WQCS00070_Renewal (Application)_20230206

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ROY COOPER
Governor ,p
ELIZABETH S.BISER "^
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Secretary
RICHARD E.ROGERS,JR. NORTH CAROLINA
Director Environmental Quality
February 06, 2023
City of Hendersonville
Attn: Lee Smith, Utilities Director
305 Williams St
Hendersonville, NC 28792-1670
Subject: Permit Renewal
Application No. WQCS00070
Hendersonville Collection System
Henderson County
Dear Applicant:
The Water Quality Permitting Section acknowledges the February 6, 2023 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,
Jett4L; 4(AlAvgA0/
Cynthia Demery
Administrative Assistant
Water Quality Permitting Section
ec: WQPS Laserfiche File w/application
arNorth Carolina Depanment of Environmental Quality Division of Water Resources
/J/� Asheville Regional Office 2090 US.Highway 70 I Swannanoa.North Carolina 28778
• 828.296.4500

CITY COUNCIL: :
FICE
B BARAG.VOLK CITY OF HENDERSONVILLE JOHNF.CFONNEf
Mayor The City of Four Seasons City Manager
LYNDSEY SIMPSON ANGELA S. BEEKER
Mayor Pro Tern City Attorney
JERRY A.SMITH,JR.,J.D. JILL MURRAY
DR.JENNIFER HENSLEY City Clerk
DEBBIE O'NEAL-ROUNDTREE en a rso nv le
Water 0 Sewer
WATER AND SEWER DEPARTMENT
Lee Smith, Utilities Director
Tuesday,January 31, 2023
Mr Charlie r, P.E. RECEIVED
North Carolina Department of Environmental Quality
Division of Water Resources,Water Quality Permitting Section
MUNICIPAL PERMITTING UNIT FEB 0 6 2023
1617 Mail Service Center
Raleigh, NC 27699-1617
NCDEQ/DWR/NPDES
Re: System-Wide Collection System Permit Renewal Application
Permit No. WQCS00070
City of Hendersonville
Dear Mr. Miller:
Please find enclosed a completed and signed System-Wide Collection System Permit Renewal Application for the
City of Hendersonville (Permit No.WQCS00070)for your review and consideration.Also included with the permit
renewal application are the following items:
➢ FY2023 Sewer Collection System and Support Organizational Chart (V.1)
➢ Sewer Pump Station List (IV.3)
➢ High-Priority Sewer Lines List (IV.4)
➢ FY2023 Budget for Collection System (V.4)
➢ FY2023 Capital Improvement Plan for Sewer Collection System (V.6)
➢ Response Action Plan (Vl.2) and Contingency Plan (Vl.4)
➢ Comprehensive Collection System Map (VI.6)
If you have any questions regarding this application or supporting documentation, please let me know. Thank you in
advance for your consideration.
Sincerely
ee Smith cc: John Connet, City Manager(Cover letter only)
Utilities Director Chad Freeman, Operations Manager
Tim Sexton, Utility Systems Supervisor, Collection System ORC
Attachments
305 Williams St. ([e-mail] Phone: [phone]
Hendersonville, NC 28792-4461 www.hendersonvillenc.gov Fax: [phone]

C: Application

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

E. Summary of Attachments Required:
IA Instruction A: Cover Letter
® Instruction C: Application
IffstFuetiewro❑ • b b
® Section IV.3 Pump Station List
O Section IV.4 High Priority Lines List
® Section V.4 Annual Budget for Collection System (Updated and Approved)
® Section V.6 Capital Improvement Plan (Updated and Approved)
O Section VI.2 Response Action Plan
O Section VI.4 Contingency Plan
O Section VI.6 Comprehensive Collection System Map
O 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: [phone] TELEPHONE NUMBER: [phone]
INSTRUCTIONS FOR APPLICATION CSA 04-16& SUPPORTING DOCUMENTATION Page 2 of 5

I. APPLICANT INFORMATION:
1. Applicant's name(Municipality,Public Utility,etc):City of Hendersonville
2. Facility Information: Name: Hendersonville Collection System Permit No.: WQCS00070
3. Applicant type: ®Municipal ❑ State ❑Privately-Owned Public Utility
❑County ❑Other:
4. Signature authority's name:John Connet per 15A NCAC 02T.0106(b)
Title: City Manager
5. Applicant's mailing address: 160 6th Avenue E.
City:Hendersonville State:NC Zip:28792-
6. Applicant's contact information:
Phone number:[phone] Fax number:( )= Email address:iconnet@,hvinc.gov
IL CONTACT/CONSULTANT INFORMATION:
1. Contact Name:Lee Smith
2. Title/Affiliation:Utilities Director
3. Contact's mailing address: 305 Williams St.
4. City:Hendersonville State:NC Zip:28792-
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. City System is located in: Henderson County
3. Owner&Name of Wastewater Treatment Facility(ies)receiving wastewater from this collection system:
Owner(s)&Name(s): City of Hendersonville,Hendersonville WWTP
4. WWTF Permit Number(s): NC0025534
5. What is the wastewater type? 89%Domestic or 11 %Industrial(See 15A NCAC 02T.0103(20))
y Is there a Pretreatment Program in effect?®Yes or❑No
6. Wastewater flow:2.19 MGD(Current average flow of wastewater generated by collection system)
7. Combined permitted flow of all treatment plants: 4.80 MGD
8. Explain how the wastewater flow was determined: ❑ 15A NCAC 02T.0114 or®Representative Data
9. Population served by the collection system:22,000
IV. COLLECTION SYSTEM INFORMATION:
1. Line Lengths for Collection System:
Sewer Line Description Length
Gravity Sewer 190(miles)
Force Main 19.93(miles)
Vacuum Sewer 0(miles)
Pressure Sewer <1 (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) 8
Simplex Pump Stations(Serving Multiple Buildings) 0
Duplex Pump Stations 30
3. Submit a list of all major(i.e.not simplex pump station serving a single family home)pump stations. Include the following
information:
> Pump Station Name
➢ Physical Location
➢ Alarm Type(i.e.audible,visual,telemetry,SCADA)
➢ Pump Reliability(Can convey peak hourly wastewater flow with largest single pump out of service)
➢ Reliability Source(permanent/portable generator,portable pumps)
➢ Capacity of Station(Pump Station Capacity in GPM)
4. Submit a list of all high priority lines according per 15A NCAC 02T.0402(2)known to exist in the collection system. Head
the list with"Attachment A for Condition V(4)"and include the system name.
➢ Use the same line identification regularly used by the applicant
> Indicate type of high priority line(i.e.aerial),material and general location
V. COLLECTION SYSTEM ADMINISTRATION:
1. Provide a brief description of the organizational structure that is responsible for management, operation and maintenance of
the collection system.
Organizational chart attached.
2. Indicate the current designated collection system operators for the collection system per 15A NCAC 08G.0201
Main ORC Name: Tim Sexton Certification Number: 996717
Back-Up ORC Name: Lee Smith Certification Number: 1005026
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: $ $1,239,767
4. Submit a copy of your current annual budget.
5. Approximate capital improvement budget for the collection system only: $47,862,200
6. Submit a copy of your current capital improvement plan.
7. Is this collection system currently a satellite system ❑Yes or®No
8. Do any satellite systems discharge to this collection system❑Yes or®No(If yes complete table below)
Satellite System Contact Information(Name,Address,Phone Number)
Complete for Satellite Systems that have a flow or capacity greater than 200,000 GPD(Average daily flow)
9. List any agreements or ordinances currently in place to address flows from satellite systems:
N/A
APPLICATION CSA 04-16 Page 4 of 5

VI. COLLECTION SYSTEM COMPLIANCE:
1. Is a Response Action Plan currently in place®Yes or❑No
2. If Yes,submit a copy of the Response Action Plan or see table 6 below.
3. Is a pump station contingency plan currently in place?®Yes or❑No
4. If Yes,submit a copy of the pump station contingency plan or see table 6 below.
5. Is a comprehensive collection system map currently in place? ®Yes or❑No
6. Submit a submit a copy of the collection system map(CD or hardcopy)or indicate a schedule for completion
7. Thoroughly read and review the System-Wide Collection System Permit Conditions. Typically compliance schedules
are only offered to NEW permit applicants and NOT permit renewals. Any compliance dates must be included within
the permit prior to issuance or the permit holder will be found in violation upon inspection.
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.
I(5)— Grease inspection and enforcement program ®Yes ❑No 12—18 mo.
I(6)—Three to five year current Capital Improvement Plan. ®Yes ❑No 12—18 mo.
I(8)—Pump station contingency plan IX 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 ®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). rsi 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,John Connet,City Manager attest that this application for City of Hendersonville
(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 c. p sup to 00 per violation.
Signature: Date: 1/27/2023
APPLICATION CSA 04-16 Page 5 of 5

Section IV.3 : Pump Station List
RECEIVED
FED 0 6 2023
NCDEQ/DWR/NPD ES

City of Hendersonville
ORG CHART- SEWER COLLECTION SYSTEM AND SUPPORT
Utilities Director
Assistant to the Utilities Engineer
Utilities Director
Environmental Operations Manager Techonology and Metering
Compliance Coordinator Manager
Environmental
Compliance Technician 1
Facilities Maintenance Preventive Maintenance Operations Support Technology
Facilities Maintenance J Utility Systems 7 Operations Support GIS/IT Analyst
Supervisor Supervisor Coordinator
Facilities Maintenance d CCTV Crew Leader -I Dispatcher
Crew Leader
Facilities Maintenance CCTV Operator I -I Dispatcher
-II Mechanic II
Facilities Maintenance CCTV Operator II 7 Warehouse Specialist
Mechanic I
Facilities Maintenance CCTV Operator I —
Utility Production
Mechanic II Specialist
Facilities Maintenance Combination Truck
Mechanic I Operator II
Facilities Maintenance Combination Truck
Technician Operator I
Generator Maintenance Line Maintenance
Technician Crew Leader-ROW
7 I&E Technician I Line Maintenance
Mechanic II
7 I&E Technician II Line Maintenance
Mechanic I(2)
Inflow Infiltration
—1I Technician
7 Line Maintenance
Crew Leader
Line Maintenance
Mechanic I(2)
REVISED
1/31/2023

r
City of Hendersonville
Sewer Pumping Stations
Revision Date: 1/26/2023
Station Cap.,
Site ID# Pump Station Name Physical Location Alarm Type Pump Reliability Reliability Source
gpm
001 Current Lighting Solutions 3106 Spartanburg Highway SCADA,Audible and Visual Duplex, Permanent No Generator 500
003 Garden Lane 306 Lawn Ln. SCADA,Audible and Visual Duplex, Permanent No Generator 100
008 Browning Avenue 705 Browning Ave. SCADA,Audible and Visual Duplex, Permanent Permanent Generator 100
010 Outback 238 Mitchell Dr. SCADA,Audible and Visual Duplex, Permanent Permanent Generator 100
011 Bonclarken 82 York Ridge Ln. SCADA,Audible and Visual Duplex, Permanent Permanent Generator 500
012 Highland Lake 35 Highland Lake Dr. SCADA,Audible and Visual Duplex, Permanent Permanent Generator 133
014 Dunroy 228 Williams Meadow Loop SCADA,Audible and Visual Duplex, Permanent Permanent Generator 45
015 Carriage Park-Grapevine 34 Bay Willow Ct. SCADA,Audible and Visual Duplex, Permanent Permanent Generator 37
016 Kenmure-Main 177 Winding Meadow Dr. SCADA,Audible and Visual Duplex, Permanent Permanent Generator 125
017 Carl Sandburg 1841 Little River Rd. SCADA,Audible and Visual Duplex, Permanent Permanent Generator 125
018 Kenmure-Brookwood 514 Candlewood Ln. SCADA,Audible and Visual Duplex, Permanent Permanent Generator 90
019 Highland Lake Golf Villas 278 Highland Golf Dr. SCADA,Audible and Visual Duplex, Permanent Permanent Generator 37
020 Carriage Park-Leverette Dr. 37 Lodge Dr. SCADA,Audible and Visual Duplex, Permanent Permanent Generator 79
023 Lakewood RV Park 817 Ballenger Rd. SCADA,Audible and Visual Duplex, Permanent Permanent Generator 60
024 Shaws Creek 204 Shaws Creek Farm Rd. SCADA,Audible and Visual Duplex, Permanent Permanent Generator 62
025 Dana Elementary School 738 Ridge Rd. SCADA,Audible and Visual Duplex, Permanent Permanent Generator 40
026 Clear Creek Elementary School 735 N.Clear Creek Rd. SCADA,Audible and Visual Duplex, Permanent Permanent Generator 50
028 Eagle Pointe 1014 Airport Rd. SCADA,Audible and Visual Duplex, Permanent Permanent Generator 36
029 Carriage Park-Preserve 133 Preserve Ct. SCADA,Audible and Visual Duplex, Permanent Permanent Generator 20
030 Carriage Park-Barnsdale 59 Barnsdale Ln. SCADA,Audible and Visual Duplex, Permanent Permanent Generator 45
031 The Orchards 434 Summerfield Place SCADA,Audible and Visual Duplex, Permanent Permanent Generator 215
032 Carriage Park-Deep Valley 163 Deep Valley Lane SCADA,Audible and Visual Duplex, Permanent Permanent Generator 20
033 Carriage Park-Wood Owl 108 Wood Owl Ct. SCADA,Audible and Visual Duplex, Permanent Permanent Generator 20
034 Sugarloaf Elementary School 2270 Sugarloaf Rd. SCADA,Audible and Visual Duplex, Permanent Permanent Generator 125
035 Carriage Park-High Fields 180 High Fields Ct. SCADA,Audible and Visual Duplex, Permanent Permanent Generator 50
036 Carriage Park-Crest 280 Carriage Crest Dr. SCADA,Audible and Visual Duplex, Permanent Permanent Generator 80
037 Carriage Park-Section 14 512 Carriage Park Way SCADA,Audible and Visual Duplex, Permanent Permanent Generator 80
038 Carriage Park West 88 Carriage Park West SCADA,Audible and Visual Duplex, Permanent No Generator 40
040 Atkinson Elementary School 2510 Old Kanuga Rd. SCADA,Audible and Visual Duplex, Permanent Permanent Generator 80
041 Oklawaha Village 234 Strick Garden Ln. SCADA,Audible and Visual Duplex, Permanent Permanent Generator 189

City of Hendersonville
Sewer Pumping Stations
Decommissioned sites Revision Date: 1/26/2023
Returned system to developer
Station Cap.,
Site ID# Pump Station Name Physical Location Alarm Type Pump Reliability Reliability Source
gpm
001 Current Lighting Solutions 3106 Spartanburg Highway SCADA,Audible and Visual Duplex,Permanent No Generator 500
002 Rhody's 1707 Spartanburg Highway
003 Garden Lane 306 Lawn Ln. SCADA,Audible and Visual Duplex,Permanent No Generator 100
004 Carriage Park 337 Carriage Park Way
005 Jackson Park 635 Glover St.
006 Saddlebrook 1040 Saddlebrook Dr.
007 The Willows 1427 Willow Rd.
008 Browning Avenue 705 Browning Ave. SCADA,Audible and Visual Duplex,Permanent Permanent Generator 100
009 Wolfpen 114 Glasson Court
010 Outback 238 Mitchell Dr. SCADA,Audible and Visual Duplex,Permanent Permanent Generator 100
011 Bonclarken 82 York Ridge Ln. SCADA,Audible and Visual Duplex,Permanent Permanent Generator 500
012 Highland Lake 35 Highland Lake Dr. SCADA,Audible and Visual Duplex,Permanent Permanent Generator 133
013 Hunter Automotive 2522 Asheville Highway
014 Dunroy 228 Williams Meadow Loop SCADA,Audible and Visual Duplex,Permanent Permanent Generator 45
015 Carriage Park-Grapevine 34 Bay Willow Ct. SCADA,Audible and Visual Duplex,Permanent Permanent Generator 37
016 Kenmure-Main 177 Winding Meadow Dr. SCADA,Audible and Visual Duplex,Permanent Permanent Generator 125
017 Carl Sandburg 1841 Little River Rd. SCADA,Audible and Visual Duplex,Permanent Permanent Generator 125
018 Kenmure-Brookwood 514 Candlewood Ln. SCADA,Audible and Visual Duplex,Permanent Permanent Generator 90
019 Highland Lake Golf Villas 278 Highland Golf Dr. SCADA,Audible and Visual Duplex,Permanent Permanent Generator 37
020 Carriage Park-Leverette Dr. 37 Lodge Dr. SCADA,Audible and Visual Duplex,Permanent Permanent Generator 79
021 Sharons Crossing Sharons Way
022 Clear Creek Landing 85 Nix Rd.
023 Lakewood RV Park 817 Ballenger Rd. SCADA,Audible and Visual Duplex,Permanent Permanent Generator 60
024 Shaws Creek 204 Shaws Creek Farm Rd. SCADA,Audible and Visual Duplex,Permanent Permanent Generator 62
025 Dana Elementary School 738 Ridge Rd. SCADA,Audible and Visual Duplex,Permanent Permanent Generator 40
026 Clear Creek Elementary School 735 N.Clear Creek Rd. SCADA,Audible and Visual Duplex,Permanent Permanent Generator 50
027 White Oak Village Zeb Corn Rd.
028 Eagle Pointe 1014 Airport Rd. SCADA,Audible and Visual Duplex,Permanent Permanent Generator 36
029 Carriage Park-Preserve 133 Preserve Ct. SCADA,Audible and Visual Duplex,Permanent Permanent Generator 20
030 Carriage Park-Barnsdale 59 Barnsdale Ln. SCADA,Audible and Visual Duplex,Permanent Permanent Generator 45
031 The Orchards 434 Summerfield Place SCADA,Audible and Visual Duplex,Permanent Permanent Generator 215
032 Carriage Park-Deep Valley 163 Deep Valley Lane SCADA,Audible and Visual Duplex,Permanent Permanent Generator 20
033 Carriage Park-Wood Owl 108 Wood Owl Ct. SCADA,Audible and Visual Duplex,Permanent Permanent Generator 20
034 Sugarloaf Elementary School 2270 Sugarloaf Rd. SCADA,Audible and Visual Duplex,Permanent Permanent Generator 125
035 Carriage Park-High Fields 180 High Fields Ct. SCADA,Audible and Visual Duplex,Permanent Permanent Generator 50
036 Carriage Park-Crest 280 Carriage Crest Dr. SCADA,Audible and Visual Duplex,Permanent Permanent Generator 80
037 Carriage Park-Section 14 512 Carriage Park Way SCADA,Audible and Visual Duplex,Permanent Permanent Generator 80
038 Carriage Park West 88 Carriage Park West SCADA,Audible and Visual Duplex,Permanent No Generator 40
039 Glenbrook 534 Blythe St.
040 Atkinson Elementary School 2510 Old Kanuga Rd. SCADA,Audible and Visual Duplex,Permanent Permanent Generator 80
041 Oklawaha Village 234 Strick Garden Ln. SCADA,Audible and Visual Duplex,Permanent Permanent Generator 189

Section IV.4: High Priority Lines List

ATTACHMENT A for Condition V(4)
City of Hendersonville
Inspect High Priority Gravity Mains
Zone HP Address MH from MH to
001 7th Ave 2407 5317
002 King St 443 433
003 Martin Circle 5324 5325
004 Maple St 2305 956
005 Grove St 287 2280
006 Dana Rd 1980 959
007 Blue Ridge Ave 174 772
008 Waddell Dr 2788 2785
009 Tracy Grove Rd 1976 1975
010 Mud Creek and Brittain Creek 5339 2342
1 011 Sugarloaf Rd 3258 1935
012 Grove St 1351 297
013 Locust St 2335 2334
014 Highland Ave 894 893
015 Martin Circle 938 937
016 Victor Heir St 1408 1407
017 Walnut Tree Circle 2385 5341
018 Lake Poin Point Landing 2796 2795
019 Town Center 5106 5103
020 WWTP 5097 5096
021 North Henderson High School (Force Main) End of F/M 5217
022 Wolfpen 4014 5223
023 Brookstone Ct 4837 4835
024 Church St 1769 1770
025 Lake Ave And Ewart Hill Rd 184 183
026 Jordan St 185 186
027 Foster Circle 1604 4040
028 Ehringhaus St 1324 1604
029 Kanuga Rd 912 450
030 Church St 1350 446
031 White Pine Dr 1738 1737
032 Saddlebrook Dr 512 511
2 033 5th Ave 1728 1731
034 5th Ave at RR Tracks 1726 1727
035 White Pine Dr 1754 1753
036 Jordan St 4768 2129
037 Lake Dr 1757 1756
038 4th Ave 188 2130
039 190
4th Ave West 189
040 Glenbrook Dr (Blythe St) 2587 3990
041 Spring St 1327 1326
042 Spring St 1335 1336
043 S Whitted St 1347 1345
044 Jonesborough 524 525
045 Shaws Creek Farm 3408 3403
046 Deer Park 4404 4284
p.1 1/31/2023
1

ATTACHMENT A for Condition V(4)
City of Hendersonville
Zone HP Address MH from MH to
No.
047 Hwy 176 1356 1761
048 Hwy 176 1775 1772
049 Greenville Hwy (Golden Gate Dr) 547 540
050 Brookwood Village 5287 5029
051 Greenville Hwy at Copper Penny Dr 2445 5575
052 Balsam Rd 1782 1780
053 Fitzsimmons 554 555
054 Chadwick Square Ct 540 533
3 055 Spartanburg Hwy 3792 18
056 Shepherd St 2178 16
057 Fairlane Dr 3140 2179
058 Thornbird Ave 1809 1815
059 Fitzsimmons St 5042 3140
060 Brooklyn Ave 3020 3010
061 Brooklyn Ave 1826 1828
062 Brooklyn Ave (Near Brooklyn Acres) 1818 1820
063 Dale Ave 2184 2185
064 Shepherd St 5535 2152
065 Erkwood Dr 3089 3088
066 Dunroy Dr 2578 2606
067 207 Hampton Dr 176 175
068 505 Belvidere Ct 178 177
069 Justice St 1289 1283
070 Conner St 1294 1293
071 Lugano 1987 1988
072 Blythe St 180 179
073 Maplewood Ct 1940 1941
074 Indian Hills (Hwy 191) 2422 2418
075 Essex Path 1944 1942
076 The Oaks 2694 2764
4 077 Knollwood Dr (at Tebeau Dr) 4946 459
078 Knollwood Dr (at Connor St) 1293 1289
079 Scheppergell Dr 1985 1984
080 Woodmont Dr 1981 1983
081 112 Long John Mountain Rd 2752 2753
082 Browning Ave 1024 PS
083 High Fields Ct 5017 5016
084 Carriage Crest Dr PS 4325
085 Carriage Crest Dr 4323 4321
086 Carriage Crest Dr PS 036 PS 037
087 Sewer Pump Station #037 4125 PS037
088 Mill Pond Way 795 788
089 Comet Dr 5711 1363
1/31/2023
p.2

ATTACHMENT A for Condition V(4)
City of Hendersonville
Zone HP Address MH from MH to
No.
090 Upward Rd 612 615
091 New Hope Rd 2771 1783
092 Air ort St Shepherd 497 496
p (Airport))
093 Shepherd St (Airport) 499 498
094 Loop Rd (Creek crossing for Blue Ridge Tech) 562 561
095 Clearview Dr 567 566
096 Clearview Dr 569 574
097 Vine Rd 571 569
098 Upward Rd 625 615
099 Ballenger Rd (Force Main) PS 023 603
5 100 Covered Bridge Dr 1221 1218
101 Covered Bridge Dr 2784 1223
102 Lake Cove Dr(Force main) PS 011 3994
103 Lake Cove Rd 1214 1215
104 Bonclarken 1130 1129
105 Bonclarken 1137 1136
106 Sycamore Dr(Bonclarken) 2430 3622
107 Old Spartanburg Hwy 2440 2439
108 Maple Village Dr 2436 2434
109 Shepherd St 508 506
110 Loop Rd 2433 2432
111 Spartanburg Hwy 3800 4111
112 Spartanburg Hwy 3981 4011
113 Dodd Meadows 5159 5086
114 Orchards of Flat Rock(Force main) LS 031 3242
1/31/2023
p.3

Budget to Actual Report with Drilldowns Preventive Maintenance
Time run:1/30/2023 7:46:47 PM 0607155
Approved FY2023 Budget
Account Account Description Adopted Budget Budget j Amended
Adjustments j Budget
501001 Salaries-Regular 571,115 - 571,115
501010 Salaries-Overtime 45,000 - 45,000
501011 Salaries-Holiday Pay - - -
501012 Salaries-Standby Pay 3,750 - 3,750
501025 Salaries-Uniform/Taxab 1,850 - 1,850
502001 Fica Tax Expense 43,690 - 43,690
502005 Group Med&Life Ins 105,580 - 105,580
502050 Retirement Expense 69,333 - 69,333
502091 Worker's Comp Ins 818 - 818
519104 Prof Services-Engring 100,000 - 100,000
_� z
519200 Contract Services 40,000 - I 40,000
521001 Supplies&Materials 100,000 - 100,000
521100 Uniforms 23,000 - 23,000
523003 Utilities-Telephone&Internet 12,200 - 12,200
524020 R&M-Equipment 30,000 - 30,000
524030 R&M-Trucks 10,000 - 10,000
524060 R&M-Lines 200,000 - 200,000
524070 R&M-Paving Cut Repairs 90,000 - 90,000
531100 Fuel 38,500 - 38,500
531210 Permits,License And Fees 4,500 - 4,500
531215 Dues&Subscriptions 1,800 - 1,800
531220 Travel -
531225 Training 10,500 - 10,500
531600 Lease/Rental-Equipment 11,000 - 11,000
531700 Liab&Prop Ins&Bonds 25,458 - 25,458
531705 Damage Claims 11,000 - 11,000
532400 Miscellaneous 400 - 400
534000 Non-Capital Equipment 21,000 - 21,000
540001 Special Appropriations - - -
555002 Capital Outlay-Lines -
$ 1,570,494 $ - $ 1,570,494
50% Sewer $ 785,247
50% Water $ 785,247
Preventive Maintenance $ 785,247
Facilities Maintenance $ 454,520
Total $ 1,239,767

Budget to Actual Report with Drilldowns Facilities Maintenance
Time run:1/30/2023 7:55:30 PM 0607032
Approved FY2023 Budget
Budget Amended
Account Account Description Adopted Budget
Adjustments Budget _
501001 Salaries-Regular 406,060 406,060
501002 Salaries-Board/Part Time/Temp/Aux 47,145 -I 47,145
501010 Salaries-Overtime 12,500 - 12,500
501011 Salaries-Holiday Pay - - -
501012 Salaries-Standby Pay 8,000 - 8,000
501014 Salaries-Shift Diff -
501025 Salaries-Uniform/Taxab 1,500 - 1,500
502001 Fica Tax Expense 34,015 - 34,015
502005 Group Med&Life Ins 70,517 - 70,517
502050 Retirement Expense 53,979 - 53,979
502055 Retiree Insurance 16,434 16,434
502091 Worker's Comp Ins 4,838 - 4,838
519200 Contract Services 151,000 151,000
521001 Supplies&Materials 58,000 - 58,000
521100 Uniforms 12,000 - 12,000
523001 Utilities-Electricity - - -
523002 Utilities-Gas - - -
523003 Utilities-Telephone&Internet 18,600 - 18,600
524010 R&M-Bulidings 75,000 - 75,000
524020 R&M-Equipment 100,000 - 100,000
524030 R&M-Trucks 22,000 - 22,000
524060 R&M-Lines -
524099 R&M-Departmental Charges -
531100 Fuel 32,000 - 32,000
531210 Permits,License And Fees 3,000 - 3,000
531225 Training 15,000 (5,000) 10,000
531600 Lease/Rental-Equipment 5,000 - 5,000
531700 Liab&Prop Ins&Bonds 11,840 - 11,840
532400 Miscellaneous 200 - 200
_
534000 Non-Capital Equipment 10,000 5,000 15,000
540001 Special Appropriations - - -
554001 Capital Outlay-Equipment/Other Than Vehicles 80,000 - 80,000
556001 CapitalOutlay-Other/Intangible 50,000 - 50,000
1,298,627 1,298,627
35% Sewer $ 454,520
65% Water $ 844,108

Section V.4:
Annual Budget for Collection System
RECEIVED
FEZ 0 6 2023
NCDEQ/DWR/NPDES

Fiscal Year Project Title Description Total Cost FY23 FY24 FY25 FY26 FY27 FY28 FY29 FY30 Fund Dept. Acct. Funding Source
Sewer Flow Meter Replacement 85,000 - 85,000 - - - - - - 60 7155
Sewer PumpStation#037 Rehabiliation 50 000 - 50 000 - - - - - - 60 7132
>
Locator Lateral Camera Replacement 17,000 - 17,000 - - - - - - 60 7155
WinCan CCTV Hardware Upgrade 16,000 - 16,000 - - - - - - 60 7155
FOG Rod Installations-Sewer Pump Stations Installation of Fats 150,000 - 50,000 50,000 50,000 - - - - 60 7132
Skid Steer to Replace Tractor for ROW Clearing(42-06) 100,000 - 100,000 - - - - - - 60 7155
2024 Total 418,000 - 318,000 50,000 50,000 - - - -
All Terrain Vehicle(04-06)2017 Polaris Ranger XP900 18,000 - - 18,000 - - - - - 60 7155 554001 WS Cash
Dump Truck(22-07)Chevrolet Kodiak C7500 85.000 - - 85,000 - - - - - 60 7002 554001 WS Cash
2025 Total 103.000 - - 103,000 - - - - -
Dump Truck(22-20)2017 Western Star 7400SB 158,000 - - - 158,000 - - - - 60 7002 554001 WS Cash
Sewer Main Rehabilitation Rehabilitation of a 1,608,000 - - 250,000 257,000 264,000 271,000 279,000 287,000 60 7155
Excavator(44-17)2014 CAT 305.5E 82,000 - - - 82,000 - - - - 60 7002 554001 WS Cash
Skid Steer(50-03)2014 CAT 259D 82,000 - - - 82,000 - - - - 60 7002 554001 \VS Cash
2026 Total 1,930,000 - - 250.000 579,000 264,000 271,000 279,000 287,000
- - - - - - - - - 60 7135 554001 WS Cash
2027 Total - - - - - - - - -
Dump Truck(22-03)2011 Ford F750 85,000 - - - - - 85,000 - - 60 7035 554001 WS Cash
Skid Steer(50-05)2018 CAT 299D2XHP 112,000 - - - - - 112,000 - - 60 7002 554001 WS Cash
2028 Total 197,000 - - - - - 197,000 - -
Slope Mower 112,000 - - - - - - - 112,000 60 7155 554001 WS Cash
All Terrain Vehicle 04-07 2017 Polaris Ranger XP901 18,000 18.000 60 7035
Trailer mounted sewer jetter(29-04) 60,000 - - - - - - - 60,000 60 7155 554001 WS Cash
2030 Total 190,000 - - - - - 18,000 - 172.000
Sewer Collection System-Operating Capital Fund Total 2,838,000 - 318.000 403,000 629,000 264,000 486,000 279,000 1459,000

Department Fiscal Year Project I0le Description "total Cost I123 FY24 FY25 FY26 FY27 FY28 FY29 Fund Dept. Acct. Fundingtiourcc
4 Mud Creek Interceptor#18032 The Mud Creek Interceptor Repla 8,802,000 8,802,000 - - - - - - 4ol 7155 550103 SRF Loan
Water&Sewer 9 New Sewer Combination Truck#22011 Replacement of Vactor truck that 1,123,000 523,000 - 600,000 - - - 460 7155 554002 2023 Rev.Bond
Capital Fund 2 Streambank Sewer Improvements#21013 Stream restoration project where t 600,000 600,000 - - - - - - 460 7155 550103 2023 Rev.Bond
9 Wastewater Evaluation-Basin 3#21045 Infiltration and Inflow(I/I)investi 100,000 - - 100,000 - - - - 460 7155 550103 Reserve
2023 Total 10,625,000 9,925,000 - 700,000 - - - -
5 NCDOT Highland Lake Rd The North Carolina Department o 575,000 - 575,000 - - - - - 460 7055 550103 2024 Rev.Bond
10 Barker Heights Sewer Improvements The project extends sanitary sewe 17,605,200 - 1,522,600 1,522,600 14,560,000 - - - 460 7155
2024 Total 18,180,200 - 2,097,600 1,522,600 14,560,000 - - -
15 North Main Water and Sewer Replacement Replacement of aging water and sl 1,640,000 - - 1,640,000 - - - - 460 7055 550103 2026 Rev.Bond
9 Sewer Collection System Master Plan Update Update of the City's Sewer Collec 220,000 - - 220,000 - - - - 460 7155 550103 Reserve
9 Combination Truck Storage Building Construction of an enclosed storal 660,000 - 60,000 600,000 - - - - 460 7155 550103 2026 Rev.Bond
2025 Total 2,520,000 - 60,000 2,460,000 - - - -
6 Wash Creek Replacement Sewer G08 Approximately 4,150 feet of 21-ir 3,720,000 - - - 3,720,000 - - - 460 7155 550103 2026 Rev.Bond
2026 Total 3,720,000 - - - 3,720,000 - - -
6 Devils Fork Sewer Replacement G05 Approximately 3,100 feet of 21-ir 2,790,000 - - - - 2,790,000 - - 460 7155 550103 2028 Rev.Bond
5 NCDOT White St/South Main#17126 The North Carolina Department o 3,750,000 - - - - - 3,750,000 - 460 7055 550103 2028 Rev.Bond
2027 Total 6,540,000 - - - - 2,790,000 3,750,000 -
- - - - - - - - 460 7002 550103 2028 Rev.Bond
2028 Total - - - - - - - -
6 Brittain Creek Sewer Replacement G-03 Approximately 4,480 feet of 15-it 3,080,000 - - - - - - 3,080,000 460 7155 550103 2029 Rev.Bond
10 Brookwood Sewer Pump Station Replacement Replacement of existing sewer pu, 359,000 - - - - - - 359,000 460 7155 555003 WS Cash
2029 Total 3,439,000 - - - - - - 3,439,000
Sewer Collections System-Capital Fund Total 45.024,2011 9.925.11110 2,157,600 4,682,6110 18,280,000 2,790,000 3,750,000 3,439,0011

1
Section VI .2 Response
Action Plan

Section VI .4
Contingency Plan

Hen ersonv Ile
Water 4 Sewer
STANDARD OPERATING PROCEDURE
FIELD OPERATIONS
Title: SANITARY SEWER OVERFLOW RESPONSE
Author: Lee Smith
Verified By: Date: ! " c2 3
ility Systems Supervisor,ORC
•
Verified By: i� Date: 1/3° �a23
VP- ciF" I'
Verified _AMP' Date: 1 3O oa23
•
Operation ••-nager
i^ %'!�'
Approved By: Date: 1/3 .2425
Utiliti ctor
PURPOSE:
The purpose of this document is to protect the citizens of Henderson County, North Carolina,
and the environment by establishing written procedures for responding to Sanitary Sewer
Overflows (hereafter referred to as SSO's). This procedure applies to all Water and Sewer
employees that in the course of their work may deal with SSO's. These procedures will be
revised at least annually, or whenever revised guidance from County,State or Federal
authorities dictate a revision is necessary.
A. REPORTING.
1. Individual calls the Field Operations or Customer Service office (Finance Department) or
Administration office (Water and Sewer Department), during normal office hours, or the
Hendersonville Water Treatment Plant, after normal office hours, or on the weekend, or
on a holiday to report a sewer main break, sewer main blockage, damaged sewer line,
or other sewer utility problem.
2. The City personnel receiving the call should obtain the following information
(minimum):
a. Name of Caller.
b. Name of company or public entity, if applicable.
SANITARY SEWER OVERFLOW RESPONSE Standard Operating Procedure No. 0323.10F0
Water and Sewer

c. Address of Caller.
d. Telephone number (work, cellular, and/or home) of Caller.
e. Reason for call.
f. Location of problem(s), if different from address above.
g. Date and time of call.
h. Name(s) of company and/or person responsible for damage(s), if applicable.
i. Name(s) of company for whom they are contracted by, if applicable.
j. Name(s) of other utilities that may be involved.
3. Upon discovery of a possible SSO site during normal duty hours, notify the SSO Contact
Monitor(s) at the telephone numbers listed on the call out sheet.
4. After normal work hours contact Collection System Supervisor. In the event that he
cannot be reached, contact Distribution System Supervisor. In the event that he cannot
be reached, contact the Facilities Maintenance Supervisor. In the event that he cannot
be reached, contact the Wastewater Treatment Plant Superintendent. In the event that
these individuals cannot be reached, call the Water Treatment Plant at 891-7779, and
have them contact the Operations Manager or Utilities Director.
5. SSO Contact Monitor(s) (refer to Attachment 1—SSO Contact Monitors)will be the
primary interface between the City of Hendersonville and the State of North Carolina
Department of Water Quality on all SSO matters.
6. SSO Contact Monitor(s) will notify the Operations Manager of any SSO that falls within
the parameters below. After normal duty hours he can be reached by cell phone or by
pager (refer to call out sheet). The Operations Manager will be responsible for notifying
the Utilities Director.
7. SSO Contact Monitor(s) will report overflows from any sewer line or pump station or the
bypass of any wastewater treatment system or any component thereof.This
requirement applies in the following cases.
a. Any spill of 1,000 gallons or greater;
b. Any spill, regardless of the volume, that reaches the surface waters of the State.
Please note that drainage ditches and storm sewers are considered waters of the
State;
c. In the event a spill occurs, as described in 7.a. or 7.b., the City will issue a press
release notifying the public of said spill.The City will submit the same press release
to the ARO.
d. SSO Contact Monitors are required to provide an oral report regarding reportable
spills to the appropriate Regional Office as soon as possible, but in no case later than
twenty-four (24) hours following the spill event at [phone];
e. Additionally, if a spill occurs after normal business hours, the event must be
reported during the next working day. Should a spill occur after hours that reaches
SANITARY SEWER OVERFLOW RESPONSE Standard Operating Procedure No. 0323.10F0
Water and Sewer

the surface waters and/or it may be considered as an environmental or health
hazard, the report must be made immediately to the North Carolina Division of
Emergency Management (NCDEM) at 1-800-858-0368 and the NCDEM office will
contact appropriate Division of Water Quality staff.
f. A written report (see attached form) must be submitted to the appropriate regional
office with in five (5) days of the time that the City of Hendersonville becomes aware
of the spill occurrence.All parts of the form must be completed in detail and
submitted either at the time of the oral report or within the required five (5) days. It
is highly recommended that the form be emailed to the regional office, followed up
by a telephone call to confirm the fax has been received and to provide any
Y
additional information that may be needed.
B. CAUSE DETERMINATION AND RESPONSE.
1. CAUSE DETERMINATION.
a. Line Blockage; or
b. Damaged Line; or
c. Pump Station Failure.
2. RESPONSE:
a. Line Blockage:
(1) Locate the end of the spill area either in an open ditch or the point where a
storm drain empties. Create a dam or insert a plug to prevent spill from
progressing further.The dam needs to be constructed near a manhole or at a
location that is accessible to the jet/vacuum truck. Build the dam using dirt or
sand bags that are capable of containing water flow from fire hydrant(s)without
dam failure. Have backhoe at site with extra material at all times so dam can be
rebuilt if a breach occurs.
(2) Put up warning tape, black on red or black on yellow "Danger Do Not Enter",
from the SSO site to the pump site on both sides of the open ditch in populated
areas. In unpopulated areas restrict access where there is any chance of humans
coming in contact with the SSO.
(3) Station two (2) pumps at the dam that are capable of maintaining a pumping
rate equal to or greater than fire hydrant flow rate.Use one pump for backup.
There will be two(2) workers at the pump site at all times during pumping
operations. Pump effluent from dam into the manhole and/or vacuum truck.
(4) Locate blockage simultaneous to pump around operations.
(5) Clean line out with jetting machine enough to re-establish adequate flow
through the pipe line while removing blockage material with vacuum truck.
SANITARY SEWER OVERFLOW RESPONSE Standard Operating Procedure No. 0323.10F0
Water and Sewer

(6) Flush ditch or storm drain with water from a sufficient number of hydrants to
remove waste product from ditch. Notify the water treatment plant when
starting and stopping of ditch flushing.
(7) If rip rap is in ditch,wash down with high water pressure until there is no waste
residue remaining on, or within the rip rap structure.
(8) Continue to pump effluent from dam into the manhole until all water has been
reclaimed.
(9) Once finished cleaning spill, return to blockage point and clean line thoroughly,
while removing blockage material with vacuum truck.
(10) Proceed to clean-up operations (Section C).
b. Damaged Line:
(1) Locate the end of the spill area either in an open ditch or the point where a
storm drain empties. Create a dam or insert a plug to prevent spill from
progressing further.The dam needs to be constructed near a manhole or at a
location that
is accessible to the jet/vacuum truck. Build the dam using dirt or sand bags that
are capable of containing water flow from fire hydrant(s)without dam failure.
Have backhoe at site with extra material at all times so dam can be rebuilt if a
breach occurs.
(2) Put up warning tape, black on red or black on yellow "Danger Do Not Enter",
from the SSO site to the pump site on both sides of the open ditch in populated
areas. In unpopulated areas restrict access where there is any chance of humans
coming in contact with the SSO.
(3) Station two(2) pumps at the dam that are capable of maintaining a pumping
rate equal to or greater than fire hydrant flow rate.Use one pump for backup.
There will be two(2) workers at the pump site at all times during pumping
operations. Pump effluent from dam into the downstream manhole and/or
vacuum truck.
(4) Locate and expose damaged line simultaneous to pumping operations.
(5) If gravity sewer, plug line upstream and downstream from damaged section at
manhole,whenever possible. Set up one (1) pump in an upstream manhole
capable of maintaining a pumping rate equal to or greater than that flow rate in
the sewer main. Pump from this upstream manhole to a downstream manhole
and/or to the vacuum truck. If the damage line is a pressure sewer, have all
pump stations pumping into line shut down. Ensure availability of a vacuum
truck to pump down pump station wet wells as required.
SANITARY SEWER OVERFLOW RESPONSE Standard Operating Procedure No. 0323.10F0
Water and Sewer

(6) Continue pumping discharge from line to downstream manhole and/or vacuum
truck until flow has ceased enough to repair or replace damaged section of line.
(7) Flush ditch or storm drain with water from a sufficient water source (i.e., creek
upstream of SSO or a fire hydrant)to remove wastewater from ditch or storm
draining system. Notify water treatment plant personnel prior to initiation of and
upon completion of all flushing operations.
(8) If rip rap is in ditch,wash down with high water pressure until there is no
wastewater residue remaining on, or within the rip rap structure.
(9) Continue to pump effluent from dam into the manhole until all water has been
reclaimed.
(10) Proceed to clean-up procedure (Section C).
c. Pump Station Failure:
(1) Pump down pump station well to terminate SSO and notify Facilities
Maintenance personnel of pump station failure.
(2) Locate the end of the spill area either in an open ditch or the point where a
storm drain empties, if required. Create a dam or insert a plug to prevent spill
from progressing further.The dam needs to be constructed near a manhole or at
a location which is accessible to the jet/vacuum truck. Build the dam using dirt or
sand-bags that are capable of containing water flow from fire hydrant(s)without
dam failure. Have backhoe at site with extra material at all times so dam can be
rebuilt if a breach occurs.
(3) Put up warning tape, black on red or black on yellow "Danger Do Not Enter",
from the SSO site to the pump site on both sides of the open ditch in populated
areas. In unpopulated areas restrict access where there is any chance of humans
coming in contact with the SSO.
(4) Station two (2) pumps at the dam that are capable of maintaining a pumping
rate equal to or greater than fire hydrant flow rate.Use one pump for backup.
There will be two (2)workers at the pump site at all times during pumping
operations. Pump effluent from dam into the downstream manhole and/or
vacuum truck.
5 Repair pumpstation or maintain wet well level with vacuum truck until pump
P p P
station is returned to service.
(6) Flush ditch or storm drain with water from a sufficient water source (i.e., creek
upstream of SSO or a fire hydrant)to remove wastewater from ditch or storm
draining system. Notify water treatment plant personnel prior to initiation of and
upon completion of all flushing operations.
SANITARY SEWER OVERFLOW RESPONSE Standard Operating Procedure No. 0323.10F0
Water and Sewer

(7) If rip rap is in ditch,wash down with high water pressure until there is no
wastewater residue remaining on, or within the rip rap structure.
(8) Continue to pump effluent from dam into the manhole or wet well until all water
has been reclaimed.
(9) Proceed to clean-up procedure (Section C).
C. CLEAN-UP PROCEDURE.
1. ASPHALT CONCRETE:
a. Set up containment at or near the storm drainage system; do not let the spill enter
the storm drainage system.
b. Put up tape, black on red or black on yellow "Danger Do Not Enter", around the SSO
area.
c. Spread lime (hydrated or pelletized) and sand on spillage (or equivalent material).
Let this stand for one (1) hour and sweep up. If moisture or grease is still present,
repeat procedure.
d. After removing the contaminated material,wash down the area with high water
pressure and dilute sodium h ochlorite solution (HTHorlorox . Pumpthis back
YP }
into the sewer system.Transport wet sand to the drying facilities at the wastewater
treatment plant.
2. PRIVATE PROPERTY:
a. Till the area whenever possible. Apply lime (hydrated or pelletized), seed and straw.
b. If not able to till, apply lime (pelletized or hydrated), and topsoil and mix thoroughly.
Lime again lightly, then seed (See Seeding Schedule) and cover with straw.
3. DITCH OR STORM DRAIN:
a. Flush ditch or storm drain with water from a sufficient source (i.e., creek upstream
from SSO or a fire hydrant)to remove wastewater from ditch or storm drain. Notify
water treatment plant personnel prior to initiation of and upon completion of all
flushing operations.
b. If rip rap is in ditch,wash down with high water pressure until there is no
wastewater residue remaining on, or within the rip rap structure.
c. Continue to pump effluent from dam into the manhole until all water has been
reclaimed.
SANITARY SEWER OVERFLOW RESPONSE Standard Operating Procedure No. 0323.10F0
Water and Sewer

d. Apply pelletized or hydrated lime and sand as may be required to neutralize spill
site.
REVISION TRACKING
Original Date: 12/7/1998 03.9800
Revised: 1/28/1999 03.9901
1/31/2000 03.0002
5/25/2001 03.0103
1/14/2002 03.0204
9/12/2002 03.0205
3/31/2003 03.0306
1/24/2006 03.0607
1/26/2011 03.1108
2/19/2015 03.1509
1/30/2023 03.2310
SANITARY SEWER OVERFLOW RESPONSE Standard Operating Procedure No. 0323.10FO
Water and Sewer

FIENDERSONVILLE WATER AND SEWER
24-HOUR CONTACT LIST
Contact Name Title Phone
Tim Sexton Utility Systems Supervisor, 243-3740
Collections System, ORC (Primary)
Chad Freeman Operations Manager 243-0110
(2nd Contact)
Dwayne Jones Facilities Maintenance 329-0825
Supervisor(3rd Contact)
Lee Smith Utilities Director 674-2223
(4th Contact)
Garrett DeMoss WWTF Manager 458-0066
Ricky Levi WTF Manager 458-7830
FIELD OPERATIONS
LINE MAINTENANCE
Duncan, Brad Utility Systems Supervisor 243-5406
Herman, Matthew Utility Systems Supervisor,ORC 435-1976
Blackwell,JR CCTV Crew Leader 699-2034
Caleb Smathers Line Maintenance Crew Leader 458-8531
James Clugh Line Maintenance Crew Leader 458-8531
Bo Stepp Line Maintenance Crew Leader 708-1825
Tim Laughter Line Maintenance Crew Leader 280-7911
Brandon Smith Line Maintenance Crew Leader 458-8843
Montana Riley Line Maintenance Crew Leader 606-1332
Austin Williams Line Maintenance Crew Leader 778-6610
PUMP STATIONS
Austin Jones I&E Technician 231-2159
Clay Tritt I&E Technician 231-1515
Jeramiah Putnam Facilities Maintenance Mechanic II 243-4539
Jacoby Rogers Facilities Maintenance Mechanic I 808-9327
Greg Williams Facilities Maintenance Mechanic I 243-5935
Larry Reeves Facilities Maintenance Mechanic I 606-7682
Issac Walden Facilities Maintenance Mechanic I 696-5572
Chris Duncan Facilities Maintenance Mechanic-PT 243-5071
Toby Hopkins Facilities Maintenance Mechanic-PT 329-6616
ADMINISTRATION
Adam Steurer, P.E. Utilities Engineer Ill 243-4430
Rhonda Wiggins Administrative Assistant III 233-3206
SANITARY SEWER OVERFLOW RESPONSE
SOP NO.0323.10F0 REVISED
ATTACHMENT 1 1 1/30/2023

HENDERSONVILLE WATER AND SEWER
SSO NOTIFICATION LIST
Company or Agency Number
DWQ - Asheville Regional Office (ARO) Office 296-4500
Email daniel.bossncdenr.qov
NC Division of Emergency Management Office [phone]
Email
Garrett DeMoss, WWTF Manager, Hendersonville WWTP Office 697-3077
Email gdemoss(a�hvinc.gov
Ricky Levi, WTF Manager, Hendersonville WTP Office 891-7779
Email rlevi(cr�hvinc.gov
Office
Email
SANITARY SEWER OVERFLOW RESPONSE
SOP NO. 0323.10FO REVISED
ATTACHMENT 2 1 1/30/2023

Section VI .6
Comprehensive Collection
System M a p