HomeMy WebLinkAboutWQCS00192_Renewal (Application)_20240318 _ .3
ROY COOPER _
Governor i
ELIZABETH S.BISER • .,,^�
co-, ,a
Secretary Y _-
RICHARD E.ROGERS,JR. NORTH CAROLINA
Director Environmental Quality
March 18, 2024
Town of Holly Springs
Attn: Kendra D. Parris, Executive Director
PO Box 8
Holly Springs, NC 27540-0008
Subject: Permit Renewal
Application No. WQCS00192
Holly Springs Collection System
Wake County
Dear Applicant:
The Water Quality Permitting Section acknowledges the March 18, 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://deo.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
l�
Wren Thedford
Administrative Assistant
Water Quality Permitting Section
ec: WQPS Laserfiche File w/application
D_E Q� North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 3B00 Barrett Drive Raleigh.North Carolina 27609
i..rr�e�rw.\/„ 919 791 4200
DocuSign Envelope ID:D84224B7-4408-4628-B885-8F009675BA46
GS Town of Holly Springs
CON
Utilities&Infrastructure
aAP
} U P.O.Box 8 1128 S.Main St.
Holly Springs,NC 27540
O / d(919)577-3150
utilities-infrastructure@hollyspringsnc.gov
• North G www.hollyspringsnc.gov
March 14, 2024
North Carolina Department of Environmental Quality RECEIVED
Division of Water Resources
Municipal Permitting Unit
1617 Mail Service Center MAR 1 8 2024
Raleigh,NC 27699-1636 NCDEQ/pWR/NPDES
Re: Renewal Application- Collection System Permit-WQCS000192
Town of Holly Springs
Dear Sir/Madam:
The Town of Holly Springs is requesting renewal of Collection System Permit #WQCS000192.
Please find enclosed the following items in application for Collection System Permit Renewal
for the Town of Holly Springs.
Instruction A:Cover Letter (this document)
Instruction C: CSA 04-16 Application Form
Section IV.3 Pump Station List
Section IV.4 High Priority Lines List (See Attachment A)
Section V.1 Collection System Administration Organizational Chart
Section V.4 Annual Budget for Collection System (Updated and Approved)
Section V.6 Capital Improvement Plan (Updated and Approved)
Section VI.2 Response Action Plan
Section VI.4 Pump Station Contingency Plan
Section VI.6 Comprehensive Collection System Map
Feel free to contact Rachel Ingham at Rachel.Ingham@hollyspringsnc.gov or 919-567-3985 if
you have any questions or need additional information to process this application.
Sincerely,
"—DocuSigned by:
'—A3B6E125C87C4AE...
Kendra D. Parrish,P.E., CFM
Executive Director of Utilities and Infrastructure
• Nr,,_ , _ _ _
DocuSign Envelope ID:D84224B7-4408-4628-B885-8F009675BA46
KP/ek
cc: Rachel Ingham; Engineering Manager (Utilities)
Seann Byrd; Deputy Director-Water Resources
Project file/Correspondence #42000
I
DocuSign Envelope ID: D84224B7-4408-4628-B885-8F009675BA46
State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0400—SYSTEM-WIDE WASTEWATER COLLECTION SYSTEMS 1
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 Municipal Permitting 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.
The copy may be submitted in digital format.
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 1.3 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 Directors are not authorized to sign this permit application, according to the rule,
unless they are formally delegated.
INSTRUCTIONS FOR APPLICATION CSA 04-16&SUPPORTING DOCUMENTATION Page 1 of 5
DocuSign Envelope ID D84224B7-4408-4628-B885-8F009675BA46
E. Summary of Attachments Required:
El Instruction A: Cover Letter
El Instruction C: Application
❑ Instruction C: Ownership Documentation (i.e. CPCN) (If necessary)
❑ Instruction D: Delegation Letter(If necessary for signing official)
El Section IV.3 Pump Station List
El Section IV.4 High Priority Lines List
O Section V.4 Annual Budget for Collection System(Updated and Approved)
® Section V.6 Capital Improvement Plan(Updated and Approved)
® 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
THE COMPLETED APPLICATION PACKAGE,INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS,SHOULD BE SENT TO:
NCDEQ-DWR
Water Quality Permitting Section
MUNICIPAL PERMITTING UNIT
By U.S.Postal Service: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 N.SALISBURY ST.Suite 925
RALEIGH,NORTH CAROLINA 27699-1617 RALEIGH,NORTH CAROLINA 27604
TELEPHONE NUMBER: (919)707-3601 TELEPHONE NUMBER: (919)707-3601
INSTRUCTIONS FOR APPLICATION CSA 04-16&SUPPORTING DOCUMENTATION Page 2 of 5
DocuSign Envelope ID:D84224B7-4408-4628-B885-8F009675BA46
I., APPLICANT INFORMATION:
1. Applicant's name(Municipality,Public Utility,etc):Town of Holly Springs
2. Facility Information: Name: Utley Creek Wastewater Collection System Permit No.:WQCS00192
3. Applicant type: ®Municipal ❑State ❑Privately-Owned Public Utility
❑County ❑Other:
4. Signature authority's name:Kendra D.Parrish,P.E.,CFM per 15A NCAC 02T.0106(b)
Title:Executive Director of Utilities&Infrastructure
5. Applicant's mailing address: 128 S Main Street
City:Holly Springs State:NC Zip:27540-
6. Applicant's contact information:
Phone number:(919)557-2933 Fax number:( ) - Email address:Kendra.parrishna,hollyspringsnc.gov
II. CONTACT/CONSULTANT INFORMATION:
1. Contact Name:Kendra D.Parrish,P.E.,CFM
2. Title/Affiliation:Executive Director of Utilities&Infrastructure
3. Contact's mailing address: 128 S Main Street
4. City:Holly Springs State:NC Zip:27540-
5. Contact's information:
Phone number:(919)557-2933 Fax number:( ) - Email address:Kendra.parrishna,hollyspringsnc.gov
III. GENERAL REQUIREMENTS:
1. New Permit or Permit Renewal? ❑New ®Renewal
2. County System is located in: Wake County
3. Owner&Name of Wastewater Treatment Facility(ies)receiving wastewater from this collection system:
Owner(s)&Name(s):Town of Holly Springs
4. WWTF Permit Number(s): NC0063096
5. What is the wastewater type? 95 %Domestic)or 5 %Industrial(See 15A NCAC 02T.0103(20))
y Is there a Pretreatment Program in effect? ®Yes or❑No
6. Wastewater flow:3.11 MGD(Current average flow of wastewater generated by collection system)
7. Combined permitted flow of all treatment plants:6 MGD
8. Explain how the wastewater flow was determined: ® 15A NCAC 02T.0114 or❑Representative Data
9. Population served by the collection system:49,600
IV. COLLECTION SYSTEM INFORMATION:
1. Line Lengths for Collection System:
Sewer Line Description Length
Gravity Sewer 223.9(miles)
Force Main 34.6(miles)
Vacuum Sewer 0.0(miles)
Pressure Sewer 0.0(miles)
APPLICATION CSA 04-16 Page 3 of 5
DocuSign Envelope ID:D84224B7-4408-4628-B885-8F009675BA46
• 2. Pump Stations for Collection System:
Pump Station Type Number
Simplex Pump Stations(Serving Single Building) 2
Simplex Pump Stations(Serving Multiple Buildings) 0
Duplex Pump Stations 21
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.
Executive Director of Utilities&Infrastructure provides staff for the management,operation,and maintenance of the
collection system.Please see the Town's Organizational Chart attached to this application.
2. Indicate the current designated collection system operators for the collection system per 15A NCAC 08G.0201
Main ORC Name: Darry Jones Certification Number:995341
Back-Up ORC Name: Tim Jones Certification Number:995297
See the"WQCS 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: $3,231,076.50*Collection System Operating Budget is a portion of
the Utility Fund for the Utilities and Infrastructure Department.This is information is attached to this application.
4. Submit a copy of your current annual budget.
5. Approximate capital improvement budget for the collection system only: $550,000
6. Submit a copy of your current capital improvement plan.
7. Is this collection system currently a satellite system El 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
DocuSign Envelope ID:D84224B7-4408-4628-B885-8F009675BA46
•
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 El 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 El 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.
Current If no,Indicate a Typical
Permit Condition Compliance Compliance
Compliance? Date Schedule
I(4)—Grease ordinance with legal authority to inspect/enforce ®Yes El 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 El No 12—18 mo.
I(8)—Pump station contingency plan ®Yes ❑No 3 mo.
I(9)—Pump station identification signs. ®Yes ❑No 3 mo.
I(11)—Functional and conspicuous audible and visual alarms. ®Yes ❑No 3—6 mo.
II(5)—Spare pumps for any station where one pump cannot
handle peak flows alone(in a duplex station,the 2nd pump is El Yes El 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 0 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):
N/A
VII. APPLICANT'S CERTIFICATION per 15A NCAC 02T.0106(b):
I,Kendra D.Parrish,P.E.,CFM,Executive Director of Utilities&Infrastructure attest that this application for Town of Holly Springs
(Signature Authority's Name&Title from Item I.4) (Facility name from Item I.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included,this application package
will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, 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 wa l�ibes up to$25,000 per violation.
Signature: Date: 3/13/2024
A3B6E125C87C4AE...
APPLICATION CSA 04-16 Page 5 of 5
Town of Holly Springs
IV.3 Pump Station List
High Priority Sewer Lines Address Alarm Type Pump Reliability Reliability Source Design Flow Rate(GPM) Basin Code
Yes-can convey peak with one pump
Autumn Park 124 Otter Crest Way audible,visual,SCADA permanent generator 232 AP
out of service
Yes-can convey peak with one pump
Avent Ferry 2516 Avent Ferry Rd audible,visual,SCADA permanent generator 1600 AF
out of service
Bass Lake 933 Bass Lake Rd audible,visual,SCADA Yes can convey peak with one pump
out of service permanent generator 1200 BL
Yes-can convey peak with one pump
Bridgeberry III 100 Diamond Bluff Ln audible,visual,SCADA permanent generator 227 BR
out of service
101 Carova Bend audible,visual,SCADA Yes can convey peak with one pump
Carolina Springs
permanent generator 1366 CS
out of service
Easton Acres 3402 GB Alford Hwyaudible,visual,SCADA Yes can convey peak with one pump
portable generator 22 EA
out of service
Friendship4101 FriendshipRd audible,visual,SCADA Yes can convey peak with one pump
permanent generator 1460 FR
out of service
Yes-can convey peak with one pump
Honeycutt Farm 812 Ressler St audible,visual,SCADA permanent generator 949 HF
out of service
HS Basal Creek 725 Wildwood Farm Wayaudible,visual,SCADA Yes can convey peak with one pump
out of service permanent generator 957 BC
Ln audible,visual,SCADA Yes can convey peak with one pump
HS Business Park 151 Roughleaf
permanent generator 1740 BP
out of service
a North 110 Channel Cove Dr audible,visual,SCADA Yes can convey peak with one pump
Lochridge permanent generator 130 LN
out of service
Yes-can convey peak with one pump
Lochridge South 101 River Ledge Dr audible,visual,SCADA permanent generator 62 LS
out of service
Yes-can convey peak with one pump
Middle Creek 220 Chieftian Dr audible,visual,SCADA permanent generator 750 MC 1
out of service
Town of Holly Springs
IV.3 Pump Station List
High Priority Sewer Lines Address Alarm Type Pump Reliability Reliability Source Design Flow Rate(GPM) Basin Code
Omni 417 North Main St audible,visual,SCADA Yes can convey peakwith one pump portable generator 110 OM
out of service
Regency 290 Dunton St. audible,visual,SCADA Yes can convey peakwith one pump
g ypermanent generator 165 RE
out of service
a 5406 Turtle Head Cr audible,visual,SCADA Yes can convey peakwith one pump
Sunset Lake Village portable generator 60 SLV
out of service
Sunset Ridge 115 SkyBrook Dr audible,visual,SCADA Yes can convey peak with one pump
permanent generator 1300 SR
out of service
Yes-can convey peak with one pump
Turner Drive 9025 Turner Dr audible,visual,SCADA permanent generator 80 TD
out of service
Twelve Oaks 699 Ancient Oaks Dr audible,visual,SCADA Yes can convey peak with one pump
permanent generator 2875 TO
out of service
e 118 Devon Fields Cr audible,visual,SCADA Yes can convey peak with one pump
Union Ridg
e permanent generator 750 UR
out of service
Woods Creek(E-51 Elements 7393 Woods Creek Rd audible,visual,SCADA Yes can convey peak with one pump
�� out of service permanent generator 430 WC
Attachment A for Condition V(4) - Town of Holly Springs
High Priority Sewer Lines
ID ID/Address Type Material General Location
Arbor Creek-8"from Arbor Glen Ct to Trellis
1 Arbor Creek High Priority DIP Point Outfall
Adefield Lane-8" outfall to Firefly Rd
2 Arbor Creek High Priority PVC segment(crossed Arbor Creek Dr)
Shopsgate Court-8" outfall to Middle Creek
3 Arbor Creek(Phase 1C) High Priority PVC outfall
4 Arbor Creek Drive High Priority PVC Arbor Creek-8"
Force main from Avent Ferry Pump Station
back to UCWRF- 12" FM from PS to Holly
Glen/Texanna Way; 18"from Texanna to
5 Avent Ferry High Priority DIP UCWRF
From Earp& Blalock Street to UCWRF- 20"
FM and 12" FM from Earp to Blalock; 12"SS
and 18"SS gravity sewer from Blalock to the
30"SS and to the UCWRF. (Earp Street
6 Ballenridge High Priority PVC Forcemain Project)
6" FM & 12" FM from Middle Creek PS to
7 Brackenridge High Priority PVC Sunset Lake Rd
Gravity Sewer outfall from Holly Thorne
Trace to Avent Ferry Pump Station (from the
rear of 1016 Hollymont Dr.to the Avent Ferry
8 Braxton Village High Priority PVC PS)
9 Business Park High Priority DIP 16" FM from Business Park PS to UCWRF
8" SS gravity sewer parallel to Hwy 55 (N.
10 Cayman Avenue High Priority PVC Main St)-from Meineke to Carrol's
Attachment A for Condition V(4) - Town of Holly Springs
High Priority Sewer Lines
ID ID/Address Type Material General Location
8" SS gravity sewer-End of Dogwood Street
near 401 Bass Lake Rd and adjacent to 224
Crossfire Rd (Valleyfield Subdivision),outfall
from Remmington Sub and discharges to 12"
11 Dogwood High Priority PVC outfall to Bass Lake PS
McLain & Katha Street across By-Pass to Pump
Station
12 Easton Acres High Priority DIP 8" SS and 4" FM
12" SS gravity sewer-from end of Estes Lane
13 Estes Lane High Priority PVC to Bass Lake PS
Arbor Creek-8" outfall to where Adefield
segment ties in.Then to Shopsgate Ct and to
14 Firefly Rd High Priority PVC Middle Creek Outfall
8" SS From Main Street PS(Omni PS)to West
15 Highway 55 High Priority PVC Holly Springs Rd
Acorn Falls Cul-De-Sac&from Valley Oak
16 Holly Glen High Priority PVC Court to the rear of 1016 Hollymont Dr.
from the rear of 1016 Hollymont Dr.to the
17 Holly Glen High Priority PVC Avent Ferry PS
Country Lane Subdivision; near 117 & 120
18 Marmalade Court High Priority PVC Marmalade Ct.
From Arbor Creek Subdivision to Sunset Ridge
19 Middle Creek High Priority PVC PS- 12" SS, 18" SS,21" SS and 24" SS
20 Oakhall High Priority PVC Linden Ridge & Bonhurst
8" SS Bonhurst Cul-De-Sac to Trellis Point
21 Oakhall High Priority PVC Outfall
22 Rocky Branch High Priority PVC Sunset Oaks Subdivision &Optimist Farm Rd
23 Sunset Ridge High Priority PVC Shadow Ridge to SSR PS
24 Sunset Ridge Forcemain High Priority From Sunset Ridge PS to Holly Springs Rd
Attachment A for Condition V(4) - Town of Holly Springs
High Priority Sewer Lines
ID ID/Address Type Material General Location
From Trellis Point Apartments across Hwy 55
25 Trellis Point High Priority PVC to Twelve Oaks PS
26 Trotters Bluff High Priority PVC Trotters Bluff Subdivision
Harvest Wood Dr to 9900 and 9890 Holly
27 Woodcreek High Priority DIP Springs Rd to Sunset Ridge Outfall
28 209 Stone Barn Cir Aerial DIP Valley Field Subdivision
29 720 Morton Farm Rd Aerial DIP Valley Field Subdivision
30 224 Crossfire Rd Aerial DIP Valley Field Subdivision
31 4040 Lassiter Rd Aerial DIP Lassiter Rd
32 300 Harvest Wood Dr Aerial DIP Woodcreek
33 9212 Eisenhower Dr Aerial DIP Eisenhower Dr
_ 34 209 Springleaf Ct Aerial PVC Holly Glenn Subdivision
35 108 Tuscany Way Aerial PVC Somerset Farms Subdivision
36 433 Indian Hill :Aerial DIP !Remington
37 Holly Springs High School 'Aerial DIP Ties into Cline Falls Dr. in Autumn Park.
38 Holly Springs Fire Station One Aerial PVC Flint Point Ln
_ 39 4900 Sunset Lake Rd Aerial DIP Tuscany
40 605 Aintree Ave Aerial PVC Valencia Subdivision
41 100 Vinewood PI Aerial DIP Forest Springs
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e(>t SPRINGS
Utilities & Infrastructure Department North Carolina
Mission Statement
The Utilities and Infrastructure Department is committed to infrastructure and utility asset management including long-term asset
planning and proactive operation of utilities.
Major Services Provided
• Water reclamation facility operation and maintenance
• Reclaimed water operation,maintenance,and program administration
• Environmental Compliance Lab
• Water and ,distribution,
• Water and sewer utility engineering and planning
Utilities& Infrastructure Department Budget Summary
FY21 FY22 FY23 FY24 FY24
Actual Actual Amended Recommended Approved
Salaries&Benefits — $2,946,072 $4,120,370 $4,534,505 $4,534,505
Capitol Outlay — $1,074,526 $601,000 $572,500 $572,500
EXPENSE TOTALS — $9,389,465 $10,206,550 $12,023,535 $12,023,535
'In the FY22 Budget,the Code Enforcement,Planning&Zoning,Engineering,and Water Quality Departments were reorganized into the Utilities&Infrastructure
and Development Services Departments.
Budget Increases
• Bulk Water Purchase and Distribution($689,300)
• Pump Station Chemicals and Maintenance($365,950)
• Waste Water Treatment Plant Chemicals and Maintenance($205,300)
• Utility Technician Positions(2)and Equipment($163,667)
• Utility Engineering Professional Fees,Training,and Supplies($78,800)
• Environmental Compliance Testing and Supplies($55,700)
• Collections Systems Maintenance and Operations($50,000)
118 TOWN OF HOLLY SPRINGS,NORTH CAROLINA WWW.HOLLYSPRINGSNC.GOV
irefTottn of
, HOLLY Community Investment Plan (CIP)
SPRINGS
Na.h Utility Pay-As-You-Go (PAYGO)
PROJECT TITLE Prior FYs FY24 FY25 FY26 FY27 FY28 Future FYs TOTALS
UCWRF and Pump Station $500,000 $600,000 $1,100,000
SCADA
Asset Management Plan $300,000 $500,000 $800,000
Risk 8,Resiliency Imple- $50,000 $200,000 $200,000 $200,000 $200,000 $150,000 S1,000,000
mentation Plan
Utility System Repair and $353,000 $300,000 $200,000 $200,000 $200,000 $200,000 $200,000 $1,653,000
Operations _
TOTALS $1,203,000 $1,100,000 $900,000 $400,000 $400,000 $350,000 $200,000 $4,553,000
ANNUAL BUDGET FOR 2023-2024 FISCAL YEAR TOWN OF HOLLY SPRINGS,NORTH CAROLINA 177
•
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RESPONSE ACTION PLAN
Utilities and Infrastructure
Department
Kendra Parrish, PE, CFM
2/21/2024
0
•
2010
RESPONSE ACTION PLAN
TABLE OF CONTENTS
Contents
Article I. General Information 3
Article II. Crew Definitions 4
Article III. Immediate Actions 5
Article IV. Spill at a Sewer Lift Station 6
Article V. Spill from a Gravity Sewer/Manhole/Force Main 7
Article VI. Spill on Pavement. 8
Article VII. Spill entering a creek or stream. 9
Article VIII. Spill entering a pond/lake. 10
2024
RESPONSE ACTION PLAN
Article I. General Information
1) First and foremost,at no time shall any employee risk his or her personal safety or allow
any person to be placed at risk. THERE IS NO SITUATION SO IMPORTANT,OR ANY TASK
SO URGENT,THAT WE CANNOT TAKE THE TIME TO PERFORM OUR TASKS AS SAFELY
AS POSSIBLE.
2) The first technician/employee to arrive on-scene becomes the Person-in-Charge until
either:
a) The spill has stopped and is cleaned up;or
b) Directly relieved by a supervisor or Operator in Responsible Charge(ORC).
3) The Person-in-Charge will relay any pertinent information to personnel at the Utilities&
Infrastructure facility,and will determine the following:
a) Extent of spill
b) Personnel and equipment requirements at the scene.
4) In all instances,a Town of Holly Springs (TOHS) spill Short Form will be filled out as
soon as the spill scene has been secured. The ORC (or designated Backup ORC)will be
responsible for reporting the spill to North Carolina Department of Environmental
Quality(NCDEQ)/Division of Water Resources (DWR)per state regulations.
5) In the event the spill occurs after hours,supervisory personnel will determine the
number of people required to report. These personnel will report to the Utilities&
Infrastructure facility for further instructions and to collect any required equipment.
6) The following sections should be followed as necessary. For example,if the spill
originates from a pump station and enters a storm drain,then both sections shall be
covered.
3
2010
RESPONSE ACTION PLAN
Article II. Crew Definitions
(a) Supervisor
1) This group includes supervisory personnel.
(b) Maintenance
1) This group performs pipe and valve maintenance and repair for both water and
wastewater.
(c) Collections
1) This crew performs maintenance on the Town's collections system piping,easements,
and associated equipment.
(d) Pump Stations
1) This group is responsible for the maintenance and upkeep of the Town's Sewer Lift
Stations and associated Equipment.
4
•
L.
2024
RESPONSE ACTION PLAN
Article III. Immediate Actions
STOP THE SPILL.
This can be accomplished by one or a combination of the following:
Starting one or both pumps within a pump station.
Stopping Pump Station pumps in the event of a force main break.
Setting up a pump-around to divert flow from the affected area to a nearby unaffected
manhole or force main.
Using portable equipment such as vac-trucks or a contractor to contain the spill.
Use of a jet truck or high-pressure water source to clear any potential blockages.
WARN OTHERS.
Time is of the essence. The earlier the problem is reported, the sooner help can be
dispatched to the area.
IMMEDIATELY report the spill to Utilities&Infrastructure at(919) 577-3150.
ISOLATE THE AREA.
Recommended actions:
Limit access to the area to essential personnel only. Residents and other non-essential
personnel should be prohibited from entering the spill area for their own safety.
MINIMIZE PERSONNEL EXPOSURE.
Recommended Actions:
Don the proper Personal Protective Equipment(PPE) to effectively minimize your own
exposure to wastewater. This is to include:
Gloves
Safety Glasses
Long Pants
.* 2010
N'D�5
RESPONSE ACTION PLAN
Article IV. Spill at a Sewer Lift Station
(a) Pump Stations
1) Respond to the station ASAP.
2) Determine the cause of the pump failure/spill.
3) Restore as many pumps as possible to minimize the effects of the spill and to stop the
spill ASAP.
4) Assist with auxiliary pumping equipment(pump-around,vacuum equipment) as
necessary.
5) Assist Collections Crew with cleanup efforts.
(b) Collections
1) On receivinga report of a spill,monitor the situation closelyand respond to the scene if
P P P
requested by the Person-in-Charge or supervisory personnel.
2) Report to the Utilities&Infrastructure facility.
3) Retrieve any cleanup equipment(vacuum equipment,standby pumps,lime) requested
by the Person-in-Charge.
4) Respond to station and set up emergency pum -around equipment as necessary.
5) Assist Pump Stations Crew with any repairs necessary.
6) Assist with spill cleanup.
(c) Supervisor/ORC
1) Respond to scene and relieve the Person-in-Charge,if necessary.
2) Coordinate with Business Asset Management(BAM)group and Communications
Department for any inquiries from the Public and other Departments.
3) Determine the required spill response(equipment,personnel necessary).
4) IMMEDIATELY begin filling out the Short Form Spill response, documenting the location,
time,and extent of the spill.
5) Report to NCDEQ/DWR as required by State regulations.
6
2024
RESPONSE ACTION PLAN
Article V. Spill from a Gravity Sewer/Manhole/Force Main
(a) Pump Stations
1) Monitor the situation closely and respond to the scene if requested by the Person-in-
Charge or supervisory personnel.
2) Communicate with the Person-in-Charge to coordinate pump operations and assist with
the setting up of a pump-around,if necessary.
(b) Collections
1) Report to Utilities&Infrastructure facility to retrieve any necessary equipment or
supplies.
2) Respond to spill site to begin cleanup.
(c) Supervisor/ORC
1) Respond to scene and relieve the Person-in-Charge,if necessary.
2) Coordinate with Business Asset Management(BAM)group and Communications
Department for any inquiries from the Public and other Departments.
3) Determine the required spill response (equipment,personnel necessary).
4) IMMEDIATELY begin filling out the Short Form Spill response,documenting the location,
time,and extent of the spill.
5) Report to NCDEQ/DWR as required by State regulations.
-----------
7
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2010
RESPONSE ACTION PLAN
Article VI. Spill on Pavement.
1) Contact Utilities&Infrastructure (919-577-3150) to report the spill.
2) Don appropriate PPE,including vinyl/latex/rubber gloves.
3) Set up containment using soil or other suitable material at or near the storm drainage
system; do not let the spill enter the storm drainage system. If spill enters storm
drainage system,refer to creek procedure.
4) Put up warning tape around the affected Sanitary Sewer Overflow(SSO) area and,if
required,close the road to traffic. Contact the Business Asset Management group at
Utilities&Infrastructure and the Street Manager at Public Works for road closure and
traffic control support if a large volume of traffic is encountered. The warning tape
should be left in place for at least 24 hours after the spill has been cleaned up.
5) Spread sand and lime (or equivalent material) on spillage to a depth sufficient to absorb
the spillage. Sand should be applied first,then lime. Allow lime (calcium hydroxide) to
absorb moisture and kill bacteria for a minimum of one hour. If moisture or grease is
still present,repeat the procedure. After the overflow material has dried,sweep or
vacuum the solid waste and place into a disposable container.
6) After removing contaminated material,wash down area with high water pressure.
Collect and transport dried solids (lime,sand,paper,etc.) for proper disposal.
8
2024
RESPONSE ACTION PLAN
Article VII. Spill entering a creek or stream.
1) Report the spill to Business Asset Management group in Utilities&Infrastructure at
(919-577-3150).
2) Don appropriate PPE,including vinyl/latex/rubber gloves.
3) Prepare a dam downstream,ahead of spill,to prevent spilled sewage from moving
further downstream. Construct the dam near a manhole or at a location accessible to a
jet/vacuum truck or other pumping equipment to facilitate removal of sewage. Build the
dam of materials capable of handling creek and hydrant water without dam failure.
4) Station two pumps (one for backup) capable of handling creek flow at the constructed
dam. Have extra materials at the site at all times so the dam can be rebuilt if a breech
occurs. Man the pump site with two workers at all times during pumping operations.
Pump effluent from the dam into functioning sanitary sewer collection manhole or into
vacuum truck.
5) Collect samples for analysis under the guidance of NCDEQ/DWR until receipt of a
determination that monitoring is no longer required.
6) Set up warning tape from the SSO site to the pump site on both sides of the creek.
7) Flush stream with water from a sufficient number of hydrants to remove waste product
from the creek.
8) If riprap is in the creek,wash down with high water pressure until there is no waste
residue on or within the riprap structure.
9) If sludge is in the creek,broom creek bottom and sides until there is no waste residue
remaining.
10) Refer to Lake procedure,below in Article VIII,if the creek flows into a body of water.
____ 9
2010
RESPONSE ACTION PLAN
Article VIII. Spill entering a pond/lake.
Section 8.01 Procedure
1) Report the spill to Business Asset Management group in Utilities&Infrastructure at
(919-577-3150).
2) Don appropriate PPE,including vinyl/latex/rubber gloves.
3) Put up warning tape on the shoreline at the contaminated area.
4) Post written warning attached to stakes at intervals of 200 feet on the shoreline.
5) Collect fecal samples 2.0 feet off the bottom of the water body for analysis. Measure
dissolved oxygen (DO) concentrations at 1.0 foot under the surface of the water body
under the guidance of the NCDEQ/DWR until receipt of a determination that monitoring
is no longer required. Take equal sampling amounts around the circumference of the
water body.
6) Post update advertising that the water body has returned to a pre-spill condition.
Remove barriers and signs previously installed.
•
2024
RESPONSE ACTION PLAN
Section 8.02 Sample warnings.
(a) Example Warning to post if spill enters lake or pond.
"Warning"to Residents of
NAME OF WATER BODY
Sanitary Sewer Spill
A Sewage Spill has occurred upstream from your residence and some quantity of sewage has entered
"NAME OF WATER BODY." Town of Holly Springs representatives have eliminated the source of the
spillage and are monitoring water quality in the lake.
As a precautionary measure, residents of"NAME OF WATER BODY"and their guests are urged to avoid
contact with the water of the lake until further notice. Pets should be kept away from the water as well.
The Town of Holly Springs is making every effort possible to restore the quality of the water in the lake
quickly. We will notify you when our tests indicate that the water quality is normal. Please call 311 or
(919)577-3111 weekdays from 8:00 a.m. until 5:00 p.m.for further information.
(b) Example Warning-Update
"Notice"to Residents of
NAME OF WATER BODY
Sanitary Sewer Spill Update
A sewage spill occurred upstream from your residence on "DATE OF SPILL"and some quantity of
sewage entered "NAME OF WATER BODY." The Town of Holly Springs eliminated the source of the
spillage, performed site cleanup, and monitored water quality in the lake daily.
Testing is complete, and the Town is pleased to report that the quality of water in "NAME OF WATER
BODY"has returned to its pre-spill condition.
Please call 311 or(919) 577-3111 weekdays from 8:00 a.m. until 5:00 p.m.for further information.
G s
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North
PUMP STATION
CONTINGENCY PLAN
Utilities & Infrastructure Department
Kendra D. Parrish, PE, CFM
2/12/2024
PUMP STATION CONTINGENCY PLAN
TABLE OF CONTENTS
ARTICLE I. GENERAL INFORMATION 4
SECTION 1.01 ALARM INDICATIONS. 4
ARTICLE II. POWER LOSS 4
SECTION 2.01 STATIONS WITH AN EMERGENCY GENERATOR ON-SITE. 5
SECTION 2.02 STATIONS WITHOUT AN EMERGENCY GENERATOR ON-SITE 5
SECTION 2.03 ACTIONS ONCE POWER HAS BEEN RESTORED 7
ARTICLE III. HIGH WETWELL ALARM. 8
SECTION 3.01 IMMEDIATE ACTIONS 8
ARTICLE IV. SPILL. 9
SECTION 4.01 IMMEDIATE ACTIONS 9
ARTICLE V. SINGLE PUMP FAILURE. 10
SECTION 5.01 IMMEDIATE ACTIONS 10
ARTICLE VI. DUAL PUMP FAILURE. 10
ARTICLE VII. FIRE. 10
ARTICLE VIII. FLOODING. 11
SECTION 8.01 IMMEDIATE ACTIONS 11
ARTICLE IX. PUMP-AROUND PROCEDURE 12
SECTION 9.01 CONNECTION PROCEDURES 13
ARTICLE X. GENERATOR CONNECT PROCEDURE. 14
ARTICLE XI. GENERATOR DISCONNECT PROCEDURE. 14
ARTICLE XII. EMERGENCY CONTACT NUMBERS 15
SECTION 12.01 UTILITIES&INFRASTRUCTURE 15
ARTICLE XIII. ADDITIONAL INFORMATION 16
ARTICLE I. DEFINITIONS. 19
ARTICLE II. ACTIONS. 21
SECTION 2.01 EVERY SIX(6)MONTHS(JUNE,OCTOBER) 21
SECTION 2.02 72 HOURS PRIOR TO STORM 21
SECTION 2.03 48 HOURS PRIOR TO STORM 21
,. PUMP STATION CONTINGENCY PLAN
SECTION 2.04 24 HOURS PRIOR TO STORM 21
SECTION 2.05 DURING THE STORM 22
SECTION 2.06 AFTER THE STORM HAS PASSED 22
PUMP STATION CONTINGENCY PLAN111111
ARTICLE I. GENERAL INFORMATION
SECTION 1.01 ALARM INDICATIONS.
(a) Local indications.
(i) Visual Indications.
1) Lighting—Each station is equipped with an alarm light indicating various issues such as High
Wetwell,Seal Failure,and Pump Failure. The location and position of each light varies with
each station,but in all cases,there are red lights INSIDE the pump control panel at each
station as well as lights on the OUTSIDE of the pump control panel.
(ii) Audible Indications.
1) Each station is equipped with an audible alarm horn to indicate a problem. These horns may
be silenced while on site via either a switch or by removing the alarm float from the wetwell.
(b) Remote Indications.
(i) SCADA
1) Website:
a) The SCADA website provides basic information on each station—items such as wetwell
level, pumps running,and alarms for selected stations.
2) Phone
a) The automated system will call the on-call pump station phone number.
(ii) Omni-Site
1) Website:
a) This website gives basic information and alarms on selected stations,as well as the
house stations located throughout town.
2) Phone:
a) The automated system will call the on-call pump station phone number.
ARTICLE II. POWER LOSS.
PUMP STATION CONTINGENCY PLAN
SECTION 2.01 STATIONS WITH AN EMERGENCY GENERATOR ON-SITE.
(a) Contact your immediate supervisor to report the problem.
(b) Verify the generator is operating properly.
(I) Indications:
1) Engine noise
2) Visual check: In the case of Sunset Ridge Pump Station,you may not hear the generator
running due to the housing. In this case,check the exhaust stack.
(c) Determine the actual wetwell level.
(i) Indications:
1) Look inside the wetwell. In a wetwell with normal level,you will be able to either hear or
see the water falling into the vault.
(d) Verify the Automatic Transfer Switch (ATS) has transferred properly.
(i) Indications:
1) On the front of the panel,there are lights indicating the current condition of the ATS. These
lights will show both the availability of normal and emergency power,as well as which
source is connected. For example, in an emergency situation the"available" and
"connected"lights for emergency power will be lit.
(e) Verify the pumps are operating normally.
(i) Procedure
1) Place each pump,one at a time, in"manual."
2) Observe the pump operating. Check for proper wetwell level drop by observing the SCADA
screen or by looking directly in the wetwell.
3) Place each pump back in "Auto."
(f) IF THE STATION DOES NOT FUNCTION AFTER FOLLOWING THE ABOVE
ACTIONS, CONTACT YOUR SUPERVISOR IMMEDIATELY.
SECTION 2.02 STATIONS WITHOUT AN EMERGENCY GENERATOR ON-SITE.
(a) Contact your immediate supervisor to report the problem.
PUMP STATION CONTINGENCY PLAN
(b) Determine the ACTUAL wetwell level.
(c) Connect a portable emergency generator to the station.
(i) See Article X and Article XI for procedures to connect an emergency generator to
the affected station.
(d) Verify the pumps are operating normally.
(i) Indications—Main Street Pump Stations:
1) At this station,the pumps are located on the surface. Take each pump,one at a time,to
"Hand." Proper flow will be indicated by the check valve arm located on the pump discharge
lifting.
(ii) Indications—Easton Acres, Sunset Lake Village Pump Stations:
1) These stations are best observed by watching wetwell level. There is no obvious indication
from the check valves or an indicated level at the station.
(e) In the event that more than one station is affected, the following should
be observed:
(i) For Main Street (Omni):
1) Since the station's pumps are on the surface,it is possible to pump the station so low as to
lose suction. These stations should only be pumped down to just below the"OFF"float(the
lowest float in the wetwell.)
(ii) For Easton Acres and Sunset Lake Village:
1) These stations have submersible pumps. The wetwell level should be pumped down as low
as possible; however,at no time should the pumps be allowed to run dry for any length of
time.
(iii) Disconnect the generator for use on another station.
1) Refer to Article XI,"Generator DISCONNECT procedure,"for proper safe methods.
6
PUMP STATION CONTINGENCY PLAN
SECTION 2.03 ACTIONS ONCE POWER HAS BEEN RESTORED
(a) For stations with generators:
(i) Verify the generator has shut down properly.
1) During normal operations,the ATS will automatically return to normal once power has been
restored,and the generator will shut down. The ATS will again display lights on the front of
the panel indicating normal power is available and connected.
(ii) Ensure the pumps are operating normally.
1) There have been instances where Progress Energy will cause the pumps to run backward.
Test the pumps in hand to ensure proper rotation and wetwell level drop.
IF THE STATION DOES NOT RETURN TO NORMAL, IMMEDIATELY CONTACT YOUR SUPERVISOR.
(b) For stations WITHOUT a generator on-site:
(i) Verify power has been restored.
1) This can be accomplished by looking for power indications on the Progress Energy meter. If
the meter is blank,power has not yet been restored.
(ii) Verify pumps are operating normally.
1) There have been instances where Progress Energy will cause the pumps to run backward.
Test the pumps in hand to ensure proper rotation and wetwell level drop.
(iii) Disconnect generator.
1) Refer to Article XI,"Generator DISCONNECT procedure,"for proper safe methods.
IF THE STATION DOES NOT RETURN TO NORMAL, IMMEDIATELY CONTACT YOUR SUPERVISOR.
'•t
fir"
PUMP STATION CONTINGENCY PLAN �" tr 1,
ARTICLE III. HIGH WETWELL ALARM.
SECTION 3.01 IMMEDIATE ACTIONS
(a) Contact your supervisor immediately.
(b) Determine the actual level of the wetwell.
(I) If the wetwell level has reached the point of overflowing from the station,follow
the actions listed in Article IV, "Spill," in conjunction with this procedure.
(c) Determine the cause of the high wetwell alarm.
(i) Determine if the pumps are operating properly. In the event the pump will not
operate, or does not effectively lower wetwell level, the pump is considered to have FAILED.
1) In the event the alarm is caused by a loss of commercial power,follow the actions listed
above in Article II,"Power Loss."
2) For a single pump failure,follow the actions listed in Article V,"Single Pump Failure."
3) For a dual pump failure,follow the actions listed in Article VI,"Dual Pump Failure."
PUMP STATION CONTINGENCY PLAN
ARTICLE IV. SPILL.
SECTION 4.01 IMMEDIATE ACTIONS
(a) STOP THE SPILL.
(I) This can be accomplished by one or a combination of the following:
1) Starting one or both pumps within a pump station.
2) Stopping Pump Station pumps in the event of a force main break.
3) Setting up a pump-around to divert flow from the affected area to a nearby unaffected
manhole of force main.
4) Using portable equipment such as vac-trucks or a contractor to contain the spill.
5) Use of a jet truck or high-pressure water source to clear any potential blockages.
(b) WARN OTHERS.
(i) Time is of the essence. The earlier the problem is reported,the sooner help can
be dispatched to the area.
1) IMMEDIATELY report the spill to your supervisor.
(c) ISOLATE THE AREA.
(I) Recommended actions:
1) Limit access to the area to essential personnel only. Residents and other non-essential
personnel should be prohibited from entering the spill area for their own safety.
(d) MINIMIZE PERSONNEL EXPOSURE.
(i) Recommended Actions:
1) Don the proper Personal Protective Equipment(PPE)to effectively minimize your own
exposure to wastewater. This is to include:
a) Gloves
b) Safety Glasses
c) Long Pants
9
E , i:
PUMP STATION CONTINGENCY PLAN k, ..
ARTICLE V. SINGLE PUMP FAILURE.
SECTION 5.01 IMMEDIATE ACTIONS
(a) Inform your supervisor immediately.
(b) Determine if the second pump is operating properly.
(i) Using proper procedures, determine if either pump is functioning properly.
Check for abnormal noises and watch for proper level drop inside the wetwell.
(ii) If the pump does not operate properly, place the "Hand-Off-Auto" Switch in
"OFF" and immediately inform your supervisor.
(iii) In the event the second pump has also failed,follow the instructions in Article VI,
"Dual Pump Failure."
ARTICLE VI. DUAL PUMP FAILURE.
In the unlikely event that both pumps have failed,time is of the essence. IMMEDIATELY inform
your supervisor so that proper emergency arrangements can be made,such as a pump-around
or a standby generator.
ARTICLE VII. FIRE.
(a) Immediately call 911.
(b) Inform your supervisor.
(c) Minimize the risk to yourself and others by limiting access to the station
to emergency personnel only.
z0
•
PUMP STATION CONTINGENCY PLAN
ARTICLE VIII. FLOODING.
While flooding of a station is rare,the need to place pump stations in low-lying areas creates the
possibility of flooding. Perform the following actions:
SECTION 8.01 IMMEDIATE ACTIONS
(a) Immediately inform your supervisor.
(b) Determine the status of the pumps.
At no point should the operator place him-or herself in jeopardy while checking the station.
Pump checks in this case involve verifying the pumps are running by remote indication.
(c) Monitor the station closely.
The station should be continuously monitored via remote indications until the waters have
receded.
11
PUMP STATION CONTINGENCY PLAN
ARTICLE IX. PUMP-AROUND PROCEDURE.
The following procedures are to be used in the event of a complete pump station failure. A pump
around should be used in conjunction with other methods such as trucks and contracted equipment.
(Note: This procedure assumes that a 6" Male Cam-Lok fitting has been installed on the station pump-
around. Special procedures will be used in the event of a pump—around at Sunset Lake Village.)
IN ALL CASES,THE PUMP SHOULD BE PLACED AS CLOSE AS POSSIBLE TO THE AFFECTED WETWELL TO
MINIMIZE HEAD LOSS.
lar.
PUMP STATION CONTINGENCY PLAN
SECTION 9.01 CONNECTION PROCEDURES.
(a) ALL STATIONS (EXCEPT SUNSET LAKE VILLAGE)
(i) Ensure the pump-around piping is isolated from the Force Main.
1) This is accomplished via an isolation valve. The location of this valve varies from station to
station.
(ii) Connect the pump discharge to the pump-around piping.
1) The pump-around piping will be fitted with a 6"male cam-lok fitting for ease of connection.
(iii) Place the suction end of the pump piping directly in the wetwell.
1) Place the suction piping as low as possible in the wetwell to allow for the maximum
detention time possible.
(iv) Open the pump-around piping isolation.
1) NOTE: It is important to open this valve BEFORE energizing the pump to minimize the
amount of time the pump is running at shutoff head.
(v) Start the pump and observe proper level drop inside the wetwell.
(b) SUNSET LAKE VILLAGE
(i) Ensure the pump-around connection is isolated from the Force Main.
1) The isolation valve is a 2"gate valve located INSIDE the wetwell in-line with the pump-
around connection.
(ii) Connect pump discharge hose to pump-around piping.
1) In this instance,connect the 12V submersible pump located on the service truck to the
pump-around. A 2 x 1%:"adapter is also located on the service truck for this purpose.
(iii) Lower pump into wetwell.
1) A rope attached to the pump serves this purpose. Lower the pump as low as feasible in the
wetwell,then secure the rope.
(iv) Open pump-around isolation and energize pump.
1) The pump is powered from the truck battery. Connect the positive and negative leads to the
battery terminals,then turn the pump on via the in-line switch on the pump power cord.
PUMP STATION CONTINGENCY PLAN
ARTICLE X. GENERATOR CONNECT PROCEDURE.
Note: This article will be complete once improvements have been made to the stations without an
emergency standby generator on-site. CONTACT YOUR IMMEDIATE SUPERVISOR OR THE
COLLECTIONS SYSTEM ORC FOR FURTHER INSTRUCTIONS.
ARTICLE XI. GENERATOR DISCONNECT PROCEDURE.
Note: This article will be complete once improvements have been made to the stations without an
emergency standby generator on-site. CONTACT YOUR IMMEDIATE SUPERVISOR OR THE
COLLECTIONS SYSTEM ORC FOR FURTHER INSTRUCTIONS.
PUMP STATION CONTINGENCY PLAN
ARTICLE XII. EMERGENCY CONTACT NUMBERS
SECTION 12.01 UTILITIES & INFRASTRUCTURE
(a) On — Call Technician (Pump Stations)
1) Cell: (919)524-0367
(b) On-Call Technician (Water Resources)
1) Cell: (919)795-0331
(c) Deputy Director (Utilities & Infrastructure) —Seann Byrd
1) Office: (919)577-3151
2) Cell: (919)302-7391
(d) Utilities Manager (Pump Stations) —Terry Foster
1) Office: (919)567-4738
2) Cell: (919)796-7201
(e) Pump Stations Supervisor— David Parker
1) Cell: (919)760-7217
(f) Collections Operator In Responsible Charge (ORC) — Darry Jones
1) Cell: (919)608-2850
(g) Operator in Responsible Charge (ORC) (Utley Creek Water Reclamation
Facility (UCWRF))—Casey Denton
1) Cell: (919)501-3034
0,,;„
PUMP STATION CONTINGENCY PLAN
ARTICLE XIII. ADDITIONAL INFORMATION.
Most major Pump Stations have a spare pump located in the Pump Maintenance Building at the Utley
Creek Water Reclamation Facility(WRF). Other spare parts regularly kept on hand include, but are not
limited to,the following:
• Float switches
• Fuses
• Electrical relays and contacts
In addition,the Town has access to multiple industrial vendors both locally and nationally to acquire any
parts not normally kept in stock. The Utilities Manager has access to a complete list of contacts for
ordering required parts and spares.
In the event of a serious emergency involving mechanical or electrical failure,the Town has access to
pumping equipment rental companies as well as electrical and generator repair services. The Utilities
Manager has contact information for these contractors.
Sewer cleaning equipment is available via the Utilities& Infrastructure Department. This equipment
includes, but is not limited to,the following:
• Jetting and Rodding equipment
• Trailer-mounted Vac equipment
• Combination Truck
• Camera Equipment
In addition,the Town also has access to local hauling contractors on an as-needed basis. The Utilities
Manager has this contact information.
Small construction projects and repairs will be handled by Town employees. In the event a construction
project exceeds the capability of the Town,a determination will be made by the Executive Director of
Utilities& Infrastructure as to the correct course of action. Consulting engineers may also be utilized for
further advice and troubleshooting.
Any emergency funds required for repairs or maintenance will be obtained by consulting with the
Executive Director of Utilities& Infrastructure and the Town Council as necessary.
In the event of a Sanitary Sewer Overflow (SSO),the cause of the overflow will be corrected,and the site
cleaned up as quickly as possible. The Town maintains an inventory of pulverized lime at the Public
Works Facility to aid in cleanup. In addition, local retailers may also be contacted for additional supplies.
16
PUMP STATION CONTINGENCY PLAN
Once the spill debris has been removed,the area will be treated with pulverized lime to minimize odors,
bacteria growth,and vector attraction.
To prevent future incidents,a Holly Springs Spill/Incident Report must be filed for review. If the spill has
resulted in more than 1000 gallons spilled or if any amount has reached a surface body of water,the
NCDEQ/DWR office in Raleigh (919-791-4200) MUST be notified within 24 hours. Overflows and spills
occurring outside normal business hours may also be reported to the NCDEQ Division of Emergency
Management at telephone number(800)858-0368. Form SSO-5 (5-day report) must also be filed within
5 days. For public notification procedures, please follow NCDEQ guidelines.
411)
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PUMP STATION CONTINGENCY PLAN
Ar
TOWN OF HOLLY SPRINGS
UTILITIES & INFRASTRUCTURE
PUMP STATIONS
INCLEMENT WEATHER CONTINGENCY PLAN
PUMP STATION CONTINGENCY PLAN
NOTE: IN THE IMPLEMENTATION OF THIS PLAN,AT NO TIME SHALL ANY EMPLOYEE PLACE
HIM- OR HERSELF IN HARMS WAY. PERSONNEL SAFETY IS PARAMOUNT.
This inclement weather plan is designed to place the system in as reliable a condition as possible prior to an
inclement weather hazard such as a hurricane or blizzard. It is broken down into various timeframes.
ARTICLE I. DEFINITIONS.
NOTE:THE FOLLOWING DEFINITIONS CAN BE LOCATED ON www.nhc.noaa.gov
Gale Warning:
A warning of 1-minute sustained surface winds in the range 34 kt(39 mph or 63 km/hr)to 47 kt(54 mph or 87 km/hr)
inclusive,either predicted or occurring and not directly associated with tropical cyclones
High Wind Warning:
A high wind warning is defined as 1-minute average surface winds of 35 kt(40 mph or 64 km/hr)or greater lasting for
1 hour or longer,or winds gusting to 50 kt(58 mph or 93 km/hr)or greater regardless of duration that are either
expected or observed over land.
Hurricane/Typhoon:
A tropical cyclone in which the maximum sustained surface wind(using the U.S.1-minute average)is 64 kt(74 mph or
119 km/hr)or more.The term hurricane is used for Northern Hemisphere tropical cyclones east of the International
Dateline to the Greenwich Meridian.The term typhoon is used for Pacific tropical cyclones north of the Equator west
of the International Dateline.
Hurricane Warning:
An announcement that hurricane conditions(sustained winds of 74 mph or higher)are expected somewhere within
the specified coastal area.Because hurricane preparedness activities become difficult once winds reach tropical storm
force,the hurricane warning is issued 36 hours in advance of the anticipated onset of tropical-storm-force winds.
Hurricane Watch:
An announcement that hurricane conditions(sustained winds of 74 mph or higher)are possible within the specified
coastal area.Because hurricane preparedness activities become difficult once winds reach tropical storm force,the
hurricane watch is issued 48 hours in advance of the anticipated onset of tropical-storm-force winds.
Inland Tropical Storm Watch
Issued for inland areas when sustained winds of 39 to 73 mph(62 to 117 km/h)associated with a tropical storm are
anticipated beyond the coastal areas though the actual occurrence,timing and location are still uncertain.
19
I _ �
• PUMP STATION CONTINGENCY PLAN
Inland Tropical Storm Warning
Issued for inland counties when tropical storm conditions are anticipated beyond the coastal areas in the next six to
twelve hours.
Inland Hurricane Watch
Issued for inland counties that sustained winds of 74 mph(118 km/h)or greater associated with a hurricane are
anticipated beyond the coastal areas though the actual occurrence,timing and location are still uncertain.
Inland Hurricane Warning
Issued for inland counties that sustained hurricane force winds are anticipated beyond the coastal areas in the next
six to twelve hours.
Tropical Depression:
A tropical cyclone in which the maximum sustained surface wind speed(using the U.S.1-minute average)is 33 kt(38
mph or 62 km/hr)or less.
Tropical Storm:
A tropical cyclone in which the maximum sustained surface wind speed(using the U.S.1-minute average)ranges from
34 kt(39 mph or 63 km/hr)to 63 kt(73 mph or 118 km/hr).
Tropical Storm Warning:
An announcement that tropical storm conditions(sustained winds of 39 to 73 mph)are expected somewhere within
the specified coastal area within 36 hours.
Tropical Storm Watch:
An announcement that tropical storm conditions(sustained winds of 39 to 73 mph)are possible within the specified
coastal area within 48 hours.
20
PUMP STATION CONTINGENCY PLAN
ARTICLE II. ACTIONS.
SECTION 2.01 EVERY SIX (6) MONTHS (JUNE, OCTOBER)
• Review this action plan, making changes as necessary.
• Ensure ALL emergency standby generators are fully fueled. Make arrangements with fuel
contractor to complete.
• Perform a test of all Automatic Transfer Switches (ATS)to ensure proper operation.
SECTION 2.02 72 HOURS PRIOR TO STORM
NOTE:AT THIS POINT IN THE TIMEFRAME,IT WILL BE VERY UNLIKELY THAT THE STORM WILL HAVE A SOLID PREDICTED
PATH. PERFORM THE FOLLOWING:
• Continue to monitor weather resources such as www.nhc.noaa.gov or www.wral.com for
further updates.
• Test ALL emergency generators for proper operation manually. This does NOT involve testing
the ATS. Ensure the generators operate properly and provide adequate electricity.
• Test all PORTABLE generators for adequate operation.
• Ensure connections are available for portable emergency generators.
SECTION 2.03 48 HOURS PRIOR TO STORM
• Continue to monitor the storm closely.
• Place emergency standby generator at pump stations that do not have permanent on-site, back-
up generators. (This will prevent the need to deliver the generator in adverse conditions)
• Check ALL stations for any loose debris or potential hazards during adverse winds.
• Ensure any vehicles required for storm response have been topped off with fuel.
SECTION 2.04 24 HOURS PRIOR TO STORM
NOTE:AT THIS POINT,THE STORM'S PATH SHOULD BE FAIRLY WELL DEFINED AND WATCHES AND WARNINGS SHOULD BE
POSTED. ALL PREPAREDNESS ACTIONS SHOULD BE RAPIDLY NEARING COMPLETION.
• Monitor local channels for up-to-date storm data.
• Test ALL station pumps in "hand" for proper operation. Ensure all pumps are left in "AUTO."
• Ensure on-call phone and pager have an adequate charge.
• FOR EACH STATION THAT HAS AN OVERHEAD CRANE, PERFORM THE FOLLOWING:
(NOTE:THIS WILL ALLOW THE HOIST TO"WINDMILL"-IT WILL SWING FREELY IN THE WIND. ENSURE THE AREA IS
CLEAR AND THE HOIST CAN SWING FREELY PRIOR TO THIS PROCEDURE.)
Ikk
' • PUMP STATION CONTINGENCY PLAN
o Unhook any lanyard or attachment from the hoist to an anchor point.
o Move the hoist as close to the pedestal as possible.
SECTION 2.05 DURING THE STORM
(a) DO:
1) Continue to monitor local channels for additional information. Additional flood
watches/warnings may be issued for the area.
2) Ensure that your own personal safety remains the most important item.
3) Monitor the system via remote telemetry.
4) Follow the recommendations and orders of any Public Safety Officer.
(b) DO NOT:
1) Attempt to repair ANY equipment during the storm. Only emergency repairs shall be
attempted,and ONLY when the"ALL CLEAR"has been determined.
2) Enter any standing water.
SECTION 2.06 AFTER THE STORM HAS PASSED
1) Perform a full check of ALL stations.
2) Check for any storm damage and report it to your supervisor or the ORC.
3) Secure all hoists properly.
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