WQCS00254_Renewal (Application)_20210203

pkWK
community infrastructure consultants
February 2,2021
NCDEQ-DWR
Water Quality Permitting Section—PERCS Unit
PERCS Unit Supervisor
512 N.Salisbury Street,Suite 925
Raleigh,NC 27604
RECEI VED
RE: Town of Fair Bluff,NC FEB 0 3 20Z1
Collection System Permit Renewal
WQCS00254 NCDEQ/DWRINPDEs
To Whom It May Concern:
Attached, please find the required Collection System Permit renewal package for the Town of Fair
Bluff,NC collection system(WQCS00254).This package is comprised of the following information:
1. Completed and Executed Application CSA 04-16
2. Pump Station List
3. Annual Budget for Collection System(included in overall Fair Bluff Budget)
4. Approved Annual Budget
5. Capital Improvement Plan which is part of the Sewer AIA Report
6. Response Action Plan
7. Pump Station Contingency Plan
8. Comprehensive Collection System Map(Letter size copy and flash drive)
There are no potential compliance issues that have been identified as a result of the preparation of
this permit renewal package. It should also be noted that there are no high priority lines within the
Town's collection system.
The Town has just recently completed major upgrades to four(4)of the six(6)stations.These stations
were the remaining above ground facilities and now have been converted to submersible stations.
Additional operational information for these stations is being provided to the Town from the
contractor as a final part of the project close-out. These will be incorporated into the current Action
and Response Plans. The project included the addition of a portable generator as well as generator
hook-ups on all new stations.
300 N.Third Street,Suite 301
Wilmington,NC 28401
Tel.[phone]
www.wkdickson.com Aviation • Water Resources • Community Development • Energy

NCDEQ-DWR/WQCS00254 Renewal
February 2,2021
Page 2
In addition to the collection system maps, all other documents contained in this package have been
added to the attached flash drive. Please don't hesitate to contact me if you have any questions or
need additional information in order to complete your review of this package.
Sincerely,
W.K.Dickson&Co.,Inc.
Angela G.Mettlen
Vice President-Director of Strategic Funding&Regulatory Affairs
Attachments: Town of Fair Bluff,NC Collection System Permit Renewal Package
cc: Town of Fair Bluff
iliDICKSON

TOWN OF FAIR BLUFF
COLLECTION SYSTEM RENEWAL (WQCS00254)
RENEWAL APPLICATION
REC VE.
E6, 0 3 ZOZ1
NCDEQIDWRINPDES

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0400—SYSTEM-WIDE WASTERWATER COLLECTION SYSTEMS
Division of Water Resources INSTRUCTIONS FOR FORM CSA 04-16&SUPPORTING DOCUMENTATION
Documents shall be prepared in accordance with 15A NCAC 02T .0100, 15A NCAC 02T .0400, and all relevant
Division Policies. Failure to submit all required items will necessitate additional processing and review time.
For more information, visit the System-wide Collection System Permitting website:
General—When submitting an application to the Pretreatment,Emergency Response,&Collection Systems(PERCS)Unit,
please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of requested
additional information.
The Applicant shall submit one original and one copy of the application and supporting documentation.
A. Cover Letter
® Submit a cover letter listing all items and attachments included in the permit application package
B. No Application Fee Required
> No application fee is necessary. The permittee will be billed an annual fee upon issuance of the permit
> The appropriate annual fee for systemwide wastewater collection system permits may be found at:
> Annual Non-Discharge Fees
C. System-Wide Wastewater Collection System (FORM: CSA 04-16)Application:
® Submit the completed and appropriately executed System-wide Wastewater Collection System (FORM: CSA 04-
16) application. Any unauthorized content changes to this form shall result in the application package being
returned. If necessary for clarity or due to space restrictions, attachments to the application may be made,as long
as the attachments are numbered to correspond to the section and item to which they refer.
❑ If the Applicant Type in Section I.3 is a Privately-Owned Public Utility, provide the Certificate of Public
Convenience and Necessity(CPCN)from the North Carolina Utilities Commission demonstrating the Applicant is
authorized to hold the utility franchise for the area to be served by the wastewater collection system,or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area
or that franchise approval is expected.
❑ If the Applicant Type in Section I.3 is a corporation or company, provide documentation if it is registered for
business with the North Carolina Secretary of State.
D. General Information:
> The Authorized signing official listed in Section I.4 should match with that of the Applicant certification page in
accordance with 15A NCAC 02T .0106(b). Per 15A NCAC 02T .0106(c), an alternate person may be designated
as the signing official if a delegation letter is provided from a person who meets the criteria in 15A NCAC 02T
.0106(b).
> NOTE - Public Works Director's are not authorized to sign this permit application according to the rule
unless they are delegated.
INSTRUCTIONS FOR APPLICATION CSA 04-16&SUPPORTING DOCUMENTATION Page 1 of 5

E. Summary of Attachments Required:
® Instruction A: Cover Letter
® Instruction C: Application
® Instruction C: OwnershipDocumentation(i.e.CPCN)(If necessary)(N/A)
Instruction D: Delegation Letter(If necessary for signing official)(N/A)
• Section IV.3 Pump Station List
® Section IV.4 High Priority Lines List(N/A)
® Section V.4 Annual Budget for Collection System(Updated and Approved)
® Section V.6 Capital Improvement Plan(Updated and Approved)(part of Sewer
Assessment Plan)
• Section VI.2 Response Action Plan
• Section VI.4 Contingency Plan
® Section VI.6 Comprehensive Collection System Map
® Section VII Note Any Potential Compliance Issues(No Issues)
THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS,SHOULD BE SENT TO:
NCDEQ-DWR
Water Quality Permitting Section
PERCS UNIT
By U.S.Postal Service: By Courier/Special Delivery:
Attn: PERCS Unit Supervisor 512 N.SALISBURY ST.Suite 925
1617 MAIL SERVICE CENTER RALEIGH,NORTH CAROLINA 27604
RALEIGH,NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
INSTRUCTIONS FOR APPLICATION CSA 04-16&SUPPORTING DOCUMENTATION Page 2 of 5

I. APPLICANT INFORMATION:
1. Applicant's name(Municipality,Public Utility,etc):Town of Fair Bluff,NC
2. Facility Information: Name: Town of Fair Bluff Collection System Permit No.:WQCS00254
3. Applicant type: ®Municipal ❑ State ❑Privately-Owned Public Utility
❑County ❑ Other:
4. Signature authority's name:Billy Hammond per 15A NCAC 02T.0106(b)
Title:Mayor
5. Applicant's mailing address:PO Box 157
City:Fair Bluff State:NC Zip:28439-0157
6. Applicant's contact information:
Phone number:[phone] Fax number:[phone] Email address:townoffairbluff(c irsnet.org
II. CONTACT/CONSULTANT INFORMATION:
1. Contact Name:Angela G.Mettlen/Carter Hubard,PE
2. Title/Affiliation:Vice President-Dir.of Strategic Funding&Reg Affairs/VP-Wilmington Regional Office Manager
3. Contact's mailing address:300 N.Third Street,Suite301
4. City: Wilmington State:NC Zip:28401-
5. Contact's information:
Phone number:[phone] Fax number:( ) - Email address:[e-mail]
III. GENERAL REQUIREMENTS:
1. New Permit or Permit Renewal? El New ®Renewal
2. County System is located in Columbus County
3. Owner&Name of Wastewater Treatment Facility(ies)receiving wastewater from this collection system:
Owner(s)&Name(s):Town of Fairmont
4. WWTF Permit Number(s): NC5500086
5. What is the wastewater type? 100%Domestic Ior 0%Industrial(See 15A NCAC 02T.0103(20))
Is there a Pretreatment Program in effect?❑Yes or®No
6. Wastewater flow: 1.75 MGD(Current average flow of wastewater generated by collection system)
7. Combined permitted flow of all treatment plants: N/A MGD
8. Explain how the wastewater flow was determined:❑ 15A NCAC 02T.0114 or®Representative Data
9. Population served by the collection system:594
IV. COLLECTION SYSTEM INFORMATION:
1. Line Lengths for Collection System:
Sewer Line Description Length
Gravity Sewer 53,217(miles)
Force Main 10,991 (miles)
Vacuum Sewer 0(miles)
Pressure Sewer 0(miles)
APPLICATION CSA 04-16 Page 3 of 5

2. PumpStations for Collection System:
Y
Pump Station Type Number
Simplex Pump Stations(Serving Single Building) 0
Simplex Pump Stations(Serving Multiple Buildings) 0
Duplex Pump Stations 6
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.
The Town has two(2)contract operators and one(1)Public Works employee,that coordinates with the contract collection
system operators on a daily basis.He and the contract operators report to the Town Administrator,who in turn reports to the
Mayor. Fair Bluff also has a contractor on call for emergencies that the primary and backup operators cannot handle.It
should be noted that the Town recently completed a major pump station project through which upgraded four(4)of the
Town's stations to new submersible pump stations.
2. Indicate the current designated collection system operators for the collection system per 15A NCAC 08G.0201
Main ORC Name: Ronnie Seals Certification Number:987420
Back-Up ORC Name: Kevin Taylor Certification Number: 1000357
See the"WOCS Contacts and ORC Report"for a current listing of the ORC(s)the Division has on file for WQCS permit
3. Approximate annual budget for collection system only: $60.170.50
4. Submit a copy of your current annual budget.
5. Approximate capital improvement budge for the collection system only: $ 15,000.00
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:
N/A
APPLICATION CSA 04-16 Page 4 of 5

VI. COLLECTION SYSTEM COMPLIANCE:
1. Is a Response Action Plan currently in place® Yes or El 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.
If no,Indicate a Typical
Permit Condition Current
Compliance? Compliance Compliance
Date 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.
I(6)—Three to five year current Capital Improvement Plan. ® Yes ❑No
12— 18 mo.
1(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 El No 3—6 mo.
II(5)—Spare pumps for any station where one pump cannot
handle peak flows alone(in a duplex station,the 2nd pump is ® Yes
the spare if pump reliability is met). 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 El No I 0%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):
N/A
VII. APPLICANT'S CERTIFICATION per 15A NCAC 02T.0106(b):
I,Billy Hammond attest that this application for Town of Fair Bluff Collection System
(Signature Authority's Name&Title from Item 1.4)
(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 penalties up to$25,000 per violation.
Signature: /6iZ G...Q l
C/1-: .„/ Date: (
APPLICATION CSA 04-16
Page 5 of 5

TOWN OF FAIR BLUFF
COLLECTION SYSTEM RENEWAL (WQCS00254)
PUMP STATION LIST

f
Town of Fair Bluff Pump Station List(WQCS00254)
January 2021
Pump Station Information
Causey Pump Station(recently upgraded)
Location: Causey Rd,Fair Bluff, NC
Alarm Type: Audible,Visual
Pump Reliability: Duplex pumps;Primary&Back-up pump each designed to convey the
peak hourly flow with the other out of service
Reliability source: Portable diesel generator
Capacity of station: -20-30 gpm
76 West Pump Station (recently upgraded)
Location: Hwy 76W,Fair Bluff,NC
Alarm Type: Audible,Visual, Cellular Autodialer
Pump Reliability: Duplex pumps;Primary&Back-up pump each designed to convey the
peak hourly flow with the other out of service
Reliability source: Portable diesel generator
Capacity of station: 100 gpm
Elm St Pump Station(recently upgraded)
Location: 479 Elm St,Fair Bluff,NC
Alarm Type: Audible,Visual,Cellular Autodialer
Pump Reliability: Duplex pumps;Primary&Back-up pump each designed to convey the
peak hourly flow with the other out of service
Reliability source: Portable diesel generator
Capacity of station: 150 gpm
Sunset Pump Station (recently upgraded)
Location: 163 Sunset Dr,Fair Bluff,NC
Alarm Type: Audible,Visual,Cellular Autodialer
Pump Reliability: Duplex pumps;Primary&Back-up pump each designed to convey the
peak hourly flow with the other out of service
Reliability source: Portable diesel generator
Capacity of station: 150 gpm
Dead End Pump Station
Location: Intersection of Dead End W&Orange St Extension,Fair Bluff,NC
Alarm Type: Audible,Visual,Cellular Autodialer
Pump Reliability: Duplex pumps;Primary&Back-up pump each designed to convey the
peak hourly flow with the other out of service
Reliability source: Portable diesel generator
Capacity of station: 100 gpm

Old Main Pump Station
Location: 721 Railroad St Fair Bluff, NC
Alarm Type: Audible, Visual, Cellular Autodialer
Pump Reliability: Triplex pumps;Designed to pump peak hourly flow with one pump out of
service
Reliability source: Permanently mounted onsite diesel generator
Capacity of station: 600 gpm

TOWN OF FAIR BLUFF
COLLECTION SYSTEM RENEWAL (WQCS00254)
ANNUAL BUDGET WITH BUDGET FOR COLLECTION SYSTEM

'12:05 PM -
• Town of Fair BluffWater & Sewer
12/21/20 Profit & Loss Budget vs. Actual
Accrual Basis July through November 2020
t.r.
Jul-Nov 20 Budget $Over Budget
Income •
3032900•Interest Earned-Investments 59.61 0.00 59.61
3037101 •Water Revenue 26,715.99 58,052.00 -31,336.01
3037102•Sewer Revenue 81,362.05 168,831.00 -87,468.95
3037103•Late Water Fees 505.44 0.00 505.44
3037104•Late Sewer Fees 1,010.83 3,160.00 -2,149.17
3037500•Reconnect Fees 2,760.60 6,147.00 -3,386.40
3038100•FEMA Grant 0.00 0.00 0.00
3038400•Grant Revenue 0.00 110,500.00 -110,500.00
3039902•Other(Appropriated Re) -1,573.59 100.00 -1,673.59
Total Income 110,840.93 346,790.00 -235,949.07
Expense
3060000•Interest Expense-Debt Service 0.00 0.00 0.00
3060002•Principal-Debt Service 0.00 0.00 0.00
3081011 •Postage 730.00 2,380.00 -1,650.00
3081013•Electricity 12,021.23 36,411.00 -24,389.77
3081014•Utilities-Fairmont 115,722.52 226,449.00 -110,726.48
3081020•Wastewater Treatment 1,985.90 0.00 1,985.90
3081033•Supplies&Materials 4,717.03 20,000.00 -15,282.97
3081045•Contracted Services 4,599.58 25,970.00 -21,370.42
3081057•Miscellaneous 0.00 1,000.00 -1,000.00 •
•
3081110•Telephone 1,301.59 2,400.00 -1,098.41
3081310•Fuel Purchase 0.00 0.00 0.00
3081530•Dues&Subscriptions 1,175.00 2,180.00 -1,005.00
3081550•Repairs/Maint-Equipment 14,911.98 30,000.00 -15,088.02
Total Expense 157,164.83 346,790.00 -189,625.17
it ,,
Net Income -46,323.90 0.00 -46,323.90
/- 0 to
)
-cea,.1-,-,e.-4- P l —� - fe. 30 to I � Vie,,,, [zA,,, be va� ,
Ftese
cva- Ow\ ,o,--b----Vc-A,-8-1-c,osts,
soy w 1 '1s Cn1keot-ram? �2res , es`t,'M,
I.0 c n t 61(eC(ia.
Page 1

TOWN OF FAIR BLUFF
COLLECTION SYSTEM RENEWAL (WQCS00254)
CAPITAL IMPROVEMENT PLAN

Town of Fair Bluff
Sewer Asset InventorY and
Assessment
Prepared for the
Town of Fair Bluff
Project No.: 20170088.00.RA
Issue Date: January 4, 2019
M,IRRL
f
7hi,.
.1. 1
451+ aia tx04.
TOWN OF FAIR BLUFF
t %%%%%%^m1.�41t
1175 Main Street / N...........
Fair Bluff, NC 28439 Q 'iessio�9
c SEAL `' \q
0274
W.K. DICKSON & CO., INC. „ .••'
300 N. Third Street, Suite 301 • HE-\'�
Wilmington, North Carolina 28401
(t) 910-762-4200
www.wkdickson.com
NC License No. F-0374

Fair Bluff Sewer AIA Report
Table of Contents
I. Executive Summary 2
Table ES-1.Inventory and Assessment Summary 3
Table ES-2.Prioritized Recommendations Cost Estimate 3
II. Project Overview 5
Figure 1: AIA Project Area Overview 6
III. System Inventory 7
Table 1.Town of Fair Bluff-Manholes Inventoried 8
Table 2.Town of Fair Bluff-Gravity Mains Inventoried 8
Figure 2.Town of Fair Bluff-Estimated Asset Installation Date 9
IV. Manhole Condition Assessment 10
Table 3.Manhole Inspection Condition Summary 11
Table 4.Manholes Not Inspected 15
V. Pipeline Condition Assessment 16
Table 5.Fair Bluff AIA Project Area-CCTV Inspection Summary 16
Table 6.Fair Bluff AIA Project Area-Inspected Gravity Mains by Diameter 21
Table 7.Fair Bluff AIA Project Area-Inspected Gravity Mains by Material 21
Table 8.Fair Bluff AIA Project Area-Inspected Gravity Mains by Estimated Age 21
Table 9.Fair Bluff AIA Project Area-Gravity Mains Not Inspected 22
VI. Summary of Findings and Prioritized Project Needs 23
Table 10.Manhole Prioritized Recommendations Cost Estimate 25
Table 11.Pipeline Prioritized Recommendations Cost Estimate 28
VII. Funding Options for Prioritized Projects 33
Summary 33
Community Development Block Grant Program 35
State Project Reserve Program 35
Clean Water State Revolving Fund Program 36
APPENDIX A 38
Appendix-Manhole Survey Point File 39
Appendix-Estimated Manhole Locations 41
PikW1< Town of Fair Bluff,NC
D I C I<SCJ N s Project o. January 4,2 A
19
Issue Date: 4,2019
Page 1

Fair Bluff Sewer AIA Report
I. Executive Summary
The Town of Fair Bluff (Town) received an Asset Inventory and Assessment (AIA) Grant from
the NC Department of Environmental Quality-Division of Water Infrastructure (DWI) to locate
and assess the condition of the Town's wastewater assets to more effectively prioritize capital
improvement projects and improve the efficiency of utility operations. Construction is currently
underway, by others, for the rehabilitation of high priority areas previously identified in the
Town's 2002 I/I study. Rehabilitation of this area of Town is being funded through the CDBG-
Infrastructure Program and is referred to as the CDBG Area.This AIA Project focuses on the rest
of the collection system within the Town's service area.
The goals of this AIA Project were to inventory and assess the condition of the Town's remaining
collection system assets and compile relevant asset attribute information into a consolidated GIS
database that will be hosted and updated by the Cape Fear Council of Governments(COG), and
subsequently prepare a list of prioritized capital and operations and maintenance(O&M)project
needs for the Town's sewer system.
As summarized in Table ES-1, this AIA Project was successful in locating all the Town's
manholes and gravity mains within the Project Area, by surveying -80% of them and
estimating/calculating the location of the remaining assets.The condition of the collection system
was assessed for roughly 80% of the assets within the project area. The condition assessment
revealed that the majority of the manholes are in good condition and require only heavy cleaning
or routine maintenance, and most of the inspected gravity mains require only minor repair,
cleaning, or no action. All asset information has been incorporated into a GIS database and
transmitted to the Cape Fear COG for database hosting and management with the Town.
W �/{/�► JI< Town of Fair Bluff,NC
n' Project No.20170088.00.RA
DIC I j SO J Issue Date:January 4,2019
Page 2

Fair Bluff Sewer AIA Report
Table ES-1. Invento7 and Assessment Summa
eWn s on
Asset Category System Total AIA Area Total
Assessed
Manholes 210 131 80%
Gravity Mains 53,306 LF 32,374 LF 82%
For those assets in need of repair,maintenance,or replacement,WK Dickson estimated the costs
to complete the recommendations for the Town's use in prioritized capital and O&M budget
planning.Table ES-2 summarizes the estimated total project costs to complete the higher priority
recommendation(risk ranking of 3-5)and the lower priority recommendations(risk ranking of 0
to 2). A range has been presented for those recommendations that include an alternate repair,
such as pipe replacement rather than rehabilitation.
Table ES-2. Prioritized Recommendations Cost Estimate
Reco
Asset Category Alternate Repair
Re
Manholes
Total for High Priority Recommendations $106,200 -
Total for Lower Priority Recommendations $44,800 -
Total Manhole Recommendations $151,000 -
Gravity Mains
Total for High Priority Recommendations $2,320,800 $3,460,300
Total for Lower Priority Recommendations $154,700 -
Total Gravity Main Recommendations $2,475,500 $3,615,000
Based on the findings from this Asset Inventory and Assessment Project, and the cost estimates
provided,WK Dickson recommends the following prioritized needs:
V
/► IK Town of Fair Bluff,NC
V Project No.20170088.00.RA
DI(KSO N Issue Date:January 4,2019
Page 3

Fair Bluff Sewer AIA Report
1. Explore funding options with DWI to fund the high priority recommendations, or all
recommendations if funds allow.
2. Review the repair recommendations and alternate replacement recommendations along
Main Street and determine if there are any short or long-term roadway improvements
planned which may enable more efficient repair and/or funding alternatives.
3. Plan for and conduct annual cleaning and CCTV inspections system-wide (minimum of
5,330 linear feet per year or 10% of collection system) beginning with the highest risk
areas.
4. Work with the COG to continually update the asset data and inventory as capital projects
and maintenance items are completed.
�/�/
'� /� l< Town of Fair Bluff,NC
Project No.20170088.00.RA
1111.D I C I(S V 1 J Issue Date:January 4,2019
Page 4

Fair Bluff Sewer AIA Report
II. Project Overview
The Town of Fair Bluff (Town) received an Asset Inventory and Assessment (AIA) Grant from
the NC Department of Environmental Quality—Division of Water Infrastructure(DWI)to locate
and assess the condition of the Town's wastewater assets to enable more effective prioritization
of capital improvement projects and improve the efficiency of the utility operations.The Town's
biggest challenge is becoming self-sufficient.In an effort to overcome this challenge, the Town is
focusing on inflow and infiltration reduction,pump station upgrades, and the development of a
long-range capital improvement plan.
Construction is currently underway, by others, for the rehabilitation of the high priority areas
previously identified in the Town's 2002 I/I study. Rehabilitation of this area of Town is being
funded through the CDBG-Infrastructure Program. This AIA grant focuses on the rest of the
collection system, located outside of the CDBG Area. This area shall be identified as the AIA
Project Area,as shown in Figure 1.
The focus of this project for WK Dickson was to 1) inventory the Town's remaining collection
system and compile relevant asset attribute information from all sources into a consolidated GIS
database; 2) inventory the pump station assets; 3) assess the condition of the Town's collection
system;and 4)utilize all of the information to prepare a list of prioritized capital and operations
and maintenance(O&M)project needs for the Town's sewer system.The AIA grant also includes
funds for the Cape Fear Council of Governments(COG)to host the GIS database for quick access,
editing, and updating.
DW I< Town of Fair Bluff,NC
Project No.20170088.00.RA
DI<, N Issue Date:January 4,2019
Page 5

Fair Bluff Sewer AIA Report
Figure 1: AlA Project Area Overview
MHN4 MH112 MH117
- ! -0—Q�MH107 MH115
MH110
MH139 i ,.,_-._.� M0� 8 i 0 MH215 f
MH109 - i
MH138 ,ti ...� '�� ,-.. ..� MH214
��`i 1 MH106 MH108
ils..00
♦ P56: _
3 ♦ �� � .�.
♦ s u cvsvN sT `
♦ ..ENPY ST
�
T.
:it10(JE�L$I
.., _.
H ,p 1 T S t= MN240 , MH250
MH154 a.FwsT 4 J
it
MH141 MH153 # S4 _ —fir—
MH239
MH147
MH152 ' 1 MH236 =„ MH237
MH143It
,a,
MH 148 MH156 bMH066 MH238
MH142 2 "b MH128 1 H234
` M
MH149 MH146 ' ,sT
t � ` MH122 If 1MH178 w MH179 MH186 MH233 MH231 MMH232
MH144 t42 MHiSB MH13 MH134 MH181
is MH150 ! MH131 MH136 bMH135 H182u H163 MH2 MM228
MH145 MH158 MH125 MH132 MH1 MH177 MH189 MH229 MH220 '
` MH161 MH188 MH180
MH174 MH185 H187 MH227
, Pa winMH218
\ MH170 I, MH162 MH173 #AH196 MH21
MH243 1, MH764 MH19T MH2 MH22
\ MH1690,r ® MH163 MH176 ' PS 5 MH172 H191 MH222-`
MH165 MH194 3 MH221
1 �� M H 164 ("LAD ENO W # MH225•s. MH226
MH168 MH164Abs MH18 MH195MH193 MH224
MH2O4
/
MH 166
r MH198
/ MH167 MH2O1
�' MH171 BERRY sT
MH244 MH205A
MH203 MH200
1 MH244A —. MH212 Legend
MH1718 MH2O5 9
/ - _ MH202 Manhole
/ MH246 I rlGana
MH210
t MH171A / _ "> --. MH2O2A MH211 ® ^'
O xr.mvmr.
/ MH246A t,,,,,v..a, / ~`` y •
„c�� MH2O 0 40 O W.a
p MH245 ' `- _ 1 O a. -e'
MH247 - /r MH207 0 :nw.a.
i - - H2O8 - -Fame Ma,
i MH248
Gravity Main
--..� C�lG Ana
MH249 �. .♦...CCTVC3u
- mead 9.CCTV Din
t i 71 Tm,n,r.s
-"-ter -r- -i -V =._-..
300 soo Town of Fair Bluff, NC F,,R
I Feet AIA Project Area Overview II* Vl !PAW(
1 inch=600 feet .r DICI<SON
Figure 1
1111k / Town of Fair Bluff,NC
Y Y �� Project No.20170088.00.RA
jV I c I(S c N Issue Date:January 4,2019
Page 6

Fair Bluff Sewer AIA Report
III. System Inventory
The first goal of this project was to inventory the Town's collection system and incorporate the
asset attribute information into a GIS database. Many of the historical plans and maps of the
Town's sewer system were destroyed when Town Hall was flooded by Hurricane Matthew, so
the Town no longer had a record of their sewer assets.
WK Dickson first developed a preliminary system map using documents salvaged from the flood,
Town input, CDBG rehabilitation area design plans by others, and available GIS data. System
assets were estimated using this preliminary information, and where possible, the data was
updated by field surveying the entire collection system and pump stations within the AIA project
area to more precisely locate the assets and assess their condition.
In addition to the field surveying effort, CCTV was performed on the gravity mains located
within the AIA project area, and this asset information was added to the system inventory.
All of the pump stations are being rehabilitated or upgraded as part of the Wastewater Pump
Station Flood Resiliency Project. Existing asset information obtained from this AIA Project was
used in designing the pump station upgrades,and the as-built plans will be provided to the COG
for inclusion in the GIS database.
To estimate asset age,the Town provided historical maps and system knowledge of approximate
install dates. The Fair Bluff, NC Sewer System map dated December 1967 was provided by the
Town,showing existing and proposed gravity mains and force mains,and the Wastewater Record
Map — Town of Fair Bluff was provided dated June 6, 1979. Town operations and maintenance
personnel then supplemented this information with their historical knowledge,and WK Dickson
compiled this information and added the estimated install date of assets to the system inventory
database.
W I< Town of Fair Bluff,NC
Project No.20170088.00.RA
WI DICKSON Issue Date:January 4,2019
Page 7

Fair Bluff Sewer AIA Report
Tables 1 and 2 summarize the system inventory results,which documents the assets located via
survey by WK Dickson, or estimated through historical records and GIS data. To provide a
complete record of all the Town's assets, these tables also include asset information from the
CDBG Design Upgrade Plans (dated September 9, 2016), even though the CDBG area is not
included within the scope of this AIA Project Area.Appendix A contains the survey point file for
the surveyed manholes, as well as manhole locations that were estimated, documenting each
manhole along with northing and easting.
Table 1. Town of Fair Bluff—Manholes Inventoried
• ole Ca "o Qu.
Location Surveyed 103
Location Estimated 28
Total Manholes in AIA Project Area 131
CDBG Project Area(by others) 79
Total Manholes in System 210
Table 2. Town of Fair Bluff-Gravi Mains Inventoried
Gr•
Inspected(CCTV Condition Assessment) 110 26,591
Located Only 20 5,783
Total GMs in Project Area 130 32,374
CDBG Project Area 79 20,932
Total GMs in System 209 53,306
Figure 2 summarizes the estimated install date that was used to determine asset age in the GIS
asset inventory database.
/� l< Town of Fair Bluff,NC
�/�/ �1,� � Project No.20170088.O0.RA
D I( F(S O 1 V Issue Date:January 4,2019
Page 8

Fair Bluff Sewer AIA Report
Figure 2. Town of Fair Bluff Estimated Asset Installation Date
•
`�'- MH114 MH112 MH117
-� �____.._ MH107
MH213 MH110
MH139 �`,��':" ��' MHi ® MH215 P5-4
MH138 ,i" �" l, MH109 MH214 `
4166
MH137 i O6 MH108 \, 9 ,
�`♦ PS-6`
s.
•
1`
003 � .
......." -..''''' \ .•
i
1 k
s z :,, \:
; Y MH240 .;.5 MH250
MH154 «, I 1
MH141 a. ..,. ._ _. ._. --- - MH239
MH153 ' • -..
MH236 .
MH147 MH152 - ,'�""'` y MH237
••••••-"" \
MH148 MH143 ��/- MH238
MH142 2 • MN156 MH129 MH066 s MH234
MH149 MH146 • MH186
•
MH122 MH179 MH233 MH231 MH235
_ - MH17• MH232
MH144' MH242 MH159 MH131 MH13iMH136 MH134 MH136 MH181 y MH230'''
MH150 -- MH228
MH192 MH783 MH229
MN125 MH132 MH177 MH189
MN145 . ' MH158 ®, MH13 .MH220 `
\ MH161 MH168 MH190
MH174 MH175 MH185 MH187 MH219 MH227
\ MH170 MH162 MH173 + MH196 MH184 MH197 MH217 MH21: ,,
MH243 I. • MH223
•
\ ® MH163 ♦ • - MH222..
\ MH169� �- MH176 ` MH172 1 --MH191
PS-5
MH165
/ MH164 *VI MH194 S3 MH22MH225 •. MH226
j: MH168 `', H164A _ MH195MH79 MH198 . MH204 MH224
''
j' MH166 MH199 --
s MH167 • MH2O1 Legend
j' MH171 arFRvbT $ .=z.e
MH203 ' MH200
MH244 cneau.,
j MH244A . • ,. MH205A,,
MH212 ® o.euw
MH171B MH205
' MH246 • . .-. MH2O2
I 0
MH210 O smvee
q MH171A MH202A-, 0 raped.
MH211 Gravity Main
I wife.�`
• MH246 - s,,,,„y
/ MH247 --
MH2O7 a,aah, y
I a H208 .m... Wee emmw-ir.2
k . MH246
�m.*..xmaa-evx
.00mno mo an-IPa-zsa
MH249 _
® wro mean
}tt
.Dec wgw�w
l
0 300 600 Town of Fair Bluff, NC ,,.L f
-lam
*.. Feet Estimated Asset Installation Date *.� �i'DCKSON
1 inch=600 feet
Figure 2
OK` 'K Town of Fair Bluff,NC
illP DICKSON Project o.2anuar 4,20A
19
Issue Date:January 4,2019
Page 9

Fair Bluff Sewer AIA Report
IV. Manhole Condition Assessment
The Town of Fair Bluff's collection system currently has a total of 131 manholes located in the
AIA Project Area.WK Dickson attempted to inspect all of these manholes,but 26 were not able
to be inspected.Most of these inaccessible manholes(22)were confirmed by CCTV footage to be
buried. One manhole directly upstream of the Sunset Drive pump station was surcharged, and
thus inaccessible for inspection. Two other manholes were not able to be opened as they were
paved over, and one other manhole was found to be abandoned. The 105 manholes that were
inspected for condition represent approximately 80% of the manholes within the AIA Project
Area.
WK Dickson's manhole inspections included photographs taken of the manhole interior in plan
view, showing the general arrangement of the incoming and outgoing sewers, manhole walls,
and other appurtenances. The inspection crew documented the types of defects within the
manholes. The manhole chimney, cone, wall, bench, and channel were inspected for structural
integrity,signs of rainfall derived inflow and infiltration,and the presence of roots.The resulting
inspection documentation followed the latest version of the NASSCO MACP format. The
NASSCO coding system, along with a review of inspection pictures, were used to score and
prioritize the manhole assets that were inspected.
Most of the inspected manholes were found to be 48" in diameter, while seven of the manholes
were 36" in diameter. The wall materials were predominantly concrete, with twelve of the
inspected manholes brick.
Table 3 provides a summary of the findings of the manhole inspections and assigned risk levels,
with 5 being the highest risk of failure, along with recommendations. Table 4 summarizes the
status of the manholes that were not inspected, along with their recommendations.
WTown of Fair Bluff,NC
E I(sc Project o.2anuar 4, .RA
2019
Issue Date:January 4,2019
Page 10

Fair Bluff Sewer AIA Report
Table 3. Manhole Ins ection Condition Summa
MH Surface R , r
Issues Recommended Repair
Number Condition Risk
MH106 Concrete Deposits Channel& Bench (50%) Clean MH 5
MH109 Asphalt Encrustation (90%), Object in MH Clean MH 5
MH115 Gravel Frame Offset, Rags (70%)- Bench Replace MH Fra�H&Cover; Clean 5
Cleanout&Treat Roots;Apply 1"
MH138 Grass/Dirt WI -Medium Roots top to bottom 5
Cementitious Coating
MH161 Asphalt Deposits (80%), Intruding tap Clean MH 5
MH167 Asphalt Deposits (50%)- Bench & Channel Clean MH 5
Surface Aggregate Visible, Replace MH Frame& Cover; Clean
MH171 Grass/Dirt Surcharged, Frame Offset MH;Apply 1" Cementitious Coating 5
MH172 Asphalt Deposits (80%)- Bench Clean MH 5
MH173 Asphalt Deposits (40%)- Bench & Channel, Clean MH 5
Frame Offset
MH176 Grass/Dirt Deposits (60%); No Bench& invert Replace MH 5
MH207 Grass/Dirt Frame Offset, Deposits (50%) - Replace MH Frame &Cover; Clean 5
Channel MH
Joint Separated Medium; Deposits Apply 1" Cementitious Coating; Clean
MH209 Asphalt 5(10%) -Channel MH
MH213 Asphalt Deposits (85%)-Channel Clean MH 5
MH215 Asphalt Deposits (70%)-Channel Replace MH 5
MH217 Asphalt Deposits (60%)-Channel Clean MH 5
MH249 Grass/Dirt Deposits(70%)-Channel Clean MH 5
MH129 Asphalt Weeper, Deposits (10%)- Bench Point Repair,Clean MH 4
MH142 Asphalt Root Ball Lateral,Surface Aggregate Cleanout&Treat Roots;Apply 1" 4
Visible, Deposits (10%)-Channel Cementitious Coating
o Replace MH Frame& Cover; Clean
MH166 Grass/Dirt Offset; Obstruction-Channel (60%) MH 4
MH163 Asphalt Hole-Void Visible Point Repair 4
Frame Offset, Intruding Service, Replace Frame &Cover; Remove
MH175 Asphalt 4
Metal Object Obstacle
Deposits (10%)- Bench; Surface
MH191 Grass/Dirt Aggregate Visible Apply 1" Cementitious Coating 4
Deposits (10%)- Bench; Surface
MH196 Grass/Dirt Aggregate Visible Apply 1" Cementitious Coating 4
Deposits (10%) - Bench; Surface Replace Frame &Cover;Apply 1"
MH199 Grass/Dirt 4
Aggregate Visible; Frame offset Cementitious CoatingPitk
Town of Fair Bluff,NC
Project No.20170088.00.RA
Issue Date:January 4,2019
Page 11
1

Fair Bluff Sewer AIA Report
Number Condition
Bra.al
MH218 Asphalt Deposits (30%)-Channel& Bench Clean MH 4
MH227 Asphalt Deposits (30%)-Channel& Bench Clean MH 4
MH117 Asphalt Frame Offset; Deposits(20%)-Bench Replace MH Frame& Cover 3
MH141 Asphalt Joint Separated; Deposits Attached Point Repair-Seal Joint 3
Ragging
MH181 Asphalt Object Built into Structure Pipe not impeding flow. Monitor 3
MH187 Asphalt Joint Offset Medium Point Repair-Seal Joint 3
MH202 Grass/Dirt Frame Offset;Joint Separated Replace MH Frame&Cover; Point 3
Medium Repair-Seal Joint
MH221 Grass/Dirt Deposits (30%)-Channel& Bench Clean MH 3
MH236 Asphalt Deposits (30%)-Channel No Rehab/Maintenance Schedule 3
MH238 Grass/Dirt Deposits (30%)-Channel No Rehab/Maintenance Schedule 3
MH247 Asphalt Deposits(30%)-Channel No Rehab/Maintenance Schedule 3
MH248 Grass/Dirt Frame Offset; Hole-Void Visible Replace Frame&Cover,Point Repair 3
MH136 Asphalt Deposits(20%)- Bench No Rehab/Maintenance Schedule 2
MH214 Asphalt Deposits OBN (20%)-Bench No Rehab/Maintenance Schedule 2
MH245 Concrete Frame Cracked Replace Frame&Cover 2
MH110 Concrete Deposits (10%)-Bench No Rehab/Maintenance Schedule 1
MH131 Asphalt Metal Obstacle (5%) Obstacle not impeding flow. Monitor 1
MH143 Asphalt Deposits (10%)-Bench&Channel No Rehab/Maintenance Schedule 1
MH144 Grass/Dirt Deposits(10%)-Bench No Rehab/Maintenance Schedule 1
MH145 Grass/Dirt Deposits (10%)-Channel No Rehab/Maintenance Schedule 1
MH147 Asphalt Deposits (10%)-Bench &Channel No Rehab/Maintenance Schedule 1
MH148 Asphalt Deposits(10%)-Channel No Rehab/Maintenance Schedule 1
MH150 Asphalt Deposits(10%)-Channel No Rehab/Maintenance Schedule 1
MH152 Asphalt Deposits (10%)-Channel No Rehab/Maintenance Schedule 1
MH153 Asphalt Deposits (10%)-Channel No Rehab/Maintenance Schedule 1
MH154 Asphalt Deposits (10%)-Channel No Rehab/Maintenance Schedule 1
MH156 Grass/Dirt Deposits (10%)-Bench No Rehab/Maintenance Schedule 1
MH158 Asphalt Deposits (10%)-Channel No Rehab/Maintenance Schedule 1
MH162 Asphalt Deposits (10%)-Bench No Rehab/Maintenance Schedule 1
MH174 Asphalt Deposits(10%)-Bench & Channel No Rehab/Maintenance Schedule 1
MH177 Asphalt Deposits (10%)-Channel No Rehab/Maintenance Schedule 1
MH179 Asphalt Deposits(10%)-Channel No Rehab/Maintenance Schedule 1
MH186 Grass/Dirt Deposits(10%)-Channel No Rehab/Maintenance Schedule 1
Ink �/
J� 1< Town of Fair Bluff,NC
�/ ` Project No.20170088.O0.RA
ilir D I G KSO 1 J Issue Date:January 4,2019
Page 12

Fair Bluff Sewer AIA Report
MH Surface Issues Recommended Repair
Number Condition Risk
MH188 Asphalt Deposits (10%)-Channel No Rehab/Maintenance Schedule 1
MH189 Asphalt Obstruction Channel Obstruction not impeding flow. 1
Monitor
MH190 Asphalt Deposits (10%)-Channel No Rehab/Maintenance Schedule 1
MH192 Grass/Dirt Deposits (10%)-Bench No Rehab/Maintenance Schedule 1
MH193 Asphalt Deposits (10%)-Channel No Rehab/Maintenance Schedule 1
MH195 Grass/Dirt Deposits (10%)-Channel No Rehab/Maintenance Schedule 1
MH2O1 Asphalt Deposits(10%)-Bench No Rehab/Maintenance Schedule 1
MH203 Grass/Dirt Deposits (10%)-Channel No Rehab/Maintenance Schedule 1
MH2OS Grass/Dirt Deposits (10%)-Bench No Rehab/Maintenance Schedule 1
MH219 Asphalt Deposits(10%)-Channel& Bench No Rehab/Maintenance Schedule 1
MH220 Asphalt Deposits (10%)- Bench No Rehab/Maintenance Schedule 1
MH222 Asphalt Deposits(10%)-Channel& Bench No Rehab/Maintenance Schedule 1
MH223 Asphalt Deposits (10%)-Channel& Bench No Rehab/Maintenance Schedule 1
MH228 Asphalt Deposits(10%)-Channel No Rehab/Maintenance Schedule 1
MH229 Asphalt Deposits (10%)- Bench No Rehab/Maintenance Schedule 1
MH230 Asphalt Deposits (10%)-Channel& Bench No Rehab/Maintenance Schedule 1
MH231 Asphalt Deposits(10%)-Bench No Rehab/Maintenance Schedule 1
MH066 Asphalt No Issues No Rehab 0
MH107 Grass/Dirt No Issues No Rehab 0
MH108 Asphalt No Issues No Rehab 0
MH112 Asphalt No Issues No Rehab 0
MH114 Asphalt No Issues No Rehab 0
MH122 Asphalt No Issues No Rehab 0
MH125 Asphalt No Issues No Rehab 0
MH130 Asphalt No Issues No Rehab 0
MH132 Asphalt No Issues No Rehab 0
MH134 Asphalt No Issues No Rehab 0
MH137 Grass/Dirt No Issues No Rehab 0
MH139 Grass/Dirt No Issues No Rehab 0
MH149 Asphalt No Issues No Rehab 0
MH159 Grass/Dirt No Issues No Rehab 0
MH165 Grass/Dirt No Issues No Rehab 0
MH183 Asphalt No Issues No Rehab 0
MH184 Asphalt No Issues No Rehab 0
MH185 Grass/Dirt No Issues No Rehab 0
MH194 Grass/Dirt No Issues No Rehab 0
W\p�/ 1< Town of Fair Bluff,NC
illIP �/ Project No.20170088.00.RA
D I C i<SO N Issue Date:January 4,2019
Page 13

Fair Bluff Sewer AIA Report
MH Surface
Issues Recommended Repair
Number Condition
Risk
MH197 Asphalt No Issues No Rehab 0
MH198 Grass/Dirt No Issues No Rehab 0
MH200 Grass/Dirt No Issues No Rehab 0
MH204 Asphalt No Issues No Rehab 0
MH208 Asphalt No Issues No Rehab 0
MH210 Asphalt No Issues No Rehab 0
MH212 Grass/Dirt No Issues No Rehab 0
MH226 Asphalt No Issues No Rehab 0
MH234 Asphalt No Issues No Rehab 0
MH237 Grass/Dirt No Issues No Rehab 0
MH244 Grass/Dirt No Issues No Rehab 0
MH246 Asphalt No Issues No Rehab 0
11
Ink\ /\�/ Town of Fair Bluff,NC
ill, �/ Project No.20170088.00.RA
D I C KSO N Issue Date:January 4,2019
Page 14

Fair Bluff Sewer AIA Report
Table 4. Manholes Not Ins ected
MH ...
urf dition
MH134A Asphalt Buried Raise manhole
MH135 Asphalt Buried - Raise manhole
MH146 Grass/Dirt Buried Raise manhole
MH164A Asphalt Buried Raise manhole
MH164A Asphalt Buried Raise manhole
MH168 Grass/Dirt Buried Raise manhole
MH169 Grass/Dirt Buried Raise manhole
MH170 Grass/Dirt Buried Raise manhole
MH171A Grass/Dirt Buried Raise manhole
MH171B Grass/Dirt Buried Raise manhole
MH178 Asphalt Not Opened-Paved Over Raise manhole
MH2O2A Asphalt Buried Raise manhole
MH2O5A Grass/Dirt Buried Raise manhole
MH211 Partial Asphalt Not Opened-Paved Over Raise manhole
MH224 Grass/Dirt Buried Raise manhole
MH225 Grass/Dirt Buried Raise manhole
MI-1232 Grass/Dirt Buried Raise manhole
MH233 Grass/Dirt Buried Raise manhole
MH235 Grass/Dirt Buried Raise manhole
MH239 Grass/Dirt Buried Raise manhole
MH240 Woods Buried Raise manhole
MH242 Grass/Dirt Surcharged Clean MH
MH243 Grass/Dirt Buried Raise manhole
MH244A Grass/Dirt Buried Raise manhole
MH246A Asphalt Buried Raise manhole
MH250 Grass/Dirt Abandoned No Action
Pk W l< Town of Fair Bluff,NC
ilIPProject No.20170088.00.RA
Q t $� Issue Date:January 4,2019
Page 15

Fair Bluff Sewer AIA Report
Overall most of the manholes inventoried within the AIA Project Area were found to be in good
condition and only require future maintenance on a routine maintenance schedule. Two
manholes are recommended for replacement,and one additional manhole is suggested,while the
other issues can be addressed through repair/rehab and/or heavy cleaning.
V. Pipeline Condition Assessment
CCTV inspections were completed by Compliance EnviroSystems, LLC (CES) in 2017 for the
accessible AIA Project Area.The AIA Project Area consists of approximately 32,400 linear feet of
gravity lines. The CCTV condition assessment inspected approximately 26,600 linear feet of
gravity line,or 82%of the Project Area.
Table 5 provides a summary of the CCTV inspections along with recommended repairs, if any.
Alternate repairs have also been provided for those segments that may benefit from full
replacement due to a combination of factors that include the quantity of defects found in a pipe
segment or group of consecutive pipe segments, pipe diameter or material, surface condition,
and/or the estimated age. As shown in this table,most of the inspected mains require only minor
repair and received a risk score of 2 or less.Approximately 38%of the pipes inspected received a
risk scoring of 3 to 5, which is often indicative of more extensive repair recommendations as
shown.
Table 5. Fair Bluff AIA Project Area: CCTV Ins section Summar\
Pipe ID (LP) Issues Recommended Repair Repair Risk
Joint Offset Medium, Fracture
MH109_MH108 176 Multiple &Spiral, Intruding Seal Full Lining w/enhanced resin Replace Pipe 5
Grout
MH141_MH142 331 Gusher @ 12:00-2:00-Joint Point Repair 5
MH165 MH164 17 No MH 164, Tee connection Add Manhole 5
Roots, Deposit Build near end of Cleanout &Treat Roots;
MH168 MH166 169 line; 100% Blockage; MH 168 may 5
* Remove Blockage
not exist
Pik /� /I\/ Town of Fair Bluff,NC
�/{/ Project No.20170088.00.RA
ilIPDIC I« Issue Date:January 4,2019
Page 16

Fair Bluff Sewer AIA Report
Pipe ID Length Issues Recommended Repair Altern Risk(LF) Repair
MH170 MH165 153 Deposits Settled Compacted near Clean Pipe; Remove Blockage 5
end of line: 90% Blockage * g
MH172 MH188 365 Multiple Fractures, Crack, Broken, Point Repair; Grinder; Full Replace Pipe 5
— Survey Abandoned Lining w/enhanced resin
MH185_MH183 279 Broken Pipe; Hole @ Taps Point Repairs (3) 5
MH186_MH183 451 Hole Soil Visible @ Tap Fine Point Repair 5
Roots
MH187_MH183 208 Hole-Medium Roots Point Repair I 5
Multiple Fractures, Roots,
MH188_MH181 324 Full Lining w/enhanced resin Replace Pipe 5
Deposits
MH189 MH187 250 Hole @ Taps Point Repairs (2) 5
MH191 MH196 303 Holes, Defective Point Repair Point Repairs (4) 5
MH193_MH172 200 Fractures Spiral & Multiple Point Repairs (2) 5
MH212 MH210 285 Crack, Roots, Hole, Broken Point Repairs (3); Cleanout& 5
Treat Roots
MH213_MH109 549 Multiple Fractures, Broken, Holes Full Lining w/enhanced resin Replace Pipe 5
Point Repair(1)-Remove
MH214 MH213 218 Multiple Fractures, Grease 10:00 Obstacle; Full Lining Replace Pipe 5
— 2:00; Obstacle Wedged in Joint
w/enhanced resin
Deposits Ingressed Concrete
MH215 MH214 184 (95%), Fractures Spiral & Multiple, Point Repairs (2), Clean Pipe 5
Roots
MH218 MH217 365 Grease @ 12:00 Clean Pipe 5
JOM @ PVC Point Repair(5');
MH219_MH218 371 Broken- Medium Roots; Hole Soil Point Repairs (2) 5
Visible- Medium Roots
Multiple Holes, Roots, Fractures
MH233 MH230 323 (10:00-2:00), Grease, Defective Point Repairs (4) 5
Tap
Obstruction Intruding Through Point Repairs (6) - Remove
MH234_MH231 228 5
Wall, Holes @ all Taps Obstacle
MH235_MH232 45 Surface Corrosion 1 Full Lining w/enhanced resin Replace Pipe 5
Roots, Deformation, Gusher,
MH237_MH240 246 Grease 9:00-3:00 Full Lining w/enhanced resin Replace Pipe 5
MH249 MH248 333 Cement Debris—20' Downstream Point Repair- Remove 5
— of MH 249; 95% blockage Cement
phW 1< Town of Fair Bluff,NC
illIPr i \` i Project No.20170088.00.RA
Ems....+"` Issue Date:January 4,2019
Page 17

'
Fair Bluff Sewer AIA Report
Pipe ID Length Alternative
Issues Recommended Repair Risk
(LF) Repair
MH114_MH112 230 Dripper, Holes (1 at Tap) Point Repairs; Seal 4
Connection
Cleanout &Treat Roots @
MH142 MH144 305 Root Ball & Roots Fine @ Lateral 4
— Lateral
MH148_MH147 323 Hole, Grease 10:00-1:00 Point Repair, Clean Pipe 4
MH183_MH184 344 Grease @ 12:00; Hole @ Tap Clean Pipe, Point Repair , 4
MH2O7_MH2O2A 387 Holes @ Taps Point Repairs (2) 4
MH226_MH223 184 Hole @ Tap Point Repair 4
MH230_MH220 317 Hole (11:00-1:00) Point Repair 4
MH236 MH234 254 Defective Taps; Deposits Attached Point Repairs (5) 4
— Encrustation
Joint Offset Large; Dripper, Roots Point Repairs (2), Cleanout&
MH243 MH145 375 4
Fine @ Joints Treat Roots
MH110_MH214 36 Surface Corrosion Full Lining w/enhanced resin Replace Pipe 3
MH149_MH147 324 Dripper @ 12:00 Joint Point Repair 3
MH156 MH154 275 Construction Debris, Roots at Point Repair, Cleanout& 3
Laterals &Joints Treat Roots
MH177_MH178 122 Surface Corrosion Full Lining w/enhanced resin Replace Pipe 3
MH178_MH179 151 58' -DIP, Surface Corrosion Point Repair- Internal Cutter 3
MH181_MH179 59 Surface Corrosion Full Lining w/enhanced resin Replace Pipe 3
Surface Corrosion along length of
MH2O5A MH2O3 77 Full Lining w/enhanced resin Replace Pipe 1 3
— pipe (7:00-5:00)
i
MH225_MH224 78 Surface Corrosion Full Lining w/enhanced resin Replace Pipe 3
MH247_MH246A 146 Surface Corrosion Point Repair- Internal Cutter 3
MH137_PS003 176 Water Level High; Incomplete CCTV after PS Improvements 2
MH147_MH143 272 Grease @ 12:00 Clean Pipe 2
MH153 MH152 297 Crack Spiral 12:00;Grease 12:00- Point Repair; Clean Pipe 2
— 2:00
MH154_MH153 303 Crack Longitudinal @ 11:00 Point Repair 2
MH158_MH159 391 Grease 10:00-2:00 Clean Pipe 2
MH161_MH158 349 Intruding Sealing Material Grout Clean Pipe 2
Point Repair-Remove
MH190_MH189 393 Piece of metal at joint 2
Object
MH199_MH198 209 Grease @ 12:00 Clean Pipe 2
WWI< Town of Fair Bluff,NC
AP DICKSON Project o.2anuary .00. 9
Issue Date:January 4,2019
Page 18

Fair Bluff Sewer AIA Report
Pipe ID Length Issues Recommended Repair Alternative Risk
(LF) Repair
MH200 MH199 338 Grease @ 12:00 Clean Pipe 2
MH204_MH199 180 Grease @ 11:00 Clean Pipe 2
MH222 MH221 159 No Issues No Rehab 2
MH229_MH220 296 Grease 11:00& 1:00 Clean Pipe 2
MH246A_MH246 398 Surface Spalling Clean Pipe 2
MH144_MH145 231 Roots Fine @ Joints Cleanout&Treat Roots 1
MH196 MH172 74 Roots Fine Joint Cleanout&Treat Roots 1
MH112 MH107 68 No Issues No Rehab 0
MH117 MH115 74 No Issues No Rehab 0
MH125_MH122 311 No Issues No Rehab 0
MH129_MH129A 405 No Issues No Rehab 0
MH130 MH129 368 No Issues No Rehab 0
MH131 MH130 382 No Issues No Rehab 0
MH132_MH131 387 No Issues No Rehab 0
MH134_MH134A 207 No Issues No Rehab 0
MH138_MH137 197 No Issues No Rehab 0
MH139 MH138 62 No Issues No Rehab 0
MH143_MH141 283 No Issues No Rehab 0
MH150 MH149 323 No Issues No Rehab 0
MH162_MH161 90 No Issues No Rehab 0
MH163_MH161 355 No Issues No Rehab 0
MH164_MH163 260 No Issues No Rehab 0
MH164A_MH164 86 No Issues No Rehab 0
MH166_MH164A 205 No Issues No Rehab 0
MH167_MH166 336 No Issues No Rehab 0
MH169_MH165 178 No Issues No Rehab 0
MH171_MH167 269 No Issues No Rehab 0
MH171A_MH171B 421 No Issues No Rehab 0
MH171B_MH171 88 No Issues No Rehab 0
MH173_MH162 315 No Issues No Rehab 0
P Town of Fair Bluff,NC
Project No.20170088.00.RA
Issue Date:January 4,2019
Page 19

Fair Bluff Sewer AIA Report
Length Alternative
Pipe ID (LF) Issues Recommended Repair Repair Risk
MH174_MH173 388 No Issues No Rehab 0
MH175_MH174 364 No Issues No Rehab 0
MH176_MH174 233 No Issues No Rehab 0
MH192_MH185 63 No Issues No Rehab 0
MH194_MH193 27 No Issues No Rehab 0
MH195_MH193 31 No Issues No Rehab 0
MH2O1 MH200 229 No Issues No Rehab 0
MH202_MH200 263 No Issues No Rehab 0
MH2O2A MH2O2 309 No Issues No Rehab 0
MH203_MH200 302 No Issues No Rehab 0
MH2O5_MH2O5A 122 No Issues No Rehab 0
MH208_MH207 294 No Issues No Rehab 0
MH209_MH207 290 No Issues No Rehab 0
MH210_MH209 336 No Issues No Rehab 0
MH211_MH209 110 No Issues No Rehab 0
MH220_MH219 277 No Issues No Rehab 0
MH221_MH219 280 No Issues No Rehab 0
MH223_MH225 122 No Issues No Rehab 0
MH224_MH222 107 No Issues No Rehab 0
MH227_MH226 323 No Issues No Rehab 0
MH228_MH227 329 No Issues No Rehab 0
MH231_MH235 11 No Issues No Rehab 0
MH232_MH230 24 No Issues No Rehab 0
MH238_MH237 313 No Issues No Rehab 0
MH239_MH237 177 No Issues No Rehab 0
MH244_MH171 54 No Issues No Rehab 0
MH244A_MH244 155 No Issues No Rehab 0
MH245_MH171A 302 No Issues No Rehab 0
MH246_MH244A 239 No Issues No Rehab 0
MH248_MH245 325 No Issues No Rehab 0
illk WK Town of Fair Bluff,NC
NOP DICKSON Project ateo.2 January
4,20 9
Issue Date:January 4,2019
Page 20

Fair Bluff Sewer AIA Report
Tables 6 through 8 categorize the inspected gravity mains by diameter, material and age
respectively.
Table 6. Fair Bluff AIA Pro'ect Area—Inspected Gravity Mains b 7 Diameter
ine Diameter Approximate Length
6-inch 716 linear feet
8-inch 10,779 linear feet
10-inch 14,868 linear feet
12-inch 228 linear feet
Table 7. Fair Bluff AIA Pro'ect Area—Inspected Gravit Mains b Material
leitt
Line
Clay 3,862 linear feet
DIP 961 linear feet
HDPE 365 linear feet
PVC 4,799 linear feet
RPM 14,915 linear feet
RPP 1,175 linear feet
Unknown (UNK) 514 linear feet
Table 8. Fair Bluff AIA Pro'ect Area—Ins ected Gravi Mains b 7 Estimated A•e
vrrigrlintrWP
50 3,876 linear feet 15%
40 18,482 linear feet 69%
33 960 linear feet 4%
21 3,151 linear feet 12%
V
` A/I`/ Town of Fair Bluff,NC
AP(V'� Project No.20170088.00.RA
V I C I(SD N Issue Date:January 4,2019
Page 21

Fair Bluff Sewer AIA Report
Table 9 summarizes those gravity mains that were not able to be inspected, and therefore the
current condition is unknown. Recommendations have been provided to assess these assets in
the future in order to add their condition and repair requirements to the asset inventory database.
Table 9. Fair Bluff AIA Project Area—Gravi Mains Not Ins•ected
Pipe ID Issues
MH066_ Downstream MH Outside of CCTV Maintenance Schedule
AIA Project Area
MH106_ MH106 in Building CCTV after Manhole is Safely
Accessible
MH107_MH106 MH106 in Building CCTV after Manhole is Safely
Accessible
MH108_MH106 MH106 in Building CCTV after Manhole is Safely
Accessible
MH115_MH109 No CCTV CCTV Pipe after PS Upgraded
MH122_ Downstream MH Outside of CCTV Maintenance Schedule
AIA Project Area
MH134A_ Downstream MH Outside of CCTV Maintenance Schedule
AIA Project Area
MH135_ Downstream MH Outside of CCTV Maintenance Schedule
AIA Project Area
MH136_ Downstream MH Outside of CCTV Maintenance Schedule
AIA Project Area
MH145_MH146 No CCTV-Connectivity per CCTV After MH Raised
Town
MH146_MH242 No CCTV-Connectivity per CCTV After MH Raised
Town
MH152_PS-2 No CCTV CCTV Pipe after PS Upgraded
MH159_PS-2 No CCTV CCTV Pipe after PS Upgraded
MH179_ Downstream MH Outside of CCTV Maintenance Schedule
AIA Project Area
MH184_MH198 No CCTV CCTV Pipe after PS Upgraded
MH197_MH184 No CCTV CCTV Pipe after PS Upgraded
MH198_PS-3 No CCTV CCTV Pipe after PS Upgraded
MH217_MH197 No CCTV CCTV Pipe after PS Upgraded
MH240_PS No CCTV CCTV After MH Raised
MH242_PS-2 No CCTV-Connectivity per CCTV Pipe after PS Upgraded
Town
WKTown of Fair Bluff,NC
Project o.2anuar 4, .RA
20 9
'DICKSON Issue Date:January 4,2019
Page 22

Fair Bluff Sewer AIA Report
VI. Summary of Findings and Prioritized Project Needs
This AIA Project was successful in locating all the Towri s manholes and gravity mains within the
Project Area,by surveying-80%of them and estimating/calculating the location of the remaining
assets. The condition of the collection system was assessed for roughly 80% of the assets within
the project area.The condition assessment revealed that the majority of the manholes are in good
condition and require only heavy cleaning or routine maintenance, and most of the inspected
gravity mains require only minor repair, cleaning, or no action. Figure 3 summarizes the risk
score that was assigned to each asset, with 5 being the highest risk of failure. This figure shows
the majority of the assets were assigned a risk of 0 to 2, color coded with green hues. All asset
information has been incorporated into a GIS database and transmitted to the Cape Fear COG for
database hosting and management with the Town.
WK Town of Fair Bluff,NC
E I /(S N Project o.20nuary.00.R 9
Issue Date:January 4,2019
Page 23

Fair Bluff Sewer AIA Report
Figure 3. Summary of Condition Assessment Findings
N. _\ 4 'MH114 MH112 MH117
el MH107 MH115
MH139 - MH213 MH110 MH215
MH138 « _ MH108 " r/:7 S4
MH106 .... MH108 MH214 Y- - - - � - - -
.ev
cfP
MH137 �� r
PS6
S-003 i
f .. y_,r_ �, _,
i
Y U 2
MH2 MH250
MH154 1
MH141 39
MH1 y g M
i MH236
H2
•
MH147 �- '.,..� 1. MH152_ "' t + H237
�s
�'' MH142 2 MH156 { - - \MHi29 !; 1` I MH066 MH234 MH238
�, 1 -' Si Et LEST MH186 �
MH146
MH149 ,, \ 1 1,�It, 4 _� , 7 -1 M 179 MH233 MH231<' MH235
« 1 H
MH122 ' r MH17 MH2232
,H, MH13i x MH181
MH144 1 MH242 MH159 4 MH7�B "1H1 MH230'
\ tMH150 ', g MH134 kMH135 H192 MH183 MH229 t MH228
MH145 MH158 Y MH125 MH1 MH1 MH177 MH189 MH220
MM161 •
i - et V�"r.' � "'
r MH174 MH186 MH185 MH190
1 ., S7 MH175 MH219 MH227
t MH170 MH162 MH173 € H196 MH21
MH243 1 MH184 MH197 MH217__ MH223
MH163 •♦ MH2222 . '
MH159 MH176 , MN172 "k� MH191
\•; MH165 PS 5 MH194 1 3 MH221
MH168�* MH164 "v4 MH225-` MH226
i H164A MH195' MH204 MH224
i MH166 MH19$ MH198 `
/+ MH199 --
j MH167 Legend MH2O1
/' MH171 X Manholes
MH244 MH203. ''MH200 Risk Score
/ MH244A MH2O5 MH212
X
MH171B MH205 Not Inspected
J/, MH246 MH2O2 , M 0
/' - Y� MH210 • 1
• 2
/ MH171A /
•_ ",: MH2O2A 3
/ s MH211
/ MH246A ,z, c at 4
MH245 /
.. ** . r MH2O .4., • 5
MH247 1� `� �� Gravity Mains
f � ,.2 - H207 Risk Scoro
MH248 208
- _ _ -��0
east
MH249 � 3
4
s...5
Cleaning or Lining Defect
� . _ Pont Repair
t. --CDBG Area
...-®No CC 'Data
0 30C Town of Fair Bluff, NC _a
_- Fee. System Defects and Risk Scoring '
1 Inch=602 feet '•„�� di/DICKSON
Figure 3
Illik W 1< Town of Fair Bluff,NC
111.V I `` Sc � Project o.2anuar 4,20 9
(V�` Issue Date:January 4,2019
Page 24

Fair Bluff Sewer AIA Report
For those assets in need of repair,maintenance, or replacement,WK Dickson estimated the costs
to complete the recommendations for the Towri s use in prioritized capital and O&M budget
planning.Cost estimates for the prioritized improvements throughout the collection system were
determined using unit prices from recent related construction bid tabulations and construction
cost data from 2018 RS Means. This data included cost plus overhead and profit for materials,
excavation, bedding and backfill activities for the sizes and depths as indicated. For dig and
replace projects, the cost for bypass pumping was added as a required unit price item.
The total cost to repair or replace each asset is calculated as the sum of all the individual unit costs
required to fulfill the recommendation.This asset repair cost does not include contingency or an
estimate for engineering design. Rather, an engineering design factor of 15% and a contingency
factor of 20%was added to the project grouping totals, as shown in Tables 10 and 11.
Table 10. Manhole Prioritized Recommendations Cost Estimate
MH Number Recommended Repair Surface Risk Repair Cost
MH106 Clean MH Concrete 5 $1,000
MH109 Clean MH Asphalt 5 $1,000
MH115 Replace MH Frame&Cover; Gravel 5
Clean MH $2,000
Cleanout&Treat Roots;
MH138 Apply 1" Cementitious Grass/Dirt 5 $2,440
Coating
MH161 Clean MH Asphalt 5 $1,000
MH164 Add Manhole Asphalt 5 $10,000
MH167 Clean MH Asphalt 5 $1,000
Replace MH Frame&Cover;
MH171 Clean MH;Apply 1" Grass/Dirt 5 $4,700
Cementitious Coating
MH172 Clean MH Asphalt 5 $1,000
MH173 Clean MH Asphalt 5 $1,000
MH176 Replace MH No Bench or Grass/Dirt 5 $10,000
Invert
DWI< Town of Fair Bluff,NC
Project No.20170088.00.RA
Issue Date:January 4,2019
Page 25

Fair Bluff Sewer AIA Report
MH Number Recommended Repair Surface Risk Repair Cost
Replace MH Frame& Cover;
MH2O7 Clean MH Grass/Dirt 5 $2,000
MH209 Apply 1" Cementitious liner; Asphalt 5 $3,040
Clean MH
MH213 Clean MH Asphalt 5 $1,000
MH215 Replace MH Asphalt 5 $10,000
MH217 Clean MH Asphalt 5 $1,000
MH242 Clean MH Grass/Dirt 5 $1,000
MH249 _ Clean MH Grass/Dirt 5 $1,000
MH129 Point Repair,Clean MH Asphalt 4 $1,700
Cleanout&Treat Roots;
MH142 Apply 1" Cementitious Asphalt 4 $3,040
Coating
Replace MH Frame& Cover;
MH166 Clean MH Grass/Dirt 4 $2,000
Replace Frame&Cover;
MH175 Remove Obstacle Asphalt 4 $1,600
MH191 Apply 1" Cementitious MH191 4 $1,500
Coating
MH196 Apply 1" Cementitious Grass/Dirt 4 $1,440
Coating
Replace Frame &Cover;
MH199 Apply 1" Cementitious Grass/Dirt 4 $4,390
Coating
MH218 Clean MH Asphalt 4 $1,000
MH227 Clean MH Asphalt 4 $1,000
MH117 Replace MH Frame&Cover Asphalt 3 $1,000
MH141 Point Repair-Seal Joint Asphalt 3 $700
MH187 Point Repair-Seal Joint Asphalt 3 $700
Replace MH Frame& Cover;
MH2O2 Point Repair Seal Joint Grass/Dirt 3 $1,700
MH221 Clean MH Grass/Dirt 3 $1,000
MH248 Replace Frame&Cover; Grass/Dirt 3 $1,700
Point Repair
Subtotal for High Priority Recommendations= $78,650
Engineering(15%)= $11,800
Contingency(20%)= $15,700
Total for High Priority Recommendations= $106,200
Pik K Town of Fair Bluff,NC
Project No.20170088.00.RA
Issue Date:January 4,2019
Page 26

Fair Bluff Sewer AIA Report
MH Number Recommended Repair Surface Risk Repair Cost
MH163 Point Repair Asphalt 2 $700
MH245 Replace Frame&Cover Concrete 1 $1,000
MH134A Raise MH Asphalt $1,500
MH135 Raise MH Asphalt $1,500
MH146 Raise MH Grass/Dirt $1,500
MH164 Raise MH Asphalt $1,500
MH168 Raise MH Grass/Dirt $1,500
MH169 Raise MH Grass/Dirt $1,500
MH170 Raise MH Grass/Dirt $1,500
MH171A Raise MH Grass/Dirt $1,500
MH171B Raise MH Grass/Dirt $1,500
MH2O2A Raise MH Asphalt $1,500
MH2O5A Raise MH Grass/Dirt $1,500
MH224 Raise MH Grass/Dirt $1,500
MH225 Raise MH Grass/Dirt $1,500
MH232 Raise MH Grass/Dirt $1,500
MH233 Raise MH Grass/Dirt $1,500
MH235 Raise MH Grass/Dirt $1,500
MH239 Raise MH Grass/Dirt $1,500
MH240 Raise MH Woods $1,500
MH243 Raise MH Grass/Dirt $1,500
MH244A Raise MH Grass/Dirt $1,500
MH246A Raise MH Asphalt $1,500
Subtotal for Remaining Recommendations= $33,200
Engineering(15%)= $5,000
Contingency(20%)= $6,600
Total for Lower Priority Recommendations= $44,800
Total Estimated Costs for All Recommendations= $151,000
11PkWl<IMPTown of Fair Bluff,NC
` Project No.20170088.00.RA
■(C KSON Issue Date:January 4,2019
Page 27

Fair Bluff Sewer AIA Report
Table 11. Pi eline Prioritized Recommendations Cost Estimate
Pipe ID Diameter Material Length Recommended Repair Re air Risk Repair Cost Alt. Repair Cost 1
MH109_MH108 8 VCP 176 Full Lining Replace 5 $10,033 $84,205
MH141_MH142 10 RPM 331 Point Repair 5 $25,000
MH168_MH166 8 RPM 169 Cleanout&Treat Roots 5 $507
MH170_MH165 8 RPM 153 Clean Pipe 5 $611
MH172_MH188 8 VCP 365 Point Repair(1)+Grinder+ 5 Replace
CIPP $106,927 $229,451
MH185_MH183 8 RPM 279 Point Repairs (3) 5 $75,000
MH186_MH183 8 UNK 451 Point Repair 5 $25,000
MH187_MH183 10 RPM 208 Point Repair 5 $25,000
MH188_MH181 8 VCP 324 Full Lining Replace 5 $36,484 $168,924
MH189_MH187 10 RPM 250 Point Repairs 5 $50,000
MH191_MH196 8 RPM 303 Point Repairs 5 $100,000
MH193_MH172 8 VCP 200 Point Repairs 5 $50,000
Point Repairs,Cleanout& $75,000
MH212 MH210 10 RPM 285 5
Treat Roots
MH213_MH109 8 VCP 549 Full Lining w/enhanced resin Replace 5 $79,321 $300,275
Point Repair-Remove
MH214_MH213 8 VCP 218 Replace 5 $55,409 $120,966
Obstacle; Full Lining
MH215_MH214 8 VCP 184 Point Repairs, Clean Pipe 5 $50,736
MH218_MH217 8 PE 365 Clean Pipe 5 $1,460
MH219_MH218 10 RPM 371 Point Repairs 5 $50,000
MH233_MH230 10 RPM 323 Point Repairs 5 $125,000
MH234_MH231 12 RPM 228 Multiple Holes 5 $150,000
MH235_MH232 10 DIP 45 Full Lining Replace 5 $2,913 $18,444
MH237_MH240 8 RPM 246 Full Lining Replace 5 $32,006 $84,431
WWI< Town of Fair Bluff,NC
MOP E)I KS V� Issue
Project o.2 January
8.O .RA
2019
Issue Date:January 4,2019
Page 28

Fair Bluff Sewer AIA Report
,e5 zc 4 '�-w, : 3 ..:. � ,:..,. .� cz. -s ..�;::, �' �*v., v :,..� .., '5v. .: �, f -s= ''.
c� .:.�i ....� , r. t`" � ...: ','.. �� �z� s a.>.,� .,, -� a. � vti e.:�� ,�s�� � "ice s � :�� .�^,�+
�,k"3«<�,m as,. � ��`�1�eN '. a. iS�sv ts'" t"� � e
vv `*R3 ��„�.@ e z . � ,d,�s� �
�,.eat„ T.m<'Mar ,,.; vt ,. ,* `e. c ti: ' ..<,r ' M"s,:.. v., a+ ,,,,,,
u�„a".5�"`,1;4�P�. � : �.`,; b a #:S,t�<,„�� :�`.'-�. ,,;:`_�<����ak�`; ^t»:x � °,cam ,.:,. �,,1°.: 5` ,�,�" as a
. ,. _ a�ra1*�..>s$�:.�� :a �i&a�i.azz,. ., A - l
MH249_MH248 10 PVC 333 Point Repair-Remove Cement 5 $25,000
MH114_MH112 8 RPM 230 Point Repairs (3) 4 $75,000
Cleanout&Treat Roots @
M H 142_M H 144 8 VCP 305 Lateral 4 $50,000
MH148_MH147 10 RPM 323 Point Repair, Clean Pipe 4 $26,290
MH183_MH184 10 RPM 344 Clean Pipe, Point Repair 4 $38,704
MH207_MH2O2A 10 RPM 387 Point Repairs 4 $50,000
MH226_MH223 10 RPM 184 Point Repair 4 $25,000
MH230_MH220 10 RPM 317 Point Repair 4 $25,000
MH236_MH234 10 RPM 254 Point Repairs(5) 4 $100,000
MH243 MH145 6 VCP 375 Point Repairs, Cleanout& 4 $50,000
Treat Roots
MH110_MH214 6 DIP 36 Full Lining Replace 3 $1,853 $19,253
MH149_MH147 10 RPM 324 Point Repair 3 $25,000
MH156 MH154 8 VCP 275 Point Repair,Cleanout&Treat 3 $25,000
Roots
MH177_MH178 8 DIP 122 Full Lining Replace 3 $36,948 $89,853
MH178_MH179 8 PVC 151 Point Repair- Internal Cutter 3 $25,000
MH181_MH179 8 DIP 59 Full Lining Replace 3 $3,351 $31,452
MH2O5A_MH203 10 DIP 77 Full Lining Replace 3 $5,029 $43,686
MH225_MH224 10 DIP 78 Full Lining Replace 3 $5,098 $28,530
MH247_MH246A 8 DIP 146 Internal Cutter 3 $439
Subtotal for High Priority Recommendations= $1,719,100 $2,563,200
Engineering(15%)= $257,900 $384,500
Contingency(20%)= $343,800 $512,600
Total for High Priority Recommendations= $2,320,800 $3,460,300
1111k'�/\/({ Town of Fair Bluff,NC
V Y ,\ Project No.20170088.00.RA
iirDICKSON Issue Date:January 4,2019
Page 29

Fair Bluff Sewer AIA Report
� v. -, . : '. ie4� y. <.;?.. s•\, .&m RK,`" ..\s; ' g h...,, 5 ,:#'." „ ) ,, r•as. o- c3. 33 �;xr �
�m
e a n x s : 6 . h A .
'.
MH147_MH143 10 RPM 272 Clean Pipe 2 $1,086
MH153_MH152 8 VCP 297 Point Repair; Clean Pipe 2 $26,187
MH154_MH153 8 VCP 303 Point Repair 2 $25,000
MH158_MH159 10 RPM 391 Clean Pipe 2 $1,562
MH161_MH158 10 RPM 349 Clean Pipe 2 $1,394
MH190_MH189 10 RPM 393 Remove Object 2 $25,000
MH199_MH198 10 RPM 209 Clean Pipe 2 $837
MH2O0_MH199 10 RPM 338 Clean Pipe 2 $1,350
MH2O4_MH199 10 RPP 180 Clean Pipe 2 $720
MH229_MH220 8 RPM 296 Clean Pipe 2 $1,185
MH246A_MH246 8 DIP 398 Clean Pipe 2 $1,590
MH144_MH145 8 VCP 231 Cleanout&Treat Roots 1 $693
MH196_MH172 8 RPM 74 Cleanout&Treat Roots 1 $222
MH066_ UNK UNK 397 CCTV Maintenance Schedule UNK $1,589
MH106 UNK UNK 314 CCTV after Manhole is UNK
Accessible $1,255
MH107_MH106 8 VCP 233 CCTV after Manhole is UNK $932
Accessible
MH108 MH106 8 VCP 287 CCTV after Manhole is UNK
Accessible $1,150
MH115_MH109 UNK UNK 122 CCTV Pipe after PS Upgraded UNK $487
MH122_ UNK UNK 353 CCTV Maintenance Schedule UNK $1,412
MH134A_ UNK UNK 291 CCTV Maintenance Schedule UNK $1,165
MH135_ UNK UNK 334 CCTV Maintenance Schedule UNK $1,335
MH136_ UNK UNK 338 CCTV Maintenance Schedule UNK $1,354
MH137_PS003 8 RPM 176 CCTV after PS Improvements UNK $703
MH145 MH146 UNK UNK 411 CCTV After MH UNK
Raised/AccessibleIIIPAW $1,645
�,/ Town of Fair Bluff,NC
\ (�""" Project No.20170088.00.RA
sir D IC KSON Issue Date:January 4,2019
Page 30

Fair Bluff Sewer AIA Report
Alternate 1
Pipe ID Diameter Material !: Length Recommended Repair Risk Repair Cost Alt. Repair Cost
Repair
MH146_MH242 UNK UNK 277 CCTV After MH UNK $1,106
Raised/Accessible
MH152_PS-2 8 VCP 227 CCTV Pipe after PS Upgraded UNK $907
MH159_PS-2 10 RPM 309 CCTV Pipe after PS Upgraded UNK $1,238 i
MH179_ UNK UNK 690 CCTV Maintenance Schedule UNK $2,760
MH184_MH198 10 RPM 219 CCTV Pipe after PS Upgraded UNK $875
MH197_MH184 10 RPM 349 CCTV Pipe after PS Upgraded UNK $1,395
MH198_PS-3 UNK UNK 56 CCTV Pipe after PS Upgraded UNK $223
MH217_MH197 10 UNK 373 CCTV Pipe after PS Upgraded UNK $1,492
MH240 PS UNK UNK 843 CCTV After MH UNK $3,373
Raised/Accessible
MH242_PS-2 UNK UNK 346 CCTV Pipe after PS Upgraded UNK $1,384
Subtotal for Remaining Recommendations= $114,600
Engineering(15%)= $17,200
Contingency(20%)= $22,900
Total for Lower Priority Recommendations= $154,700
Total Estimated Costs for All Recommendations= $2,475,500 $3,615,000
lilkWK Town of Fair Bluff,NC
illr DICKSON Project ateo. January ,2019
Issue Date: 4,2019
Page 31

Fair Bluff Sewer AIA Report
Based on the findings from this Asset Inventory and Assessment Project, and the cost estimates
provided,WK Dickson is recommending the following prioritized needs:
1. Explore funding options with DWI to fund the high priority recommendations, or all
recommendations if funds allow. See the following section for a summary of funding
options.
2. Review the repair recommendations and alternate replacement recommendations along
Main Street and determine if there are any short or long-term roadway improvements
planned which may enable more efficient repair and/or funding alternatives.
3. Plan for and conduct annual cleaning and CCTV inspections system-wide (minimum of
5,330 linear feet per year or 10% of collection system) beginning with the highest risk
areas.Note that many of the recommendations included this cleaning task, and therefore
completion of those items would count toward the 10% annual permit requirement.
4. Work with the COG to continually update the asset data and inventory as capital projects
and maintenance items are completed.
Fair Bluff should use this report and the tools developed for this project as a baseline for its
existing wastewater collection system assets. This information should be reviewed and updated
as more data is collected, and the Town's overall asset management program matures. Through
this process, the Town should seek to quantify the I/I reduction realized through the
implementation of the recommended repair projects, and program in annual preventive
maintenance activities, such as cleaning and CCTV, to promptly identify and address future
problems.
J► K Town of Fair Bluff,NC
Project No.20170088.00.RA
la DICKSON Issue Date:January 4,2019
Page 32

Fair Bluff Sewer AIA Report
VII. Funding Options for Prioritized Projects
Summary
The funding landscape changed since the passage of State Law 2013-360, known as the Current
Operations and Capital Appropriations Act of 2013. This law stripped funding away from the
NC Rural Economic Development Center;moved the Clean Water Management Trust Fund into
the NC Department of the Environmental Quality (NCDEQ); moved the Community
Development Block Grant(CDBG) program from the NC Department of Commerce (NCDC) to
NCDEQ; and created the Rural Infrastructure Authority within the NCDC and the Water
Infrastructure Authority within NCDEQ. This legislation basically put all water and sewer
infrastructure funding decisions under these two new authorities and removed all funding from
the NC Rural Center and wastewater funding from the Clean Water Management Trust Fund.
With the repair/replacement of existing wastewater infrastructure being the focus of this effort
for the Town of Fair Bluff, the pursuit of funding through NCDEQ seems to be the most
advantageous through three programs: Community Development Block Grant (CDBG), Clean
Water State Revolving Fund (CWSRF) and/or the State Project Reserve (SPR), with the CWSRF
having the highest ceiling funding amount at$30 million per applicant. One application can be
submitted for the CWSRF and SPR programs and NCDEQ-Division of Water Infrastructure
(DWI) staff will put a funding package together that is most advantageous for the Town. A
separate application would be needed for a CDBG project since it has specific requirements,such
as the low-to-moderate household benefit (>51%). It is recommended that discussions be held
with DWI staff regarding various projects based on prioritization to ensure that projects identified
can meet one of the outlined priority project purposes to secure the maximum number of points
possible and best terms for any of these funding options.
Approved changes to the CDBG program to be implemented in September 2019 should also be
considered by the Town.Specifically, a similar loan/grant percentage calculation that is used for
V V
\ /� 1< Town of Fair Bluff,NC
` Project No.20170088.00.RA
AP D I( I(SC)NI Issue Date:January 4,2019
Page 33

1
Fair Bluff Sewer AIA Report
SRF and SPR programs will soon be applied to CDBG projects. The total project cost and rates
will determine the grant percentage (from 25% - 100%). The only exceptions to this are projects
that extend lines to serve residences with failing wells or septic tanks and projects to serve new
low-to-moderate income housing development. Projects meeting these exceptions will still be
eligible for 100%grant.
Another consideration for funding could be through the US Department of Agriculture's Rural
Utilities Program;however, we understand that Fair Bluff's capacity to take on additional debt
service at this time is minimal and may not be approved by the NC Local Government
Commission(LGC).
There are other economic development-specific funding options, including the Golden LEAF
Foundation and the US Economic Development Administration(EDA);however,these resources
would need to be reviewed and evaluated on a case-by-case basis to determine an economic
development nexus for each potential project in order for these funding sources to be viable
options for the various projects outlined for the Town of Fair Bluff. For Golden LEAF, the Town
would most likely still need to secure additional funding from other resources as their average
grant awards for infrastructure construction projects are $500,000 or less. For EDA and other
economic development programs,the amount of funding is tied directly to the number of jobs to
be created or retained by the specific industry involved in the program. Again, without
substantial grant funds, the limiting factor will be how much debt Fair Bluff can incur for future
projects. But projects that create jobs and a consistent customer base are exactly what this Town
needs most.
The NCDEQ-Division of Water Infrastructure is currently working with Fair Bluff and the
surrounding communities that are struggling with funding the operation and maintenance of
their infrastructure systems due to a culmination of various circumstances,including the financial
downturn of 2007-2008 and recent natural disasters. This AlA Project will help quantify the
WK Town of Fair Bluff,NC
Project No.20170088.00.RA
DI C KSO N Issue Date:January 4,2019
Page 34

Fair Bluff Sewer AIA Report
remaining needs to the Towri s collection system and may also provide the information needed
to secure additional funding for the Town for future necessary improvements.
The following sections provide an overview of the funding options that represent the most viable
opportunities for wastewater infrastructure funding for the Town of Fair Bluff that are outside
strictly rate-based funding. This is not an exhaustive discussion of funding options that cart be
pursued by the Town,but covers the most readily accessible programs for repair/replacement of
existing wastewater systems, including projects that eliminate inflow/infiltration in North
Carolina.
Community Development Block Grant Program
The CDBG program continues to represent a viable funding source for infrastructure projects
for the Town,based on the current economic conditions of the majority of the service area.As
previously detailed,anticipated changes to the program may not allow for 100%grant funds
through this program, as has been traditionally provided, and any future projects would still
need to serve a majority of low-to-moderate income households to qualify.Applicants would
also still be limited to a maximum of$2 million dollars in CDBG grant funds for a three-year
period.
State Project Reserve Program
The SPR Program is a revolving loan/grant program funded through state monies. The amount
of loan and grant funding available to an applicant is based on several factors to include: local
government unit (LGU) economic indicators; operating ratio; current debt service; project cost;
and current residential rates. Based on a quick review of these factors, it appears that the Town
of Fair Bluff would be eligible for a 75%/25% grant-to-loan package for most projects,based on
the current criteria with the loan portion most likely offered at 0%interest.The documented need
for a project would still need to be fleshed out as much as possible to ensure that the overall
project scoring would be competitive for both this option and the CWSRF.For this SPR Program,
�/
'� /► l< Town of Fair Bluff,NC
la �/ Project No.20170088.00.RA
ID C KSO NI Issue Date:January 4,2019
Page 35

Fair Bluff Sewer AIA Report
all debt incurred must be approved by the North Carolina Local Government Commission before
loan closing.Loan funding at the standard interest rate is limited to$3 million per applicant per
system type per year. For grant and targeted interest rate loans (0%), applicants are limited to a
maximum of$3 million per system type every 3 years.It should be noted,however,that the SPR
Program currently has only approximately $6 million available based on FY2018-2019 budget
appropriations and very few construction projects,if any,are expected to be funded through this
program in the immediate term.
Clean Water State Revolving Fund Program
The CWSRF is a revolving loan program that is funded through money appropriated to North
Carolina through the US Environmental Protection Agency as well as from repaid loans
previously disbursed through this program. In 2008, the American Recovery & Reinvestment
Act(ARRA), allowed states to utilize "principal forgiveness" (i.e. grant)with the CWSRF. Each
state was given the latitude,within certain parameters,to decide how to determine what projects
and which applicants would be eligible for principal forgiveness. In North Carolina, this
determination has been made based on several economic parameters that are designed to target
those areas most in need of this type of assistance.
Based on the criteria currently in place, it appears that the Town of Fair Bluff would qualify for
principal forgiveness through the CWSRF program and the interest would be the same as that
detailed for the State Project Reserve program. As previously discussed, one application can be
submitted to apply for both CWSRF and SPR funding with DWI, which gives DWI more
flexibility in being able to fund projects for Fair Bluff. For both programs,the wastewater project
application can be submitted in one of two annual funding rounds: September and March. Full
engineering plans and specifications are required to be submitted within 4 months, and
construction contracts submitted within 24 months,of the notification of funding decision,which
occurs within 30-45 days after applications are submitted.With CWSRF,funding is still based on
critical need; however, repair/replacement of aging infrastructure is considered one of the
1Town of Fair Bluff,NC
�/��/��� �� Project No.20170088.00.RA
Issue Date:January 4,2019
Page 36

Fair Bluff Sewer AIA Report
program's priorities. In addition, one of the goals of funding Asset Inventory and Assessment
projects was for these projects to then develop capital improvement projects that would be
submitted through these two programs and would have the underlying documented need for
funding based on a comprehensive asset management program.
As with the SPR program, all debt incurred must be approved by the North Carolina Local
Government Commission. Applicants can secure up to a maximum of $30 million per loan. If
sufficient CWSRF monies are available,however, this amount can be exceeded.
�/
'� /� 1< Town of Fair Bluff,NC
�/ \ Project No.2O17OO88.00.RA
APD I G I(S c N Issue Date:January 4,2019
Page 37

Fair Bluff Sewer AIA Report
APPENDIX A
1111AWK Town of Fair Bluff,NC
tarDICKSON Project o.2anuar 4,20 9
Issue Date:January 4,2019
Page 38

Fair Bluff Sewer AIA Report
Appendix-Manhole Survey Point File
SEWER MANHOLE LOCATIONS SEWER MANHOLE LOCATIONS N
\\\\\
NORTHING EASTING DESCRIPTION NORTHING EASING DESCRIPTION \\\
199,355' 1,987,365' SM 0249 202,496' 1,987,991' S41 0158 ; 11
Y
199,687' 1,987,336' SM 0248 202,598' 1,987,614' SM 0159 W aALKS' •ter %,14Ai 4
199,876' 1,987,116' SM 0247 202,649' 1,993,385' SY 0208 W. ♦% ~• �� �w >,:V1410%.:4 �• ,
\ r,♦♦��# .44t i. �!��any 4.IN. i♦ :ZAt• '
200,010' J,987,303' Sid 0245 202,652' 1,988,867' SM 0175 \ ltjr ;, 'mot�9:' +.' •°0
1 1�`s,� SITE .•a1� Po'�r•;'i r
200,419' 1,987,158' SM 0246 202,680' 1,986,471' SM 0141 i x*.f.4 /i(,':, :
IfOr
200,812' 1,987,168' SM 0244 202,789' 1,988,770' S41 0125 \ • I �•nr �✓j�♦O ��
""
200,817' 1,987,222' SM 0171 202,844' 1,993,606' SM 0207 .f: z E4,4
201,081' 1,987,274' SM 0167 202,949' 1,987361' SM 0152 , // / w +� I
201,401' 1,987,378' SM 0166 203,045' 1,993,815' SM 0209 71
y / Ir-
m
201,654' 1,987,502' Sid 0165 203,055' 1,988,608' SM 0122 j/ /y
201,812' 1,986,483' SM 0150 203,069' 1,989,374' SM 0132 i/ -i 201,880' 1,987,650' SM 0163 203,098' 1,987,907' SM 0156 \s \ / .144, \
• L 7 _ T, .�
� 202,024' 1,987,037' SM 0145 203,104' 1,992,608' SM 0205 X �
/ v. \---, I ( -----11 202,056' 1,986,272' SM 0149 203,121' 1,993,895' SM 0211 LOCATION MAP
NOT TO SCALE
202,090' 1,985,822' SM 0148 203,151' 1,987,579' SM 0153
€ 202,167' 1,987,917' SM 0162 203,263' 1,992,727' SM 0203 REVISION 1
DATE: 11/29/18
202,187' 1,987,829' Sid OJ61 203,331' 1,993108' SM 0202 ADDITIONAL SEWER MANHOLES ADDED TO TABLE. SIM 0152 (SHEET 1 OF 2) AND SM 0198
4 202,189' 1,986,875' SM 0144 203,333' 1,989,657' SM 0131 (SHEET 2 OF 2),
202,273' 1,988,647' SM 0176 203,353' 1,987,804' SM 0154
�tteit?Ti
202,304' T,986,063' SM 0147 203,503' 1,992,910' SM 0200 I, OUTWARD S. LEGGETT, CERTIFY THAT SEWER MANHOLE LOCATIONS AS SHOWN IN THE TABLES `\\,0( ', ic.,'j
R HEREON ARE FROM AN ACTUAL SURVEY UNDER MY SUPERVISION AND COMPLETED UNDER MY �� ,� ,. ,,.
202,304' 1,988,200' SM 0173 203,565' 1,989,961' SId 0130 DIRECT AND RESPONSIBLE CHARGE; THAT THIS SURVEY WAS PERFORMED TO MEET THE �,• :! `Y*ni'
Jl::-
REQUIREMENTS FOR A US/GIS SURVEY TO THE ACCURACY OF CLASS A. FOR CLASS A US/G1S i 5r 6, ,t_:r'
t SURVEYS IN NORTH CAROLINA, THE RELATIVE ACCURACY SHALL BE EQUAL TO OR LESS THAN ,
202,397' 1,987,220' SM 0242 203,618' 1,990,202' SM 0136 0.5 METER(1.64 FEET); METHOD USED TO EVALUATE THE ACCURACY WAS STATISTICAL TESTING; :T.
1.-51.Ci '
METHOD OF MEASUREMENT WAS GLOBAL NAPGATIO,V SATELLITE SYSTEMS, .�' 11-Z 1-18;;j`-•J
202,425' 1,986,682' SM 0142 203,639' 1,986,492' SM 0137 ••--/.,•; 6 Uc. ,•• J�:
202,482' 1,988,545' SM 0174 203,680' 1,993,056' SY 0201 NOTES. ,r'AiIi1t i.tSt �\`
1, DATES OF SURVEY,HOLY 12, 2017 THROUGH JULY 15, 2017.
g1
202,488' 1,986,263' SM 0143 203,704' 1,990,791' SM 0134 2. COORDINATES BASED ON N.C. GRID NAD 83/2011.
90C MAKKET STREET PROJ.MGR: DSL
N'A"Tai N ` 7a4m DRAW BY: OSL TOWN OF FAIR BLUFF FAIR BLUFF SEWER ASSET INVENTORY SURVEY 1
StEKsoN APPROVED BY: OSLo �"•t°��t •;"� �° ° 1140 MAIN STREET FAIR BLUFF TOWNSHIP, COLUMBUS COUNTY
c°mrrtunfy tnfrostruct,,rs consultont, Gip c.a. PROJ. NO: 2017008800RA FAIR BLUFF, NORTH CARDLINA 28439 NORTH CAROLINA 2
I NC OCENE rro.f-0374 SURVEY DATE(S):SEE NOTE 1
W W I< Town of Fair Bluff,NC
Project No.20170088.00.RA
iiiPDICKSON Issue Date:January 4,2019
Page 39

Fair Bluff Sewer AIA Report
SEWER MANHOLE LOCATIONS SEWER MANHOLE LOCATIONS SEWER MANHOLE LOCATIONS
NORTHING EASTING DESCRIPTION NORTHING EA STING DESCRIPTION NORTHING EASTING DESCRIPTION
203,719' 1,992,651' SM 0199 204,729' 1,994,072' SM 0222 205,692' 1,993,162' SM 0237
203,749' 1,992,165' SM 0193 204,783' 1,994,293' SM 0226 205,693' 1,990,249' SM 0215
203,768' 1,992,185' SM 0194 204,809' 1,993,066' SM 0190 206,037' 1,993,161' SM 0250
203,820' 1,986,414' SM 0138 204,816' 1,992,116' SM 0186
203,854' 1,992,770' SM 0204 204,847' 1,993,709' SM 0219
203,862' 1,986,369' SM 0139 204,892' 1,993,226' SM 0229
203,896' 1,992,028' SM 0172 204,933' 1,992,039' SM 0066
t 203,897' 1,992,539' SM 0198 205,048' 1,994,109' SM 0227
4 203,913' 1,992,100' SM 0196 205,166' 1,989,442' SM 0108
204,048' 1,992,372' SM 0191 205,236' 1,993,838' SM 0228
204,102' 1,992,465' SM 0184 205,239' 1,988,834' SM 0114
g
1 204,164' 1,991,780' SM 0188 205,244' 1,993,268' SM 0230
ii 204,224' 1,991,492' SM 0177 205,271' 1,993,241' SM 0231 -^
a
g 204,254' 1,992,780' SM 0197 205,277' 1,993,250' SM 0235
i 204,288' 1,992,064' SM 0185 205,312' 1,989,097' SM 0107
s 204,314' 1,991,410' SM 0178 205,327' 1,989,371' SM 0109
I 204,379' 1,991,538' SM 0181 205,345' 1,989,037' SM 0112
1 204,411' 1,992,315' SM 0183 205,422' 1,993,071' SM 0234
204,418' 1,993,114' SM 0217 205,440' 1,989,325' SM 0115
204,430' 1,991,507' SM 0179 205,512' 1,989,342' SM 0117 1111
�,\`\,N CA >/i.r
A 204,518' 1,992,493' SM 0187 205,542' 1,989,877' SM 0213 �.� o •y ,
204,603' 1,993,429' SM 0218 205,589' 1,990,093' SM 0110 - `L SEAL s
L-5085 _-
204,631' 1,992,716' SM 0189 205,592' 1,992,882' SM 0236 •iv il-Zg15,(5'•
:.G,A. SUny ;..e.<
204,669' 1,993,925' SM 0221 205,622' 1,990,079' SM 0214 ,///r BIRD 8.t i 1 ���',
204,727' 1,994,118' SM 0223 205,658' 1,993,473' SM 0238
co MARKET STREET PROJ MGR: DSL
WK JINaTrO 't31-782a DRANK BY: OSL TOWN OF FAIR BLUFF FAIR BLUFF SEWER ASSET INVENTORY SURVEY XDICKSON Omc•Lecatton.:North Corellno APPROVED 8Y: DSLswill Girton,. pROJ. NO: 20170DB80CRA J140 MAIN SIREEl FAfR BLUFF TOWNSHIP, COLUMBUS COUNTY
community Introetructare cavuRcntt CraniaFAIR BLUFF, NORMCAROLINA 28439 NORR1 CAROUNA
NC UCENSE No.F-oo74 SURVEY DATE(S):SEE NOTE I
WWI< Town of Fair Bluff,NC
D I C KSO R i Project No.2anuar 8.O .RA
2019
Issue1111. Date:January 4,2019
Page 40

Fair Bluff Sewer AIA Report
Appendix-Estimated Manhole Locations
ESTIMATED MANHOLE LOCATIONS
NORTHING EASTING DESCRIPTION
205,089' 1,989,165' MH 106
203,811' 1,989,687' MH 129
203,889' 1,990,698' MH 134A
204,002' 1,991,095' MH 135
202,425' 1,986,945' MH 146
201,655' 1,987,520' MH 164
201,580' 1,987,478' MH 164A
201,452' 1,987,217' MH 168
201,645' 1,987,324' MH 169
201,770' 1,987,402' MH 170
200,311' 1,987,273' MH 171A
200,730' 1,987,237' MH 171B
204,260' 1,992,008' MH 192
203,721' 1,992,152' MH 195
203,115' 1,993,329' MH 2O2A
203,201' 1,992,681' MH 2O5A
203,301' 1,993,597' MH 210
203,507' 1,993,400' MH 212
205,021' 1,993,493' MH 220
204,637' 1,994,125' MH 224
204,641' 1,994,204' MH 225
205,255' 1,993,289' MH 232
205,112' 1,992,974' MH 233
205,715' 1,992,986' MH 239
206,037' 1,993,161' MH 240
201,654' 1,987,096' MH 243
200,657' 1,987,162' MH 244A
200,022' 1,987,127' MH 246A
Town of Fair Bluff,NC
Project No.20170088.00.RA
AP V'C KSQ N Issue Date:January 4,2019
Page 41

TOWN OF FAIR BLUFF
COLLECTION SYSTEM RENEWAL (WQCS00254)
RESPONSE ACTION/PUMP STATION CONTINGENCY PLAN

TOWN OF FAIR BLUFF
SPILL RESPONSE PLAN
RECEIVE THE CALL: Make sure to get the person's name, address, phone number and the type of
problem . Immediately record the time and date. Notify the Collections System ORC(Ronnie Seals),the
Public Works Director and/or the Supervisor.
IMMEDIATELY GO TO THE LOCATION OF THE SPILL AND MAKE A QUICK ASSESSMENT. Advise the
Public Works Director and/or Supervisor of the situation.
IF THE SEWER SPILL DID NOT REACH SURFACE WATERS(DITCHES,STORM DRAINS, ETC.)AND WAS
LESS THATN 1,000 GALLONS: make immediate corrective action to stop and contain the spill, clean the
area making sure to remove all solids and vacuum up all liquids(call Brian's Waste Recycling)to bring in
the vacuum truck. Lime the area. Put the liquids in a downstream manhole and land fill the solids.
Notify the Public Works Director and/or Supervisor for inspection of the area.
If the sewer spill is 1,000 gallons or over,follow the same instructions above, however,the ORC,the
Public Works Director and/or Supervisor must notify DWQ within 24 hours and fill out a spill response
form and turn it in to Ronnie Seals, (ORC),so it can be forwarded to DWQ.
If the sewer spill reaches surface waters(ditches,storm drains,etc.),contact Ronnie Seals(ORC),the
Public Works Director and/or Supervisor immediately! Stop the sewer spill from continuing to enter
surface waters. Correct the problem causing the sewer spill. If it is a small body of water or water filled
ditch, call (Brian's Waste Recycling)to bring in the vacuum truck,to vacuum the contents into the
vacuum truck and carry downstream of the manhole. If the stream is too large to vacuum,clean as
much of the wastewater as possible out of the stream and affected area. Check the dissolved oxygen
upstream and downstream of the spill within 48 hours. The ORC, Public Works Director and/or
Supervisor must notify DWQ within 24 hours and fill out a spill response form and turn it in to Ronnie
Seals(ORC),within 24 hours so it can be forwarded to DWQ.
METHODS FOR STOPPING SEWER SPILL:
Cleanout overflowing or sewer stopped up line:
Find and remove cleanout plug closest to the street. If the cleanout plug is clogged check the
upstream and downstream manholes. If manholes are both clear and flowing, use a sewer
snake or sewer jet to unclog and clean out. If the main line is clogged use the sewer snake
or sewer jet to unstop the line. Refer back to number 3 for cleanup and reporting instructions.

MANHOLE OVERFLOWING:
Go to the downstream manhole and use the sewer chain or sewer jet to unclog the stoppage from
the downstream to upstream. Refer back to number 3 for cleanup and reporting instructions.
LIFT STATION OVERFLOWING:
First, reset the pump panel. (many times the pumps have been knocked out by lightening or power
surges.) Then try turning pumps on manually to see if the floats have malfunctioned. If this does not
solve the problem,call the Public Works Director,or Ronnie Seals (ORC). Pump around the lift station
or vacuum out the lift station to stop the sewer from overflowing while you attempt to fix the lift
station. If you are unable to get the lift station started, continue to pump and haul. Refer back to
number 3 for clean up and reporting instructions.
SEWER IS SPILLING AND HEADING TOWARD SURFACE WATERS:
Build a dam in the path of the sewer to catch the water, or dig a hole in the path of the sewer to
Catch the water and keep it vacuumed. Call (Brian's Waste Recycling)to bring in the vacuum truck to
Stop sewer from reaching the surface waters. If unable to dig a hole in the path, put bails of hay to
block the path and filter the sewer as much as possible. If it is possible,vacuum the sewer from
lower points to stop any further advance of the sewer. STOP THE WATER FROM REACHING WATERS
IF AT ALL POSSIBLE!
NOTE: Do not be afraid to call in for help. It is better to have the equipment and personnel necessary
to contain the spill,than to have the sewer each surface waters.
NOTE: Do not enter lift stations or manholes. These are confined spaces that require special training
and equipment to enter.

TOWN OF FAIR BLUFF SPILL RESPONSE
CONTACT NUMBERS:
RONNIE SEALS
ORC — COLLECTIONS SYSTEM
(Cell) 910-734-3269
(Work) 910-628-0064
KEVIN TAYLOR
BACKUP ORC — COLLECTIONS SYSTEM
(Cell) 910-734-7301
(Work) 910-628-0064
GEORGE JOHNSON
PUBLIC WORKS/TOWN HALL
(Cell) 910-641-1706)
(Work) 910-649-7423
AL LEONARD
TOWN MANAGER
(Cell) 910-234-0966
(Work — Fair Bluff) 910-649-7426
(Work — Tabor City) 910-653-3458
BRIAN'S WASTE RECYCLING
LUMBERTON, NC
910-738-5311

NCDENR Information
Division of Water Quality
Non-Discharge Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Phone: [phone]
Fax: [phone]
Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]
A Reportable SSO greater than 1,000 gallons to the ground or an SSO of any
amount that reaches surface water (including through ditches, storm drains, etc.),
should follow the procedure below to use for reporting SSO's to the Division:
Report by telephone to a person (not facsimile or voic
e mail) at the regional office
listed above during regular business hours (Monday to Friday 8AM to 5 PM), as
soon as possible, but in no case more than 24 hours after the SSO is known or
discovered. To report outside of regular business hours, call:
1-800-858-0368.
Follow up the verbal report by sending a completed written report to the
Wilmington Regional Office within 5 days.

1 if-
TOWN OF FAIR BLUFF
COLLECTION SYSTEM RENEWAL (WQCS00254)
,�- .,-.. COMPREHENSIVE COLLECTION SYSTEM MAP
����. ""� ��- °GVv ��°�,2�",'t -% CV��., _>- ,.,.,�,�.-� ..;,,�.�,,, r. ram- '�' V��;,a,�$ °,,�� „%., v � *.r,�i,. �e '„»r�.v, ". l'O -s, �y�'�,,w
F?- a,,4c�.:' �..°. :`. „t�a zy- oAe �V ,a, ,k y k= �,�'" '-��T ��*w ?:-�. ,�,; , �e C�A we �S� ,'L'4 � t ate.
�� \ `,€ e`i-" .„a`� y h\y, -s�%`vc;� p -yam; , z„ �;,,,�LL;� ;"-',;`R ��� . ter kAkkl . �, 4: - �n
,,P. A^J,�� `�`^ ,. „ �' ;+wyT rs�"j° °`' l.'�a'm «� %y r;: �A ,� - k. 'va ",kk `.+ x- r.�-.am
" b ^,1„ ,i4 4 @ �(,s",. -, °>�`�,"�,, "s„,,,A `:-;f;" ;alp ..��n��S,r,�� k''�, l`€�y.'�`,,,,. ='�,� '-k,t,;,`, *.
- ?�� ,.,g ems*„'" a`� n,'"> z ,v1-.', , ssi@� ''yas- �,;^W e, � r� ti"�V ry
� '" � ,,-Z^a\ `au k---,.-yam .,€ '`44y*�,,;4*" .x.,y ii\te,�r� ems" 1pd,..�.s�, �-, �, �,, ,,ie,.:,v(` ,,e,
°a,4,-n -" `�`.� -,ktt....` e `s V`°v4,.. ;' ='-,S,ta 2 e�,o�, y4� �"' ,Fi '>,445; -.,-:
,,4,,,. p, »vtp° em s. '"r,' ,,,,U",:✓, w,VA pa,>`,4,4, 3;"A:-, :SA \M xmw�,SI;' �` � -; .i"ta''`,', zt'
. v �rx„e1`i AnV - ,'3,.,1\,A ��A is'`'� „���,w�'\, s,> , �, , `x.-r<;, - t:� ,, ..a
q„' �,q \\A,teV`,v'fi.,' s i$', ,',9,e" v`'X °', a�.4k w,u A.
A\,�, .�',,` / -a�� ,°& �i ,a -. "�;.
-a;s -�,�,�, ,,,�;�` �,. ,�.,,�3+�)� � ,,,;'k ��''k«w,.�'' „` ;.�i 'v°�< o��Y"',," < , ., ���;i fix-, 'k�a*g:� -.;
�� ,� �9,,AAi„, xz;,.,, ��� P'" � e `,,cti ��'�''�< �Cf`\s.",w.-„��ra��- y c, d. A�"ytir
°., �, ^�",,; ,>,'' 'yy 'aye `' `.-„'14ik,':,1Y ';,t M;VA-'1r`rc� -,-mod; ,;.,. 4G „:, °�`-a
��,�� �7_�� ��, >r ms- ,,,vv�a�s v,, ,�� 'v��,,., ,vx ���� ����t� ���-2��"�- ,���,,c
� �� �€ .���� �.,: � � ,-t� ,,war °�15 � \�" "�"v;�,",,-" �„s � ',�,x °,� �-', s:'z'
arc ,a„�, ",*�'.'r``� � ,��� a�L�,a, „ ag,,, �„ ;�` \-;, �''s,v�"; � �'��ayen��,,,AO,�, i� �� `�
".g >�.z-� `- s '»,�;�:.�*.°v�>li�,„�," R��'` `C^,a� >���,,1 �'"s'��,�>,v�*as\,'wa���\��1F���� �r� ‘„1,<�� 0.s�� =� "t��`>,br
;�� � . " °,,� , �,,, ��;,, „'ziW „�- a ,v fix ', '�a�� vv ��,,,,v�A��v ��v� ������" F�= .��«%;4
>° ( ,t, �i� '� A,CAa e T �;4A, A\.�"��O,NMI,i �,:t, , "` , , „ . \',,.„ V\v,�„'o,VM ,....%4°':� 'ti 1 "-.- �n
q. � ,\,N Gl \��R a .,l\>\,��\\,�,,,, `��� \k���,�\� „��� e��� �P
„ititi¢SE 'AONVI L'���,, xf�g, ,„�� 'n; �'h er`- \A na `�,a q � ,1��� .. , ,
- ,-„�'�:;� �,s� ��,. :,,.. ,�e?= V�� „�., �`„ ice;-. Aq-AA��Av£\ ��YS,A,. .fi- .
��_�� „\� -,�e,�„,A"��+" <�A�,e ,�v,$v\c„;,��„v°' �"�-,�"+��" �i,�--,ram `�AvAv��aev�yA•`,'^ ' „�: �.‘`" �,
si£ r„u� � „ .t ,�'%2 . , 7-,.�`,ik14 ;',O\yvV V'r, ,,,\,A��,4t�c,°„y`�" -�,--," ;k\k\,,AvA,,,,w'esv„ ,, A''§5 �,,�6' 4-
,� �\�o„mr�1�: � �a>`�\a\�, \�,�n,�� �,,\�a 1 �`'t n^� � ����'r> p,"�\ ,�1'���^`��>..vfi,�T ;�-;'.- ,�s>
�,a e�,�: '„" ma, �.„F<<- .; dxe„44* �;�; 3"-1, >Aa Z 7',,Yi -;'t a5,s'r`>^"4
IP'Ii
,> ' A�"�� �5 yas�va,1„��„� v�,av,>�pr`„€�-,, �� �s�x.,n„�.y��c,�%.� n"'�-a?-`•':,°,�r,,�,��„i <�t�� �� e ..�^ ,„ � '� i
,=i.a �4�< $�`�l\�;:e".,':r r`�,, Of Y�ff° ,A '"fez„x��'%=�' � a �„we, Z�s," o%"� ,,\ ,,.,z>ti�vA ���, mac^ `�`A,Av 4 C
�� , r�. s \�\,,v v„`,^, Of �;v k �, „, ., � -L,r,t :,�„;x'u rr-C;, ,za ; 5�
. �A8,1.. .a.���:e„ %�:'��'h,g\�5.3 Ao,,�,��'^�C,F, '=`°. --�^��;, x ,Y��„`"��y<:�''h°��i� vow„�V�„<r,<rz�'��e� ,
�; ,� p �'�, ram° �`3.A ,��`�����,`,,,�,�� „..,F,,,u.�„ �+p?�r� e;,',"c e°� ,�C���,���� ,,, „;, �-"�t v �S` .
«t ' . '#� „ '�- ,w\ ,y,<, `� r .' ^�"` V�,.AA,A�,AyVAr„-e,'p�c°e, �eY t, ra`'°e, "^ >y>o..f rp
,t, " ,`' ,v bra, m< % '�.:. ;$ 4',,,, ` v»c�\� �''` ,F�, ', �
,14
, F ,,' +p� 4x": `,,,.r„„,, r ", •`F,4, l ,=,-A' „sue"na'., v\ 4 ,,,,i„, nt F ,,+i`:C'�" •.+z "' .i4 „\,, `
„,,,�,,Aa*a.r ,'„r' , ,`'wv���,i,..�.�.� ,� - v;� '`;.-,a�',e,���$��;�-,,"����,N�, .�`�. ,�°*..� n`����°°",q`„��A.„\vAy,^;A`�VA,.„ .�- �'�1,�„
�,., ,�,�\ „�";'qry`�,�. „„;,,` �>,'�� °�-.� 5��«, *\„�v,\�,�,AA, �y,=�' ,,�,* ,>�",e,,w„i y�r° y`v�., \@�„�,"���?y.. --�.�` ;£ � �, y, 4�i�-
'�V -,� ` ",r\A''y1 ,' "l -A-AAA,� `c l"�kA , ` >,.*vy, ,„fir ,kk, ,o',,,gip ..; ,`�5,
..,, •fir- „.,fir, sg� " 11: AAA ;� 'i',, a=1„A,AY,��\e- .. k,A\`1; 1.„ ^ s:
�\",M"\ ' 'ri '���Fa,e x 1 �'-z�.,h'+,,�� .�1\aCe\\C,�A„ek,A.�,c„ ��A„A\.�BAi�t,�\\�,a\\$\\ \',3,
"rP:�$ .ea a rAC,Aa� "{it �k.,' -;%„ i avk k\V1J\V\,`��\, .�,,,Rkkkvg „\k.k,`- ,,,,
t, ,s/ s ." S w s.� 'yy � V\����� �At- „.a",- ,�����AA@„�V AAA kp,°`r��„'tki � ,�3�� y�� � �-����-^ �`"�� „
kkky
- .4-A- ,- , '" �" a,i ..,..`-,>, Yam.
" ,G� '� �, a vA\ e 4kok ems,
�?\ 3 `",,. V OA,:, �, AAA. r
s � M;4, , 'mot r- �. rM, '" ,,,y,$ ��
,`A k\v`s,„V"`:°` m ' � '> ``\fAj"kn,k,„4.4, -,r, r `u£G `s s: ,•�,..
V4„.. m � „-. ,�,,, `'4'; '' a,,, ' , ,Co, , ,'.tea- '4V41\\*VA, ,f 2 ,Su,,,y w*„_, ;-:.P, �.?e
>„r'�' vp�,,x,i,.v,2„;v\;k\ i,�4 ,"„,v,�� - � .r-,<r �-' ...' '- ... fit" As o`,
ke
� 0.,- .' "\A„. A„„'F` ` s',i'' R„ .v% �`, iA`P„`;''i� sayR a� �,Atht"_� Y ? 's'
s,"r x�kkA >,,. ! oq a� �` ,� a s ' ayw^ A. tti t ,'-'1 '" F °.� �a ;
ad•` ,L; a , ,�s?, @ws"',v = a °'may v =-,'w`, 'pG� ,� v s*� , . „, s." ^1; � = ,„° \,
-` _ ��� ° .-,4' , c _ ,mac%- A1v,,�A�v�A���v.k4,-ze;'. . >. p r,,;,;4,-
-9..''.c, .#.b'.w3'�' `,�, ��,�u:`a\� „,:k'@\\Vvq,A A` '% -'� �'��'�+�ti`� "s � ,° 4"���;��-.A`,
<`ice.. { ,g•,z': s,, \4 ,<✓,£,`gY ' �.k.%,k `� �„.r.,„,A�A „ 'tek,.;, `.,, + m .:f.,Akk
.. -,' `-` :,,; , te+^ ° .-, 3 +.,a,,:„� ;, �..,i : 3 - '""„' �.,, ,„ c,�
w;,;".fit- ,j.,&k," -,, 4,,„,- , 4N, y� $' ^ n ,j. 'tA �� v„
'tea aa, a= ;i,,,,,,,-4 y., .A, - �o„ '„c;-,gar*.>" .. - �a %?_k s„ -, °�#'Br.; iv°�, ,,', "

'7‘1::111111' _ ___
Gy
\ \ \
, yJ , \ \Jam_.-. •," 3'• ((� `. �`\
''''''' 1 I
i ,..,,,..c \,......(\17.:.
\2:.,,
.ij...
a ,, \,` '�(�" _; • ` ♦•. C ',� .,i__ T _•___•-... _.
,,,,,,, 7,,,, —
"..:
\ w a° ^r,
/- / , ` 'mac '` c' �.$ a'^ • �/'(,(� \ - l_-- %.
/ `'0,h �P a NC'._`• (\ , .` : Py JKI ` •\ •"\`!
f . ✓/ 't.,, ��'• \\,...\ °K\ I \ /`\ I Il ' ,` , r` \µ `, IOV " F Py ,°P ,.'`\ � JIK .I
•
�\ •\�Y_�' ` 1d J `��.��` ,../',' ` ��eP+° a°°sue, •tee/ •YeueK" R �y-,�,`, • ,
i \
i \ . YeP'j6 w i ,oae�,\
It
•
� , Y � `q rc/ ' /A m b •i ='�:9: g°
�'• 'gy , ,a" ' P i`
4N. „,. <„,
�` j
- _
-1�
.,/' y .` /\ `O a q1!.bR 6. '
\ L'
",:.S.,
O �• i" .,t . , N i , l.'., . •.\``\ ,\ • 10 RPM _ /,•/
o
!A•
•/.'•'''' i . 411 leiC' • N N‘{' '.i.• ij
•
•
•
•
•
• \:' i
\\ °"l�`
l-. <' ' / i'' \--- It____ . .
., ..., ., ,
/ /. ...
, .
..„,..
/ .. . ... ..
-„,„.„, ...... ,./ „ ' \„,/ e.,::<///•i,
•
r
�. (�
o v VLegend
°iw-
Y III,
` IIII/
Pump Station
j 4
0 Manhole
e' I P II --*-- GravityMains
\a`
Parcels
.
€` CityLimits
'''''''''' 7 '''' _,_
\f'..'""--....
���
I W I'
Fair Bluff Sanitary Pr
Sewer S stem 0 400 800 1,200
Feet