NC 28380
Frank Horne Construction -Kenny
BEAVER REMOVAL
Kevin Myers
(Myers Wildlife Services)
P.O. Box 555
Richfield, NC 28137
LKC Services
Municipal & Industrial Pumping Equipment
Sales & Service Jason Caviness
Cody Caviness
1-910-433-3320
1-910-308-6851
(CELL) 1-910-610-3151
(OFFICE) 1-910-997-5011
(CELL) 1-910-461-0044
(ALT CELL) 1-910-995-2338
(FAX) 1-910-997-2915
1-910-840-9416
1-704-798-0830
1-910-638-1428
1-910-975-9097
One -Call Center (MAIN OFFICE) 1-336-855-5760
Questions -Contact Leslie Brouillard 1-336-854-8597 EXT. 504

EMERGENCY MANAGEMENT PLAN TELEPHONE NUMBERS
2022 D ID 2023
HOME CELL
Robert Shoe
Collection's ORC
280-7028
Ernie Billingsley
Distribution Backup ORC
582-3670
Hamlet Fire Department
582-2441 206-6455
Hamlet Water Plant
582-1117
Hamlet Wastewater Plant
582-6074 995-3381
Bryan Land (County)
(Work)
997-8234
Lee Parrish
895-2488 434-3152
(Rockingham)
Contractors on call for emergency sewer breaks L & B Construction -Billy Bledsoe
910-610-3151
Divison of Water Quality-910-433-3300
Environmental Specialist- Hughie White Hughie White-910-433-3308 (Fayetteville)
Radio Stations to call for emergency spill
WAYN 900 910-895-4041
W LW L 910-997-2526
WKDX 910-582-1997
WCRE 843-320-9343 (CHERAW S.C.)

EMERGENCY MANAGEMENT PLAN TELEPHONE NUMBERS
2023
FIRE
582-2441
POLICE
582-2551
RESCUE SQUAD
582-2441
FIRST HEALTH
RICHMOND MEMORIAL HOSPITAL
ROCKINGHAM
417-3000
NC POISON CENTER 1-800-848-6943
(CHARLOTTE)
RAILROAD EMERGENCIES 1-800-232-0144
TOXIC CHEM. AND OIL SPILLS 1-800-424-8802
NC STATE HIGHWAY PATROL 1-800-572-8765
SBI (RALEIGH) 1-910-486-1262
1-919-622-4500
FBI (CHARLOTTE) 1-704-377-9200
NC NATURAL GAS 1-800-275-6264
24 HR. EMERG. 1-877-427-5325

CONTINGENCY EMERGENCY
RESPONSE PLAN
W.

Program Summary
The City of Hamlet has developed a Contingency Emergency Response Plan to establish
procedures for prioritizing and implementing the Contingency Emergency Response Plan to
address both routine and catastrophic emergencies.
Section 1: Wastewater Collection and Contingency
Emergency Response Plan Components
This section describes the City of Hamlet's Wastewater Collection Contingency Emergency
Response Plan components to be used in emergency situations.
Sewer Overflow Response Plan
The purpose of the City of Hamlet's Overflow Response Plan is to facilitate a prompt and
appropriate response to any sanitary sewer overflow, release, or diversion of wastewater from the
wastewater system. Such events may include, but are not limited to, conditions in the city -
owned collection system such as blockages and/or flow conditions that have the potential for
wastewater backups into buildings, and/or discharges from the collection system designed to
carry waste from the service area to the treatment plant. Discharges may involve manholes,
pump stations, transmission lines, collection lines, or other appurtenances. Sewer backups can
involve large volumes of wastewater and can pose a substantial threat to the receiving surface
water. Maintenance activities to repair sewer pipes can also create excessive sediment that can
impact the storm sewer system.
This plan reflects the procedures established for responding to reports of potential and confirmed
Sanitary Sewer Overflows, and for minimizing the impacts that Sanitary Sewer Overflows and
their related activities have on the environment, local waterways, and the storm sewer system.
Standby Pump/Lift Station Standby Power
The City of Hamlet owns and operates 7 pump stations. The following table lists the pump/lift
stations with an onsite backup generator. Pump stations that do not have an onside generator are
equipped with an automatic transfer switch that allows for hook up to a portable generator in the
event of power failure.
T,ible 1: Pump/Lift Stations with Onsite Backup Generator

Emergency Response Guides
The Emergency Response Guides(ERGs) are formalized Standard Operating Procedures which
include identification of the specific actions staff should take and instructions to operate
equipment and systems. The Emergency Response Guides identify criteria for initiating and
ceasing the emergency activity; identify the appropriate service/repair equipment and sources for
that equipment; and describe the emergency planning and emergency use of the following:
pump/lift station stand-by power (e.g., generators or dual power feeds), portable pumps,
maintenance equipment (e.g., vacuum truck, jet washing truck and/or combination truck), and
each Pump Station.
These Emergency Response Guides have been developed and located for use by personnel.
Table 2: Collection System ERGs
Pump Stations
Pump Station No.
001
ERG Description
Dobbins Heights Pump Station -Wall St.
002
Dobbins Heights Pump Station -Ware St.
003
Hwy 177 North Pump Station
004
Wall's Trailer Park Pump Station
005
Highland Pines Pump Station
006
Hwy 177 South Pump Station
007
Hamlet Middle School Pump Station
Section 2: Public Notification of Emergencies
This section describes the City of Hamlet's Public Notification of Emergencies to be used in
emergency situations.
The Sewer Overflow Response Plan contains criteria developed to be used for immediate
notification to the public and other impacted entities in the event of an emergency caused by a
Sanitary Sewer Overflow, diversion, bypass, or effluent limit violation. The same criteria
developed for the Sewer Overflow Response Plan will be used for the Contingency Emergency
Response Plan.

All confirmed Sanitary Sewer Overflows over 1,000 Gallons will have a City of Hamlet Sanitary
Sewer Overflow Report Form completed and signed by the Field Utilities Supervisor. This report
will be signed and forwarded to the NCDEQ within 5 calendar days.
• Public Notification (Sewer Overflow Response Plan
■ The same procedure would be used for diversion, bypass, and effluent limit
violations which potentially impact the health and safety of the public.
• Temporary Signage (Sewer Overflow Response Plan)
■ The same procedure would be used for diversion, bypass, and effluent limit
violations which potentially impact the health and safety of the public.
2.1 City Staff — Public Notification List (Sewer Overflow Response Plan)
The Sewer Overflow Response Plan has identified by name and phone number the staff members
responsible for public notification.
2.2 Public Contact — Public Notification List (Sewer Overflow Response Plan)
The Sewer Overflow Response Plan provides a list identifying by name and phone number, all
public contacts, including locate media outlets that must be contacted during emergency
situations.
2.3 Public Statements — Staff List (Sewer Overflow Response Plan)
The Sewer Overflow Response Plan provides a statement and identifies personnel that are
authorized to make public statements during emergencies.

III

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In the preparation of this data and map, Lumber River Council of Government (LRCOG) has made every effort offer
and/or illustrate the most current, correct, and clearly expressed information possible.
However, inadvertent errors can occur, and information placed on the map is not intended to replace any official
source. This information is presented "as is" and without warranties, either expressed or implied.
Lumber River Council of Governments, nor the local jurisdiction, assumes any responsibility for decisions made or
actions taken by the user based upon information obtained from herein. The data shown represents existing data
collections, and personal knowledge of jurisdictional staff. Unless otherwise noted, no independent ground survey
was employed by the LRCOG to obtain this data.
Prepared by Lumber River Council of Governments
GIS Services - 2017
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