WQCS00304_Renewal (Application)_20240209

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ROY COOPER
Governor ��
ELIZABETH S.BISER „ ""•^""crx o � s
Secretary
RICHARD E.ROGERS,JR. NORTH CAROLINA
Director Environmental Quality
February 12, 2024
Town of Pikeville
Attn: Tim Biggerstaff, Town Manager
PO Box 9
Pikeville, NC 27863-0009
Subject: Permit Renewal
Application No. WQCS00304
Pikeville Collection System
Wayne County
Dear Applicant:
The Water Quality Permitting Section acknowledges the February 9, 2024, receipt of your permit renewal application and
supporting documentation. Your application will be assigned to a permit writer within the Section's Non-discharge
permitting branch. Per G.S. 150B-3 your current permit does not expire until permit decision on the application is made.
Continuation of the current permit is contingent on timely and sufficient application for renewal of the current permit. The
permit writer will contact you if additional information is required to complete your permit renewal. Please respond in a
timely manner to requests for additional information necessary to allow a complete review of the application and renewal
of the permit.
Information regarding the status of your renewal application can be found online using the Department of Environmental
Quality's Environmental Application Tracker at:
https://deci.nc.gov/permits-regulations/permit-guidance/environmental-application-tracker
If you have any additional questions about the permit, please contact the primary reviewer of the application using the
links available within the Application Tracker.
Sincerely,
Wren Thedford
Administrative Assistant
Water Quality Permitting Section
cc: Daniel Sears-Environlink
ec: WQPS Laserfiche File w/application
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ashingt Carollon Rttae DepartmentgionalOffice of1 943 EnvironmentalWashington Quality I DivisionWas h
of Water Resources
ington.North Carolina 27889
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ENVIROLINK
January 16, 2024
Mr. Charlie Miller,P.E., Environmental Engineer RECEIVED
Municipal Permitting Unit
Division of Water Resources FEB 0 9 2024
NCDEQ/DwR/NPDES
RE: Pikeville Collection System
Permit Renewal
WQCS00304
On behalf of town of Pikeville,Envirolink Inc. appreciates the opportunity to submit their
NCDENR renewal application package.
Please find enclosed the System-Wide Wastewater Collection System(FORM: CSA 04-16).
Also included in the package are the required Pump station List,high priority lines list, capital
improvement plan(updated and approved), response action plan, and comprehensive collection
system map.
Please let me know if you need or require any additional information and thank you for your
consideration.
91 -op-Fr/—
Daniel Sears
[e-mail]
984-365-9155
Compliance Coordinator
Envirolink, Inc.
Envirolink,Inc.
Out?atfaat La Q/tl1lij d anag.nvnt
4700 Homewood Ct,Suite 108;Raleigh,North Carolina 27609
252-235-4900(phone) 252-235-2132(fax)

I. APPLICANT INFORMATION:
1. Applicant's name(Municipality,Public Utility,etc):Town of Pikeville
2. Facility Information: Name: Pikeville Collection System Permit No.:WQCS00304
3. Applicant type: ®Municipal El State ❑Privately-Owned Public Utility
❑County ❑Other:
4. Signature authority's name:Tim Biggerstaff per 15A NCAC 02T.0106(b)
Title:Town Manager
5. Applicant's mailing address:PO Box 9
City:Pikeville State:NC Zip:27863-9
6. Applicant's contact information:
Phone number:[phone] Fax number:( )= Email address:managerApikevillenc.gov
II. CONTACT/CONSULTANT INFORMATION:
1. Contact Name:Daniel Sears
2. Title/Affiliation:Compliance Coordinator
3. Contact's mailing address:4700 Homewood Court,Suite 108
4. City:Raleigh State:NC Zip:27609-
5. Contact's information:
Phone number: [phone] Fax number:( )= Email address:[e-mail]
III. GENERAL REQUIREMENTS:
1. New Permit or Permit Renewal? ❑New ® Renewal
2. County System is located in: Wayne County
3. Owner&Name of Wastewater Treatment Facility(ies)receiving wastewater from this collection system:
Owner(s)&Name(s):Town of Pikeville
4. WWTF Permit Number(s): W00023934
5. What is the wastewater type? 100%Domestic Ior %Industrial(See 15A NCAC 02T.0103�20))
Ii Is there a Pretreatment Program in effect?El Yes or❑No
6. Wastewater flow:0.05521 MGD(Current average flow of wastewater generated by collection system)
7. Combined permitted flow of all treatment plants: 0.1400 MGD
8. Explain how the wastewater flow was determined: El 15A NCAC 02T.0114 or®Representative Data
9. Population served by the collection system: 896
IV. COLLECTION SYSTEM INFORMATION:
1. Line Lengths for Collection System:
Sewer Line Description Length
Gravity Sewer 7.22(miles)
Force Main 1.0(miles)
Vacuum Sewer --(miles)
Pressure Sewer --(miles)
APPLICATION CSA 04-16 Page 3 of 5

2. Pump Stations for Collection System:
Pump Station Type Number
Simplex Pump Stations(Serving Single Building) 1
Simplex Pump Stations(Serving Multiple Buildings)
Duplex Pump Stations 3
3. Submit a list of all major(i.e.not simplex pump station serving a single family home)pump stations. Include the following
information:
D. Pump Station Name
o Pump Station#1: WWTP Influent pump station.
o Pump Station#2: Collingwood drive
o Pump Station#4: Goodnight street behind countryside village.
o Pump Station#5: Main street
D. Physical Location
o Pump Station#1: WWTP Influent pump station.
o Pump Station#2: Collington Dr
o Pump Station#4(Hwy 117 N of Pikeville/Assisted Living)
o Pump Station#5 [Between Hooks Grove Church Road& Church St. (Main Street)]
➢ Alarm Type(i.e.audible,visual,telemetry,SCADA)
o Pump Station#1: audible, visual,telemetry
o Pump Station#2: audible, visual,telemetry
o Pump Station#4: audible, visual, telemetry
o Pump Station#5: audible, visual, telemetry
➢ Pump Reliability(Can convey peak hourly wastewater flow with largest single pump out of service)
o Pump Station#1: Dual self-priming pumps
o Pump Station#2: Dual submersible pumps
o Pump Station#4: Dual submersible pumps
o Pump Station#5: Dual submersible pumps
➢ Reliability Source(permanent/portable generator,portable pumps)
o Pump Station#1: On site back-up generator.
o Pump Station#2: Portable generator connection.
o Pump Station#4: Portable generator connection.
o Pump Station#5: On site back-up generator.
➢ Capacity of Station(Pump Station Capacity in GPM)
o Pump Station#1: 300 gpm
o Pump Station#2: 80 gpm
o Pump Station#4: 80 gpm
o Pump Station#5: 80 gpm
APPLICATION CSA 04-16 Page 4 of 5

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.
o W.K.Jones(Ken Jones)Mobile Home Park
■ 10 inch ductile iron mechanical joint aerial line crossing ditch north to south on left side of Ann Drive
manhole A-21 &manhole A-20.
o Town of Pikeville outfall line at end of Railroad Street and Ham Street.
• 12 inch aerial line crossing ditch through railroad tracks from manhole A-14 to A-13 on West side of
Railroad Street.
o Straight Cut Painting off of Highway 117(out-fall line)
• 12 inch aerial line crossing ditch interim slough from manhole A-8 to manhole A-7
o Highway 117 close to Booker Street
• 8-inch VCP dip line from manhole Y-1A to manhole Y-1
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 of Pikeville contracts Envirolink Inc. to provide an ORC,a Backup ORC and supervision of the collection system,
and all associated permitting and reporting
2. Indicate the current designated collection system operators for the collection system per 15A NCAC 08G.0201
Main ORC Name: William Lamm Certification Number: 11693
Back-Up ORC Name:Anthony Branch Certification Number:29260
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: $ 1,500.00
4. Submit a copy of your current annual budget.
5. Approximate capital improvement budget for the collection system only: $2,681,350.00
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)
Northwest Elementary School Nicole Carter,Principal.4665 NC 111 North Pikeville,NC 27863-9719.
[phone]
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:
Northwest Elementary School has a 180 GPM pump station that discharges to the Pikeville system via 6"force main along
Pikeville-Princeton Road. Pump station and force main owned and maintained by the Wayne County Board of Education.
VI. COLLECTION SYSTEM COMPLIANCE:
1. Is a Response Action Plan currently in place®Yes or❑No
APPLICATION CSA 04-16 Page 5 of 5

2. 1f Yes,submit a copy of ine Kespuiise r►cuuu r gnu acc ILnvw...- •
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
' n System Permit Conditions. Typically compliance
schedules
7. Thoroughly read and review the System-Wide Collection YP Y
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.
Current
If no,Indicate a Typical
Permit Condition Compliance Compliance
Compliance? Date Schedule
I(4)—Grease ordinance with legal authority to inspect/enforce ❑Yes ❑No 12—18 mo.
1(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.
I 8 —Pumpstation contingency plan LI Yes ❑No 3 mo.
( ) g Y
1(9)—Pump station identification signs. ❑Yes ❑No 3 mo.
I(11)—Functional and conspicuous audible and visual alarms. ❑Yes ❑No 3—6 mo.
II(5)—Spare pumps for any station where one pump cannot
handle peak flows alone(in a duplex station,the 2"pump is ❑Yes ❑No 6—9 mo.
the spare if pump reliability is met).
II(7)—Accessible right-of-ways and easements. ❑Yes ❑No 6—12 mo.
II(9)—Response action plan with Items 9(a—h). ❑Yes ❑No 3 mo.
III(3)—Comprehensive collection system map ❑Yes ❑No 10%per year
For conditions not listed,compliance dates are not typically offered. List any permit conditions that may be difficult for the
applicant to meet(attach clarification if needed):
VII. APPLICANT'S CERTIFICATION per 15A NCAC 02T.0106(b):
I,Tim Biggerstaff attest that this application for Pikeville 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 143-2 15.6A and 143-215.6B, 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: � Date:
APPLICATION CSA 04-16 Page 4 of 5

Pik'e v'i e
The Gem of'41 jne Cuuny
TOWN OF PIKEVILLE
CAPITAL IMPROVEMENTS PLAN
WASTEWATER SYSTEM INFRASTRUCTURE
September 2022
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Prepared By: 1 INC
McDavid Associates, Inc.
P.O. Box 1776
Goldsboro, NC 27533
Tel: [phone]
Fax: [phone]
E-Mail: [e-mail]

DESCRIPTION OF EXISTING WASTEWATER INFRASTRUCTURE
Reference the Appendix for a map showing the existing layout of the Town's sewer collection
system. A schematic diagram showing the general layout of the existing wastewater treatment
facility components is also provided.
The Town's original sewer system was constructed in the 1930 era and discharged untreated
wastewater directly to The Slough. The Town's first wastewater treatment plant(WWTP) was a
140,000 gpd lagoon system constructed in 1967. The Town upgraded the plant to a secondary
treatment mechanical plant with tertiary filter in 2004. Improvements were made to the plant in
2019 by adding a storage pond and additional irrigation pumps. A schematic diagram of the
WWTP follows:
FUTURE 12^GRAVITY LINE
EQ Pump : 0.7 MG
Collection Station EQ Structure
System ( 1
Not in Service) 1(Not in Service)
- I
_ +�^'Influent i Flow ` EQ #Sludge ►Aeration Dual ram;Effluent Inigati°
; Flo rot
Pump 1 `s Meter; :
I Tank : :C11amt1ere : Clarifiers , Tank ! : StfUCWre
Station ! ' 1
! Mechanical Plant + +
,4rigation' !irrigation imgation
1
Storage L.;Storage Storage
Storage ram-,Structure: !Structure Structure
! !
Structure No.3; No.2, No.1 ,
No.3 Return
'- --
Center Pivot Center Pivot Pump Station:-
No.1 No.1 •
•r"L-S-:=r=i=�
Irrigation i e
w�1Y W a� ! Pump !.
__L No.1 Irrigaflon�
- - - - ---t- Pump !. ,
8"Force Main No.2 :'Irrigation'
S"Force Main .I Pump : •No.3 :Itmtation -
`-- •i uNomp4 :
TOWN OF PIKEVILLE
SCHEMATIC DIAGRAM
ILLUSTRATING EXISTING
WWTP ASSETS
The Inventory of Assets includes all wastewater assets owned by the Town. The inventory
includes maps and spreadsheets that identify ages,types of materials, and sizes of pipe materials,
and also ages,types of materials,and sizes of manholes. Approximately 1%(458' out of 43,447')
of the collection system was constructed in 1930s-1960s and consists of 6"vitrified clay; 8"VCP;
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12" ductile iron and 12" VCP. Around 5,068', or 12% of the system, was constructed between
1981 and 1985 and consists of 6", 8" and 10" PVC Truss pipe. From 1994-2001, four projects
installed 9%(3,777')of the system to include 8"and 10"in PVC and DIP materials. Three major
rehabilitation projects took place in 2006, 2008 and 2020 replacing or rehabilitating by lining
almost 79%(34,144') of the Town's sewer system. Existing lines were replaced with 8" and 10"
DIP and PVC while other lines were lined with either I-IDPE or Cured in Place(Resin Impregnated
Flexible Felt Tubes) liners. All manholes (171 total) in the system are 4 ft diameter and either
brick (55 brick of which 19 have been lined) or precast (116 precast). Nineteen of the brick
manholes have been lined. The Town maintains a map of the sewer system. A copy of the Town's
Sanitary Sewer System map is illustrated on the following page.
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The following table summarizes an inventory of collection system assets.
TABLE 2 - SUMMARY OF GRAVITY SEWER LINES
Size& Type Length(Ft) Inch-Miles
6" VCP 201 0.34
6" PVC 593 0.17
7"HDPE Liner 6,424 8.52
7"RIFFT Liner 3,829 5.08
8"RIFFT Liner 1,002 1.52
8" VCP 184 0.28
8" PVC 6,849 10.38
8" DIP 7,840 11.88
8" TRUSS 950 1.44
9"HDPE Liner 7,594 12.94
9"RIFFT Liner 340 0.58
10" DIP 1,145 2.17
10" PVC 785 1.49
10" Truss 2,625 4.97
11" HDPE Liner 3,013 6.28
12" DIP 28 0.06
12" VCP 45 0.01
Totals 43,447 FT 68.79
A total of four(4)Town maintained pumping stations with force mains of various sizes and lengths
make up the remainder of the collection system.Pump Station#1 is considered the WWTP Influent
Pump Station. The Town's four pump stations were constructed in 2004, 1975, 1999, and 2020,
respectively. Each pump station includes two pumps. Pump Station 1 has dual self-priming pumps
while pump stations 2, 4 and 5 have dual submersible pumps. Pumps at station 1 are rated at 300
gpm while the pumps in stations 2,4 and 5 are rated to pump 80 gpm. Pump Stations 1 and 5 have
onsite backup generators installed as of 2004 and 2020,respectively. Pump Station 4 has a portable
generator connection. One privately owned pump station serves the Medical Office at Highway
117 and Mt. Cannel Church Road. Photographs of Pump Stations 1, 2, 4 and 5 are included on
the following pages.
Force mains for the Town's four pump stations were constructed in the same year as the respective
pump station. All four pump station force mains are primarily 4"PVC except for Pump Station 1
which is served by an eight-inch force main. Force main sizes and lengths are as follows: Pump
Station 1 —484'; Pump Station 2—2,330'; Pump Station 4—2,153'; and Pump Station 5— 120'.
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PUMP STATION NO. 2 (4' DIAMETER MANHOLE)
COLLINGWOOD DRIVE
2 - SUBMERSIBLE TYPE 80 GPM PUMPS
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ANTICIPATED WASTEWATER INFRASTRUCTURE PROJECTS THROUGH NEXT
TEN YEARS (2022—2032)
Projects planned for the next five years address practically all assets assigned "Poor" or "Very
Poor" ratings in the Asset Management Plan's Inventory of Assets. Projects are identified as
follows:
1. Replace approximately 1,170 LF of 10"gravity truss sewer lines and manholes installed in
1981 known as the Booker Street Outfall and replace approximately 11 manholes
constructed in 1975 in Collingwood Subdivision.
2. Replace the Collingwood Pump Station constructed in 1975 with like size pump station to
include an on-site standby power generator.
3. Replace WWTP existing fencing constructed in 1967 and 1981, and renovate existing
WWTP Storage Structure 3 Return Pump Station constructed in 1981.
4. Replace approximately 621 LF of 8" gravity truss sewer lines and manholes installed in
1983 on Harvey Street, replace approximately 329 LF of 8" gravity truss sewer lines
constructed in 1983 Booker Street east of the Railroad,and elevate three existing manholes
south of Pikeville located within the 100 year floodplain/floodway.
5. Re-paint existing metal WWTP components constructed in 2004 to include the EQ tank,
dual Aeration tanks, dual clarifiers, chlorination and effluent holding tanks.
6. Modify existing WWTP EQ system constructed in 2004 to incorporate existing .7 million
gallon storage structure constructed in 2004 as additional EQ storage.
7. Construct new WWTP Operations building to include bathroom facilities. The WWTP
does not include any office, storage or bathroom facilities.
8. Install 340 cast iron boxes over sewer service cleanouts to protect cleanouts from damages
(the Town has identified 45 existing damaged cleanouts via smoke testing)
9. Replace 45 damaged sewer service cleanout stacks.
The above listed projects are"lumped"together in a single grant application"2023 Sanitary Sewer
Improvements"to be submitted to the Division of Water Infrastructure on or before September 30,
2022. The AMP and funding application include more details describing the project. The cost
estimate for the project illustrated on the following pages is taken from the grant application:
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Indicate construction costs by line item(e.g.,linear feet of different-
sized lines,each type of stormwater control measure,each stream Other Secured
restoration/enhancement/stabilization reach).Include a more detailed Division Funding Funding Total Cost
construction cost budget if needed. Requested Source(s) Amount
Construction Costs(All work benefits entire Town which is
considered"Disadvantaged")
Sewer Line Replacement More than 40 Yrs Old
Booker Street 10"Outfall Replacement(constructed 1981)(1,170' @
$200/LF) $234,000 $234,000
Booker Street Outfall Manhole Replacement(constructed 1981)(3
MH @$7,000ea) $21,000 $21,000
Collingwood Subdivision Manholes(constructed 1975)(8 MH @
$20,000 ea including pavement repairs) $160,000 $160,000
WWTP Replacement Work More than 40 Yrs Old
Replace 4,200'barbed wire fencing installed 1981 and 2,200' of
chain link fencing installed 1967(6,400'@$80/LF incl clearing) $512,000 $512,000
Renovate Existing Storage Structure 3 Return Pump Station
constructed in 1981(no increase in capacity)Replace pumps,piping,
electrical gear,paint and re-roof $400,000 $400,000
Pump Station 2(Collingwood)Replacement Work More than 20 Yrs
Old(Constructed in 1975)
Pump Station-Pumps and Wetwell $300,000 $300,000
Electrical Gear and Controls $125,000 $125,000
Guide Rails,Hoist and Concrete Top $36,000 $36,000
Standby Generator $75,000 $75,000
Fence and Gate $20,000 $20,000
CABC Stone $10,500 $10,500
Borrow-New Pump Station $26,000 $26,000
Site Piping,Valve Vault and Flow Meter $95,000 $95,000
Gravity Sewer to New Pump Station Location(1,050' @$200/1(1) $210,000 $210,000
Manholes along Sewer to New Pump Station(6 @$8,000 EA) $48,000 $48,000
Pavement Repairs-Sewer to New Pump Station(1,000 sy @$75/sy) $75,000 $75,000
Services along New Sewer to Pump Station(14 EA @$3,000) $42,000 $42,000
Sewer Line& WWTP Replacement work>40 yrs old and Pump Sta $2,389,500 $2,389,500
Replacement>20 yrs old subtotal(67.9%of total construction)
Sewer Line Replacement Work less than 40 yrs old
Replace Harvey Street(621')and Booker Street East of Railroad
(329')Truss sewer lines constructed in 1983)(950' @$200/ft) $190,000 $190,000
Pavement Repairs(900 sy @$75/sy) $67,500 $67,500
Replace 4 Manholes @$8,000 ea) $32,000 $32,000
Elevate 3 Existing Outfall Manholes in Floodplain/Floodway $15,000 $15,000
WWTP Replacement Work Less than 20 Yrs Old
Re-Paint Existing Metal EQ,Aeration,Clarifiers and Chlorination
(constructed 2004-18 years old) $250,000 $250,000
New Work
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Modify Existing EQ system(constructed in 2004)(no increase in
capacity)to incorporate existing.7 MG Storage Structure
(constructed in 2004)as additional EQ storage $170,000 $170,000
Construct new WWTP Operations Building including bathroom
(WWTP currently does not have any office or bathroom facilities)
1,200 SF+/-@$250/sf) $300,000 $300,000
Install 340 cast iron boxes for sewer service cleanouts @$250 ea $85,000 $85,000
Replace 45 broken sewer service cleanout stacks @$500 ea $22,500 $22,500
Sewer Line work<40 yrs old and WWTP Replacement<20 yrs old
and New work subtotal(32.1%of total construction) $1,132,000 $1,132,000
Construction Subtotal(100%of total construction cost benefits
Town which is "Disadvantaged") $3,521,500 $3,521,500
Contingency(10%of construction costs): $352,150 $352,150
Construction total including contingency: $3,873,650 $3,873,650
Engineering Costs
Engineering Design $320,000 $320,000
Construction Observation(330 days): $212,000 $212,000
Construction Administration(330 days) $202,000 $202,000
Permitting $15,000 $15,000
Land Surveying Costs $20,000 $20,000
Hydrology Study $50,000 $50,000
Engineering Subtotal: $819,000 $819,000
Administration Costs
Engineering Report $35,000 $35,000
Legal Costs $5,000 $5,000
Environmental Documentation Preparation(If Required) $8,000 $8,000
Other:Land for Pump Station $30,000 $30,000
Other:Reimbursables $2,350 $2,350
Administration Subtotal: $80,350 $80,350
TOTAL PROJECT COST: $4,773,000 $4,773,000
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SUMMARY OF WASTEWATER INFRASTRUCTURE PROJECTS THROUGH NEXT
TEN YEARS (2022—2032)
A matrix illustrating the Town's wastewater infrastructure capital improvement projects by
priority over the next ten years is illustrated below:
Wastewater System Priority Matrix and Capital Project Costs through 2032
Year Year Year Year Year Year Year Year Year Year
Projects Current 1 2 3 4 5 6 7 8 9 10
Condition 2022- 2024 2025 2026 2027 2028 2029 2030 2031 2032
23
1mPriority: Poor 0 2,000,000 2,773,000 0 0 0 0 0 0 0
2023
Wastewater
Improvements
Project
2' Priority: Fair 0 0 0 0 0 0 90,000 0 0 0
Replace Pump
Station 4 Pumps
and Electrical
Gear
3'Priority: Fair 0 0 0 0 0 0 30,000 0 0 0
WWTP Flow
Meter
Replacement
4th Priority: Fair 0 0 0 0 0 0 45,000 0 0 0
WWTP
Chlorination
Equipment
Replacement
The 1st Priority project in the matrix is the subject of the Town's grant application
($4,773,000) to the Division of Water Infrastructure for the September 30, 2022 funding
cycle.
The second highest priority project is identified as"Replace Pump Station 4 Pumps and Electrical
Gear" with a cost of $90,000 to be implemented in 2029. The third highest priority project
"WWTP Flow Meter Replacement" involves replacing the influent flow meter in 2029 at an
estimated cost of$30,000, followed by the fourth highest priority project involving replacing the
WWTP Chlorination Equipment in 2029. It is noted that a lot of WWTP and pump station
equipment(WWTP standby generator, WWTP influent pumps, irrigation pumps 1 and 2, WWTP
blowers, EQ pumps, etc)will be 30 years old in 2034 and may cease to function with little notice
prior to that time. The Town must maintain the financial capability to replace any and all of these
items immediately upon failure.
The four projects identified above are the only projects proposed within the next ten years.
Sufficient time exists for the Town to set aside funds annually in a capital reserve fund to address
the projected 2029 project expenditures. These projects address practically all the known
significant capital needs associated with the Town's wastewater infrastructure rated "Poor" and
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29

Operation and Maintenance Plan
Town of Pikeville
Town o1 ,
evi e
The Gem of Wiyne Count]

2.0 ADMINISTRATIVE OPTIMIZATION
Administration of an O&M program involves communication and understanding between all
personnel. To achieve a high level of success, the O&M program must be well defined,
standardized to the point of being routine, and clearly communicated. All personnel must
understand the goals of the program and have a clearly written set of procedures to
accomplish these goals. A complete inventory of equipment and materials is required to
effectively schedule maintenance.
2.1 Standards,Policies and Procedures
Standardization of O&M operations insures that all personnel are trained and capable
of performing their responsibilities maintaining the system. Administrators utilize
written standards to manage the process. Issues pertaining to health and safety, repair
procedures and purchasing policies should be well understood by the staff in order
to make the program work effectively and efficiently. A documented staffing plan
will allow personnel to understand their role in the program.
A well-organized O&M program will allow the following goals:
Standardize maintenance procedures,material,and spare parts
purchasing policies.
Utilize funding effectively and efficiently to maximize the asset value of
the system.
Provide the highest level of service to the customer base.
Perform all work on the system safely through personnel training.
Protect the public health by continually maintaining the system.
2.2 Budgeting
Appropriating adequate operational funds to facilitate proper levels of operation and
maintenance is prerequisite to implementation of a successful preventive
maintenance program. Lack of funding is a primary cause of neglect and resultant
deterioration. Annual line item budget development by the administrative staff,
engineer and operations superintendent is recommended. A key element of the
operation budget program is the tracking of costs in order to have accurate records
each time the annual operating budget is developed. Pikeville can develop the
budget by tracking maintenance and capital costs. Having an annual baseline
provides documentation for future budget considerations and provides justification for
future rate increases and other sources of funding. Some basic budgeting items to
consider are as follows:

2.3 Asset Management
Generally speaking, water and sanitary sewer systems are the largest capital assets a
public provider owns and operates. However, historically these systems have not
been operated as an asset. Recent changes in national accounting standards require
municipal governments to treat systems as an asset (GASB 34). Failure to meet the
standard may have an adverse effect on bonding capacity and ability to incur
indebtedness. Asset management is essentially managing infrastructure capital asset
to minimize the total cost of owning and operating it while delivering the service
level customers desire. A focus on asset management ensures that Pikeville will
utilize life cycle costing and value engineering when considering budgets and capital
improvements, which in turn can justify rate increases and financing requirements.
The key elements of asset management are:
• Management Information Systems.
• Asset identification and valuation.
• Failure impact evaluation and risk management.
• Condition assessment.
• Rehabilitation and replacement planning.
• Capacity assessment and assurance.
• Maintenance analysis and planning.
• Financial management.
• Continuous improvement.
2.3.1 GIS System
In order to organize, maintain and manage Pikeville infrastructure assets, a
comprehensive GIS database/mapping system has been developed. The GIS can
be used to:
1. Keep permanent records of Maintenance activities
2. Report completed and remaining defect repairs
3. Track and Plan segment specific repair programs
4. Maintain a complete system inventory
5. Track Customer Complaints
Additional data that can be input includes:
• customer data including street address and ID numbers,
• type of customer,

• EDUs,
• service line diameter and length and point of connection(sub-unit
and stationing),
• dye test status,
• dye test findings and sources of illegal flow,
• floor drain and or foundation drain connections,
• site tee status etc.;
• mainline data including;end manhole id's,length,slope,type,size,
• cleaning and root intrusion data,
• date of last CCTV and findings,
• CCTV findings including noted O&M as well as structural problems,
• number of taps by type(fitting or break-in),etc.
2.4 SSO Response Plan
Planning for emergencies, such as Sanitary Sewer Overflows, and developing reaction
plans to protect the public health and safety, and provide for environmental
protection is a key component to an O&M plan. The development of a response plan
and procedure will also allow Pikeville to inventory the necessary resources to
respond to those emergencies,and create a staffing plan accordingly.
The plan should contain a mechanism to keep the customers notified of impacts
to them, such as outages (including projected lengths of time), road closings, etc.
A representative from management should be given the role of dealing with the
media to address public concerns. All other employees should refer inquiries to this
designated spokesperson.
Included in Appendix A is an SSO Response Plan (SSORP). This document lists
the responsibilities and procedures necessary to effectively respond to an SSO event.
The plan includes a procedural form that allows standardization of the reporting of
the event in order to document the occurrence and report to the appropriate agencies.
2.5 Maintenance
Initial preventive maintenance program for the Pikeville sanitary sewer system will
be based on the manhole physical surveys and CCTV information. Initial preventive
maintenance for the Pikeville water system will be based on physical observation of
assets and monthly monitoring of water supply and water use (now quantified
through an automatic metering infrastructure system currently under construction).
2.6 Frequency of Maintenance Activities
As noted, a good preventive maintenance O&M program is based on a routine
operating procedure that assures that each component of the system is inspected
and necessary maintenance performed at appropriate intervals. Newer systems or
systems that have exhibited no operating problems such as backups, surcharges,

odors etc. will require less frequent inspection while those with chronic problems
will require more frequent inspection and maintenance activities. The frequency of
maintenance activities will depend on the nature of the problem. For instance
mainlines with chronic root problems may require semi-annual root cutting or
chemical treatment. Surcharging manholes should be inspected either during or
immediately after any significant precipitation event.
2.7 Manhole Accessibility Field Review Schedule
Accessibility to the sewer system is required in order to evaluate and maintain
the system. A primary initial objective of the O&M program will be to evaluate the
accessibility of each manhole in the system. Follow up accessibility reviews are
suggested as part of annual road paving programs and review/issuance of grading
and building permits as these activities are significant contributors to inaccessibility
problems. Pikeville should visit each manhole structure located in the system to
verify the following:
The manholes are accessible
The tops of the manholes are not buried or paved over.
The manhole lids have not been displaced,removed or damaged.
Each visitation to a manhole should be recorded and filed. Any change in status of
the manhole accessibility should be noted and a photograph of the manhole location
should be taken. If corrective action is required, Pikeville should schedule personnel
to correct the issue.
2.8 Manhole Physical Survey Schedule
Pikeville should internally inspect each manhole in the system every two years. A
physical inspection of each manhole will assist in proactively identifying defects in the
system before they deteriorate to the point of failure. It is recommended that at
least 10%of manholes be inspected each year. The goals of the physical survey are to:
Prevent the premature failure of the structures.
Identify collection system maintenance needs.
Identify any system surcharging/bypassing.
Maintain each manhole structure in a proactive manner.
Personnel working on the survey program should be properly trained regarding
confined space entry. The inspector should take photographs of any areas that require
repair. All deficiencies should be noted and ranked for repair scheduling.
Each survey should be considered as the initiation of a work order. The for m
should describe in some level of detail the nature of the repairs required.

2.9 Sewer Line Cleaning and CCTV Schedule
2.9.1 Cleaning and Root Removal Program
Pikeville should implement an annual cleaning and root removal program.
The Minimum Recommended Frequency guideline should be applied to all
line segments exhibiting chronic, or persistent,maintenance problems.
For initial planning and budget purposes, it is recommended that Pikeville
schedule cleaning approximately 10% of its total sewer collection system each
year. As part of the cleaning work, Pikeville should regularly analyze the
residual material for any pipe fragments so that future structural defects can
be efficiently located.
2.9.2 CCTV Program
In addition to the cleaning activities, Pikeville should implement a proactive
CCTV program to monitor the status of existing defects and identify
accelerated deterioration to schedule repairs. An annual CCTV program
targeted to monitor existing and identify new defects is recommended. Initial
r e-televising efforts should focus on those portions of the system (i.e.
manhole-to-manhole segments) that exhibit structural defects. Each manhole-
t o-manhole segment should be rated based on average defect Grade value
(i.e. Total Grade value of defects divided by total defects observed). These
sites should be revisited at least annually until the defects are stabilized,
eliminated or reduced.
The sewer line CCTV schedule will need to be adjusted on an annual basis,
as the condition of the sewer system will change over time. CCTV
information should be cataloged in the GIS database for pre and post
cleaning results. Review of CCTV comparative information will allow
Pikeville to track success and make adjustments to the maintenance schedules
as necessary.

2.10 O&M Plan Progress Evaluation
In addition to implementing an O&M plan, Pikeville will need to continually
develop and refine the plan through self- evaluation. The Environmental Protection
Agency (EPA) has published a cMOM Program Self-Assessment Checklist designed
to assist municipalities in identifying their strengths and areas needing improvement
g compliance. complete this checklist
regarding It is recommended that the Pikeville
g p
prior to implementation of an O&M plan in order to track improvements.
Pikeville should revisit the findings of this assessment at the end of each year,
and perform a more detailed evaluation to identify specific actions required to
improve the plan.

3.0 OVERVIEW METHODS
3.1 Physical Inspection
Physical inspection is essential to quantify the maintenance characteristics of the sewer
system. As part of a preventative maintenance routine, Pikeville should employ both
visual and equipment based techniques. Physical inspection of the system will provide:
A system inventory.
A means of identifying and quantifying the rehabilitation and maintenance
requirements.
A preventative maintenance plan.
An assessment of the current conditions in the system
A means of preparing an inventory of spare parts for emergencies.
As discussed, Pikeville will need to institute a regular manhole physical survey and
CCTV program. Additional physical inspection techniques that should be employed on
rehabilitated line segments are:
Mandrel testing
Vacuum testing
Air Testing
Mandrel testing should be performed to insure proper joint and pipe alignment which is
essential for proper operation. Air and vacuum testing can test the integrity of the pipe,
lateral and manhole structures to verify proper connections.
3.2 Cleaning
Blockages in sewer pipes are caused by either collapsed pipe or by accumulation of
materials in the pipe. Accumulation typically occurs from sags, root intrusion, protruding
taps or broken pipes. Prevention of material buildup requires systematic cleaning of the
system to insure against system failure.
Cleaning a sewer minimizes the potential for system blockages and keeps the system
operational. Cleaning also removes grit material, such as sand and stones, and prevents
such objects from reaching pump stations where it could cause detrimental effects.
There are various hydraulic and mechanical methods used to clean a sewer system.
Hydraulic methods employ high velocity water to clean the inverts of pipes and
manholes. Mechanical methods are used to remove encrustation and root intrusions.

SANITARY SEWER OVERFLOW RESPONSE PLAN
I. PURPOSE
Pikeville has structured this Sanitary Sewer Overflow Response Plan to satisfy
requirements for such plan consistent with Division of Water Quality reporting
requirements.
II. GENERAL
The Sanitary Sewer Overflow Response Plan (SSORP) is designed to define appropriate
actions upon notification of a possible sanitary sewage overflow caused by problems
within the Pikeville sewer system. Pikeville shall dispatch the appropriate personnel to
investigate the possible overflow, identify the responsible party (ies), and provide
appropriate customer service to minimize the effects of the overflow on public
health and quality of surface waters. The SSORP further includes provisions to ensure
safety pursuant to the directions provided by the North Carolina Division of Water
Quality and that notification and reporting is made to the appropriate local and
state agencies. For purposes of this SSORP, "confirmed sewage spill" is also
sometimes referred to as "sewer overflow," "overflow," or "SO." The effective date of
this plan will be referred to as"date."
A. Objectives
The primary objectives of the SSORP are to:
• protect public health and the environment,and
• satisfy the requirements of regulatory agencies and waste
discharge permits which address procedures for managing sanitary sewer
overflows.
Additional objectives of the SSORP are to:
• provide appropriate customer service,
• protect the wastewater treatment plants and collection
• protect the wastewater treatment plants and collection systems including
all related appurtenances and personnel,and
• protect property from overflows resulting from problems within a publicly
owned sanitary sewage system.
B. Organization of Plan
The key elements of the SSORP are addressed individually as follows:

Section I Purpose
Section II General
Section III Overflow Response Procedure
Section IV Regulatory Agency Notification Procedure
Section V Distribution and Maintenance of SSORP
III. OVERFLOW RESPONSE PROCEDURE
The Sanitary Sewer Overflow Response Procedure presents a strategy to mobilize labor,
materials, tools and equipment to correct or repair any condition, which may cause or
contribute to an un-permitted discharge from a publicly owned sanitary system. A wide
range of potential system failures is considered by the plan. Being prepared to respond to
system failures could lessen the effect of overflows to surface waters, land,or buildings.
A. Receipt of Information Regarding an SSO
System employees or the public may detect an overflow. Pikeville is primarily
responsible for receiving phone calls from the public notifying of possible
overflows from the wastewater collection system. Pikeville is then responsible for
forwarding the possible overflow information to the appropriate party.
The emergency response shall be available 24 hours per day, 365 days of the year.
1. The person at Pikeville receiving the call from the public will obtain
all relevant information available regarding the possible overflow
including:
a. Time and date call was received;
b. Specific location and/or address of possible overflow;
c. Description of problem;and
d. Caller's name and call back phone number.
2. Pump station failures are monitored and received by Pikeville. The
operator on duty shall convey all information regarding alarms to
Pikeville to initiate the investigation.
3. Sanitary sewer overflows detected by any personnel in the course of
their normal duties shall be reported to Pikeville. Dispatched personnel
should record all relevant overflow information and report back
information to Pikeville. Pikeville shall dispatch additional response
crews, equipment or contracted services as necessary.
4. It is the responsibility of Pikeville to gather all spill response data and
communicate this data as soon as possible. Until verified, the report of
a possible spill will be referred to as a "sewer inspection" (SI), not a
"sanitary sewer overflow"(SSO).
5. A sewer inspection or sewer overflow report should be completed by

Pikeville within 24 hours of the responding crew's confirmation of an
overflow. Pikeville is responsible for reviewing, updating, signing, and
submitting the final sewer inspection or overflow report form to the
proper agency.
B. Dispatch of Appropriate Crews to Site of Sewer
Failure of any element within the Pikeville owned and operated wastewater collection
system that threatens to cause or causes a sanitary sewage overflow will trigger a
response to isolate and correct the problem. Crews and equipment shall be available
to respond to any SI/SO locations. Crews will be dispatched to any site of a reported
SO as soon as possible.
1. Dispatching Crews
Upon receipt of a report of a sewage overflow, all response
crewmembers shall proceed to the Pikeville primary location
(wastewater treatment facility) where they will gather all necessary
equipment and resources before proceeding to the site of the
SI/SO. Delays or conflicts in assignments and issues regarding
equipment and resources should be reported to the Pikeville supervisor for
resolution.
The response personnel should report his/her findings, including possible
damage to public system and if assessable to a private party, to the
Pikeville Operator in Responsible Charge (ORC). If Pikeville has not
received findings within an appropriate time frame then they should
contact the response personnel to determine the status of the
investigation.
2. Additional Resources
Requests for additional personnel, material, supplies, and equipment
from response crews shall be received by the Pikeville ORC.
3. Preliminary Assessment of Damage to Private and Public Property
The response crews should use discretion in assisting property
owners/occupants who are affected by a SSO. Be aware that
Pikeville could face increased liability for any further damages
inflicted to private property during such assistance. Appropriate
photographs and video footage, if possible, should be taken of the area
of the SSO and impacted area, allowing for thorough documentation of
the nature and extent of the impact. Photographs or video tape are to be
forwarded to Pikeville for filing with the inspection/overflow report.
4. Coordination with Hazardous Material Response

• Upon arrival at the scene of a SSO, should a suspicious substance (e.g.,
oil sheen, foamy residue) be found on the ground surface, or should a
suspicious odor (e.g., gasoline) not common to the sewer system be
detected, response crew leader should contact the Pikeville ORC for
guidance before taking further action.
• Pikeville will alert the local fire department if necessary. The response
crew leader shall await the arrival of the local fire department.
• After arrival of the local fire department, response c r e w m e m b e r s
will take direction from the commanding officer of the local fire
department. Only when the commanding officer determines it is safe
and appropriate for the response crewm embers to proceed can
containment, clean up, and corrective activities be performed in
accordance with the SSORP.
• Vehicle engines, portable pumps, or open flames e. ., cigarette
( g
lighters) can provide the ignition for an explosion or fire should
flammable vapors or fluids be present at the site. Maintain a safe
distance and observe caution until and after assistance arrives.
5. Post-Cleanup Activities
• Pikeville should conduct a follow up visit the site of the overflow, if
possible, to ensure the provisions of the SSORP and other directives were
properly followed.
• The response crew leader is responsible for confirming that the SI/SO
Report was provided to Pikeville.
C. Overflow Correction,Containment,and Clean-Up
Blocked sewers, pipe failures, or mechanical p pmalfunctions can cause sanitary
sewage overflows. Other natural and man-mad g e disturbances are also possible
causes of sanitary sewer overflows.
This section describes specific actions to be performed by response crews during
an SSO. The objectives of these actions are to:
• Determine the apparent cause of the overflow, for example whether
the cause lies in the publicly owned sewer or a private lateral;
• protect public health,the environment, and property by minimizing SSO
impacts as soon as possible;
• establish perimeters with appropriate barricades and control zones with
vehicles or natural topography(e.g.,hills,berms);

communicate preliminary overflow information and potential impacts as
soon as practical to the regulatory agency,and
contain the SSO to the maximum extent possible including preventing
the discharge of sanitary sewage into surface waters.
Circumstances may arise when Pikeville could benefit from the support of private-
sector construction assistance.
I. Responsibilities of Response Crew Upon Arrival
It is the responsibility of the first personnel who arrive at the site of a sanitary
sewer overflow to protect the health and safety of the public by mitigating
the impact of the overflow to the extent possible. Should the overflow not be
the responsibility of Pikeville, but there is imminent danger to public health,
public or private property, or to the waters of the U. S., then prudent action
should be taken until the responsible party assumes control and provides
remedial actions.
Upon arrival at a SSO,the response crew should do the following:
Determine the cause of the sanitary sewer overflow,
If necessary, identify and request additional resources to correct
the overflow or to determine its cause,
Determine if private property is impacted. If it is, Pikeville should
inform the Jones County Health Department and Division Office of
the Division of Water Quality.
Appropriate personnel, materials, supplies, and/or equipment
which can be dispatched to minimize the impact of the overflow.
1. Initial Measures for Containment
Initiate measures to contain the SSO,thereby minimizing impact to
public health or the environment.
2. Additional Measures Under Potentially Prolonged Overflow
Conditions.
In the event of a prolonged sewer line blockage or a sewer line collapse, a
determination should be made to set up a portable by- pass pumping
operation around the obstruction.
Appropriate measures shall be taken to effectively handle the

sewage flow.
Continuous or periodic monitoring shall be implemented as
required.
Regulatory agency issues shall be addressed in conjunction with
emergency repairs.
3. Cleanup
Sewer overflow sites are to be promptly cleaned to the highest degree
possible after an overflow. No readily identifiable residue is to remain in
the area of the SSO.
The SSO site is to be secured to prevent access to the site by
the public until the site has been thoroughly cleaned.
Where practical, the area is to be thoroughly flushed and cleaned of
any sewage or wash-down water. Solids and debris are to be
transported for proper disposal.
Where appropriate, the overflow site is to be disinfected and
ponds formed by the SSO will be pumped dry and the residue
will be disposed of properly.
D. Overflow Report
An overflow report shall be completed by the response personnel, who shall
promptly notify the Pikeville ORC when the overflow is eliminated.
To properly complete an overflow report:
Determine if the SSO may have impacted the surface waters.
Characterize the SSO by evaluating the following:
a. Sewage overflows to stormwater system,
b. Preplanned or emergency maintenance jobs involving
bypass pumping,
c. Overflows where observation or on-site evidence clearly
indicates all sanitary sewage was retained on land and did not
reach surface water and where cleanup occurs, and
d. Any other pertinent information relating to each individual SSO.

• Use one of the following criteria to estimate the start date/time of the SSO:
a. Information reported to Pikeville and later substantiated by a
sewer investigator,or
b. Visual observation.
•Use one of the following criteria to estimate the end date/time of the SSO:
a. When the blockage is cleared or flow is controlled or contained; or
(When the flow of the sanitary sewer is controlled or contained by
removing the blockage)
b. The arrival time of the sewer investigator or response crew, if the
overflow stopped between the time it was reported and the time of
arrival.
•Estimate the flow rate of the SSO in gallons per minute(GPM)by:
a. Direct observations of the overflow or;
b. Estimated measurement of actual overflow.
• Estimate the volume of the sanitary sewer overflow when rate of
overflow is known by:
a. Multiplying the duration of the overflow by the overflow rate.
• Photograph the event.
• Describe any damage to the exterior areas of public/private property.
IV. REGULATORY AGENCY NOTIFICATION PLAN
The Regulatory Agency Notification Plan establishes procedures that Pikeville shall follow
to provide formal notice to the Division of Water Quality as necessary in the event of
S S O s. The following reporting criteria explain to whom various forms of notification
should be sent, and lists agencies/individuals to be contacted.
Notification Procedure:
Pikeville should notify the county regulatory agency representatives as soon as
possible and keep them abreast of response actions and final corrective actions.
Notification will be by telephone or by fax no later than twenty-four (24) hours or
the next working day after an overflow is confirmed.

V. DISTRIBUTION AND MAINTENANCE OF SSORP
Annual updates to the SSORP should be made to reflect all changes in policies and
procedures as may be required to achieve its objectives.
A. Submittal and Availability of SSORP
All other personnel who may become incidentally involved in responding to overflows
should be familiar with the SSORP.
B. Review and Update of SSORP
The SORP should be reviewed and amended as appropriate. Pikeville should:
• Up-date the SSORP with the issuance of a revised or new NPDES
permit or state waste discharge permit.
• Review and up-date, as needed the various contact person lists
included in the SSORP.

7
Sanitary Sewer Overflow InspectionNerification Report
Town of Pikeville
Assignment Information:
Inspector Name: Date of Inspection:
Time of arrival for Inspection: a.m./p.m.
Initial Contact Information:
Time of Call: a.m./p.m. Date of Call:
Caller's name: Caller's Phone Number
-Caller's address:
Caller's Description of Problem:
Initial Response Information(to be completed by the inspector) ❑ ❑
Arrival time at the scene a.m./p.m.
Is there any immediate evidence of hazardous materials present at the scene? YES NO
If YES, then the Inspector is required to contact the local fire department and take direction from them. Note that
vehicle engines,portable pumps or open flames can provide the ignition for an explosion. Maintain a safe distance
and observe caution until and after assistance arrives. Refer to the SSORP for further initial response coordination.
_Held investigation Information: U U
I. Has the event caused impact on the local surface waters? (If yes,include specific
urafier�-belew) YES NO
2. Characterize the event by evaluating the following: ❑
a. The sewage overflowed to the stormwater system. ❑ YES ❑ NO
b. This event was caused due to a failure in a pre-planned or an emergency
maintenance issue involving bypass pumping. ❑ YES NO
c. Observation or on-site evidence clearly indicates that sanitary sewage was
retained on land and did not reach surface waters. YFS NO
d. Characterize other additional pertinent information below:
3. Identify or estimate the time the event started based on visual information or the
am/pm
Caller's understanding of the event start time.
4. Est mate the end date and time of the event using the following:
a. When the blockage is cleared or flow is controlled or contained;or when the flow Date:
of the sanitary sewer is controlled or contained by removing the blockage. a.m./p.m.
b. The arrival time of the inspector or response crew,if the overflow stopped Date:
between the time it was reported and the time of arrival. a.m./p.m.
5. Est mate the flow rate of the event in gallons per minute by:
a. Direct observations of the overflow GPM
b. Estimated measurement of actual overflow GPM
6. Estimate the volume in million gallons of the event flow by multiplying the duration of
the overtlow by the overflow rate calculated above.
7. Describe any damage to the exterior areas of public and private property observed(use the back of this form to
provide additional detail as required):
NU 1 h: 1 he inspector is required to photograph the event and damages described above.

Envirolink, Inc.
Emergency Action Plan
Overview
Purpose This program outlines the safety requirements of the Emergency Action Plan
(EAP)for employees and subcontractors of Envirolink, Inc. (ENVIROLINK,
INC.). The procedures to take in the event of an emergency are in a general
(template) format since each applicable facility is different.
Application This program applies to employees and company facilities:
• Where there are at least eleven(11) employees1;
• Whether the facility is owned or leased2.
For facilities with 10 or fewer employees,see related section below.
'For a leased facility,supervisor should coordinate the building emergency action plan with the management/owner.
Policy ENVIROLINK, INC. requires affected employees and subcontractors to be
trained in this program and Occupational Safety and Health Administration
(OSHA)regulations as they relate to applicable company facilities and
operations.
Governing This program complies with the OSHA, Title 29, Code of Federal
regulation Regulations, §1910.38(a), Employee Emergency Plan.
Binder: Safety&Health i Approval:M.Myers i Approval Date: 01/2012
Tab: 100 Injury and Illness Prevention Revised
Section: 106 Emergency Action Plan Originator(s): H.Adams SH 106 page 1 of 19

In this chapter The following information is in this chapter.
Topic See
Document
Overview
Responsibilities
General Emergency Information
Emergency Types &Responses
Emergency Reporting
Evacuations
Critical Plant Operations
Rescue &Medical Duties
Forms
• Emergency Action Plan(For Training)
• Emergency Contact List
Continued on next page
Binder: Safety&Health I Approval:M.Myers Approval Date: 01/2012
Tab: 100 Injury and Illness Prevention I Revised
Section: 106 Emergency Action Plan Originator(s): H.Adams SH 106 page 2 of 19