WQCS00054_Regional Office Historical File Pre 2018 (3)

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MICHAEL S:12EGA .
Secretciry
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Mr. Mark Watson, County Manager
Union County
500 North Main St.
Monroe, North Carolina 28112
NORTH .CARD INA
.1Erarlinf-nfrila gilearl r
October 25, 2019
Subject: Compliance Evaluation Inspection
Permittee: Union County Waste Water Collection System
Permit No. WQCS00054
Union County, NC
Dear Mr. Watson:
1. Mr. Tony Parker of the Mooresville Regional Office of the NC Division of Water
Resources (DWR or the Division) conducted a compliance evaluation inspection (CEI) of
the County's wastewater collection system (WWCS) on October 21, 2019. The assistance
of Mr. Andrew Neff and Mr. Gregory Morgan and other staff during the inspection was
greatly appreciated. A copy of the inspection report is attached for your records and
inspection findings are summarized below.
Site/System Review
2. The following system components were inspected:
a. Four pump stations were inspected. Some issues noted. See attached report.
b. Numerous manholes were inspected. Some issues noted. See attached report.
c. Two right of way was inspected. No issues.
d. Two aerial crossings were inspected. No issues.
3. As you are aware, owners of permitted collection systems must comply with their permit
and all rules listed under NC Administrative Code 15A NCAC 02T .0400, et seq. The
Town's compliance status with each of these rules is summarized below:
a. 15A NCAC 02T .0403(a)(1): Requires that the system be effectively maintained
and operated at all times to prevent discharge to land or surface waters and any
contravention of ground or surface water standards.
Observations: Each pump station appeared to well maintained and operated.
Compliance Status: Compliant
North Carolina Department of Environmental Quality I Division of Water Resources
610 East Center Avenue I Suite 301 I Mooresville, North Carolina 28115
704-663-1699

b. 15A NCAC 02T .0403(a)(2): Requires that a map of the wastewater collection
system be developed and actively maintained.
Observations: The County has computerized maps showing locations of lines,
direction of flow, force mains, pump stations, manholes and other information.
Compliance Status: Compliant
c. 15A NCAC 02T .0403(a)(3): Requires that an operation and maintenance (O&M)
plan be developed and implemented, which includes pump station inspection
frequency, preventative maintenance schedule, spare parts inventory and overflow
response.
Observations Pump station logs were available. Records were available for all
maintenance activities. Spare parts and pumps are kept in stock. An overflow
response plan was available.
Compliance Status: Compliant
d. 15A NCAC 02T .0403(a)(4): Requires that the permittee or its representative
inspect pump stations that are not connected to a telemetry system (i.e., remote
alarm system) every day (i.e., 365 days per year) and pump stations that are
connected to a telemetry system at least once per week.
Observations: The pump station inspection logs indicate that the pump stations
are visited as required.
Compliance Status: Compliant
e. 15A NCAC 02T .0403(a)(5): Requires that the permittee or its representative
inspect high -priority sewers (HPS - as defined in 15A NCAC 02T .0402(2)) at least
once every six months and document the inspections.
Observations: All lines are checked and documented.
Compliance Status: Compliant
f. 15A NCAC 02T .0403(a)(6): Requires that the permittee or its representative
conduct a general observation of the entire wastewater collection system at least
once per year and document same.
g.
Compliance Status: Compliant.
15A NCAC 02T .0403(a)(7): Requires that overflows and bypasses from the
system be reported to the Division's Mooresville Regional Office in accordance

with 15A NCAC 02B .0506(a), and that public notice must be provided as required
by G.S. 143-215.1C.
Observations: SSO's have been reported with this system during this review
period. The NC regulations and statutes, which cover the reporting requirements
for SSOs, are found in NC Administrative Code 15A NCAC 02B .0506(a) and NC
General Statute 143-215.1C, respectively. You may access the NC regulations
online at the NC Office of Administrative Hearings (OAH) website at:
http://www.oah.state.nc.us/rules/ and the NC General Statutes online at the NC
General Assembly's website at:
http://www.ncga.state.nc.us/gascripts/Statutes/StatutesTOC.pl. You may wish to
- review them to ensure you are fully familiar with all requirements.
When reporting SSOs to DWQ, you must call the Mooresville Regional Office
(MRO) at 704-663-1699 during normal business hours. If outside normal business
hours, you must report the spill to the NC Division of Emergency Management at
1-800-858-0368. Please note that all reportable SSOs must be reported within 24
hours of the occurrence, or first knowledge, of the SSO. Please also note that voice.
mail or faxed messages are not considered as the initial verbal report. You must
talk to and report the spill to a live person.
Compliance Status: Compliant
h. 15A NCAC 02T .0403(a)(8)_: Requires that a grease control program be developed
and implemented as follows:
1. For publicly owned collection systems, the Grease Control Program shall
include at least bi-annual distribution of grease education materials to users
and the. legal means to require grease interceptors. The Program shall also
include legal means for inspections, enforcement, and legal means to
control grease entering the system from other public and private satellite
sewer systems.
2. Grease education materials shall be distributed more often than required
above if necessary to prevent grease -related sanitary sewer overflows.
Observations: Educational materials are mailed out to all customers. In addition,
the same information is provided in the Annual Report and at festivals, fair events,
school tours and is available upon request and is available and on line.
Compliance Status: Compliant.
i. 15A NCAC 02T .0403(a)(9): Requires that right-of-ways (ROW) and easements
be maintained to allow for personnel and equipment accessibility.

J.
Observations: Records were reviewed documenting that the right-of-ways were
mowed, inspected and maintained to provide accessibility.
Compliance Status: Compliant.
15A NCAC 02T .0403(a)(10): Requires that documentation be kept for all
activities you undertake to comply with the requirements of 15A NCAC 02T .0403,
subparagraphs (a)(1) through (a)(9), for a minimum of three years, with the
exception of the map, which shall be maintained for the life of the system.
Observations: Records were reviewed for right of way mowing, high -priority line
inspections,and observation of the entire system.
Compliance Status: Compliant
The inspection report should be self-explanatory; however, if you have any questions
regarding the inspection report or this letter please contact Tony Parker at 704-663-1699
or tony.parker a,ncdenr.aov.
Attachments:
BIMS Inspection Report
CC: MRO
Central Files
PERCS Unit (e-copy)
Sincerely,
[DocuSigned by:
1_1+.d4,w 11 P44.t
F161 FB68A2D64A3...
for
W. Corey Basinger, Regional Supervisor
Mooresville Regional Office
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ

Permit: WQCS00054
SOC:
County: Union
Region: Mooresville
Contact Person: Bart Farmer
Directions to Facility:
Compliance Inspection Report
Effective: 07/01/15
Effective:
Expiration:
Expiration:
Title:
06/30/23 Owner : Union County
Facility: Union County Collection System
PO Box 987
System Classifications: CS3,
Primary ORC: Gregory Wayne Morgan Certification: 989865
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
NC0024970
NC0024333
NC0085812
NC0069523
NC0085359
NC0069841
Charlotte Water - McAlpine Creek WWTP
City of Monroe - Monroe WWTP
Union County - Grassy Branch WWTP
Union County - Tallwood Estates WWTP
Union County - Twelve Mile Creek WWTP
Union County - Crooked Creek WWTP #2
Inspection Date: 10/21/2019 Entry Time: 10:15AM
Primary Inspector: Tony Parker
Secondary Inspector(s):
Reason for Inspection: Routine
Exit Time: 03:30PM
Phone: [phone]
Phone: [phone]
Phone: [phone]
Inspection Type: Collection System Inspect Non Sampling
Permit Inspection Type: Collection system management and operation
Facility Status: El Compliant ❑ Not Compliant
Question Areas:
▪ Miscellaneous Questions
II Capital Improvement Plan
▪ Inspections '
El Lines
(See attachment summary)
▪ General
MI Map
▪ Spill Response Plan
II Manholes
▪ Sewer & FOG Ordinances
111 Reporting Requirements
1.1 Spills
▪ Pump Stations
Page 1 of 7

Permit: WQCS00054
Inspection Date: 10/21/2019
Owner - Facility: Union County
Inspection Type : Collection System Inspect Non Sampling
Reason for Visit: Routine
Inspection Summary:
Page 2of7

Owner- Facility: Union County
Permit: WQCS00054
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Inspection Type : Collection System Inspect Non Sampling
Inspection Date: 10/21/2019
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Does plan indicate if pump parts/new pumps are in spare parts/equipment inventory?
Are new/significantly upgraded pump stations equipped with anti -corrosion materials?
Does the permittee have a copy of their permit?
# Is permit expiring within the next 6 months?
If Yes, has the Permittee applied for renewal?
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Is Sewer Use Ordinance (SUO) or other Legal Authority available?
Does it appear that the Sewer Use Ordinance is enforced?
Is there a Grease Control Program that legally requires grease control devices?
What is the standard grease trap cleaning requirement in the FOG ordinance?
Is Grease Control Program enforced via periodic inspections/records review?
Is action taken against violators?
# Have satellite systems adopted an equivalent or more stringent ordinance?
Is grease/sewer education program documented with req'd customer distribution?
# Are other types of education tools used like websites, booths, special meetings, etc?
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rovement Plan
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Owner - Facility: Union County
WQCS00054
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Inspection Type : Collection System Inspect Non Sampling
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Does the map include:
Pipe Type (GS/FM)
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Flow direction
Approximate pipe age
Pump station ID, location and capacity
Force main air release valve location & type
Location of satellite connections
Is the map being updated for changes/additions within 1 year of activation?
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If applicable, is there documentation of press releases and public notices issued?
Is an Annual Wastewater Performance Report being filed with the Division, if required?
Is the report being made available to all its sewer customers?
# How is it being made available?
and documen
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Are adequate maintenance records maintained?
Are pump stations being inspected at the required frequency?
# Is at least one complete functionality test conducted weekly per pump station?
Is there a system or plan in place to observe the entire system annually?
Is the annual inspection documented?
# Does the system have any high -priority lines/locations?
Are inspections of HPL documented at least every 6 months?
Are new lines being added to the HPL list when found or created?
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Spill Response Action Plan
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Is a Spill Response Action Plan available?
Is a Spill Response Action Plan available for all personnel?

Permit: WQCS00054 Owner - Facility: Union County
Inspection Date: 10/21/2019 Inspection Type : Collection System Inspect Non Sampling
Reason for Visit: Routine
Does the plan include:
24-hour contact numbers
Response time
Equipment list and spare parts inventory
Access to cleaning equipment
Access to construction crews, contractors, and/or engineers
Source of emergency funds
Site sanitation and cleanup materials
Post-overflow/spill assessment
Does the Permittee appear to respond within 2 hours of first knowledge of a spill?
Comment:
Spills
Is system free of known points of bypass?
If No, describe type of bypass and location
Are all spills or sewer related issues/complaints documented?
# Are there repeated overflows/problems (2 or more in 12 months) at same location?
# If Yes, is there a corrective action plan?
Comment: The County has a $250,000 on -going construction project to eliminate this trouble spot.
Lines/Right-of-Ways/Aerial Lines
Please list the Lines/Right of Ways/Aerial Lines Inspected:
Helmsville Outfall, Hunley Creek Outfall and Shanamra Dr.Outfall. All were mowed except for the Shanamra
Dr Outfall. The only ouffall issue was a manhole at 4604 Shanamra Dr. The m/h frame and cover needs to be
reset, sealed and secured to the cone of the manhole.
Are right-of-ways/easements maintained for full width for access by staff/equipment?
If No, give details on temporary access:
Is maintenance documented?
Are gravity sewer cleaning records available?
Has at least 10% of lines older than 5 yrs been cleaned annually?
Were all areas/lines inspected free of issues?
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Comment: The County had cleaned 110 miles of line for 2018/2019 which is far beyond the minimum 10%
cleaning requirement.
Manholes
Please list the Manholes Inspected:
Numerous manholes were inspected. Several issues were noted as follows: The manhole at the Hunley
Creek P/S with the 15" line had a small leak near the chimmney section of the manhole. The m/h at the
cul-de-sac to the Stevens Mill P/S needs the street ring replaced. The m/h at 4604 Shanamra Dr. needs to be
reset as previously mentioned.
Are manholes accessible?
Yes No NA NE
▪ ❑ ❑ ❑
Page 5 of 7

Permit: WQCS00054 Owner - Facility: Union County
Inspection Date: 10/21/2019 Inspection Type : Collection System Inspect Non Sampling
Reason for Visit: Routine
# Are manhole covers/vents above grade?
Are manholes free of visible signs of overflow?
Are manholes free of sinkholes and depressions?
Are manhole covers present?
# Are manholes properly seated?
# Are manholes in good condition?
# Are inverts in good condition?
Is flow unrestricted in manholes?
Are manholes free of excessive amounts of grease?
Are manholes free of excessive roots?
Are manholes free of excessive sand?
Are manhole vents screened?
Are vents free of submergence?
Are manholes free of bypass structures or pipes?
Comment: All issues previously noted.
Pump Stations
Please list the Pump Stations Inspected:
Helmsville P/S, Hunley Creek P/S, Stevens Mill P/S and Poplin Rd. P/S. Issues noted as follows: Some
grease noted in in wet well and one vault needs to be pumped out. The Stevens Mill P/S needs to have all the
gease removed from the wet well.
# Number of duplex or larger pump stations in system 67
# Number of vacuum stations in system
# Number of simplex pump stations in system 0
# Number of simplex pump stations in system serving more than one building 0
How many pump/vacuum stations have:
# A two-way "auto polling" communication system (SCADA) installed? 60
# A simple one-way telemetry/communication system (auto -dialer) installed? 7
For pump stations inspected:
Are they secure with restricted access? MOOD
Were they free of by-pass structures/pipes? � ❑ ❑ ❑
Were wet wells free of excessive grease/debris? ❑ MI ❑ ❑
# Do they all have telemetry installed? ❑ • ❑ ❑
Is the communication system functional? ❑ ❑ ❑
Is a 24-hour notification sign posted ? • ❑ ❑ ❑
Does the sign include:
Owner Name? ❑ ❑. ❑
Pump station identifier? ❑ ❑ ❑
• ❑ ❑ ❑
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Yes No NA NE
Page 6 of 7

Permit: WQCS00054 Owner - Facility: Union County
Inspection Date: 10/21/2019 Inspection Type : Collection System Inspect Non Sampling
Reason for Visit: Routine
# Address?
Instructions for notification?
24-hour emergency contact numbers?
Are audio and visual alarms present?
Are audio and visual alarms operable?
# Is there a backup generator or bypass pump connected?
If tested during inspection, did it function properly?
Is the back-up system tested at least bi-annually under normal operating conditions?
# Does it have a dedicated connection for a portable generator?
# Is the owner relying on portable units in the event of a power outage?
# If Yes, is there a distribution plan?
If Yes, what resources (Units/StaffNehicles/etc) are included in Plan?
Most P/S's have dedicated generators and some rely on portable units of which the County has a fleet of
generators. All are inspected, tested and maintained.
# Does Permittee have the approved percentage of replacement simplex pumps?
Is recordkeeping of pump station inspection and maintenance program adequate?
Do pump station logs include at a minimum:
Inside and outside cleaning and debris removal?
Inspecting and exercising all valves?
Inspecting and lubricating pumps and other equipment?
Inspecting alarms, telemetry and auxiliary equipment?
Comment: All exceptions previously noted.
■ ❑❑❑
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Page 7 of 7

G(),' 50 0 OCL/- 6,3
Permit:IMMO
Owner - Faci
Inspection Date: 08/06/2019 Inspection Type Collection System Inspect Non Stripling Reason for Visit: Routine
l
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(OA' M-evrr /*C!"' 5 -°#.
General
Is there a properly designated primary ORC and at least one back-up of proper grade?
Are logs being reviewed by the system management or owner on a regular basis?
# What is that frequency'? W k 1 ` M a 4-/"1)
# Are there any issues being addressed currently or any in the planning stages?
Is there a specific pump failure plan available for all pump stations?
Does plan indicate if pump parts/new pumps are in spare parts/equipment inventory?
Are new/significantly upgraded pump stations equipped with anti -corrosion materials?
Does the permittee have a copy of their permit?
# Is permit expiring within the next 6 months?
i
If Yes, has the Permittee applied for renewal?
Comment: Pavi't' Z4(49S /3 of 23
Sewer and FOG Ordinances
Is Sewer Use Ordinance (SUO) or other Legal Authority available?
Does it appear that the Sewer Use Ordinance is enforced?
Is there a Grease Control Program that legally requires grease control devices?
What is the standard grease trap cleaning requirement in the FOG ordinance? f '(14) VA' `ry`c- 3 ' - /M en", s ('
Is Grease Control Program enforced via periodic inspections/records review? '11(,-/
Is action taken against violators? `'Z-
# Have satellite systems adopted an equivalent or more stringent ordinance?
Is grease/sewer education program documented with req'd customer distribution? 1 ex, `41.44 o e444-/,.y Pes/k,y I"❑ ❑ ❑
# Are other types of education tools used like websites, booths, special meetings, etc? U
If Yes, what are they? (This can reduce mailing to annual.)
Comment:
Capital Improvement Plan
Has a Capital (CIP) or System Improvement Plan been developed and adopted?
Is it designated for wastewater only or does it have a dedicated section?
Does CIP cover three to five year period of earmarked improvements?
Does CIP include description of project area?
Does CIP include description of existing facilities?
Does CIP include known deficiencies?
Does CIP include forecasted future needs?
Comment:
Yes No NA NE
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--Page 3 of7

Permit
Owner - Facili
Inspection Date: 06/06/2019 Inspection Type Collection System Inspect Non Sampling
Omar
Reason for Visit: Routine
Is there a overall sewer system map?
Does the map include:
Pipe Type (GS/FM)
Pipe sizes
Pipe materials (PVC, DIP, etc)
Pipe location
Flow. direction
Approximate pipe age
Pump station ID, location and capacity
# Force main air release valve location & type
# Location of satellite connections
Is the map being updated for changes/additions withinl year of. activation?
Comment:
Reporting Requirements
# Have there been any sewer spills in the past 3 years?
If Yes, were they reported to the Division if meeting the reportable criteria?
If applicable, is there documentation of press releases and public notices issued?
Is an Annual Wastewater Performance Report being filed with the Division, if required?
Is the report being made available to all its sewer customers?
J# How is it being made available?
Comment:
Inspections ^� f
Are adequate maintenance records maintained? �/t,� 5-6+ ! ru`'k),
tA) lei y e s 7lwk
Are pump stations being inspected at the required frequency?
# Is at least one complete functionality test conducted weekly per pump station?
Is there a system or plan in place to observe the entire system annually?
Is the annual inspection documented?
# Does the system have any high -priority lines/locations?
Are inspections of HPL documented at least every 6 months?`)7
Are new lines being added to the HPL list when found or created?
Comment:
Spill Response Action Plan
Is a Spill Response Action Plan available?
Is a Spill Response Action Plan available for all personnel?
Does the plan include:
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Page of 7

Permit: IOW
Inspection Date: 08/06/2019 Inspection Type : Collection System Inspect Non Sampling Reason for Visit: Routine
. Owner - Facif•
MUM
24-hour contact numbers
Response time
Equipment list and spare parts inventory
Access to cleaning equipment -
Access to construction crews, contractors, and/or engineers
Source of emergency funds
Site sanitation and cleanup materials
Post-overflow/spill assessment
Does the Permittee appear to respond within 2 hours of first knowledge of a spill?
Comment:
Spills
Is system free of known points of bypass?
If No, describe type of bypass and location
N/A'
Are all spills or sewer related issues/complaints documented?
# Are there repeated overflows/problems (2 or more in 12 months) at same location?
# If Yes, is there a corrective action. plan? C /17-aY
Comment: S So k
Lines/Right-of-Ways/Aerial Lines
Please list the Lines/Right of Ways/Aerial Lines Inspected:
Are right-of-ways/easements maintained for full width for access by staff/equipment?
If No, give details on temporary access:
Is maintenance documented?
Are gravity sewer cleaning records available?
Has at least 10% of lines older than 5 yrs been cleaned annually?
Were all areas/lines inspected free of issues?
Comment:
Manholes
Please list the Manholes Inspected:
Are manholes accessible?
# Are manhole covers/vents above grade?
Are manholes free of visible signs of overflow?
Are manholes free of sinkholes and depressions?
Are manhole covers present?
# Are manholes properly seated?
# Are manholes in good condition?
121t1 ❑ ❑
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DODO
DODO
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DODO
---.__Page 5-of - --

Permit
Owner - Facile
Inspection Date: 08/06/2019 Inspection Type : Collection System Inspect Non Sampling
11111111111
Reason for Visits Routine
# Are inverts in good condition?
Is flow unrestricted in manholes?
Are manholes free of excessive amounts of grease?
Are manholes free of excessive roots?
Are manholes free of excessive sand?
Are manhole vents screened?
Are vents free of submergence?
Are manholes free of bypass structures or pipes?
Comment:
Pump Stations
Please list the Pump Stations Inspected:
# Number of duplex or larger pump stations in.system
# Number of vacuum stations in system
# Number of simplex pump stations in system
# Number of simplex pump stations in system serving more than one building
How many pump/vacuum stations have:
# A two-way "auto polling" communication system (SCADA) installed?
# A simple one-way telemetry/communication system (auto -dialer) installed?
For pump stations inspected:
Are they secure with restricted access? 7(
Were they free of by-pass structures/pipes?
Were wet wells free of excessive grease/debris? l/�J
# . Do they all have telemetry installed?
Is the communication system functional?
Is a 24-hour notification sign posted ?
Does the sign include:
Owner Name?
eiryt 5c,
Pump stationidentifier?
# Address?
Instructions for notification?
24-hour ernergency contact numbers?
Are audio and visual alarms present?
Are audio and visual alarms operable?
# Is there a backup generator or bypass pump connected?
If tested during inspection, did it function properly?
Is the back-up system tested at least bi-annually under normal operating conditions?
DODO
DODO
DODO
DODO
DODO
DODO
• ❑ ❑ ❑
❑ ❑ ❑ ❑
Yes No NA NE
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Page 6 of 7

•
•
Permi
• Owner - Facif
Inspection Date: 08/06/2019 Inspection Type : Collection System Inspect Non Sampling
Reason for Visit Routine
# Does it have a dedicated connection for a portable generator?
# Is the owner relying on portable units in the event of a power outage?
# If Yes, is there a distribution plan?
If Yes, what resources (Units/StaffNehicles/etc) are included in Plan?
# Does Permittee havethe approved percentage of replacement simplex pumps?
Is recordkeeping of pump station inspection and maintenance program adequate? -
Do pump station logs include at a minimum:
Inside and outside cleaning and debris removal?
Inspecting and exercising all valves?
Inspecting and lubricating pumps and other equipment?
Inspecting alarms, telemetry and auxiliary equipment?
Comment:
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
❑ ❑❑❑
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
DODO
Page-7-of 7 —

. . . .
- • _
Pump Station Inspection Checklist
• .
Name: •
Address: # Pups -
2
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• Workhg ---
1
2
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. ' • .
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Wet Well Floats:
.
.
Debris:
1---
- -
Working High Wate. Float . . .
•
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SCADA: . • , .
.
.
Audio/Visual: .. • '
Isalarm system tested, How often: • t/'- t'l y
Inspection Logs:
.
Emergency Power: •
Type: Portable Onsite Fuel -
AcheduleNender -
Duick Connect:. -
resting Schedule: PI—v4letl
. Lrer,—k..s- -- 6;4-4 ., 6, co3---6-&-(1-
3ackflow:
Aj
.
)verflow Pioina: •
3ypass Pumping:
nspection Schedule:
;omments/ Observations:
c'1111
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PumpStation Ins eettion Checklist
Name:
W.eather. .
Signage:
Address:
WO. 511fil
.3r`
# Pumps -
1
Workhg
1
Run The -
YES
NO
•
. •
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.
Secure: •
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. ,
Debris: • i N-ur,
Working High Water Float . . .
/
.
ry: • . .••
Telemet.
SCADA: • ' • - • •
l..v'
•
Audio/Visual: .. -
17
Is alarm system tested, How often: iA). .
t.
Inspection Logs:
. . .- ..
Emergency Power: • •
Type: Portable Onsite Fuel:PI t' , ScheduleNendei'
Duick Connect: - . , .
-
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C •Se,i,,,,:, nut:,,r-
resting SCnedule: ni tin. 4 I
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y
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nspection Schedule:
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p- . widd. -f b r
omments/ Observations:
= • 1, -
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Pump Station Inspection Checklist
Name:
Address:
# Pops -
1
Working
Run Tine -
YES
Weather .
Signage:
NO
. . .
• Housekeeping: •
_
.
•Secure:
Wet Well Floats: •
,..-----
Debris:. • .
tzLfr
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Working High Water Float •.
Telemetry: • . . .
--
—.,
SCADA: • ' :
lY
. •
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.'
Is alarm system tested, How often:
Inspection Logs:
Emergency Power. • .
sk
Type: Portable Onsite Fuel - p; v-. ScheduleNendet -
Duick Con - .
resting Sciiedule: — (, .4A—
i
14
f C
. 1 y i y 6 ?2-- j •
3ackflow:
•
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3yPass Pumping: • /
• , 2
nspection Schedule:
;omments/ Observations:

i . .
. • . .
Pump Staticz-Inspetion Checklist
. • -
Name: .
Address:
#Purrps -
1
2
.
•
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' • - •
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(.7 , .
. .
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. .
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.
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nspection Schedule:
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L/s
a

FRAZIER
ENGINEERING P.A.
UNION COUNTY
TWELVE MILE CREEK BASIN
FLOW MONITORING REPORT
May 13, 2019
6592 Bob White Trail Stanley, NC 2816 J Office: 704.822.8444 I Fax: [phone]
www.Frazier-Engineering.com

UNION COUNTY
TWELVE MILE CREEK BASIN
FLOW MONITORING REPORT
MAY 13, 2019
In accordance with an agreement between Union County and Frazier Engineering,
wastewater flow was monitored at six sites in the Twelve Mile Creek basin. The purpose of
the flow monitoring was to determine pipe capacities, average daily flows, and wet -weather
flows so target areas could be identified for system investigations and improvements. This
report summarizes the flow monitoring results.
Meter Location
Figure 1 shows the locations of flow meters within Union County's collection system.
Details about the meter locations are provided in Table 1.
Table 1. Location Details
Site
Manhole
Pipe
Vicinity
Installed
Removed
1
7993
24" PVC
Phister Farm
January 16, 2019
April 22, 2019
2
1964
42" RCP
Phister Farm
January 16, 2019
April 22, 2019
3
8245
42" RCP
Kensington Drive
January 16, 2019
April 22, 2019
4
8226
42" DIP
Gallberry Lane
January 14, 2019
April 22, 2019
5
8226
12" PVC
Gallberry Lane
January 14, 2019
April 22, 2019
6
3094
15" PVC
Camden Drive
January 14, 2019
April 22, 2019
Flow Meter Information
The temporary meters installed and maintained by Frazier Engineering were Hach FL900
series meters with submerged area -velocity sensors. These meters measure average velocity
using twin piezoelectric crystals utilizing ultrasonic one -MHz Doppler technology. Multiple
measurements are taken by bouncing the Doppler signal off any and all particulates found
throughout the flow stream and then averaged. Flow depth is measured using a pressure
transducer.
Flow Meter Installation, Calibration, and Maintenance
At all of the metered locations, the sensors were installed at the 6 o'clock position of the
incoming sewers of the manholes shown in Figure 1. Each meter was calibrated at
installation by adjusting the depth of flow recorded by the meter to match a manual depth
measurement. The velocity recorded by the meter was also verified by comparing recorded
values with a hand held velocity meter. Each meter was set up to record depth and velocity
at 15-minute intervals. The meters were visited as needed to perform any necessary
maintenance (such as scrubbing sensors to remove debris), and to calibrate the meter per the
methodology outlined above. Online data was monitored to determine potential
maintenance needs. At the time of installation, the field crew noted that Site 1 and Site 2

had evidence of prior surcharges. At Site 3, the AV module began to fail around April 11 --
limiting the available data at the end of the study period. No other notable items were
identified.
Site>2
IVi H=964 .- 42!•
Figure 1. Flow Meter Locations
2

Average Daily Dry -Weather Flow During Monitoring Period
Typical, average daily flows provide valuable information on the current sewer system use
and operation. Average daily flows facilitate capacity analyses and decisions on whether the
sewers can handle additional flow. In addition, average dry -weather flows are critical for
proper analyses of wet -weather flow data. The average dry -weather flows are directly
compared with flows during rain events, and the difference between the flows is the volume
of infiltration/inflow (I/I) entering the system.
To develop the average dry -weather flows, Frazier Engineering reviewed flows during each
day of the monitoring period at each meter. Days that appeared to be typical throughout the
period were averaged to obtain the average daily flow. Days with apparent atypical flows
(such as flows that appear to be affected by silt/debris over the sensor or by rain events)
were excluded from the analyses. If present, daily ground water infiltration into the sewers
is included in the average daily flows presented in this report.
Table 2 includes the estimated current sewer capacity at the meter site. The metered flows
and flow depths were used to estimate the current capacity of the sewer. Metered depths
were plotted against metered flows. Theoretical capacity curves for that particular diameter
pipe were then placed on the metered depths and flows until a best fit was achieved for a
specific capacity. Note that the current sewer capacity may be affected by older sewer pipe
(higher friction factor), increased silt and debris in the sewer, or obstructions in the sewer.
The estimated capacities shown are at the meter site only and do not reflect conditions or
capacities above or below the meter site.
As an example, Figure 2 shows the sewer capacity analysis for Site 2. This methodology of
estimating capacity is independent of pipe slope. Additional analyses using the original
design slope would be necessary to determine how the estimated capacity presented herein
compares to the design capacity.
3

180
160
140
120
715
100
80
60
40
20
0
♦4.
♦♦$♦'
• v♦ ♦
♦
♦ 1� •
s
♦
;s f; to
i
�s••
♦ • ♦♦
-, --I
y'
Estimated Capacity: 22.68 mgd
0
5
10
Flow (mgd)
15
20
• Actual Flow Data ■ Current Capacity Curve
25
Figure 2. Sewer Capacity Analysis - Site 2
Table 2 summarizes the average flow and depth during the monitoring period. The average
daily flow as a percentage of the estimated pipe capacity and the average flow depth as a
percentage of the pipe diameter are also shown. Figure 3 shows a flow schematic with the
average flows.
Table 2. Average Dry -Weather Flow Monitoring Summary
Site
Estimated
Capacity
(mgd)
Pipe
Diameter
(in)
Average Flow
Average Depth
mgd
%
Estimated
Capacity
inches
% Pipe
Diameter
1
4.32
24
0.110
3%
2.45
10%
2
22.68
42
5.187
23%
14.47
34%
3
22.68
42
0.661
3%
5.34
13%
4
17.28
42
0.375
2%
3.69
9%
5
2.92
12
0.228
8%
2.65
22%
6
5.62
15
0.211
4%
2.39
16%
4

Culvert Branch
3j00a0 a1UAI DApAki
7 5.187 mgd 1, 0.110 mgd
Figure 3. Flow Schematic
Wet -Weather Flow During Monitoring Period
The peak wet -weather flows during a rain event are considered to be caused by inflow.
Inflow is generally defined as water other than wastewater that directly enters the sewer
system through storm/sewer cross connections, vented manhole covers, roof leader
connections to the sewers, service line connections and missing cleanout caps, and other
such direct sources. Inflow produces the rapid flow increase after rains begin and the
associated high peak flows. Peak I/I flows are typically the main cause of sewer system
surcharging and overflows during wet weather.
Infiltration is generally defined as water other than wastewater that seeps through the ground
and into the sanitary sewers through defects (such as broken pipes, defective pipe joints,
service connections and manhole walls). Infiltration is usually slower to enter the sewer and
may remain evident in the sewer system for more than a day after a rain event ends.
Infiltration generally leads to high volumes of I/I but not high peak flows.
Four rain events during the monitoring period were evaluated. Rainfall data was collected
by a tipping bucket rain gauge along S. Providence Road. Rainfall data collected at this
gauge was questionable, so rainfall data was supplemented by data from the permanent
5

gauge in the Six Mile Creek basin of Mecklenburg County. Table 3 summarizes these
events.
Table 3. Rain Events Summary
Date
Total
Rain
(in)
Peak
Intensity
(inlhr)
Peak
Intensity
(in/30 min)
Peak
Intensity
(in/15 min)
Duration
(hrs:min)
January 23-24, 2019
1.06
0.29
0.27
0.23
9:15
February 21-24, 2019
1.96
0.19
0.10
0.05
62:00
March 8-10, 2019
0.87
0.10
0.05
0.03
58:15
April 8-9, 2019
0.53
0.22
0.20
0.18
20:45
Figure 5 graphically represents these rain events in comparison to a 1-year average rainfall
recurrence interval. This recurrence interval is based on historic rainfall data and represents
the probability that a given rainfall event will occur once in any given year. As can be
noted, the evaluated rain events had less than a 1-year recurrence interval, which means that
the events that occurred during the study would likely occur multiple times each year. The
average recurrence interval information was obtained from "Precipitation -Frequency Atlas
of the United States" NOAA Atlas 14, Volume 2, Version 3 for the Monroe, North Carolina
area.
64
60
52
© 48
- 44
40
32
el 28
24
16
C1 12
'_ 8
a
0
0.0
r
•
0.5 1.0 1.5 2.0
Rain (in)
2.5
- 1 Year Recurrence Interval
• January 23-24, 2019 Event
• February 21-24, 2019 Event
• March 8-9, 2019 Event
x April 8-9, 2019 Event
3.0
Figure 3. Rain Events Compared to Rainfall Return Frequency
The total estimated volume of I/I measured at each meter site and other flow monitoring
parameters for the evaluated rain events are summarized in Table 4. Appendix A shows
flows during the rain events versus the typical, dry -weather flows for each site.
6

Table 4. Flow Monitoring Summary - Rain Events
Date
Site
Peak Flow
Peak Depth
UI
Duration
Total I/I
Volume
mgd
% of
Estimated
Capacity
Peaking
Factor
inches
% of
Pipe
Diameter
hrs:min
gallons
January 23-24,
2019
1
0.365
8.4%
3.3
30.27
19:45
38,367
2
10.550
46.5%
2.0
34.48
82.1%
93:15
6,056,098
3
1.219
5.4%
1.8
22.97
54.7%
81:00
388,041
4
0.972
5.6%
2.6
5.37
12.8%
80:45
298,490
5
0.553
19.0%
2.4
3.73
31.1%
16:15
50,681
6
0.526
9.4%
2.5
3.15
21.0%
8:30
22,072
February 21-24,
2019
1
_ 5.331
123.4%
48.7
156.46
or AM
59:00
222,773
2
12.628
55.7%
2.4
155.31
D3i"':
136:45
13,065,738
3
1.719
7.6%
2.6
149.42
158:30
632,061
4
1.317
7.6%
3.5
13.77
32.8%
159:45
1,041,556
5
0.470
16.1%
2.1
3.17
26.4%
80:00
210,591
6
0.945
16.8%
4.5
4.32
28.8%
5:15
51,339
• March 8-9,
2019
1
0.208
4.8%
1.9
9.13
38.0%
71:30
78,477
2
10.338
45.6%
2.0
20.40
48.6%
164:30
9,189,768
3
1.302
5.7%
2.0
7.17
17.1%
164:30
1,132,558
4
0.791
4.6%
2.1
5.17
12.3%
109:45
485,679
5
0.446
15.3%
2.0
3.13
26.1%
59:30
86,304
6
0.548
9.8%
2.6
3.17
21.1%
3:00
11,449
April 8 9, 2019
1
0.568
13.1%
5.2
39.22
f(:4
62:15
85,441
2
10.139
44.7%
2.0
42.89
kJ'• .
70:15
5,184,356
3
1.250
5.5%
1.9
31.89
75.9%
38:00
185,968
4
0.761
4.4%
2.0
5.33
12.7%
29:45
172,350
5
0.475
16.3%
2.1
3.32
27.7%
36:45
72,686
6
0.478
8.5%
2.3
2.99
19.9%
12:30
29,558
Summary
Average Dry -Weather Flows
About 87% of the average dry weather flow metered in the Twelve Mile Creek basin was
conveyed through the 42-inch interceptor along the.East Fork of Twelve Mile Creek (Site 2).
All sites have adequate capacity for the existing dry -weather flow, but Site 2 has the least
remaining capacity. The peak of the dry weather diurnal curve at Site 2 was between 15 and
16 inches. With dry weather flow utilizing about 40% of the pipe, the 42" interceptor at Site
2 could convey a wet weather peaking factor of 2.5.
Wet -Weather Flows
Sites 1, 2, and 3 surcharged multiple times during the study period. The peak level occurred
in response to the evaluated event in late February. At least six surcharges occurred at Site
1. High peaks at Site 1 were accompanied by velocity readings that dropped to nearly zero,
7

which indicates that the flow was rising because it was not able to continue moving
downstream (free flow conditions no longer existed). At Site 2, level readings that peaked
above about 22 inches were accompanied by drops in the velocity readings. This pattern
indicates that flow was restricted downstream of Site 2 as well. Five surcharges occurred at
Site 2. Three surcharges occurred at Site 3. Flow from the 42" interceptor along the West
Fork of Twelve Mile Creek and flow from the 24" interceptor along Blythe Creek converge
with the 42" interceptor along the East Fork of Twelve Mile Creek at the same manhole --
one manhole downstream of Site 2.
Between 88% and 95% of the estimated I/I volume in the study basin could be attributed to
the area upstream of Site 2. Very little U1 was observed upstream of Site 6 (the Culvert
Branch interceptor) or Site 5 (the interceptor along Tributary 1 of the West Fork of Twelve
Mile Creek).
Recommendation
Additional flow monitoring should be performed upstream of Site 2 to further delineate
areas with significant I/I. Based on the large average daily flow at Site 2 of 5.187 mgd,
there is significant upstream sewer footage. An area this large should be evaluated based on
additional flow monitoring to break it up into areas of high, medium, and low concern from
an I/I standpoint.
A reduction of I/I is recommended for the areas tributary to Sites 3 and 4. I/I identification
should include manhole inspections, smoke testing, and selective television inspection.
Rehabilitation based on these findings should then be performed. After rehabilitation is
complete, post -rehabilitation flow monitoring should be performed to confirm the
effectiveness of the I/I reduction activities and to determine if additional measures are
required.
The areas upstream of Sites 5 and 6 do not appear to be contributing significant VI. These
areas are not recommended for additional flow monitoring or I/I source investigation at this
time. It should be noted that larger and/or more intense rain events than occurred during the
flow monitoring period may cause larger I/I reactions.
Further evaluation is recommended to determine the cause of significant surcharging during
"typical" rain events near where Sites 1, 2, and 3 converge. Additional flow monitoring
downstream of this area may be necessary and/or field investigations during rain events to
determine the hydraulic restrictions.
8

Greg Morgan
From: John Shutak
Sent: Friday, August 23, 2019 2:37 PM
To: Greg Morgan; Josh Brooks; Andy Neff; Bart Farmer
Cc: Matt Hargett
Subject: RE: 12 Mile Final Report
Greg,
After reviewing the report I offer the following:
• Concur with Fraziers recommendation to investigate the collection system downstream of the confluence of the
42-inch and 24-inch Blythe Creek interceptors as we need to determine if there is a restriction in the conveyance
system or at the influent pump station at 12-Mile.
• I would recommend that additional flow monitoring in the area upstream of site 2 (MH 1964) exclude the East
Fork interceptor downstream of the receiving MH for the Poplin Road pump station. Areas upstream of the
discharge manhole or tributary lines off the main east fork interceptor could be investigated. My concern is the
peak 3.75MGD from Poplin skewing the results. Maybe start with the Brookhaven service area?
• Upstream of sites 3 and 4, I would recommend we investigate the manholes on the interceptor first as the
tributary sewers in the adjacent subdivisions are relatively new and are not likely to have significant defects.
Let me know if you have any questions.
Thanks!
John Shutak. P.E.
CIP Program Manager
T 704.283.3651
M 704.993.0365
www.unioncountync.gov
From: Greg Morgan
Sent: Monday, July 15, 2019 2:09 PM
To: John Shutak <[e-mail]>; Josh Brooks <[e-mail]>; Andy Neff
<[e-mail]>; Bart Farmer <[e-mail]>
Cc: Matt Hargett <[e-mail]>
Subject: 12 Mile Final Report
See attached final from Frazier on 12 Mile flow study.
Greg Morgan
Utility Field Services Superintendent/ORC
Union County Government
Public Works
500 N.Main Street
1

Suite #500
Monroe, NC 28112
T 704.289.3288
gregmorganunioncountync.gov
www.unioncountync.gov
2

FRAZIER
ENGINEERING P.A.
UNION COUNTY
WAXHAW AREA
FLOW MONITORING REPORT
FEBRUARY 8, 2017
6592 Bob White Trail Stanley, NC 2816 I Office: 704.822.8444 I Fax: [phone]
www.Frazier-Engineering.com

UNION COUNTY
WAXI3AW AREA
FLOW MONITORING REPORT
FEBRUARY 8, 2017
Per Union County's request, Frazier Engineering, P.A. monitored flow at four sites in Union
County's wastewater collection system. The purpose of the flow monitoring was to
determine capacity, average daily flow, and wet -weather flows. This report summarizes the
flow monitoring work and sewer system capacity analyses.
Introduction
Four flow meters were installed within Union County's wastewater collection system. One
rain gauge was also installed at the 12-Mile Wastewater Treatment Plant (WWTP). Table 1
summarizes the location of the flow meters and dates deployed. Figure 1 shows the meter
locations.
Table 1. Flow Meter Location and General Information
Site
Diameter
(inches)
Manhole Number
Date
Installed
Date
Removed
1
12
MH-2099
10/20/16
1/24/17
2
8
MH-1838
10/20/16
1/24/17
3
10
ME-11059
10/20/16
1/24/17
4
12
MH-12482
10/20/16
1/24/17
Flow Meter Information
The temporary meters installed and maintained by Frazier Engineering were American
Sigma Model 910 meters with submerged area -velocity sensors. The Sigma 910 meter
measures average velocity using twin piezoelectric crystals utilizing ultrasonic one -MHz
Doppler technology. Multiple measurements are taken by bouncing the Doppler signal off
of any and all particulates found throughout the flow stream and then averaged. Flow depth
is measured using a pressure transducer.
Flow Meter Installation, Calibration, and Maintenance
The sensors for these meters were installed at the 6 o'clock position of the incoming sewer
of the manholes shown in Figure 1 and Table 1. The meters were calibrated at installation
by adjusting the depth of flow recorded by the meter to match a manual depth measurement.
The velocity recorded by the meter was also verified by comparing it to a hand held velocity
meter. The meters were set up to record depth and velocity at 15-minute intervals.
1

Gc
Figure 1 Flow Meter Locations
C)
1.0
r
D9
WAXHAW
.400
LEGEND
FUTURE WAXHAW SERVICE AREA
WAXHAW METER 1 AREA
WAXHAW METER 2 AREA
MILLBRIDGE METERS 3 AND 4 AREA
METERING STATIONS
WAXHAW—MARVIN PUMP STATION
2125 PUMP STATION
TWELVE MILE WWTP
2

The meters were visited weekly to download the data, to perform any necessary
maintenance (such as scrubbing sensors to remove debris), and to calibrate the meters per
the methodology outlined above. Data was reviewed on site for overall data quality and any
problems were immediately addressed.
Average Daily Dry -Weather Flow During Monitoring Period
Average daily flows provide valuable information on the current sewer system use and
operation. Average daily flows facilitate capacity analyses and decisions on whether the
sewers can handle additional flow. In addition, average dry -weather flows are critical for
proper analyses of wet -weather flow data. The average dry -weather flows are directly
compared with flows during rain events, and the difference between the flows is the volume
of infiltration/inflow (I/I) entering the system.
To develop the average dry -weather flows, Frazier Engineering reviewed flows during each
day of the monitoring period. Days that appeared to be typical throughout the period were
averaged to obtain the average daily flow. Days with apparent atypical flows (such as flows
that appear to be affected by silt/debris over the sensor or by rain events) were excluded
from the analyses. If present, daily ground water infiltration into the sewers is included in
the average daily flows presented in this report.
Table 2 includes the estimated current sewer capacity at each meter site. The metered flows
and flow depths were used to estimate the current capacity of the sewer. Metered depths
were plotted against metered flows. Theoretical capacity curves for that particular diameter
pipe were then placed on the metered depths and flows until a best fit was achieved for a
specific capacity. Note that the current sewer capacity may be affected by older sewer pipe
(higher friction factor), increased silt and debris in the sewer, or obstructions in the sewer.
The estimated capacity shown is at the meter site only and does not reflect conditions or
capacities above or below the meter site.
Figure 2 shows an example of the sewer capacity, analysis for Site 3. Note that this
methodology of estimating capacity is independent of pipe slope. Additional analyses using
the original design slope would be necessary to determine how the estimated capacities
presented herein compare to design capacities.
3

Figure 2. Sewer Capacity Analysis - Site 3
Flow Depth (in)
12
10
8
6
4
2
0
0
■
IN
■
I A
■
a
A
in
.4111103:4* 11
FI
Estimated Pipe Capacity = 0.76 mgd
Tl �
0.2
0.4
Flow (mgd)
0.6
• Actual Flow Data • Current Capacity Curve
0.8
Table 2 summarizes the average flow during the monitoring period. The average daily flow
as a percentage of the estimated pipe capacity is also shown.
Table 2. Average Dry -Weather Flow Monitoring Summary
Site
Estimated
Capacity
(mgd)
Pipe
Diameter
(in)
Average Flow
Average Depth
mgd
% of Est.
Capacity
in
% of Pipe
Diameter
1
1.08
12
0.308
28.5%
5.42
45.2%
2
0.92
8
0.153
16.6%
2.78
34.7%
3
0.76
10
0.129
17.0%
2.57
25.7%
4
1.62
12
0.079
4.9%
2.19
18.3%
The average dry -weather flow used less than 30% of the estimated capacity at each of the
sites. The average depth used approximately one-third of the pipe diameter or less at Sites
2, 3, and 4. At Site 1, the average depth used almost one-half of the pipe diameter.
Wet -Weather Flow During Monitoring Period
The peak wet -weather flows during a rain event are considered to be caused by inflow.
Inflow is generally defined as water, other than wastewater, that directly enters the sewer
system through storm/sewer cross connections, vented manhole covers, roof leader
connections to the sewers, service line connections and missing cleanout caps, and other
such direct sources. Inflow produces the rapid flow increase during rain events and the
4

associated high peak flows. Peak inflow is typically the main cause of sewer system
surcharging and overflows during wet weather.
Infiltration is generally defined as water other than wastewater that seeps through the ground
and into the sanitary sewers through defects (such as broken pipes, defective pipe joints,
service connections and manhole walls). Infiltration is usually slower to enter the sewer and
may remain evident in the sewer system for more than a day after a rain event ends.
Infiltration generally leads to high volumes of I/I but not high peak flows.
Based on rain data collected by a tipping bucket rain gauge installed for this project, Table 3
summarizes the largest rain event during the monitoring period.
Table 3. Rain Event Summar
Date
Total Rain
(inches)
Peak Intensity
(inches per hour)
Duration
(hours:minutes)
January 22 - 23, 2017
2.44
1.00
8:00
Figure 3 graphically represents this rain event in comparison to 1-year and 2-year average
recurrence interval rainfalls. This rain was greater than a 1-year rainfall event. The average
recurrence interval information was obtained from "Precipitation -Frequency Atlas of the
United States" NOAA Atlas 14, Volume 2, Version 3 for the Union County, North Carolina
area.
Figure 3. Rain Event Compared to 1-Year and 2-Year Return Frequencies
24
7218
a
c
12
ct
s.
A
a
4 6
g
0
0.0
1
2 Year
Year Return
Return
Frequency
Frequ •
cy
s
0.5
1.0
1.5
2.0
2.5
Rain (in)
3.0 3.5
4.0
4.5
5

Table 4 summarizes flow during the evaluated rain events. The total estimated volume of UI
measured at each meter site and other flow monitoring parameters are summarized in Table
4. Appendix A shows flow during the rain event versus the typical, dry -weather flow for
each site.
6

Table 4. Waxhaw Area Flow Monitoring Summary - January 22 - 23, 2017 Rain Event
Date
Rain
(In)
Site
Estimated
Capacity
- (mgd)
Avg.
Flow
(mgd)
Pipe
Diameter
(in)
Peak Flow
Peak Depth
Ill Start
Date and Time
b1 End
Date and Time
Duration
(hrs:min)
Total IA
Volume
at Meter
(gal)
mgd
% of Est.
Capacity
Peaking
Factor'
in
% of Pipe
Diameter
January 22. 2017
2.44
1
1.08
0.308
12
1.033
95.6%
3.4
10.260
85.5%
1/22/17 5:30 PM
1/23/17 10:45 AM
17:15
251,547
2
0.92
0.153
8
0.730
79.5%
4.8
6.930
86.6%
1/22/17 7:15 PM
1/23/1711:45 AM
16:30
222,573
3
0.76
0.129
10
0.471
62.3%
3.7
6.299
63.0%
1/22/17 5:30 PM
1/23/17 10:15 PM
28:45
205.531
4
1.62
0.079
12
0.469
29.0%
5.9
4.783
39.9%
1/22/17 8:15 PM
1/24/17 12:45 AM
28:30
129.510
Notes:
(1) Peaking factor is defined as the peak flow divided by the average daily flow.

Conclusions
Average Dry -Weather Flows
All sites had sufficient pipe capacity for the average daily dry -weather flow. The average
flow used less than 30% of the estimated pipe capacity at all sites. The average depth used
approximately one-third of the pipe diameter or less at Sites 2, 3, and 4. At Site 1, the
average depth used almost one-half of the pipe diameter.
Wet -Weather Flows
The following summarizes the wet -weather reaction during the January 22 - 23, 2017 rain
event at each site:
• Site 1 - The peaking factor (defined as the peak flow divided by the average flow)
was 3.4 during the evaluated rain event. Generally, peaking factors greater than 4.0
to 5.0 are considered excessive so this is below that approximate threshold.
However, the peak flow used nearly all (96%) of the estimated capacity during this
rain event and the peak depth used 85% of the pipe diameter.
• Site 2 - The peaking factor was 4.8 during the evaluated rain event. The peak flow
and peak depth used more than three -fourths of the estimated capacity and pipe
diameter.
• Site 3 - The peaking factor was only 3.7 during the evaluated rain event. The peak
flow and peak depth used just under two-thirds of the estimated capacity and pipe
diameter.
• Site 4 - This site had the highest peaking factor at 5.9 during the evaluated rain
event. However, since the average flow used only 5% of the estimated capacity at
this site, the peaking factor of 5.9 caused the peak flow and peak depth to use less
than 40% of the estimated capacity and pipe diameter during the rain event.
Summary
The rain event that was used to evaluate I/I was a fairly large and intense rain (nearly 2.5
inches in 8 hours) and rains of this size should be expected less than once per year. Taking
the rain event size into account, the peaking factors were generally not excessive. Sites 1
and 3 had small I/I peaking factors. The peaking factors at Sites 2 and 4 were slightly higher
but not excessive for the size of the rain. In addition, there were various other smaller rain
events during the monitoring period and the I/I reactions to these other rain events were
generally minimal.
The most significant concern appears to be the amount of capacity that is being utilized by
the typical average daily flow at Site 1. Relatively small peaking factors (as observed
during the January 22 - 23 rain event) will cause nearly all of the pipe capacity to be utilized.
The flows in this area should be monitored closely to determine if there is sufficient
capacity.
8

FRAZIER
ENGINEERING P.A.
UNION COUNTY
BASINS 5 AND 7
MANHOLE INSPECTIONS AND
SMOKE TESTING REPORT
DECEMBER 22, 2017
6592 Bob White Trail Stanley, NC 2816 I Office: 704.822.8444 I Fax: [phone]
www.Frazier-Engineering.com

UNION COUNTY
Basins 5 and 7 - Manhole Inspections and Smoke Testing
December 22, 2017
Per Union County's request, Frazier Engineering performed manhole inspections and smoke
tested the sewers in Basins 5 and 7 to locate sources of infiltration/inflow (I/I). Figures 1 and 2
show the project area and numbered manholes. This work was performed in November 2017.
Note that there is an estimated I/I contribution listed for each identified defect found through
manhole inspections or smoke testing. This is a very general, average estimate of the I/I
contribution and is not intended to be accurate for each defect, especially the larger and more
severe defects. Additional evaluation would be necessary to more accurately estimate I/I
contribution.
Manhole Inspections
Approximately 420 manholes were inspected in Basins 5 and 7 (eight additional manholes could
not be located and six additional manholes were not able to be accessed). The 420 manholes are
summarized in Table 1 with 29 of the manholes recommended for various types of rehabilitation.
Frazier Engineering completed inspection reports in the field and obtained GPS points of all
manholes. Digital pictures were taken to document all manholes. These pictures are on a flash
drive included with this report. Refer to Table 1 for the rehabilitation called out for each
manhole.
Basin 5 Manhole Inspections
Below is a summary of the identified manhole defects for Basin 5 (note that some manholes may
require more than one type of rehab).
• 261 manholes require no rehab
• 4 manhole defects were associated with the frame and cover
• 7 manhole defects were associated with active leaks inside the manhole
• 7 manholes require locating the manhole and raising it to or above grade
• 6 manholes could not be accessed
• Estimated I/I contribution = 5.00 gallons per minute
Basin 7 Manhole Inspections
Below is a summary of the identified manhole defects for Basin 7 (note that some manholes may
require more than one type of rehab).
• 136 manholes require no rehab
• 9 manhole defects were associated with the frame and cover
• 10 manhole defects were associated with active leaks inside the manhole
1

• 1 manhole required locating the manhole and raising it to or above grade
• Estimated I/I contribution = 6.40 gallons per minute
Manhole Inspection Rehabilitation Recommendations
Refer to Table 1 for rehabilitation recommendations for each manhole. Many of these defects
are adding I/I to the sewer system. However, some of the defects are primarily related to
maintenance issues. For example, the recommended rehabilitation of "Locate Manhole and
Raise to Grade" may not necessarily be contributing I/I but is a maintenance issue that needs
addressed. Table 1 lists the estimated repair cost of each defect. The Basin 5 estimated cost to
repair all of the defects identified in Table 1 is $20,850. The Basin 7 estimated cost to repair all
of the defects identified in Table 1 is $9,700.
Smoke Testing
Approximately 95,203 feet of sewer was smoked tested. Ninety-six defects were located during
smoke testing and are summarized in Table 2.
The Smoke Testing Forms that were completed in the field include sketches of the defect
location and a general description of the defect. The Smoke Testing Form number associated
with each defect is listed in Table 2. These Smoke Testing Forms are included in Appendix A.
The sketches and Table 2 also list the photo numbers associated with the defects identified in that
sketch.
Basin 5 Smoke Testing Defects
Below is a summary of the identified defects.
• 56 defects were associated with service cleanouts
• 7 defects were associated with service laterals
• 4 defects were associated with manholes
• 1 defect was associated with a mainline sewer
• 1 defect was associated with a roof drain
• 1 defect was associated with a storm drain
• Estimated I/I contribution = 22.75 gallons per minute
Basin 7 Smoke Testing Defects
Below is a summary of the identified defects.
• 23 defects were associated with service cleanouts
• 2 defects were associated with service laterals
• 1 defect was associated with a manhole
• Estimated I/I contribution = 6.25 gallons per minute
Smoke Testing Rehabilitation Recommendations
The defects identified from the smoke testing are almost entirely inflow defects. Inflow is
generally defined as water other than wastewater that directly enters the sewer system through
storm/sewer cross connections, vented manhole covers, roof leader connections to the sewers,
service line connections and missing cleanout caps, and other such direct sources. Inflow
produces the rapid flow increase after rains begin and the associated high peak flows. Reduction
2

of inflow will reduce peak flows and sewer system surcharging during rain events. Refer to
Table 2 for recommendations and to Appendix A for the locations of the smoke leak defects.
All smoke leak defects should be repaired. Table 2 lists the estimated repair cost of each defect.
The Basin 5 estimated cost to repair all of the defects identified in Table 2 is $36,140. The Basin
7 estimated cost to repair all of the defects identified in Table 2 is $8,950.
School Campuses
Part of the manhole inspections and smoke testing was performed at school campuses. The
sewer system at the campuses of Porter Ridge Elementary School, Porter Ridge Middle School,
Porter Ridge High School, and Poplin Elementary School was evaluated. This work was
performed while school was not in session over the Thanksgiving break. There were not any
defects identified through manhole inspections or smoke testing at these campuses.
3

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Recommended Rehab - Item 1
NONE
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RESET EXISTING FRAME AND COVER
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SEAL INFILTRATION LEAKS
NONE
INSTALL INFLOW DISH
NONE
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NONE
NONE
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W W
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W W
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RAISE MANHOLE TO 2 FEET ABOVE GRADE
NONE
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RESET EXISTING FRAME AND COVER
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LOCATE MANHOLE AND RAISE TO GRADE
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W W
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Manhole
Basin
Number
Recommended Rehab - Item 1
Recommended Rehab - Item 2
III GPM
Above
Ground
Photo
Internal
Photo
Total I/I
(GPM)
Item I
Cost
Item 2
Cost
Total
Cost
MH-6973
Basin 7
NONE
108-8757
108-8758
0.00
$0
$0
$0
MH-6974
Basin 7
NONE
108-8752
108-8753
0.00
$0
$0
$0
MH-6975
Basin 7
NONE
108-8746
108-8747
0.00
$0
$0
$0
MH-6975A
Basin 7
NONE
108-8744
108-8745
0.00
S0
$0
$0
MH-6976
Basin 7
NONE
123-3129
123-3130
0.00
$0
$0
$0
MH-6977
Basin 7
NONE
123-3127
123-3128
0.00
$0
$0
$0
MH-6978
Basin 7
NONE
123-3125
123-3126
0.00
$0
$0
$0
MH-6979
Basin 7
NONE
108-8748
108-8749
0.00
. $0
$0
$0
MI1E980
Basin 7
NONE
108-8750
108-8751
0.00
$0
$0
$0
Total = 11.40
Basin 5
Total
$20,850
Basin 7
Total
$9,700
Total
$30,550

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0051$
19931V1331A93591tld38
00'T
Iepualad mogul alelapoot'pleilowy pi salo4qu!s °Amw0118upilwa allows
9090-TOT
elwap0W
llolno]AS
p0o9 gaag1l!9S EZOT
2
LulseB
5E£9-14W
9ZIb0-HW
009$
1935NI SPIV 49333V1436
SZ'o
lepualod mogul may'apel8 molag ala4mawas avow Sopl!aa uag01q edict lnoueaNDAd.9
9000-10T
14811
lnoueal77A5
Peo9930g1111520I
I
LulseB.
5EE9'HW
9ZI6T-HW
1318V1 N1030n13N1ISO]
83AO70NV MAIM 9NN51831.3538
lepualod mogul mai•ape18 ye geal lulo(iseaald alo4ueW
LE62-ZZI
64811
alo4ueW
5669 a/a4ueW
06
Sulse9
BTS9-HW
5969-HW
000$
1639NI 089193939Id39
SZ'0
lepualod mogul Atm'apel8 le uagaq]asp! pue deo mint, 7M .9
LS6Z-ZZT
148n
lnoueal77A5
a190166003 TI65
868
5ulse8
6Z99-HW
8299-HW
009$
1935NI ONV 193039Id39
SZ'0
lepualod mogul may•ape18 le uagolq yawl pue deo lnoueala 7Ad ,.4
L56Z-Z2I
14211
ln0uea17]AS
aPN9a1]6065
V68
50lsee
6299-HW
8299-HW
05$
dV737V1d39
00'0
le!ualod m030/ 09'apel8 amoqe .3 uagolq deo inoueaP 7M .9
996Z-Z0T
a0ON
lnoueal7OAS
apl!7901]GOES
98
5else9
862E-HW
9I99-HIM
OOPS
1935NI ONV d1D 37V1d38
00'0
Iellualad mogul opsape1B adage „9 uagaq pawl pue 8u!ss!w deo Inoueap ]Ad .9
Z962-ZZI
atoll
1n0ueap7AS
aloDueeo1 LOW
L8
5ulse8
9199-HW
ZI99-HW
009$
1935NI ONVdt737V1d39
SZ'0
lepualod mogul mat'apel8 ye uagaq pawl pue deo inoueap 7Ad,.9 •
I96Z-ZZT
148!1
lnoueal77A5
alyD6e8019000
98
5u1se8
I199.HW
0199-HW
OOPS
1935N16NV 1033]VId39
00'0
lellualod mogul aN'apele amge .90ag01q Willi 2n0ueaI ]M .9
6962-2ZI
auoN
lnouea130AS
' 0a11511auuad L0E5
S8
5ulse8
E099-HW
Z099-HW
OLS$
836635351A3131
00'I
lellualod mogul alelap019 •00gleiunaiatie smaaw 9 a1a9m aepa glelnapp w0190032wa agew5
OETO-I0T
alelapoW
aupuleyy
Peoll Wwg341!ed 528E
08
Sus.9
6659-HW
8659-HW
006$
1935N1 GNVd9337V1d39
SZ'0
I012002 dmogul m0l'ape182e deo uagaq 421m 1noueal]Ad.9
LTT0-00T
14811
m00ea173A5
1aa115wes1¢6606£
E8
5ulse8
ZEIZ-HW
£659'HW
000$
1835NI ON7dOD SWIM
52'O
lelyualad mogul m0l•apa8 le uagaq ad!d No0ea17Ad„9
LOT000T
14811
lnoueal77A5
0PID18a13 L199
Ze
5ulse8
9859-HW
E859-HW
05$
dV333V1d39
00'0
Iellualad mogul op'apel8 anage.] mpg deo N000010]Ad.9
EE60-22T
auoN
lnouea137A5
anu0 He11 s1a1un990TE
18
Sulse9
0459-HW
9L59-1-1W
0052$
1V931V1371A93581Vd38
Sr()
1e11ua2od maim m07salami au!l aoNda5
996Z-Z21
148I1
aul77AS
anp04dasof 2590T9
808
5ulse8
6L59-HW
TL59-HW
000S
11135N1 (INV &ID 33V1d39
00'0
lepualod mogul op'apel8 ample uagaqyasul inoueap ]Ad .9
5962-22I
auoN
lnoueaD DAS
aAp04dasol 0000I 9
V08
5ulse8
9L59-HW
TL59-101
OOPS
1935NIONV d9D 37V1d39
SZ'0
monad m08u1m01-apel0ye uagolgyasu1pue deo ynoueaP 7Ad .9
996Z-ZZ1
ryes
1n0uea07AS
, AeM sape43 gel 1T09
6L
5015e8
8959-HW
L959-HW
0045
11135NI 0NV AV733VId39
52'0
lepuai0dmo0ulm07'age18le many vow] pue Sump deo ln00e3P]Ad„9
L962-22I
14811
lnoueap7A5
ary171a6u0760SL
BL
5ulse8
5959-HVP
6959-HW
05$
dV333V1d38
52'0
I0Pual0d mogul Atm'apel9 ye uagaq deo inoueaP 7Ad.9
IEIO-TOL
34811
NOuea17A5
Pe09431043 4g/ed 616E
LL
50Ise8
6559-HW
8559-HW
131091N1030 n17N11507
93A00 0NV 3Wtl0d 9N1151X313539
lepu0lnd mogul maysape18 ye awes) paleas Apo0d se4 alo4ueW
80T0-001
14911
alo4ueW
1559 alo4ueW
9L
5u10ee
68TZ-HW
1559-HW
0095
193SNI ONV d9J 37Vtd36
' 51'0
lellualod mope! Awl 'apel9 malaq„Z papnq yea] inoueaP 7Ad,.9
2062-22I
148p1
0n0uea17]AS
amps] Hell SialunH bOT0
SL
5ulse8
6259-HW
L959-1101
05$
dV] 37VId39
00'0
lepualod mogul op "pea maple .I uagalq deo inoueap 7Ad.7
6E6Z-ZZ1
au0N
Nouea177A5
amps pelt 210100H 'T2
9L
5ulse8
2459-HW
ID59-HW
OOPS
1635NI ONV dV737Vtd38
52'0
lepualod mogul .malape1810 uagaq pascal pue deo Noueap 7Ad.9
8E60-22I
14811
NOueap7AS
anpa MIo.Iu0H 80T2
EL
5ulse8
Z959-1-194
Ib59'14W
05$
AV737V1d39
00'0
lepualod mop! op'apw8 anage,2uagaq deo Noueap 7Ad.9
006Z-Z2I
a00N
1n0ue8133A5
ela!7 po0maps141L00E
2L
5u10e0
0059-HW
V0959-HW
009$
11135N! ONV dyD 37Vtd38
52'0
le!ualod mogul mai•apel8 ye uagaq yasulpue 8upsiw deo inoueap 7Ad.b
9E6Z-ZZT
148n
lnoueap7A5
°PIO 000!d m0Pe450I0b
IL
5u!see
8E59-HW
L£59'HW
000S
1935N1 ONV dV737VId39
52'0
lepualod mogul mol'apel8 matey' „2 paeewep Noueap]nd.9
ZE6ZZZI
NOP
lnoueap7A5
an14311.1sodiu0H ZII£
0L
5upe8
9159-HW
5E59-HW
OS$
dV733V1d38
SZ'0
Iepualad mogul mal'apel8 ye uagolq deo ynoueaP 7Ad,0
IE6Z-ZZT
148n
Nouex177A5
an/Opa1s1a00n92010
69
Sulsee
SE59-HW
9E59-1-11/1
056
dV7371/1d39
CVO
lepualod mogul mol'apel0le uagaq deo Noueap DM .9
996Z-ZZI
148!1
1n0ueaD DAS
pal Pulm4lnoS tut
89
5u1e8
6259-HW
EE59-1•1W
US$
dVJ33V1d39
SZ'0
Iellualad ma1u!mai'apel9 ye uagolq deo inoueap 7Ad.9
E962-ZZL
148t1
lnoueap7A5
Ilell Pl!m4Na59001
L9
Sulsee
IES9-HW
0E59-H1A1
OOPS
1835NI ONVdV] 33Md39
52'0
lepualod mogul Awl'ape08 ye uagaq vase! pueeulsslw dea NOueap 7Ad .0
T962-22T
14811
lnoueap7A5
00110 pe11s1ayun9 ZOTZ
99
5upe8
Z959-HW
6Z59-141A1
05$
dV337V1d38
00'0
IZPua6Od mogul aN'apea anage,T mpg' deo 0000eep 7Ad.6
SE6Z-ZZT
auoN
lnoueap7A5
anu0ma!naep39T6£
59
SulseB
LI59M1/e
9T59-HW
05$
dV737V1d311
SZ'0
lepualod maput may'apel8 le Bulssly deo Noueap ]Ad.9
9E62-22I
14e11
lnoueap7A5
aml0 ma9aep3916E
99
5upe8
9I59-HW
S1S9-11W
05$
dV337V1439
SZ'0
Ielluaad m00ul m0y-ape182e uagalq deo 000660P]Ad.4
826Z-ZZ1
148n
N0uea177A5
.1.0leug1e0 LOU
E9
5ulse8
OT59-HW
IT59-111A1
006$
1835N10NV&TO 33VId39
SZ'0
lellualod m09u!m01'apel8 ye uagaq Mid pue yasu10n0ueap 7Ad.9
0E62-20I
248n
lnoueap7A5
a9Na mall0H P819 TOOT
Z9
5u]se6
L059-HW
8059-HW
00b$
1935N10 NV 0V337VId39
SZ'0
Iellualad m011ulma1 apa990]aq „Z pa80wep N0ueala 7Ad..9
6262-2ZT
84911
1n0uea07A5
anp0 m0p0H Pa199001
19
5upe8
L059-H01
8059-HW
05$
dV737V1d38
52'0
lellualod mogul mot•ape181e uagaq deo Nauea17Ad.9
L262-221
148I1
lnoueap7A5
ante ma!na8p3609E
09
5u]see
9059-HW
5059-14W
000$
1935N1 ONV d10 371/1d38
52'0
lepualod m011u1 mot 'ape181e uagaq 11asulpue deo NoueaP3Ad.4
9Z62-RT
14811
lno0ea17A5
anp0 ma63a2p3 E019
65
5upe8
2059'HW
T059-1-1W
OOPS
11135NI °NV 4V737VId39
SZ'0
Iepualad Atop] mot 'ape18 ye uagaq yesulpue deo Naueato 7Ad.b
9Z6Z-ZZI
14811
NOuea!77A5
a1410 ma!na9p3 £TT6
85
5upe8
105911W
0059-HW
0095
- 1935NI 0NV an73JVid39
S2'0
Iepuaiod m0gu!may 'ape181e uagaqyasul pue deo Naueap 7M.9
SZ61:-22I
14811
lnoueap7A5
anll0 molee6P32I14
LS
5upe8
I059-HW
0059-H1A1
1318V1 NI 030p13N11500
83AO7057SHIM 8NI1518313539
lepualod mogul op•apel8 anage,9 Beal awe11 al04u eW
996Z-ZZI
a0ON
alo4ueW
6LLE eloque1
SE
Sulse9
I259'HW
6LLE-HW
OOPS
1935NI GNP d7737V1d311
52'O
lepualod mouth mot 'ape181e uagaqyasul pue deo Noueap]M.9
5062-22T
14811
1n0ueap7AS
auel H018100!Ne] SUE
9E
5upe8
ELL£-HW
TLLE-HW
000$
1935NI (INVdH737V1 d39
00'0
lepualod mogul ON'ap¢18 anagz,9 uagolg0asul pue deo eu!sslw shot eau JM.D 014510W
956Z-Z2I
au0N
lnoueal77A5
a n0ean9n0H 609E
£E
5ulse8
62£0W
HZ£E-H
BW
05$
d037VId39
SZ'0
le!ualod mogul mai•apel8 le eagaq deo Noun',Noun',7Ad.9
256Z-2ZT
Nell
lnoueap7A5
amps aslua0 ET9E
ZE
5upe8
IZEE-HW
02EE-HW
009$
1635NIONV dV737V1d39
00'0
le!iva0d mogul ON'apel8 anage „98ulsspo pasullnaueap 7M.9
E56Z-ZZI
au0N
lnoueal77A5
anp0 a0ua0609E
IS
5u]se8
02£E-HW
6IEE-HW
009$
1935NI 0NV dtl737V1d39
52'0
1e11ua2od mop] mai'apse ye Supsiw vase! pue deo inoueaP ]Ad.9
956Z-22I
14811
1n0ueap7A5
0090001000909E
0E
5ulse8
0Z£fHW
6I£E-1419
1318tl1 NI 030n1]NI 1507
83A0] 0NV3WV9191111511313539
'mimed mogul m0l'apel8 ye geal away alo4ueW
596Z-Z2I
14211
a1040eW
6IEE a1040e1
6Z
5u1se8
O0EE-HW
6IEE-HW
065
4/033V1d38
SZ'0
Iellualad m09u! mai'apel8 ye uagaq dea inoueap 3Ad.9
8962-0ZI
142E1
lnoueap7A5
laWISIeg0930Z9E
8Z
5u1see
EIEE-HW
IT£E-HW
OOPS
1935NI aNV dYJ 37V1d38
S2'0
Iepualad pulp]mai•apae m0laq,p paunq Suppe] Naueap 7Ad.9
LO6Z-ZZI
1430
000ueaD3A5
Own 1a41s3009E
LZ
5upe8
TTEE-HW
0IEE-H Nl
OOPS
1935NI MeV 4V737V1d39
52'0
lellualod mogul mai'ape3H le uagaq Instil pue deo in0ueap]Ad.9
696Z-ZZT
148p
lnoueal77A5
laa151a41s3009Z
9Z
5ulse8
OIEE-HW
60EE-HW
0S6
dV737V1d38 -
S211
lelluag08 mogulpal'apa8 leuagaq deo NoueaP 3/Id .b
E962-2ZT
148!1
lnoueal77A5
1aa15901109ad ZOOS
52
5ulse8
L6ZE•HW
862E-HW
00515
1V831V1371A93591Vd39
001
lellualod mogul alelapo9'eual.9al,9 Ped Kenumlo apls ye Alluaga]nb aalnla5
22TO-I0I
alwapo1
ga/nO3A5
ap1D9a105089
OZ
5upe8
I612-HW
E6TZ-HVI
055
1939301d38
52'0
lellualod mogul m0l'apa8 ye maxi dealnoueap 7Ad.9
£1T0-TOT
148n
lnoueap7A5
ap1U l3a171199
El:
SulseB
T6IZ-HW
£6TZ-H1N
005'Z5
1V93191331A93591Vd39
00'1
lepualod mom alelap0W'arum 8u1p1wa p10H396q cal edict pale2waga018.9
LZ10-TOT
alelapoW
131000AS
0P1171/aP3 089
ZZ
5upe8
T6I2-1192
E6IZ-HW
02LS
83M35351A3131
00'Z
lepualod magu]wanes...plsa mpg Lary ap5141cal pale.] URN Ull01s/o No Bulwm agow5
820-I0I
aana5
ulna wlaS
..eVsa2e59I99
IZ
5upe8
96I2-HW
261Z-H W
05$
dV733V1d39
SZ'0
lepualod mogul mat•apel8 ye uagaq deo inoueap 7Ad.9
T210-I0I
148!1
100uea177A5
pe0990ed ag01506E
02
5upe8
b6T11141
2612-HW
009$
1835NI 067 AV737V1d39
52'0
Iepualad mogul mai•ap6H leyo uagaq Nouea1 DM.9
SZIO-TOI
148n
4000eap7A5
a ua0V.2e59I5b
6T
5ulse8
0612-HW
I61Z-HILL
05$
19333V1d30
SZ'0
Iellualad mogul m01 ape18 ie deo 2ulsslwyn0uea1a 7Ad.9
9Z1010I
OP
N0uea13 OAS
al0D11a13 1989
81
501se8
69TZ-HW
060-HW
000$
1935NIONV dV73JV1d39
52'0
Iellualad mogul mol'apel8 m6laq .E uagolq adld lnoueap]Ad.9
STIO-00I
148!1
000020D3A5
peas ved Peel 900P
8LT
5ulse8
Z0I2-HW
I6IZ-HW
000$
1935NIONV dV337V1d39
5Z'0
Iellualad mope! mai'apro8 anage ,y; deo uagaq 49m• edict 1n00eap]M.9
91T0.00T
14011
1n0ueaD3A5
pe09gled 04010019
VLT
Supee
Z8IZ-181
I812-HW
009$
193SNI 0NV dV737V1d39
SZ'0
lepualod mogul ma .ape18 ye de, 0u type, uagolq ad1d 20Oteala 7M.9
Z£I0-I0I
148n
mom,' DAS
1aa115wes1e0 OM
91
5ulse8
8559-HW
8LI1-HW
05$
99733V1d311
5Z'0
Iepualad mount! may'apel8 le deo 8upsiwlnaueap 7M.6
6ZI0'I0I
148n
3noueap3AS
anuami saee59086
SI
5u1see
8659-HW
TLTZ-HW
005'Z$
1V831V13319035819439
001
lelyualad maim alelapoW'glemap!s lapun „9 o1.9 Nov Mud pp* moves
0ZI090T
alelapoW
Vint DAS
too saee5 T0
DI
5u1se9
5912-HW
W b9T2-H
05$
dV737V1d30
S2'0
lepualod mogul ma7 'ape181euag0lq deo Naueap 7M.9
III0-00I
PPP
lnoueal77A5
anpaandua510na11ZTT9
ET
Supee
09TZ-HW
65IZ-HW
005'ZS
1V1131V1331A9356IVd39
00'T
lepualod mogul alelapoW'ap0B ye Aemanpp alanuoayo alppwcal yeaslo ln08ulw0a ag01S
0010-0OT
alelapoW
PPP OAS
anu0uosdw!51ana11T0Z9
ZI
SulseB
65T2-HW
8502-HW
0051$
1V831tl1371A93591Vd39
001
lepualod m0uu]alelap0W 'ape182¢ alo4qu!s Allua galebmula5
OIT0001
alelapoW
ga1ab3A5
age •te£P95195
TI
5Wsee
5E5I-Hee
9E9I-HW
000$
1935NI 087 AO 37V1d39
SZ'0
lelyualad mogul mot'apel8 anage uagaq deo pue adld 200600P]Ad.9
6600-00I
14811
yn0060133A5
foals Pu.Mno75299
0I
5upe8
925I-HW
LZSI-HW
000$
1835NIONV dV32391d36
5Z'0
lellualod mogul mat'apel8 ie deo au Plumuagaq adld ynoueaP]M.9
8600-00I
148n
lnoueap7A5
WAS Ntaly0a7£099
6
5upe8
EZSI-HW
529T-HW
05$
AV733VId39
SZ'0
lepualod mop! mai 'ape18 ye dea Humpy NO0ealo 7Ad.9
60I0-00I
140n
Nouea3]AS
ap1Dla2u07 EVIL
8
5ulse6
0Z5I-HW
61SI-HW
05$
OD30V1d39
52'O
lelyualad mogul pal 'apel8 le uagaq dea Noueap 7Ad.9
T0I0-00T
148n
ino0ea177A5
ap1D 1a11u07 TOOL
L
501se6
6I5T-H Lei
8£ST-HW
000.ES
NOLLtln1VM 93H19nd 5033N
00'Z
lepualod m0uu!01ana5'MN pale8110a.941lun au]lmpslas 0lul pap ulaplayn810o9
S0I0-00I
aa5 an
u/a010o9
Una]aow9 LI6£
9
5ulse8
915T-HW
W LTST-H
00b$
1835NI 0NVdVJ 30V1d39
5Z'0
lepualod mogul un01'apel8 anage deo Noueap 49m apy2 m01ag 911gea11n0ue0I03649
90I0-00T
142n
lnoueal77A5
PPM0w9LT6£
5
Sulse9
9T5I-HW
LIST-HW
005Y$
1V931V1331A93591Vd30
001
lellualod mogul alelapoW •pl¢Alea861 Mua galeb minas
Z0I0-00T
aleapoW
ga1nt7A5
ap1!] 1a1100] 0T69
9
5VIse9
815I-HW
FIST -MN
085
dtl]3]VId38
SZ'O
lepualod m01901 m01'apea ample uagaq deo inoueap ]Ad.9
E0I0-001
14811
lnoueap7A5
PPMDlapu039069
E
5ulse8
eT SI-HW
6151-HW
Is07
• uopelpme4p8 papuaww0aa9
; uopey111ge4a9 papuawwma8
_
(Mini
• In lgol..
I?p0alad
04A1 ya1a0
ssa0PPV
200sal
a1a0,5
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alo4ueW sn
9999313901005 L ONV 5991990:031e91
A6Wn07 NOINn

UNION COUNTY
TABLE 2: BASINS 5 AND 7 SMOKE TESTING
US Manhole
OS Manhole
Number
Smoke
moke
Testing
Form
Address
Defect Type
Potential
Photo It
Comments
Total l/I ..
(GPM' -
Recommended Rehabllltatiad'
Rwmmended Rehabllitatian
Cosh
MH-6332
MH-6347
Basin 7
39
2021 Blue Range Drive
SVC CIeanout
tight
101-0408
4" PVC cleanout cap broken at grade. Low Inflow potential
0.25
REPLACE CAP
$50
MH-6339
MH-6340
Basin
40
3013 Gray Farm Road
SVC CIeanout
tight
101-0409
4" PVCcleanout pipe has Improperly sealed coupler emitting smoke below grade. Low Inflow potential
0.25
REPLACE CAP AND INSERT
$400
MH-6339
M11-6340
Basin7
41
3011 Gray Farm Road
SVC Line
Ught
101-0410
Smoke emitting from ground In front yard. Low Inflow potential
0.25
REPAIR SERVICE LATERAL
52,500
MH-6339
MH.6340
Basin
42
3011 Gray Farm Road
SVCCleanout
Ught
101-0411
4" PVC cleanout cap broken at grade. Low inflow potential
0.25
REPLACE CAP
$50
MH-6342
MH-6343
Basin
43A
9006 Farm Pond Road
SVC CIeanout
tight
101-0413
4° PVC cleanout cap broken at grade. Low inflow potential
0.25
REPLACE CAP
$50
MH-6342
MH-6343
Basin7
438
9002 Farm Pond Road
SVCCleanout
Light
101-0412
4° PVC cleanout cap missing at grade. Low inflow potential
0.25
REPLACE CAP
$5D
MH-6349
MH-6350
Basin 7
44
1011 Gwinmar Road
SVCCleanout
Light
108-8738
4" PVCcleanout cap broken at grade. Low inflow potential
0.25
REPLACE CAP
$50
MH-6350
MH-6351
Basin 7
45
1006 Gwinmar Road
SVCCleanout
None
108-8739
4" PVC cleanout cap broken 3" above grade. No inflow potential
0.00
REPLACE CAP
$50
MH-6357
MH-6358
Basin
46
Manhole 6357
Manhole
Severe
108-8732
Manhole frame not sealed between creek and runoff pond. Severe inflow potential
RESET EXISTING FRAME AND COVER
COST INCLUDED IN TABLE 1
MH-6359
MH-6351
Basin
47A
6002 Farm Pond Road
SVCCleanout
Light
108.8736
4" PVC cleanout cap broken at grade. Low inflow potential
0.25
REPLACE CAP
$50
MH-6359
MH-5351
Basin7
47B
6006 Farm Pond Road
SVCCleanout
Light
108-8737
4° PVC deanout cap broken at grade. Low inflow potential
0.25
REPLACE CAP
650
MH-6369
MH-6368
Basin
48
1015 Yellow Bee Road
SVCCleanout
None
108-8735
4" PVC cleanout cap and Insert not sealed properly at grade. No inflow potential
0.00
REPLACE CAP AND INSERT
$400
MH-6375
MH-6376
Basin 7
49
1017 Green Terra Road
SVCCleanout
Light
108-8734
4" PVC cleanout damaged below grade. Low Inflow potential
0.25
REPLACE CAP AND INSERT
$400
MH-6376
MH-6377
Basin
50
1008 Green Terra Road
SVCCleanout
None
108-8733
4" PVC cleanout cap and insert not sealed properly 2° below grade. No Inflow potential
0.00
REPLACE CAP AND INSERT
6400
MH-6395
MH-6394
Basin 7
51A
4022SIngletree Lane
SVCCleanout
Light
108-8726
4" PVC cleanout cap broken 1" below grade. low inflow potential
0.25
REPLACE CAP
$50
MH-6395
MH-6394
Basin
518
402151ngletree Lane
SVCCleanout
Ught
108-8727
4° PVC cleanout cap nut busted 1" below grade. low inflow potential
0.25
REPLACE CAP
$50
MH-6396
MH-6395
Basin
52
40165inglerree Lane
SVCOeanout
Light
108-8728
4. PVC deanout cap nut busted at grade. Low inflow potential
0.25
REPLACE CAP
550
MH-6398
MH-6396
Basin
53
4006 singlertree Lane
SVCCleanout
Light
108-8729
4° PVC cleanout cap nut busted at grade. Low inflow potential
0.25
REPLACE CAP
$50
MH-6399
MH-6393
Basin
54
50045ingletree Lane
SVCCleanout
tight
108-8731
4" PVC cleanout cap broken 2. below grade. Low inflow potential
0.25
REPLACE CAP
$50
MH-6422
MH-6423
Basin 7
55
1003 Perennial Lane
SVC CIeanout
Light
108-8725
4° PVC cleanout cap broken at grade. Low inflow potential
0.25
REPLACE CAP
650
MH-6424
MH-6423
Basin7
56
1008 Sunflower Lane
SVCCleanout
Light
108-8724
9° PVCceanout missing cap and Insert below grade. Low inflow potential
0.25
REPLACE CAP AND INSERT
$400
Total a 29
Basin 5 Total
$36,140
Basin 7 Total
68,950
Total
645,090

/ Union County
Al ---\J " i Crooked -Creek Basin./�5— ,j / —
r � FRAZIER
ENGINEERING P.A.
6997
Legend
• Basin S BPS Manhole
— Basin S Gravity Main
• System Manhole
l� Union County Pump Station
— Union County Grn ity Main
— Union County Farce Main

Legend
• Basin 7 SSES Manhole
—BasIn 7 Gravity Main
• System Manhole
• Union County pump Station
— Union County Gravity Main
— Union County Force Main

APPENDIX A
SMOKE DEFECT SKETCHES

Greg Morgan
From:
Sent:
To:
Subject:
Hey Greg,
Trina Horne
Tuesday, October 15, 2019 10:47 AM
Greg Morgan
RE: AM Liner
It looks like there are four work assignments active for AM -Liner. Which one are you
inquiring about?
2018-01 Crooker Creek Sub -Basins 11 and
2018-02 System Repairs in Crooked Creek S nd
2018-03 Sanitary Sewer Collection System Repairs in the Tall Basin
$25,294.24
2018-04 System Repairs in Crooked Creek Sub -Basins 5 an
Thank you
Trina Horne
Contract Specialist, Procurement Division
T 704.292.2562
www.unioncountync.gov
From: Greg Morgan
Sent: Tuesday, October 15, 2019 10:22 AM
To: Trina Horne <[e-mail]>
Subject: AM Liner
I am trying to find out how much money has been spent on the AM Liner Contract?
Greg Morgan
Utility Field Services Superintendent/ORC
Union County Government
Public Works
500 N.Main Street
Suite #500
Monroe, NC 28112
T 704.289.3288
gregmorgan(a�unioncountync.gov
www. unioncountync.gov
i

pt S yvoLJ
Status
Project
Cost (Approx.)
Action
Under Construction
f J — Forest Park
-
$3,345,000
Replace Existing PSj'
Replace 3,485 LF Existing 8-inch with 8" and 10" Sewer
Under Construction
-1
Blythe Creek Sewers
$6,189,000 t
Decommission 17 grinder PS L_ _
Decommission Ex. Southbrook PSJ
Install 17,868 LF of 8", 12", and 18" sewer
Extend JAARS 6" FM 800 LF to discharge into new sewer
In Design
West Fork 12 Mile Creek Interceptor Sewer
$12,000,000
Proposed 25,483 LF of 8", 18", and 24" sewer
Decommission Ex. Brookhaven PS, Scotch Meadows PS, and Grace Meadows PS
In Design
TarkhillFM _ _
$1,200,000
Replace 6,750 LF of 16" FM
Under Construction
" CC Ph. 1- Basins 11 and 15 j
$290,000 i
Rehab 164 MHs and 54 Cleanouts /
In Design
CC Ph. 1- Basins 12 and 13 SSES
$121,000
Investigate 700 MI -Is and corresponding Cleanouts
Under Construction
; CC Ph. 1- Basins 5 and 7 /
$39,000
Rehab 41 MHs and 91 Cleanouts'
Completed
I&I -Tallwood
$26,000
Rehab 17 MHs and 20 Cleanouts
In Design
I&I - Olde Sycamore
$29,000
Investigate 183 MHs and corresponding Cleanouts
In Design
STEG Sewer Improvements Yr. 1
$137,000
Replace existing 4" and 6" grey water system with 8" conventional sewer with MHs
Proposed 7,050 LF 8" sewer and 33 MHs
In Design
Deese Ct PS Decommissioning
$43,000
Decommission Deese Ct PS through 240 LF of 8" gravity sewer
Under Construction
1 Olde Sycamore PS Improvements;
$168,000
PS Rehab by Operations /
In Design
Waxhaw PS Relacement (2125)
_
$450,000
Replacement of 2125 PS with Proposed PS
Approximately 1,700 LF replacement 15", 1,800 LF new 15", and 9,000 LF of new 15" FM
Under Construction
j CSX Stouts Siding Utility Relocations j
$219,000
Adding casing to Ex. 8" and 15" sewers crossing the railroad (includes water portion)
In Design
Piedmont Innovation Park
Unknown
Proposed PS and Approximately 10,000 LF of new FM
Approximately 10,000 LF of new FM
In Design
Faifield Plantation
$35,000
SSES and CCTV for 16,969LF Ex. 8" pipe and 77 MHs
In Design
Eastside Clay Lining
$3,900
SSES and CCTV review for Ex. 15", 18", and 24" clay pipe and 16 MHs
In Design
Waxhaw Clay Lining
$5,500
SSES and 1,470LF CCTV for 2.955 LF Ex. 8" pipe and 17 MHs
Last YearAnnual Rehabilitation and Replacement Activities (last year, unless noted as last 6 years)
Miles of Public Gravity Sewer Rehabilitated/Replaced Past 6 Years
Rehabilitated/Replaced Past 6 Years
Rehabilitation and Replacement Expenditures
(Collection System & Pump Stations Only)
Rehabilitation and Replacement Expenditures Past 6 Years
(Collection System & Pump Stations Only) Past 6 Years
Number of Manholes Rehabilitated/Replaced Past 6 Years
$24,300,400
12.64
$6.8M
$6.8M
$72.9M
$65.6M
541

v
0
V v
During the Fiscal Year 2018-2019, Union County's wastewater system collected and conveyed approximately 3.66 billion gallons of
wastewater. There were fifteen (36) sanitary sewer overflows witha combined estimated volume of 151,572 gallons that occurred within
the collection system. Union County Public Works conveyed 99.996% of the total volume of wastewater without incident.
Sanitary Sewer Overflow Report
DATE
MH ID# •
ADDRESS
WATER BODY
VOUME DATA
TOTAL
-
VOLUME
(GALS)
PRIMARY CAUSE
OFSSO
SECONDARY
CAUSE OF '.
SSO
(IF ANY)
GALLONS TO
SURFACE
WATERS
GALLONS
ON GROUND
09/05/18
2433
14600 E Independence Blvd
No Water Body Affected
.0
450
450
Debris in line
09/16/18
2700
4720 Monroe Ansonville Rd
Meadow Branch
6,420
6,420
Hurricane Florence
Inflow
09/16/18
.4r nderbur mp tal on"i
630 Funderburk Rd
Spring Branch
2,175
0
2,175
Hurricane Florence
Inflow
09/16/18 -
7456
910 Sharon Dr
Rone Branch
13,500
0
. 13,500
Hurricane Florence
Inflow
09/16/18
2724-2728
1629 Old Fish Rd
Grassy Branch
16,250
0
16,250
Hurricane Florence
Inflow
09/16/18
3196
6737 First Ave
Crooked Creek •
2,100
0
2,100
Hurricane Florence
Inflow -
09/16/18
6384
5502 Poplin Rd
North Fork Crooked Creek
23,250
0
23,250
Hurricane Florence
Inflow
09/16/18 ,
3521-3522
3411 Brooktree Ln
South Fork Crooked Creek
10,800
0
10,800
Hurricane Florence
Inflow
09/16/18 ,
3202
4611 Jacqueline Dr
South Fork Crooked Creek
1,650
0
1,650
Hurricane Florence
Inflow
09/16/18
2707
3826 Monroe-Ansonville Rd
. Rays Fork
1,575
0
1,575
Hurricane Florence
Inflow
09/16/18 :
2646
1409 Hwy 205
Salem Creek
2,250
0
2,250
Hurricane Florence
Inflow
09/16/1B
Suburban Estates 1 Pump Station
100 Blackvine Dr
South Fork Crooked Creek
4,050
0
4,050
Hurricane Florence
Inflow
09/16/18
az31f
4015 Sardis Church Rd
Crooked Creek
3,350
0
3,350
Hurricane Florence
Inflow
10/11/1B .•
Meadows #1 Pump Station
700 Penny Ln
Austin Branch
D
300
300
Hurricane Michael
Inflow
10/11/18
Olde Sycamore PS #3
Olde Sycamore PS #3
Duck Creek
0
207
207
Hurricane Michael
Inflow
11/12/18 +
Oungerburktpumpr5tati3O
630 Funderburk Rd
Spring Branch
780
0
780
Severe Weather/Rain
Inflow
il11/13/18
2106P
4015 Sardis Church Rd
Crooked Creek
480
0
480
Severe Weather/Rain
Inflow
11/15/18
2725
1629 Old Fish Rd
Grassy Branch
14,100
0
14,100
Severe Weather/Rain
Inflow
11/26/18
30258
1026 Angora Ct
No Water Body Affected
0
450
450
Debris in line
11/2.6/18
Septic Tank
205 Carl's Rd
No Water Body Affected
0
450
450
Septic Tank Failure
12/09/1B ,
2724
1629 01d Fish Rd
Grassy Branch
4,500
0
4,500
Severe Weather/Rain
Inflow
12/20/18
2731
1629 Old Fish Rd
Grassy Branch
2,850
0
2,850
Severe Weather/Rain
Inflow
M' 02/09/19 '
14294
4048 Henshaw Rd
12mile Creek
1,000 -
- 2,000
3,000
Debris in line
02/12/19'
Loxdale Pump Station
Fallen Leaf Court
No Water Body Affected
0P
225
225
Pump Failure
02/22/19 •
2406 -
4015 Sardis Rd
Crooked Creek
900
0
900
Severe Weather/Rain
Inflow
02/26/19 °
Pipeline
6214 South Providence Road
Davis Branch
450
50
500
Air Relief Failure
•03/03/19
ar2406°
4015 Sardis Rd
Crooked Creek
2,100
0
2,100
Severe Weather/Rain
Inflow
03/29/19.:
Eastslde 3 Pump Station
1409 Hwy 205
No Water Body Affected
0
50
50
By-pass Hose Leak
04/13/19 '
12563
6600 Stoney Creek
Goose Creek
13,000
500
13,500
Pump Station Failure
04/13/19 '
2406
4015 Sardis Rd
Crooked Creek
12,000 .
0
- 12,000 .
Severe Weather/Rain
Inflow
05/18/19 '
Pipeline
2103 Lytton Ln
West Fork 12mile
2,960
0
2,960
Pipe Failure
05/23/19 -
Pipeline
706 White Oak Drive
North Fork Crooked Creek
1,500
0
1,500
Pipe Failure
05/28/19 •Pipeline
2844 Gray Fox Rd
South Fork Crooked Creek
1,500
0
1,500
Hit Force Main
06/01/19 '
Pipeline
3826 Monroe-Ansonville Rd
No Water Body Affected
0
500
500
Air Relief Failure
06/04/19 •
Pipeline
3827 Monroe-Ansonville Rd
No Water Body Affected
0
500
500
Air Relief Failure
06/20/19 .
Eastside 3 Pump Station
1409 Hwy 205
No Water Body Affected
0
400
400
Pump Station Failure
..
°
�°
° s
•
TOTAL SPILLS
TOTAL ANNUAL
VOLUMES
IN SYSTEM
- • 145,490
700
° 6,062
? 151,572
MILES OF PIPE
Reportable SSO's PER 100 MILES
4.14
Union County Wastewater System
--Cor a.. D f S' ILIy r Ctie -v 6 j24if
Performance Report`U,,120+1L9

DATE
MH ID#
ADDRESS
WATER BODY
VOUME DATA
TOTAL VOLUME
(GALS)
PRIMARY CAUSE
OF SSO
SECONDARY
CAUSE
SSO
OF
IF ANY
ADDITIONAL
INFORMATION
IF ANY)
��
Rone
Branch
SURFACE
GALLONS WATERS
0
GALLONSON
G OUND
100
ll,
__si#�
100
PS
Equipment
Failure
..
f 3
♦ r
_
0 01Tf17+?5S
072
21-25
07/01/17
452318;5226
4004 Sardis Church Rd
Crooked Creek
21,320
0
21,720
Severe Natural
S7&l
07/03/11
7
900 Sharon Drive
Rone Branch
2,000
850
2,850
Severe Natural
arc
09/12/17
5231
4004 Sardis Church Rd
Crooked Creek
9,600
0
9,600
Severe Natural
Condition
Hurricane Irma
09/19/17
4141
4602 Foggy Glen Pl.
None
550
550
Vandalism
Debris
Rebar in MH. Likely
by kids through the
vent holes of the lic
10/06/17
NA
ARV - Helmsville PS
Crooked Creek
500
250
750
ARV Failure
10/06/17 .
NA
1306 Wesley Chapel Rd
None
500
500
Force Main Failure
Third Party
Damage
All wastewater was
recovered
10/12/17 -
NA
13615 Hwy 74 -
None
400
400
Force Main Failure
Third Party
Damage
All wastewater was
recovered
01/23/18
S2°34,�
4004Sardis Church
Crooked Creek
8,000
8,000
I&I
03/06/18
_,�—
NA
Suburban Estates FM
Crooked Creek
100
0
100
Pipe Failure (Break)
Damaged while
conducting
04/03/18
N/A
2208 Mounts Rd
Crooked Creek
, 175
175
Debris
%24/-1619
C-43
4004 Sardis Church Rd
Crooked Creek
2,000
0
2,000
&)i
I/,4'6118
Sr-23
4004 Sardis Church Rd
Crooked Creek
12,000
200
12,200
*l&l -j
t05/.2511
Y'/2J4s
910 Sharon Dr
Rone Branch
400
0
400
Grease
05/29/18
4004Sardis Church Rd
Crooked Creek
8,100
0
8,100
Severe Natural
I&I
0
0
-
0
5 .
TOTAL SPILLS
TOTAL ANNUAL VOLUMES
.. : 64,395
'�;: 2,85p-
iy: "67;445
fill �Ftf I11�t1��t��
II#'Ili.���FRI�I� il6�li�t3iIttE[I.111
�ntt t��+[
J1[rtE'. 1.[IiI'I
�1 #�N��[F�
IIIiHRIIllt it
MILES OF PIPE IN SYSTEM
635.00
SSO's PER 100 MILES
,"gli
For questions concerning this Wastewater System Performance Summary or additional information please contact
UCPW:
[phone]
Or write to:
•
Union County Public Works
500 North Main Street, Suite 600
Monroe, NC 28112-4730
This document can also be viewed at: http://www.co.union.nc.us/LivingHere/PublicWorks.aspx
Union County Wastewater System
Performance Repor 0,11eaD18._

Parker, Tony R
From:
Sent:
To:
Cc:
Subject:
Attachments:
Importance:
Bart Farmer <[e-mail]>
Tuesday, August 13, 2019 8:34 AM
Basinger, Corey; Scheller, Roberto; Parker, Tony R
Greg Morgan
[External] Annual WW Report
Wastewater Report 2018-2019.pdf
High
CAUTION:
Good morning Corey, Tony, and Roberto,
Attached is the UCPW Annual Wastewater Report. It is also being placed on our County website this morning.
Thank you,
Bart T. Farmer
Water Reclamation Facilities Superintendent
Union County
Public Works
4600 Goldmine Rd
Monroe, NC 28112
T 704-296-4227
F 704-289-7395
C 828-260-3583
bart.farmer(a�unioncountync.gov
www.unioncountync.gov
E-mail correspondence to and from this sender may be subject to the North Carolina Public Records law and
may be disclosed to third parties. If you are not the intended recipient of this e-mail, please contact the sender
immediately.
i

Union County
Government
EST. U 42
Union County, NC
Department of Public Works
Wastewater Performance Summary
Fiscal Year 2018-2019
Wastewater Plants
Twelve Mile Creek WRF NC0085359
Crooked Creek WRF — NC0069841
Olde Sycamore WRF — WQ0011928
Tallwood WWTP — NC0069523
Grassy Branch WWTP - NC0085812
Hunley WWTP NC0072508
Collection System
WQCS00054
BioSolids — Land Application
WQ0007486 - NCDEQ
ND0089044 - SCDHEC

TABLE OF CONTENTS
1.0 INTRODUCTION 4
2.0 DEFINITIONS 5
3.0 SYNOPSIS OF WASTEWATER TREATMENT FACILITIES 6
3.1 Twelve Mile Creek Water Reclamation Facility 6
3.2 Crooked Creek Water Reclamation Facility 6
3.3 Hunley Creek Wastewater Treatment Plant 6
3.4 Olde Sycamore Water Reclamation Facility 6
3.5 Tallwood Estates Wastewater Treatment Plant 6
3.6 Grassy Branch Wastewater Treatment Plant 6
TABLE 3-1 7
TABLE 3-2 8
TABLE 3-3 9
TABLE 3-4 10
TABLE 3-5 11
TABLE 3-6 12
4.0 BIOSOLIDS MANAGEMENT 13
5.0 SYNOPSIS OF WASTEWATER COLLECTION SYSTEM 14
Union County Wastewater System
Performance Report 2018-2019

Dear Customer,
We are proud to share this year's Annual Wastewater System Performance Summary with you. This report outlines
last year's wastewater treatment efforts. Included are details about your treatment facilities, collection system perfor-
mance, and how it compares to standards set by regulatory agencies. •
Wastewater is all the water that leaves the inside of your home or business through sinks, toilets, washing ma-
chines, etc. and enters Union County's wastewater (sewage) collection system. Wastewater then flows through
pipes into the County's regional sewage system, where it is treated to meet federal and state water quality stand-
ards.
We have a responsibility to manage our water resources in a sustainable manner to ensure there is sufficient water
and its quality is protected. While we are committed to conserving resources and protecting the environment through,
wastewater treatment, this can only occur if it is done in a safe manner. Protection of public health and safety is, and
must remain, our first priority. We are proud of our achievements to date, but we aim to constantly improve the way
we manage the wastewater generated by our residents.
If you have any questions about this report or concerning your water, please contact us at 704-296-4210. If you want
additional information, please visit our website at www.unioncountync.gov.
Sincerely,
Aceneue
Andrew Neff, P.E.
Water & Wastewater Division Director
Union County Public Works
500 North Main Street
Monroe, NC 28112
%�i.s•• .7 ,'.y ,•�;,.ai �� .i _A� ,,($;Ufa,!J
L
C -1,11{§f 111:1' l; c,a 'lJ'
Union County Wastewater System
Performance Report 2018-2019

1.0 INTRODUCTION
Nature has an amazing ability to cope with small amounts of water wastes and pollution, but it would be overwhelmed if
we didn't treat the wastewater and sewage produced every day before releasing it back to the environment. Treatment
plants reduce pollutants in wastewater to a level nature can handle.
Wastewater is used water. It includes substances such as human waste, food scraps, oils, soaps and chemicals. In
homes, this may be water from sinks, showers, bathtubs, toilets, washing machines and dishwashers. Businesses and
industries also contribute their share of used water that must be cleaned.
If wastewater is not properly treated, then the environment and human health can be negatively impacted. These im-
pacts include harm to fish and wildlife populations, oxygen depletion, restrictions on recreational water use, and contami-
nation of drinking water.
House Bill 1160, the Clean Water Act of 1999, was ratified by the North Carolina General Assembly on July 20, 1999 and
signed into law by the Governor on July 21, 1999. This legislation placed significant reporting requirements on entities
that own or operate wastewater systems. This Performance Summary is intended to establish compliance with this rule.
Union County Public Works (UCPW) is charged with the management, operation and maintenance of the County's sani-
tary sewer system. During the 2019-2020 fiscal year the wastewater system was comprised of 5 active wastewater
treatment plants (WWTP), 80 wastewater pumping stations, and 700 miles of pipe (Combined gravity and force main)
with 37,266 connections. In addition to the 5 WWTPs which have a combined rated treatment capacity of 8.15 million
gallons per day (MGD), the County, through contractual agreement, has 2.65 MGD and 3.0 MGD of purchased capacity
at the City of Monroe WWTP and Charlotte's McAlpine Creek WWTP respectively.
Union County Wastewater System
Performance Report 2017-2018

2.0 DEFINITIONS
For the purposes of this Performance Report the following definitions apply:
• Aerobic —A condition in which atmospheric or dis-
solved molecular oxygen is present in the aquatic
environment. •
• Biological Nutrient removal — The process of re-
moving nitrogen and phosphorus from wastewater
using biological processes as opposed to chemical
means. •
• Biosolids —A primarily organic solid product, pro-
duced by wastewater treatment processes that can
be beneficially recycled. The word biosolids replac-
es the word sludge. •
• BOD — Biochemical Oxygen Demand — The rate
at which organisms use the oxygen in water or
wastewater while stabilizing decomposable organic
matter under aerobic conditions. The BOD Test is a
procedure that measures the rate of oxygen use
under controlled conditions of time and temperature. •
BOD is typically used to express the "strength" of -
wastewater.
• CL2— Chlorine Residual — The amount of chlorine •
present in the final effluent after disinfection. Typi-
cally measured in micrograms per liter or milligrams
per liter.
• D.O. — Dissolved Oxygen — Molecular
(atmospheric) oxygen dissolved in a liquid. •
• Effluent — Treated wastewater flowing from the •
treatment system.
• Extended Aeration — A type of wastewater treat- •
ment facility in which the wastewater is retained and
treated for a minimum of 24 hours at design flow
before discharge occurs.
• Inflow and Infiltration (I&I) - Extraneous water that
enters the sanitary sewer system through openings
and/or defects in the collection system.
• Fecal Coliform — The coliform (bacteria) found in
the feces of warm blooded animals. The presence
•
of coliform-group bacteria is an indication of possi-
ble pathogenic bacterial contamination.
MGD — Million Gallons per Day - Volumetric
measurement of flow converted to millions. Example
150,000 gallons per day (gpd) / 1,000,000 = 0.150
MGD.
NH3— Nitrogen as Ammonia —A compound found
naturally in wastewater. The compound is produced
by the deamination of organic nitrogen containing
compounds
NPDES Permit — National Pollutant Discharge
Elimination System - Permits, required by the Fed-
eral Water Pollution Control Act Amendments of
1972, which regulate discharges to surface waters.
pH - The expression of the intensity of the basic or
acidic condition of a liquid.
Pump Station — A holding tank with pumps that forc-
es wastewater uphill when flow by gravity is not possi-
ble.
Reclaimed Water — Highly treated wastewater that
has undergone advanced treatment processes to re-
move solids, organics, and pathogens meeting the
State's Health and Safety Standards for Beneficial
Reuse.
SSO — Acronym for "sanitary sewer overflow"
TSS — Total Suspended Solids — Particles suspend-
ed in a liquid.
Turbidity - The measurement of the clearness or
cloudiness of a liquid.
Union County Wastewater System
Performance Report 2018-2019

3.0 SYNOPSIS OF WASTEWATER TREATMENT FACILITIES (Fiscal Year 2018-2019)
During the 2018-19 fiscal year the Department of Public Works operated and maintained a total of five (5) active
wastewater treatment facilities and'maintained one (1) inactive facility. Although each Permit requires facility visitation
daily, excluding weekends and holidays, Public Works' wastewater treatment facilities are checked 7 days per week,
365 days per year. All treatment facilities are equipped with emergency back-up power generators. In addition to
SCADA, each facility has both audible and visual trouble alarms. Wastewater treatment plant staff rotate "call duty" for
after hour situations that may arise.
A brief overview of each facility and a performance summary table for each facility is provided herein.
Twelve Mile Creek Water Reclamation Facility
Permit No. NC0085359. Twelve Mile Creek WRF is an extended aeration facility utilizing biological nutrient removal
and tertiary filtration. Disinfection is accomplished via UV (ultraviolet light). Twelve Mile effluent is discharged into
Twelve Mile Creek, which is part of the Catawba River Basin. The facility is permitted to discharge up to 6.0 MGD of
treated wastewater. Twelve Mile Creek WWTP is located at 8299 Kensington Drive and serves Waxhaw as well as
portions of Indian Trail, Stallings and Weddington. Please refer to Table 3-1.
Crooked Creek Water Reclamation Facility
Permit No. NC0069841. Crooked Creek WRF is an extended aeration facility utilizing tertiary filtration. Disinfection is
accomplished via UV (ultraviolet light). Crooked Creek effluent is pumped over 17,000 feet to discharge into the North
Fork Crooked Creek which lies in the Yadkin Pee Dee River Basin. This facility is permitted to discharge up to 1.9
MGD of treated wastewater. Crooked Creek is located at 4015 Sardis Church Road and serves the Indian Trail, Lake
Park and Stallings areas. Please refer to Table 3-2.
Hunley Creek Wastewater Treatment Plant
Permit No. NC0072508. The facility was taken out of service May 10, 2006, via a flow diversion project and remains in-
active. Hunley Creek is located at 6913 Stevens Mill Road. Due to "Inactive Status" of the Hunley Creek WWTP, there
was no data to report to Table 3-3 for fiscal year 2016-2017.
Olde Sycamore Water Reclamation Facility
Permit No. WQ0011928. Olde Sycamore is an extended aeration facility with tertiary filtration. Disinfection is accom-
plished via UV (ultraviolet light). This facility is permitted to discharge up to 0.150 MGD (150,000 per gallons per day)
of treated wastewater. Olde Sycamore was "up -fitted" in early 2012 to improve operating efficiency (reduced electrical
con- sumption) by implementing usage of fine -bubble diffused aeration versus the former "coarse -bubble" aeration.
Olde Syc- amore serves the Olde Sycamore Golf Community located off Highway 218 and Rock Hill Church Road.
Olde Sycamore effluent is discharged to a man-made impoundment from which it is then pumped onto the Olde Syca-
more Golf Course as a source of irrigation. Please refer to Table 3-4.
Tallwood Estates Wastewater Treatment Plant
Permit No.`NC0069523. Tallwood is an extended aeration facility with cloth -disc filtration. Disinfection is accomplished
via UV (ultraviolet light). This facility is permitted to discharge up to 0.05 MGD (50,000 gallons per day) of treated
wastewater. Tallwood plant was replaced in 2013 with a new facility. Tallwood is located within and serves the Tall -
wood Subdivision off Brief Road and Belk Boy Scout Camp. Tallwood effluent is discharged to Clear Creek, which lies
in the Yadkin Pee Dee River Basin. Please refer to Table 3-5.
Grassy Branch Wastewater Treatment Plant
Permit No. NC0085812. Grassy Branch is an extended aeration facility with tertiary filtration. Disinfection is accom-
plished via UV (ultraviolet light). This facility is permitted to discharge up to .05 MGD (50,000 gallons per day) of treat-
ed wastewater. Grassy Branch is located at 1629 Old Fish Road and currently serves the Unionville Elementary, Pied-
mont Middle and Piedmont High School as well as one individual residence, Loxdale Farms Subdivision, and Smith
Field Sub- division. Grassy Branch effluent is discharged to Crooked Creek which lies in the Yadkin Pee Dee River
Basin. Please refer to Table 3-6.
Union County Wastewater System
Performance Report 2018-2019

TABLE 3-1
Twelve Mile Creek Water Reclamation Facility
NPDES Permit #: NC0085359
Fiscal Year: 2018-2019 Effluent Limits and Performance
j `'.L3:)...1 16.0 MGD
I.
3.26
3.21
3.73
3.59
4.50
5.33
5.04
4.39
4.36
4.20
3.77
3.68
.
I '''' -
6-9 SU
7'0
7.5
6.9-7.6
7.2-7.5
7.2-7.4
6.8-7.3
6.2-7.2
6.6-7.2
7.6-
.5
6.9-7.3
7.0-7.3
6.9-7.4
6.9-
7.3
=i,
1;,TY1 :::-: i.{?,`�;''„ .•` :; r.i.T , 1
5 mg/I
0.652
0.308
1.05
0.760
-
-
-
-
-
4.52
3.59
.323
j',ti•i:r:nzN 1, ' Yol I -• . '•' { "!; 1
10 mgll
-
-
-
3.35
1.8
2.42
0.85
1.23
-
-
-
1.„ •w>�n-� !
1 mg/I
0.04
0.307
0.006
0.009
-
-
-
-
-
0.15
.063
0
j`Z -w.
2 mg/I
-
-
-
0.020
0.08
0.006
0.035
0
-
-
-
0:1 ='9;5:17P-1"," ' 's: ` 11? j
30 mg/l
1.4
0.49
2.2
0.64
4.55
3.50
6.53
0.805
0.45
8.40
4.5
0
P.-- Z , &:6.1 •• -7 ';'
200/100 m l
6.8
11.8
6.7
• .86
13.51
7.46
25.45
2.617
1.41
3.21
2.35
3.02
t' ` ry` `off x I
> 6 mg/I
8.1
8.1
8.19
8.47
9.04.7
9.38
.9.61
9.6
9.56
9.1
8.66
8.39
ug/I
3.6
0
0
0
4
0
0
0
0
0
3.7
3.1
ri--21 113.2
�� a J
175.0 ug/I
49
57
66
0
34
32
44
49
28
50
45
49
15a.11 •02LIC P17,03 _ • 141.7 #/day
-T
4.5
8.73
6.84
9.4
10.32
21.78
19.25
4.57
13.83
28.72
36.12
17.9
o r i��oL(Lf(r�^rJ y a �a120.85#Iday
3.36
4.03
4.11
4.81
5.56
7.15
8.38
8.35
9.34
11.07
14.01
25.4
Permit Violations:
-
fecal
11/18 Weekly fecal; 01/19 Weekly
Union County Wastewater System
Performance Report 2018-2019

TABLE 3-2
Crooked Creek Water Reclamation Facility
NPDES Permit #: NC0069841
Fiscal Year: 2018-2019 Effluent Limits and Performance
:- t . ,,,1 - -
1.900 MGD
0.97
.922
1.10
1.10
•
1.45
0.69
1.08
1.55
1.49
1.47
1.06
1.16
-1 °
6-9 SU
6.9-7.9
6.4-8.1
6.7-7.6
6.6-7.5
7.0-7.5
6.7-7.4
6.9-7.7
6.8-7.6
6.9-7.6
7.0-7.7
7.0-7.6
7.0-7.4
. .
-: '
i'-
17 ug/I
0
0
0
0
0
0
0
0
0
0
0
0
--
r� 9un= .,. 7s'../ r-s c°J�
£c: :. 0)
5 mg/I
1.94
0.98
0.525
0.97
-
-
-
-
-
0.17
0.74
0.74
I.,.G, ,,175 a): J-'1'=-M.'41
10 mg/I
-
-
-
-
1.46
2.2
18.07
0.16
0
-
-
-
__ __. __i7 -- '
2 mgll
0
0.026
0.04
0.024
-
0
0
0.009
k;� :R � .
4 mg/I
0.012
0
0.03
0.009
0
U.•W('1',v{•teX•;,k" R _ ° C ,
30 mg/I
11.96
6.78
3.72
7.96
4.19
4.89
51.43
2.03
0
0
10.84
[_ sl^,;t„cY' L;. o ,s
200/100 ml
65.83
159.51
43.45
42.14
13.62
5.96
7.3
3.04
2.08
29.73
2.37
20.16
_ l� c)' 'j `
> 6 mg/I
8.08
7.83
8.2
8.74
9.53
10.07
10.15
10.14
10.32
9.47
8.63
8.39
Permit Violations:
Weekly Ammonia ; 01/19 Weekly & Monthly BOD, Weekly & Monthly TSS, Monthly TSS Removal ; 04/19 Weekly BOD
10/18 Weekly BOD, Weekly TSS,
Union County Wastewater System
Performance Report 2018-2019

TABLE 3-3
Hunley Creek Wastewater Treatment Plant
NPDES Permit #: NC0072508
Fiscal Year: 2018-2019 Effluent Limits and Performance
0.231 MGD
17,
E113 rri�
DISSOLVED OXYGEN
6-9 SU
20 ug/I
5 mg/I
10 mg/I
2 mg/I
4 mg/I
30 mg/I
200/100 ml
>5mg/I
Hunley Creek WWTP
is currently not in service.
This facility was listed as inactive as of May 2006;
therefore, there is no data reported for this fiscal
year
Permit Violations:
No violations for fiscal year
Union County Wastewater System
Performance Report 2018-2019

. _e
TABLE 3-4
Olde Sycamore Water Reclamation Facility
NPDES Permit #: WQ0011928
Fiscal Year: 2018-2019 Effluent Limits and Performance
Ii 1, i 1 ° ° 0.150 MGD
—
0.042
.038
.049
.054
.071
.071
.068
.061
.061
.056
.047
.052
- —L _
b. , aI6-9
SU
6.0-7.7
6.4-7.6
7.0-7.5
6.5 7.6
6.7-7.7
6.9-7.5
6.8-7.6
6.7-7.5
6.6-7.3
6.6-7.5
6.6-7.7
6.8-7.3
21
10mg/I
0
0
0
0
1.0
2.2
0
0
5.2
0
0
0
r',jicr..71 Mir, 0,4y —14mg/I
0
0
0
0
0
0
0
0
1.06
0
0
0
"fi` '" UaT:xP, ., j
5 mg/I
0
0
0
0
0
1.4
0
0
0
0
0
0
(7r,Li,,,. •
14/100 ml
2
1
2
1
1
1
1
1
1
1
0
0
',..i n,` I<10NTU
0.2
.2
.5
.5
1.8
1.8
.8
.4
.5
.5
.5
.022
Permit Violations: .
violations for the year
There were no reportable
Union County Wastewater System
Performance Report 2018-2019

TABLE 3-5
Tallwood Estates Wastewater Treatment Plant
NPDES Permit #: NC0069523
Fiscal Year: 2018-2019 Effluent Limits and Performance
is•=''..'•' 0.050 MGD
.014
.013
.025
.035
.063
.080
.073
.067
.051
.053
.024
.020
l-::l :
6-9 SU
•
6.6-7.7
7.1-7.8
7-7.7
7.0-7.7
7.3-7.6
6.9-7.6
7.2-7.5
7.6-7.9
6.9-7.8
7.2-7.6
7.1-7.6
Pc;
5 mg/I
0
1.8
0
0
-
-
-
0
0
0
;',°'.,'4 .-'4,7.:3";; ..•```4:K`Z? el
10mg/I
-
-
-
-
0
0
0
0
0
-
-
-
y��2 :i:.1a ms:J: a' zi
r``W.
ubJ'.elulJm
2 mg/l
0
0,
0
.06
-
-
-
-
-
.028
0
0
1 1
4 mg/I
-
-
-
-
.075
0
0
0.407
0
-
ks3'di'4 6zl:-3: =-ll .-:iii ' -7; r .•^ ° '
30 mg/I
0
0
0
0
0
.06
0
0
0
0
0
1.77
1
1.14
1.96
1
5.7
1
1
1
1
1.64
1
1
t:101,C ;T1 1200/100
ml
Gol,%ir747
> 6 mgll
6.9
7.1
7.23
7.18
7.95
9.05
10.6
10.43
9.94
8.84
7.87
8.27
1
Permit Violations: 08/18 Weekly BOD
; 11/18 Monthly Flow ; 12/18 Monthly Flow ; 01/19 Monthly Flow ; 02/19 Monthly Flow ; 03/19 Monthly Flow
Union County Wastewater System
Performance Report 2018-2019

TABLE 3-6
Grassy Branch Wastewater Treatment Plant
NPDES Permit #: NC0085812
Fiscal Year: 2018-2019 Effluent Limits and Performance
•, =t; ".. 0.050 MGD
-.05
.033
.050
.056
.087
.106
.081
.070
.067
.064
.040
.031
6-9 SU
6.7-
8.0
6.8-
7.5
6.9-
7.6
7.0-
7.5
7.0-
8.0
7.1-
9.9
7.0-
8.8
6.3-
7.7
6.6-
7.6
7.3-
7.9
7.1-
7.8
6.9-
7.6
,;;. 17 ug/I
•
0
0
0
0
0
0
0
0
0
0
0
0
f: ':-u `5 mg/1
sq
C:L _ :t_1fi;___
.42
0
2.07
1.36
-
-
-
-
-
24.8
1.05
0
_
10
-
-
-
-
4.37
8.12
7.64
6.82
5.27
-
-
-
2 mg/1
_ _
.02
.125
.825
.182
2.0
1.32
0
riY=� == 4 mg/1
giI:f'J(�-
.382
4.86
1.05
1.52
1.57
-
-
3.12
2.4
5.35
1.3
1.27
7.6
8.7
5.3
7.9
22.3
0
0
03'.1!- Lar = _i D 5 ; 30 mg/1
�r %"a,:e,57i :%1 200/100 MI
i. -
12.37
11.4
2
243.8
87.62
171.5
4
1448.
_ 5
12.38
67.22
5.63
14.09
7.45
1.73
k14. 2ti DrCe - ii •°° ' > 6 mg/I
,
7.04
7.06
7.61
8.5
8.23
30.5
12.25
11.09
1 34
9.02
827
8.56
Permit Violations: 09/18 Monthly Flow, Monthly Fecal ; 10/18 Monthly Flow, 3 Weekly Fecal ; 11/18 Monthly Flow, 2 Weekly Fecal ; 12/18 Monthly
Flow, Monthly & Weekly BOD, Monthly & Weekly Ammonia ; 01/19 Monthly Flow, Weekly BOD, Weekly Fecal ; 02/19 Monthly Flow, Weekly Fe-
cal ; 03/19 Monthly Flow
Heavy rainfall for several months resulted in repeated plant upsets which contributed to several compliance violations. Inflow and infiltration remediation
work carried out by UCPW staff has greatly reduced the chance of this occurring again.
Union County Wastewater System
Performance Report 2018-2019

4.0 BIOSOLIDS MANAGEMENT (Fiscal Year 2018-2019)
Biosolids are managed and disposed of in accordance with Permit No's. WQ0007486 issued by the North Carolina De-
partment of Environmental Quality and ND0089044 issued by South Carolina Department of Health and Environmental
Control. Biosolids are stored at both the Crooked Creek and Twelve Mile Creek WRFs. The solids are aerobically digest-
ed and then applied as "fertilizer" to permitted sites. The solids are considered stabilized and thus suitable for land appli-
cation when the volatile solids content is reduced by 38%. If this 38% volatile solids reduction cannot be achieved, then
alkaline stabilization, injection or incorporation is employed to insure permit compliance. Union County Public Works,
through its biosolids contractor, land applied approximately 7.05 million gallons of biosolids, which equates to 1,153 dry
tons.
5.0 SYNOPSIS OF WASTEWATER COLLECTION SYSTEM (Fiscal Year 2018-2019)
Permit No. WQCS00054. UCPW currently operates and maintains over 700 linear miles of sewer mains (Combined
gravity and force mains) and 80 wastewater pumping stations providing service to population of approximately 106,923
customers. All pump stations are equipped with both audible and visual alarms as well as either automated telephone
dialers (ATD) or telemetry which alert staff when alarm conditions are present. Inspections of all pump stations meet or
exceed State re-quirements. Emergency auxiliary power is provided to all stations via portable or permanent mounted
generators. Un- ion County personnel are on call rotation and available 24 hours a day, 7 days a week, and 365 days a
year.
Public Works is required by State permit to clean a minimum of 10% of the collection system annually to prevent and/or
reduce backups and overflows. Staff has consistently surpassed that requirement, cleaning more than the required 10%.
UCPW cleaned approximately 11 % (66.52 miles of 622 total gravity miles) of the collection system last year. Staff also
conducts inspections of the collection system with the utilization of underground closed-circuit television (CCTV) inspec-
tion equipment. These cleaning and inspection efforts allow staff to determine areas in the system that require repairs or
increased maintenance to provide the proper service to our customers. During 2019 staff has implemented an off-street
cleaning team to address areas to remote parts of the system.
FOG (Fats, Oils, and Grease) program is aimed at reducing grease -related back-ups and overflows by educating the
public of the hazards associated with the disposal of grease and grease related by-products into the wastewater system.
Union County Public Works has also developed a comprehensive list of food service establishments (FSE) and commer-
cial establishments. This effort has resulted in developing an important and successful grease trap inspection and en-
forcement program ensuring that restaurants and other food preparation facilities properly maintain grease traps and in-
terceptors.
This fiscal year, 424 of 424 FSEs have been inspected, including 34 Union County public schoolfacilities.
Nf3
TE Ne
sip
.:li__.
351,252
82,565
502,248.3
66.52
15.6
95.12
622
622
124
Union County Wastewater System
Performance Report 2018-2019

Utility easements and right-of-ways are maintained by UCPW staff to ensure access for staff and equipment to conduct
routine maintenance as well as respond to emergencies, such as sanitary sewer overflows. The easements require
round-the-clock access and should not be impeded by structures such as pools (above or below ground), buildings, etc.
as well as gardens, trees, shrubs, plantings, fences, etc. Public Works staff inspects and conducts necessary mainte-
nance, including mowing, to these easements and right-of-ways once a year.
An Easement Awareness, Education, and Enforcement Program has been established to improve accessibility to
UCPW's sanitary sewer easements. This is accomplished by educating customers on the allowable uses of the ease-
ment and describing prohibitions, as well as procedures regarding enforcement when it is required for access.
High priority lines such as aerial creek crossings, lines subject to erosion and/or problematic areas are visually inspected
at a minimum semi-annually. High priority lines are inspected more frequently after periods of heavy rain and flooding.
UCPW maintains emergency response equipment in a ready state at all times. This emergency equipment varies in na-
ture from spare electrical parts and plumbing supplies, to vacuum trucks, pumps, and backhoes. Workers safety is of
utmost importance. Safety equipment such as night lighting, gas monitors, trenching and shoring equipment, and reflec-
tive cones/signs are always readily available.
UCPW continuously works to improve its infrastructure and service provided to its customers. This involves consistent
inspections and system examinations to ensure that our system is operating properly. Additionally, Union County has
Capital Improvement Projects (CIP) to identify and correct deficiencies within the wastewater system. Below is a sample
of projects:
Union County Wastewater System
Performance Report 2018-2019

12 Mile Creek WRF Expansion
Union County Public Works is in the process of upgrading the 12 Mile Creek Water Reclamation Facility. The project
involves various advancements to the plant, taking the treatment capacity from 6.0 million gallons per day (MGD) to 7.5
MGD.
These improvements will increase the treatment capacity of the plant to meet future short-term anticipated wastewater
flows. The proposed improvements will also prepare the facility for future expansions: first to 9.0 MGD, and then to 12.0
MGD. Those expansion projects will meet the projected long-term wastewater treatment needs for southwestern portion
of the County.
The expansion project includes:
Upgrade and expansion of the influent pump station
Replacement of the existing preliminary treatment facility with a new grit removal and odor control system
Conversion of the existing biological treatment process to a diffused aeration system to enhance biological nutrient
removal and provide additional capacity
Replacement of the effluent disinfection system with a new high efficiency ultraviolet disinfection process
Construction of a new residuals handling facilities which serves to stabilize and dewater the residual solids pro-
duced in the treatment process
The County awarded the contract to Adams Robinson Enterprises, Inc. in the amount of $36,673,000.00, which is the
County's largest capital improvement project in the last two decades.
Construction began September 2016 and is targeted for completion in fall of 2019.
{
Union County Wastewater System
Performance Report 2018-2019

Ongoing Sanitary Sewer Evaluation Studies
Studies are being done throughout the collection system to identify problems, conduct flow monitoring, and need for
rehabilitation.
• Tallwood WRF basin — A contract was issued to address I&I re- pairs needed in this basin. The work was com-
pleted in June of the FY19 budget year.
• Crooked Creek WRF Basin — A significant inflow and infiltration, (MI) study has been underway since FY17.
The project has identified areas of I&I entering the system and a contract was issued to repair these defects.
The work started in FY19 with the use of CIP funds.
• Grassy Brach WRF Basin — UCPW has worked extensively with UCPS staff to eliminate SSO's in the basin.
During FY18 Piedmont High, School completed construction repairs during summer break to reduce (I&I). Ef-
forts are continuing into FY20 to continually reduce the impacts of (I&I). We currently have 5 micro meters in-
stalled to monitor any (I&I) during FY19/20. 42 manholes were repaired during FY19 along the trunk line to the
WRF with the use of chemical grout.
Crooked Creek WRF Headworks Improvements
The project was completed in May 2019. The project includes the construction of a new headworks facility, influent pump
station, three million gallon flow equalization tank, and appurtenant yard piping, mechanical, and electrical system im-
provements. Construction of the flow equalization tank allows for greater operational control of the facility and offsets the
need to expand treatment capacity to handle peak flows that occur on an irregular basis or for short time periods during
any given day. Improvements to the head- works and influent pumping facilities ensure adequate capacity to convey in-
coming flows is available and reduces the risk of sanitary sewer overflows at the plant site and in the upstream collec-
tions system.
Union County Wastewater System
Performance Report 2018-2019

During the Fiscal Year 2018-2019, Union County's wastewater system collected and conveyed approximately 3.66 billion gallons of
wastewater. There were fifteen (36) sanitary sewer overflows with a combined estimated volume of 151,572 gallons that occurred within
the collection system. Union County Public Works conveyed 99.996% of the total volume of wastewater without incident.
Sanitary Sewer Overflow Report
DATE
MH ID#
ADDRESS
WATER BODY
VOUME DATA
TOTAL
VOLUME
(GALS)
PRIMARY CAUSE
OF SSO
SECONDARY
CAUSE OF
SSO
(IF ANY)
GALLONS TO
SURFACE
WATERS
GALLONS
ON GROUND
09/05/18
2433
14600 E Independence Blvd
No Water Body Affected
0
450
450
Debris in line
09/16/18
2700
4720 Monroe Ansonville Rd
• Meadow Branch
6,420
6,420
Hurricane Florence
Inflow
09/16/18
Funderburk Pump Station
630 Funderburk Rd
Spring Branch
2,175
0
2,175
Hurricane Florence
Inflow
09/16/18
7456
910 Sharon Dr
Rone Branch
13,500
0
13,500
Hurricane Florence
Inflow
09/16/18
2724-2728
1629 Old Fish Rd
Grassy Branch
16,250
0
16,250
Hurricane Florence
Inflow
09/16/18
3196
6737 First Ave
Crooked Creek
2,100
0
2,100
Hurricane Florence
Inflow
09/16/18
6384
5502 Poplin Rd
North Fork Crooked Creek
23,250
0
- 23,250
Hurricane Florence
Inflow
09/16/18
3521-3522
3411 Brooktree Ln
South Fork Crooked Creek
10,800
0
10,800
Hurricane Florence
Inflow
09/16/18
3202
4611 Jacqueline Dr
South Fork Crooked Creek
1,650
0
1,650
Hurricane Florence
Inflow
09/16/18
2707
3826 Monroe-Ansonville Rd
Rays Fork
1,575 _
0
1,575
Hurricane Florence
Inflow
09/16/18
2646
1409 Hwy 205
Salem Creek
2,250
0
2,250
Hurricane Florence
. Inflow
09/16/18
Suburban Estates 1 Pump Station
100 Blackvine Dr
South Fork Crooked Creek
4,050'
0
4,050
Hurricane Florence
Inflow
09/16/18
5231
4015 Sardis Church Rd
Crooked Creek
3,35D
0
3,350
Hurricane Florence
Inflow
10/11/18
Meadows #1 Pump Station
700 Penny Ln
Austin Branch
0
300
300
Hurricane Michael
Inflow
10/11/18
Olde Sycamore PS #3
Olde Sycamore PS #3
Duck Creek
0
207
207
Hurricane Michael
Inflow
11/12/18
Funderburk Pump Station
630 Funderburk Rd
Spring Branch
780
0
780
Severe Weather/Rain
Inflow
11/15/18
2406
4015 Sardis Church Rd
Crooked Creek
480
0
480
Severe Weather/Rain
. Inflow
11/15/18
2725
1629 Old Fish Rd
Grassy Branch
14,100
0
14,100
Severe Weather/Rain
Inflow
11/26/18
30258
1026 Angora Ct
No Water Body Affected
0
450
450
Debris in line
11/26/18
Septic Tank
205 Carl's Rd
No Water Body Affected
0
450
450
Septic Tank Failure '
12/09/18
2724
1629 Old Fish Rd
Grassy Branch
4,500
0
4,500
Severe Weather/Rain
Inflow
12/20/18
2731
1629 Old Fish Rd
Grassy Branch
2,850
0
2,850
Severe Weather/Rain
Inflow
02/09/19
14294
4048 Henshaw Rd
12mile Creek
1,000
2,000
3,000
Debris in line
02/12/19
Loxdale Pump Station
Fallen Leaf Court
No Water Body Affected
0
225
225
Pump Failure
02/22/19
2406
4015 Sardis Rd
Crooked Creek
900
0
900
Severe Weather/Rain
Inflow
02/26/19
Pipeline
6214 South Providence Road
Davis Branch
450
50
500
Air Relief Failure
03/03/19
2406
4015 Sardis Rd
Crooked Creek
2,100
0
2,100
Severe Weather/Rain
Inflow
03/20/19
Eastside 3 Pump Station
1409 Hwy 205
No Water Body Affected
0
50
• 50
By-pass Hose Leak
04/13/19
12563
6600 Stoney Creek
Goose Creek
13,000
• 500
13,500
Pump Station Failure
04/13/19
2406
4015 Sardis Rd
Crooked Creek
12,000
0
12,000 .
Severe Weather/Rain
Inflow
05/18/19
Pipeline
2103 Lytton Ln
West Fork 12mile
2,960
0
2,960
Pipe Failure
05/23/19
Pipeline
706 White Oak Drive
North Fork Crooked Creek
1,500
0
1,500
Pipe Failure
05/28/19
Pipeline
2844 Gray Fox Rd
South Fork Crooked Creek
1,500
0
1,500
Hit Force Main
06/01/19
Pipeline
3826 Monroe-Ansonville Rd
No Water Body Affected
0
500
500
Air Relief Failure
06/04/19
Pipeline
3827 Monroe-Ansonville Rd
No Water Body Affected
0
500
500
Air Relief Failure
06/20/19
Eastside 3 Pump Station
1409 Hwy 205
No Water Body Affected
0
400
400
Pump Station Failure
1
•..m
TOTAL SPILLS
TOTAL ANNUAL VOLUMES
MILES OF PIPE IN SYSTEM -
105,490
700
6082
'
Reportable SSO's PER 100 MILES
4.14
Union County Wastewater System
Performance Report 2018-2019

For questions concerning this Wastewater System Performance Summary or additional information please contact
UCPW:
[phone]
Or write to:
Union County Public Works
500 North Main Street, Suite 600
Monroe, NC 28112-4730
This document can also be viewed at:
Union County Wastewater System
Performance Report 2018-2019

Water Resources
ENVIRONMENTAL QUALITY
-
RAT
R.RY
Governor
DONALD R. VAN DER VAART
• Secretary
S. JAY ZIMMERMAN
Director
. March 4, 2016
Mr. Richard McMillan, Assistant Public Works Director
Union County Public Works
500 N. Main Street, Suite 500,
Monroe, North Carolina 28112
Subject: Compliance Evaluation Inspection
Union County Collection System
Permit No. WQCS00054
Union County, North Carolina
Dear Mr. McMillan:
Enclosed is a copy of the Compliance Evaluation Inspection Report for the inspection
conducted at the subject facility on February 23, 2016 by Mr. Barry Love, Roberto Scheller and
Wes Bell of this Office. ' Your assistance and that of Mr. Greg Morgan and Danny Smith was
greatly appreciated.
Please. take special note of summary and the comments in each section of the inspection
report for areas which may need to be addressed. No obvious problems were found on the day of
inspection. Hopefully, the installation of the flow meters will shed some light on where :the
inflow may be occurring. - The inspection report should be self-explanatory; however, should you
have any questions concerning this report, please do not hesitate to contact Mr. Love at (704)
235-2143.
Sincerely,
W. Corey Basinger, Regional Supervisor
Mooresville Regional Office .
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
Attachment: Inspection Report — February 2016
MRO file
PERCS
Greg Morgan - Union County
Danny L. Smith - Charlotte Water
State of North Carolina I Environmental Quality I Water Resources I Water Quality Regional Operations.
Mooresville. Regional Office' 610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704 663 1699

v

P
Compliance Inspection Report
Permit: WQCS00054 Effective: 07/01/15 Expiration: 06/30/23 Owner : Union County
SOC: Effective: Expiration: Facility: Union County Collection System
County: Union PO Box 987
Region: Mooresville
Contact Person: Bobby Banks
Directions to Facility:
Title: Phone: [phone]
System Classifications: CS3,
Primary ORC: Certification: Phone:
Secondary ORC(s):
Gregory Wayne Morgan
On -Site Representative(s):
Related Permits:
989865
704-507-0372
NC0024970 Charlotte Water - McAlpine Creek WWTP
NC0024333 City of Monroe - Monroe WWTP
NC0085812 Union County - Grassy Branch WWTP
NC0069523 Union County - Tallwood Estates WWTP
NC0085359 Union County - Twelve Mile Creek WWTP
NC0069841 Union County - Crooked Creek WWTP #2
Inspection Date: 02/23/2016 Entry Time: 10:OOAM Exit Time: 01:OOPM
Primary Inspector: Barry F Love Phone: [phone] Ext.263
Secondary Inspector(s):
Reason for Inspection: Other Inspection Type: Collection System Inspect Non Sampling
Permit Inspection Type: Collection system management and operation
Facility Status: Compliant [D Not Compliant
Question Areas:
111 Miscellaneous Questions III Manhole Lines
(See attachment summary)
Page: 1

Permit: WQCS00054 Owner - Facility: Union County
Inspection Date: 02/23/2016 Inspection Type : Collection System Inspect Non Sampling Reason for Visit: Other
Inspection Summary:
The Grassy Branch section of the collection system has been experiencing l&I problems lately during high rain events. The
WWTP had experienced a bypass the morning of the inspection, after a night of heavy rain. This inspection was specific to
that section of the system. Mr. Roberto Scheller, Wes Bell, and Barry Love with the Division of Water Resources, MRO,
met with Mr. Richard McMillan, Union County Assistant Director of Public Works, Danny L. Smith, WWTP ORC, Charlotte
Water, and Greg Morgan, Operator of Collection System, Union County. Although the WWTP was bypassing that morning,
the line in the collection system was only about 1/4 full. Several manholes were inspected. Those closer to the VWVfP
showed signs of previous high flow. No problems were observed in those manholes inspected, and no signs of overflow
were observed. Manholes had pans to prevent rainfall from entering. Possible causes of the high flows were discussed, but
no obvious source of inflow was discovered. Union County plans to contract with Frazier Engineering and install flow
meters on different sections of the line to narrow down where the flow may be coming from. _
Page: 2

ti
Permit WQCS00054 Owner - Facility: Union County
Inspection Date: 02/23/2016 Inspection Type : Collection System Inspect Non Sampling Reason for Visit: Other
ENTRANCE RD. TO WVVfP
Manhole
Is manhole accessible?
# Is manhole cover/vent above grade?
Is the manhole free of visible signs of overflow?
Is the manhole free of sinkholes and depressions?
Is manhole cover present?
# Is manhole properly seated?
# Is manhole in good condition?
# Is invert in good condition?
Is line free -flowing and unrestricted in manhole?
Is manhole free of excessive amounts of grease?
Is manhole free of excessive roots?
Is manhole free of excessive sand?
Is manhole's extended vent screened?
Are vents free of submergence?
Are manholes free of bypass structures or pipes?
Yes No NA NE
II ❑ ❑ ❑
❑ ❑•❑
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Comment: Pipe was about 1/4 full and free flowing. Debris coating was on steps and sides up to about'1.5
ft. from the top. No problems were observed. A pan was in the top to catch any rainwater that
may enter.
1ST UPSTREAM OF VVVVfP
Manhole
Is manhole accessible?
# Is manhole cover/vent above grade?
Is the manhole free of visible signs of overflow?
Is the manhole free of sinkholes and depressions?
Is manhole cover present?
# Is manhole properly seated?
# Is manhole in good condition?
# Is invert in good condition?
Is line free -flowing and unrestricted in manhole?
Is manhole free of excessive amounts of grease?
Is manhole free of excessive roots?
Is manhole free of excessive sand?
Is manhole's extended vent screened?
Are vents free of submergence?
Are manholes free of bypass structures or pipes?
Yes No NA NE
• ❑ ❑ ❑
❑.❑II❑
▪ ❑ ❑ ❑
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Page: 3

s manhole free of excessive sand?
s manhole free of excessive roots?
s manhole free of excessive amounts of grease?
,uoglpuob pooh ul penul sl #
,uogipuoo pooh ul aloyuew sl #
,palees /tiJadaid aloquew sl #
auasaid.ianoo aloquew sl
Is the manhole free.of sinkholes and depressions?
Is the manhole free of visible signs of overflow?
# Is manhole cover/vent above grade?
6alglsseooe aloyuew sl
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
❑. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
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Line was about a quarter full and free flowin
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Are manholes free of bypass structures or pipes?
Are vents free of submergence?
(A N N
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s manhole free of excessive amounts of grease?
s line free -flowing and unrestricted in manhole?
Luoglpuoo pooh ul paw si #
,uoglpuoo pob6 ui aloyuew sl #
opeleas Aliadad aloyuew sl #
Is the manhole free of sinkholes and depressions?
Is the manhole free of visible signs of overflow?
# Is manhole cover/vent above grade?
■ ■ ■ ■ ■ ■ ■ ■ ■ ■ .. . ■. ■ ■
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
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910Z/EZ/Z0 :step uotedsul
Inspection Type : Collection System Inspect Non Sampling
:;Isin Jo; uoseea
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49o00SCOM :;tamed
/quno3 uoiun - Jeumo

Permit: WQCS00054 Owner - Facility: Union County
Inspection Date: 02/23/2016 Inspection Type : Collection System Inspect Non Sampling Reason for Visit: Other
Are vents free of submergence?
Are manholes free of bypass structures or pipes?
Comment: Line was free flowing andabout1/4 full of yellow tinted flow. Manhole was somewhat clean
without evidence of high flows.
BELOW DEVELOPMENT -
Manhole
Is manhole accessible?
# Is manhole cover/vent above grade?
Is the manhole free of visible signs of overflow?
Is the manhole free of sinkholes and depressions?
Is manhole cover present?
# Is manhole properly seated?
# Is manhole in good condition?
# Is invert in good condition?
Is line free -flowing and unrestricted in manhole?
Is manhole free of excessive amounts of grease?
Is manhole free of excessive roots?
Is manhole free of excessive sand?
Is manhole's extended vent screened?
Are vents free of submergence?
Are manholes free of bypass structures or pipes?
▪ ❑ ❑ ❑
• ❑ ❑ ❑
Yes No NA NE
▪ ❑ ❑ ❑
■ ❑❑❑
▪ ❑ ❑ ❑
❑•❑ ❑
IN ❑ ❑ ❑
• ❑ ❑ ❑
• ❑ ❑ ❑
111000
▪ ❑ ❑ ❑
▪ ❑❑❑
• ❑ ❑ ❑
■ ❑❑❑
▪ ❑•❑ ❑
• ❑ ❑ ❑
▪ ❑ ❑ ❑
Comment: Pipe was about 1/5 full and free flowing with mostly clear water. No problems were observed
inside the manhole. Some erosion was occurring outside the manhole.
Page: 7

CERTIFIED MAIL: 7015 1520 0002 8376 2135
RETURN RECEIPT REQUESTED
Mark Watson, County Manager
Union County
500 N Main St
Ste 918
Monroe, NC 28112
August 22, 2019
SUBJECT: NOTICE OF VIOLATION & INTENT TO ISSUE CIVIL PENALTY
Tracking No.: NOV-2019-DV-0347
Sanitary Sewer Overflows - July 20.19
Collection System Permit No. WQCS00054
Union County Collection System
Union County
Dear Mr. Watson:
A review has been conducted of the self -reported Sanitary Sewer Overflows (SSO's) 5-Day Report/s submitted by
Union County. The Division's Mooresville Regional Office concludes that the Union County violated Permit Condition
I (2) of Permit No. WQCS00054.by failing to effectively manage, maintain, and operate their collection system so
that there is -no SSO (Sanitary SewerOverflow)to the land or surface waters and the SSO constituted- making an -
outlet to waters of the State for purposes of G.S. 143-215.1(a)(1), for which a permit is required by G.S.
143-215.1.
The Mooresville Regional Office is providing the Union County an opportunity to provide evidence and justification
as to why the Union County should not be assessed a civil penalty for the violation(s) that are summarized below:
Total Vol
Total Surface
Incident Start Duration Vol Water
Number Date (Mins) Location Cause (Gals) (Gals) DWR Action
201901141 7/7/2019 27 2103 Lytton Lane Pump station 500 500 Notice of Violation
equipment failure
201901233 7/14/2019 340 5012 Lydgate Drive Debris in line
8,500
Notice of Violation
Intent to enforce
Insufficient info on how
8500 gallons did not
reach the stream

Incident Start Duration
Number Date — (Mins) Location
Cause
Total
Vol
(Gals)
Total Vol
Surface
Water
(Gals) DWR Action
201901280 7/23/2019• 225 4015. Sardis Church Severe Natural . 9,000. 9,000 Notice of Violation
Road Condition Intent to enforce
201901288 7/25/2019 100 211 Cupped Oak Drive Pipe Failure (Break) 2,500 500 Notice of Violation
This Notice of Violation / Notice of Intent to Enforce (NOV/NOI) is being issued for the noted violation. Pursuant
to G.S. 143-215.6A, a civil penalty of not more than twenty-five thousand dollars ($25,000.00) may be assessed
against any person who violates or fails to act in accordance with the terms, conditions, or requirements of any
permit issued pursuant to G.S. 143-215.1.
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CERTIFIED MAIL° RECEIPT
Domestic Mail Only
For delivery information, visit our website at wtvwuspsaom®.`
Extra Services & Fees (check box, add$fee as a=
Retum Receipt (hardcopy)
❑ Return Receipt (electronic) $
El Certified Mall Restricted Delivery $
Adult Signature Required $
Adult Signature Restricted Delivery $
Postage
To
$
Se
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UNION COUNTY
500 N. MAIN STREET
SUITE 918
MONROE NC 28112
ATTN: MARK WATSON, CO. MANAGER
Dwr/mm 8/22/19
PS Form 3800 April 2015 PSN 7530 02.00o 90474
atice, in writing, within 10 business days of its
causes of non-compliance, remedial actions, and all other
nations. The response to this correspondence will be
rill also be based on volume spilled, volume reaching surface
i, fish kills or recreational area closures. Other factors
laity are the violator's history of non-compliance, the cost of
ial and whether money was saved by non-compliance.
:ontact Michael Meilinger or me in the Mooresville Regional
2,[e-mail] or [e-mail].
iigned by:
:681 AF27425...
.Basinger, Regional Supervisor
'ality Regional Operations Section
le Regional Office
f Water Resources, NCDEQ
See Reverse for Instructions

INO aTI C`AROLINA;i
Envtron ifaf O al1ty
CERTIFIED MAIL: 7015 1520 0002 8376 2180
RETURN RECEIPT REQUESTED
September 06, 2019
Mark Watson, County Manager
Union County
500 N Main St
Ste 918
Monroe, NC 28112
SUBJECT: NOTICE OF VIOLATION & INTENT TO ISSUE CIVIL PENALTY
Tracking No.: NOV-2019-DV-0355
Sanitary Sewer Overflows - August 2019
Collection System Permit No. WQCS00054
Union County Collection System
Union County
Dear Mr. Watson:
A review has been conducted of the self -reported Sanitary Sewer Overflows (SSO's) 5-Day Report/s submitted by
Union County. The Division's Mooresville Regional Office concludes that the Union County violated Permit Condition
I (2) of Permit No. WQCS00054 by failing to effectively manage, maintain, and operate their collection system so
that there is no SSO (Sanitary Sewer Overflow) to the land or surface waters and the SSO constituted making an
outlet to waters of the State for purposes of G.S. 143-215.1(a)(1), for which a permit is required by G.S.
143-215.1.
The Mooresville Regional Office is providing the Union County an opportunity to provide evidence and justification
as to why the Union County should not be assessed a civil penalty for the violation(s) that are summarized below:
Total Vol
Total Surface
Incident Start Duration Vol Water
Number Date (Mins) Location Cause (Gals) (Gals) DWRAction
201901354 8/13/2019 15 Behind 5012 Lydgate Debris in line 150 20 No Further Action
Dr.
201901430 8/23/2019 990 4015 Sardis Church Rd. Severe Natural
Condition
6,750 6,750 Notice of Violation
Intent to Enforce

-o c
21,
CT fdl.
immomMIM
IMMEMENEMINI
This Notice of Violation / Notice of Intent to Enforce (NOV/NOI) is being issued for the noted violation. Pursuant
to G.S. 143-215.6A, a civil penalty of not more than twenty-five thousand dollars ($25,000.00) may be assessed
against any person who violates or fails to act in accordance with the terms, conditions, or requirements of any
permit issued pursuant to G.S. 143-215.1.
This office requests that you respond to this Notice, in writing, within 10 business days of its
receipt. In your response, you should address the causes of non-compliance, remedial actions, and all other
actions taken to prevent the recurrence of similar situations. The response to this correspondence will be
considered in this process. Enforcement decisions will also be based on volume spilled, volume reaching surface
waters, duration and gravity, impacts to public health, fish kills or recreational area closures. Other factors
considered in determining the amount of the civil penalty are the violator's history of non-compliance, the cost of
rectifying the damage, whether the spill was intentional and whether money was saved by non-compliance.
If_vou haves anti a _ _ - -
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\ CERTIFIED, MAIL® RECEIPT
DomesticMail Only
For'delivery information, yisit'our'website'at www.usps.coma.,
Certified Mail Fee 211)
$ l('
Extra Services & Fees (check box, add fee as appropriate)
❑ Return Receipt (hardcopy) $
❑ Return Receipt (electronic) $
❑ Certified Mail Restricted Delivery $
❑Adult Signature Required $
❑ Adult Signature Restricted Delivery $
Postage
UNION COUNTY PUBLIC WORKS
500 NORTH MAIN STREET
SUITE 918
MONROE NC 28112
A N: MARK WATSON, COUNTY MGR.
dwr/mm 9/9/19
•
contact Michael Meilinger or me with the Water Quality Section
Dr via email at michael.meilingerCancdenr.gov or
yr
uSigned by:
C681AF27425...
v Basinger, Regional Supervisor
uality Regional Operations Section
ille Regional Office
of Water Resources, NCDEQ
PS Form 3800, April 2015 PSN 7520-02-000-9047 See Reverse for. Instructions,

FILE
ROY COOPER
Governor
MICHAEL S. REGAN•,�� ;�.*rer'
Secretary "*£� 4
LINDA CULPEPPER NORTH CAROLINA
Director Environmental Quality
CERTIFIED MAIL: 7016 1370 0000 2596 0764
RETURN RECEIPT REQUESTED
June 20, 2019
Mark Watson, County Manager
Union County
500 N Main St
Ste 918
Monroe, NC 28112
SUBJECT: NOTICE OF VIOLATION & INTENT TO ISSUE CIVIL PENALTY
Tracking No.: NOV-2019-DV-0257
Sanitary Sewer Overflows - May 2019
Collection System Permit No. WQCS00054
Union County Collection System
Union County
Dear Mr. Watson:
A review has been conducted of the self -reported Sanitary Sewer Overflows (SSO's) 5-Day Report/s submitted by
Union County. The Division's Mooresville Regional Office concludes that the Union County violated Permit Condition
I (2) of Permit No. WQCS00054 by failing to effectively manage, maintain, and operate their collection system so
that there is no SSO (Sanitary Sewer Overflow) to the land or surface waters and the SSO constituted making an
outlet to waters of the State for purposes of G.S. 143-215.1(a)(1), for which a permit is required by G.S.
143-215.1.
The Mooresville Regional Office is providing the Union County an opportunity to provide evidence and justification
as to why the Union County should not be assessed a civil penalty for the violation(s) that are summarized below:
Total Vol
Total Surface
Incident Start Duration Vol Water
Number Date (Mins) Location Cause (Gals) (Gals) DWRAction
201900955" 5/18/2019 1,050 2103 Lytton Lane Pipe Failure (Break) 2,960 2,960 Notice of Violation
w/ Intent to Enforce
201900966 5/23/2019 75 706 White Oak Drive Pipe Failure (Break)
1,500 1,500 Notice of Violation
201900977 5/28/2019 70 2844 Gray Fox Road Other, Pipe Failure
(Break)
1,500 1,500 Notice of Violation
Nc rtt Ca ro;3ca Department cf Env •onm.entai Quemy I D v awn of Water Resources
r-v.:,.._Regions ;Offt,ce 181DRea Center Ave u.e,Sut-?011 hfnrl„f „NorthCsrchns28115
704 . -13 9

This Notice of Violation / Notice of Intent to Enforce (NOV/NOI) is being issued for the noted violation. Pursuant
:••:-..,,.,mot+,, „f not rt tnr-P than twenty-five thousand dollars ($25,000.00) may be assessed
price with the terms, conditions, or requirements of any
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ce, in writing, within 10 business days of its
Ises of non-compliance, remedial actions, and all other
ions. The response to this correspondence will be
also be based on volume spilled, volume reaching surface
sh kills or recreational area closures. Other factors
ty are the violator's history of non-compliance, the cost of
land whether money was saved by non-compliance.
Intact me in the Mooresville Regional Office at 704-663-1699
fined by:
I.
i81 AF27425...
Basinger, Regional Supervisor
ality Regional Operations Section
le Regional Office • .
if Water Resources, NCDEQ
For delivery information, visit our website at w w.us� o
Certified Mail Fee / ?t)
Extra Services & Fees (check box, add fee as appropriate)
❑ Retum Receipt (hardcopy) $
El Return Receipt (electronic) $
❑ Certified Mail Restricted Delivery $ A. /
r3Aduft /',/ Signature Required $ / ^, �r
El Adult Signature Restricted Delivery $
Postage
UNION COUN
500 N. MAIN STR
SUITE 918
MONROE NC 28112
ATTN: MARK WATSON, CO. MANAGER
dwr/cb 6/20/19
( Postmark
Here
PS Form 3800i April 2015 PSN 7530-02-000-9047
North aro na Depertrtt_ntof Environmental-Qt;eirty I Div:son ofWate R s^,urces
Moore v3r R gion's Offoe 1610 Esa writer Avenue,Sute 301 I #.(care :tiar North Carorna Z8115
��•—•� 7y4-6.-1E9.9

CERTIFIED MAIL #: 7015 1520 0002 6880 3976
RETURN RECEIPT REQUESTED
May 21, 2018
Cindy Coto
Union County
500 N Main St
Ste 918
Monroe, NC 28112
SUBJECT: NOTICE OF VIOLATION
Tracking Number: NOV-2018-DV-0153
Sanitary Sewer Overflows - April 2018
Collection System Permit No. WQCS00054
Union County Collection System
Union County
Dear Ms. Coto:
The self -reported Sanitary Sewer Overflow (SSO) 5-Day Report submitted by Union County indicates violations of
permit conditions stipulated in the subject permit and North Carolina G.S. 143-215.1. Violations include failing to;
effectively manage, maintain, and operate the subject collection system so that there is no SSO to the land or
surface waters and making an outlet to waters of the State for purposes of G.S. 143-215.1(a)(1), for which a
permit is required.
Specific incident(s) cited in the subject report include the following:
Incident Start Duration
Number Date (Mins) . Location
Cause
Total Vol
Total Surface
Vol Water
(Gals) (Gals) DWR Action
201800508 4/3/2018 70 2208 Younts Road Debris in line 175 175 Notice of Deficiency
201800597 4/24/2018 60 4004 Sardis Church Rd Inflow and Infiltration 2,000 2,000 Notice of Violation
Remedial actions, if not already implemented, should be taken to correct the above noncompliance.
State of North Carolina I Environmental Quality I Water Resources
610 East Center Avenue, Suite 301, Mooresville, NC 28115
704-663-1699

If you have any questions, please do not hesitate to contact Lon Snider with the Water Quality Section in the
Mooresville Regional Office at 704-663-1699 or via email at [e-mail].
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DocuSigned by:
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orey Basinger, Regional Supervisor
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'esville Regional Office
.'ion of Water Resources, NCDEQ
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State of North Carolina I Environmental Quality I Water Resources
610 East Center Avenue, Suite 301, Mooresville, NC 28115
704-663-1699

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ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
D rector
NORTH CAROLINA
Environmental Quality
CERTIFIED MAIL: 7018-0360-0002-2099-2168.
RETURN RECEIPT REQUESTED
May 28, 2019
Mark Watson, County Manager
Union County
500 N Main St
Ste 918
Monroe, NC 28112
SUBJECT: NOTICE OF VIOLATION & INTENT TO ISSUE CIVIL PENALTY
Tracking No.: NOV-2019-DV-0241
Sanitary Sewer Overflows - April 2019
Collection System Permit No. WQCS00054
Union County Collection System
Union County
Dear Mr. Watson:
FILE
A review has been conducted of the self -reported Sanitary Sewer Overflows (SSO's) 5-Day Report/s submitted by
Union County. The Division's Mooresville Regional Office concludes that the Union County violated Permit Condition
I (2) of Permit No. WQCS00054 by failing to effectively manage, maintain, and operate their collection system so
that there is no SSO (Sanitary Sewer Overflow) to the land or surface waters and the SSO constituted making an
outlet to waters of the State for purposes of G.S. 143-215.1(a)(1), for which a permit is required by G.S.
143-215.1.
The Mooresville Regional Office is providing the Union County an opportunity to provide evidence and justification
as to why the Union County should not be assessed a civil penalty for the violation(s) that are summarized below:
Total Vol
Total Surface
Incident Start Duration Vol Water
Number Date (Mins) Location Cause (Gals) (Gals) DWR Action
201900729 4/13/2019 335 6600 Stoney Creek Pump station
equipment failure
13,500 13,000 Notice of Violation
w/ Intent to Enforce
201900730 4/13/2019 300 4015 Sardis Rd. Severe Natural 12,000 12,000 Notice of Violation
Condition w/ Intent to Enforce
® � North Ca ro Da Depertrn_nt of-cnv.ronn tv aetal Oaa I ay.s,on of Water Fe •uro=s
f
M-oaresvf'e F?g ors' Office i 619 =a2 Center Ave nue.Sule 391 I Moo rw:!'e, North Caro„na 23115
7O4-88S-1399

This Notice of'Violatiori / Notice of Intent to Enforce (NOV/NOI) is being issued for the noted violation. Pursuant
to G.S. 143-215.6A, a civil penalty of not more than twenty-five thousand dollars ($25,000.00) may be assessed
against any person who violates or fails to act in accordance with the terms, conditions, or requirements of any
permit issued pursuant to G.S. 143-215.1.
This office requests that you respond to this Notice, in writing, within 10 business days of its
receipt. In your response, you should address the causes of non-compliance, remedial actions, and all other
actions taken to prevent the recurrence of similar situations. The response to this correspondence will be
considered in this process. Enforcement decisions will also be based on volume spilled, volume reaching surface
waters, duration and gravity, impacts to public health, fish kills or recreational area closures. Other factors
considered in determining the amount of thA ri161 penalty are the violator's history of non-compliance, the cost of
ntional and whether money was saved by non-compliance.
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• 4CC681AF27425...
rey Basinger, Regional Supervisor
Quality Regional Operations Section
ville Regional Office
of Water Resources, NCDEQ
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FILE
ROY COOPER
Governor
MICHAEL S. REGAN
Serrrtary
LINDA CULPEPPER
prrecror
NORTH CAROLINA
Environmental Quality
CERTIFIED MAIL: 7017 2620 0000 6788 4989
RETURN RECEIPT REQUESTED
Mark Watson, County Manager
Union County.
500 N Main St
Ste 91-8
Monroe, NC 28112
April 11, 2019
SUBJECT: NOTICE OF VIOLATION & INTENT TO ISSUE CIVIL PENALTY
Tracking No.: NOV-2019-DV-0194
Sanitary Sewer Overflows - March 2019
Collection System Permit No. WQCS00054
Union County Collection System
Union County
Dear Mr. Watson:
A review has been conducted of the self -reported Sanitary Sewer Overflows (SSO's) 5-Day Report/s submitted by
Union County. The Division's Mooresville Regional Office concludes that the Union County violated Permit Condition
I (2) of Permit No. WQCS00054 by failing to effectively manage, maintain, and operate their collection system so
that there is no SSO (Sanitary Sewer Overflow) to the land or surface waters and the SSO constituted making an
outlet to waters of the State for purposes of G.S. 143-215.1(a)(1), for which a permit is required by G.S.
143-215.1.
The Mooresville Regional Office is providing the Union County an opportunity to provide evidence and justification
as to why the Union County should not be assessed a civil penalty for the violation(s) that are summarized below:
Total Vol
Total Surface
Incident Start Duration Vol Water
Number Date (Mins) Location Cause (Gals) (Gals) DWR Action
201900499 3/3/2019 180 4015 Sardis Church Inflow and 2,100 2,100 Notice of Violation
Road Infiltration, Severe w/ Intent to Enforce
Natural Condition
£aE
North .Caro tr> Department of Eroi.ronrrtentai Qua.rty i D N.t n of iWat r'R sources.
Moore v e F--,' ora; Off.ioe I S10 sa Center Aver:u u.t: 301 I hroor �a, North 0- r•o..na 22.115
7C4c8+3-16a9s

This Notice of Violation / Notice of Intent to Enforce (NOV/NOI) is being issued for the noted violation. Pursuant
to G.S. 143-215.6A, a civil penalty of not more than twenty-five thousand dollars ($25,000.00) may be assessed
against any person who violates or fails to act in accordance with the terms, conditions, or requirements of any
permit issued pursuant to G.S. 143-215.1.
This office requests that you respond to this Notice, in writing, within 10 business days of its
receipt. In your response, you should address the causes of non-compliance, remedial actions, and all other
actions taken to prevent the recurrence of similar situations. The response to this correspondence will be
considered in this process. Enforcement de ,ns will also be based on volume spilled, volume reaching surface
waters, duration and gravity_ �mr,��� ' ;. , fish kills or recreational area closures. Other factors
alty are the violator's history of non-compliance, the cost of
al and whether money was saved by non-compliance.
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intact me in the Mooresville Regional Office at 704-663-1699
gned by:.
B1AF27425...
isinger, Regional Supervisor
ty Regional Operations Section
regional Office
later Resources, NCDEQ
ronrrterlts: QuaSt4 I Db'w�n of Water Fi•=soUrC'
6W6h9WL9 0000 0292 L'LOL �.
�� _•_ r3v:c_ n=_;: nar;)fice $1G Es I s _nterAverius.Su.t? 3 1 I h�•»rr�':'r_,NorthCs. ro �s -3115
t am / 7:41 -Sc3-lcca

ILE
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
CERTIFIED MAIL #: 7017 2620 0000 6788 4880
RETURN RECEIPT REQUESTED
March 25, 2019
Mark Watson, County Manager
Union County
500 N Main St
Ste 918
Monroe, NC 28112
SUBJECT: NOTICE OF VIOLATION
Tracking Number: NOV-2019-DV-0162
Sanitary Sewer Overflows - February 2019
Collection System Permit No. WQCS00054
Union County Collection System
Union County
Dear Mr. Watson:
The self -reported Sanitary Sewer Overflow (SSO) 5-Day Report submitted by Union County indicates violations of
permit conditions stipulated in the subject permit and North Carolina G.S. 143-215.1. Violations include failing to
effectively manage, maintain, and operate the subject collection system so that there is no SSO to the land or
surface waters and making an outlet to waters of the State for purposes of G.S. 143-215.1(a)(1), for which a
permit is required.
Specific incident(s) cited in the subject report include the following:
Incident Start
Duration
Total Vol
Total Surface
Vol Water
Number Date (Mins) Location Cause (Gals) (Gals) DWR Action
201900333 2/9/2019 150 4048 Henshaw Rd Debris in line 3,000 1,000 Notice of Violation
201900401 2/22/2019 45 4015 Sardis Church Rd. Inflow and Infiltration 900 900 Notice of Violation
201900464 2/26/2019 90 6214 S. Providence Other
Road
500 200 Notice of Violation
"
North Caroa,rna Departrn=nt.of E mroramerita Qcat,y I i)ivsaa of Water Rosouro->
Moore tia.[eReg..ra Offs= 1310 _sue Center van>i=,Suze 301 I. b'.>aresvEVo, North Caro+aa 23115
704- a-15a3

r
Remedial actions, if not already implemented, should be taken to correct the above noncompliance.
a written response to this Notice of Violation. Your response is to be received by the regional office
business days following receipt of this violation. Please include any additional documentation about
in the response. The submittal will be considered in determining whether the Division will assess a
the cited violations.
Please submit
within 15
this incident(s)
civil penalty for
If you have any questions, please do not hesitate to contact me in the Water Quality Section in the Mooresville
Regional Office at 704-663-1699 or via email: at,[e-mail].
I(,
uSigned by:
- ,C681 AF27425-.-
I Basinger, Regional Supervisor
iality Regional Operations Section
:FicE a Ile Regional Office
- ?f Water Resources, NCDEQ
•
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U.S. Postal Service'
CERTIFIED MAIL° RECEIPT
`°Domestic Mail Only
For delivery information, visit our website at w ww.usps.com®.
F , F,
Certified Mail Fee , ,C t 0'
$ Extra Services & Fees (check box, add fee as appropriate)
❑ Retum Receipt (hardcopt) $
❑ Retum Receipt (electronic) $
❑ Certified Mall Restdded Delivery $T
['Adult Signature Required $
❑ Adult Signature Restricted Delivery $ -
Postage
-u $
ru Tc
UNION COUNTY
500 N. MAIN STREET
SUITE 918
MONROE NC 28112
ATTN: MARK WATSON, CO. MGR.
dwr/cb 3/26/19
PS Form 3800, April 2015 PSN 7530-02-000-9047
See Reverse for Instructions
ODE
Norte Caro:1na bepart reant of Eny'aon memal Que(ty I• fl vvoreof. Water R e sou roes
Moore R gionaiOffrce.i 610 E'a3 Center :AVe nue,Sute 301-I Moor 34ne.. North Carorna 28115
7C+4ccS-1£95:

FILE
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
CERTIFIED MAIL #: 7016 1370 0000 2591 1575
RETURN RECEIPT REQUESTED
January 30, 2019
Mark Watson
Union County
500 N Main St
Ste 918
Monroe, NC 28112
SUBJECT: NOTICE OF VIOLATION
Tracking Number: NOV-2019-DV-0077
Sanitary Sewer Overflows - November 2018
Collection System Permit No. WQCS00054
Union County Collection System
Union County
Dear Mr. Watson:
The self -reported Sanitary Sewer Overflow (SSO) 5-Day Report submitted by Union County indicates violations of
permit conditions stipulated in the subject permit and North Carolina.G.S. 143-215.1. Violations include failing to
effectively manage, maintain, and operate the subject collection system so that there is no SSO to the land or
surface waters and making an outlet to waters of the State for purposes of G.S. 143-215.1(a)(1), for which a
permit is required.
Specific incident(s) cited in the subject report include the following:
Total Vol
Total Surface
Incident Start Duration Vol Water
Number Date (Mins) Location Cause (Gals) (Gals) DWR Action
201803366 11/12/2018 260 630 Funderburke Road Severe Natural
Condition
780 780 Notice of Violation
201803446 11/15/2018 330 1629 Old Fish Rd. Severe Natural
Condition
14,100 14,100 Notice of Violation
201803449 11/15/2018 240 4015 Sardis Ch. Rd. Severe Natural 480 480 Notice of Violation
Condition
E Q
North Carolina Department of Envlronenentcr-Qua rt I DivsonofWater Resources
Moo re-v `e Regrortal Office I s10 Eaa Cent r venue, Sate 801_I Mcoresvte, North Carolina 25115
704-683-1V39

Remedial actions, if not already implemented, should be taken to correct the above noncompliance. Please submit
a written response to this Notice of Violation. Your response is to be received by the regional office within 15
business days following receipt of this violation. Please include any additional documentation about this incident(s)
in the response. The submittal will be considered in determining whether the Division will assess a civil penalty for
the cited violations.
If you have any questions, please do not hesitate to contact W. Corey Basinger with the Water Quality Section
in the Mooresville Regional Office at 704-663-1699 or via email at [e-mail].
Sincerely,
r--DocuSigned by:
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Regional Office
,Water Resources, NCDEQ
— II
U.S. Postal Service'
CERTIFIED MAIL° RECEIPT
Domestic Mail Only
For delivery information, visit our website at www.usps.co .
Certified Mail Fee a
Extra Services & ees (check box, add fee as appropriate)
❑ Retum Receipt (hardcoPY) $
❑Return Receipt (electronic) $
Certified Mat Restricted Delivery $ �
❑ AduS Signature Requilred $ -\
Adult Signature Restricted Delivery $
P
os
tage UNION COUNTY
Tt 500 N. MAIN STREET
SUITE 918
MONROE NC 28112
s ATTN: MARK WATSON
dwr/cb 1/31/19
PS Form 3800, April 2015 PSN 7530-02-000.9047 See Reverse for Instructions
$'
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DECe
North Carolina Department of Envarortmental Quality 1 DiNs an of Water Resources
Moo Reg:ar+.a1Office 1610 East Center Ave nuts, Sute 301 I Mooresville, NorthCaroUr, e 28115
704-663-1699

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I
1
REMINDER 3
PUMP STATIGry
_
CALCULATE .._.- TIMES -- EACH VISIT
1
J
J
EXERCISE GENERATOR 2 X MONTH -- CHECK VITALS
MONTH/YEAR
LOG ALL ALARMS ON REVERSE SIDE OF PAGE
DAY
TIME
OPER
PUMP "A"
HOURS
"A" RUN
TIME
PUMP "IT!
HOURS
'B" RUN
TIME
Power Meter Reading
Water Meter Reading
COMMENTS
Previous month reading
""'='? .� ' ":
F J.,...,' °
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31

MAC METER
ALARM/GENERATOR TEST(Requirod Oraco a Moth)
DAY
•
MAG READING
FLOW
DATE
TIME
HOURS
FUEL
' • LEVEL
BUZZER
RED
LIGHT
VALVE
EXERCISES
OPERATORS(TWO EMPLOYEES)
Previous
;----:::"
1
2
3
4
5
6
7
8
9
ALARMS (ALL ALARMS MUST BE RECORDED HERE)
10
11
DATE
TIME
OPER
COMMENTS --- ALARMS
12
13
14
15
16
17
.
18
19
20
21
22
23
24
25
26
27
28
29
30
31

UNION COUNTY PUBLIC WORKS WASTEI
COLLECTION - PUMP STATION LIST
ADDRESS
ALARM TYPE
'PUMP
.GENERATOR
'DESIGN CAPACITY
^ _
AUDIBLE
VISUAL
SCADA
TELEMETRY
, DIALER
RELIABILITY
PERMANENT
PORTABLE
MGD-
Brookhaven
3120 Delamere Ln.
Yes .
Yes
DFS
Duplex
Yes
1.72
12 Mile
Magnolia Ridge
- 4719 Magnolia Ridge Dr.
Yes
Yes
DFS
Duplex
Yes
0.017
12 Mile
Howie Mine 14
_ . ___ 705 Howie Mine Rd.
Yes
_ Yes
Mission
; Duplex
Yes
_ N/A
12 Mile
Howie Mine 15 • - - - -- • _ _
---- Cureton St. Waxhaw
Yes
Yes
-__
_ Missioh
PupleX
...
Yes_
N!A
12 Mile
Howie Mine 16 _ _-__ _ _______
_ __ _ 600 Price St Waxhaw
Yet
Yes
Mission
Duplex -
Yes
N/A
12 Mile
Howie Mine 17
StateRd:1323 Waxhaw
Yes_
Yes
„-„
Mission
_Duplex_
_ _
_Yes _
_ NIA
12 Mile
Howie Mine 18
302Washington St.,
Yes .
Yes
Mission
_—__
Yes .
N/A
12 Mile
Howie Mine 19 _
_ Pearl St - Waxhaw
Yes
Yes
_
Mission__.
-
_':Duplex __
Duplex
_ ,_.
,
Yes_
N/A
12 Mile
Howie. Mine20
— _ ___- 3.22EastN.MainSt
Ye"s
Yeses
Mission
Duplex
_ Yet •
N/A
12 Mile
Howie Mine 21 _._
- 300 East N. Niain_St
Yes
Yes'
Mission
_
_ Duplex
Yes_-
N/A
12 Mile
HowieMine22
___ 418Pnoe_Si.
Yes
Yes
Mission
`Duplex I,__
Yes
N/A
12Mile
Howie Mine 23
Acros`5208 _Howid Mine Rd
,_ Yes -
=Yes__
Mission
Duplex
Yes
: N/A
_
12 Mile_
_
Howie Ming 24
Dunlap St.
des ''
Yes
Mission
Duplex
__ _- _____
, _
Yes
., _ - _
N/A
Mile
Sandlevitioii ___ _
2907A Faircroft Way
Yes
Yes
DFS
Duplei
Yes
N/A
- _12 _;
12 Mile,-_
Parkwood Sch. -
3219 Parkwood School Rd.
Yes
Yes
DFS
Duplex
Yes "
_
0.040
12 Mile
21-25
910 Sharon Dr.
Yes
Yes
DFS
Duplex
Yes
12 Mile '
Jackson Ridge
Off Waxhaw Pkwy behind CVS
Yes
Yes
DFS
Duplex
Yes
0.023
12 Mile
Old Hickory
Hwy. 16 @ Pine Oak Rd.
Yes
Yes
DFS
Duplex
Yes
0.019
12 Mile
Southfork,_.
_ „ South Fork Rd.
Yes
Yes
`Guard -it
. _Duplex-_ ,
Yes
12 Mile
Jaars
Wycliffe Ave.
Yes
Yes
DFS
Duplex
Yes
0.06
12 Mile
Wysacky'Park,7 _
460EsawRd.
Yes
Yes
rMission
_____
Duplex_
__
Yet
12 Mile
V1lysackyPark 8_ _ _
312Yamase'eRd.
Yes
Yee' es
Mission
_._
Duplex
Yes
_N/A
N/A
_
12Mile ,
Wysacky Park 9b _ _, __ __ _ - - _
, _ _ _- _ = 218'Yamasee Rd-
Yes
Yes_
Mission
_- _
Duplex__,..
___ __ __• _- _
Yee
N/A
_ _ 12 Mile
Wy"sackyPsrk11
..-_---- 125Yamasee:RH,Yes
Yee' _
_MI55i02___•----�----Duplex
Yes
N/A
12Mile
Wysacky Park 12 --. __ -- _ --- -_-- _ -..- ---
i
_- i__----------_ Y00 Yamasee Rd
_Yes...-
Yes•_,---
____Mission_,
.._ 'Duplex_-.
---.-
Ygs
-
-__- N/A
1-2:M_ife__
Wysacky Park 13 ._
122 Yama--see Rd.
Yes
Yes
,—_-.
Mission__
buplez
Yet
N/A
_
12 Mile
Sun Valley Place
3053 WesleyChapel-Stouts Rd.
Yes
Yes
. DFS
_
Duplex
Yes
_ _ _
_
0-51
-
12 Mile
Poplin Rd.
5502 Poplin Rd.
Yes
Yes
DFS
' Duplex
- Yes
2.89
12 Mile
Mill Bridge
- Off Kensington Rd.
Yes
Yes
DFS _
Duplex
Yes '
3.65
12 Mile
Southbrook
212 Leafmore Ct.
_ Yes
_ Yes
DFS
Duplex
Yes
0.03
12 Mile
Stonebridge
Rocky River Rd. and Doster Rd.
Yes
Yes
DFS
Duplex.
Yes
0.43
12 Mile
Western Union
4111 Western Union Schol Rd.
Yes
Yes
DFS
-
Duplex
Yes
0.012
12 Mile
Crane Valley
Off New Town Rd. before Crane Rd.
Yes
Yes
DFS
Duplex
Yes
0.043
CMUD
Drayton Hall
8403 Cheverney Ln.
Yes
Yes
DFS
Duplex
Yes
0.016
CMUD '
Tarkill ..
10705 Waxhaw Marvin Rd.
Yes
Yes
DFS
Duplex
Yes
1.17
CMUD
Marvin Ridge
2831 Crane Rd.
Yes
Yes
DFS
Duplex
Yes
0.038
CMUD
Forest Park
Meadowbrook Dr.
Yes .
• Yes
DFS
Duplex
Yes
0.518
Crooked Creek
Helmsville .
Grey Fox Dr.
Yes .
_Yes _
DFS
Duplex
Yes
0.508
Crooked Creek
Community Park
2308 GQmmunrty Park Dr
Yes
Yes__
DFS__
Yes
Crooked Creek;
WoocIfern _
___ Woodfem NIStallirig_s
Yes
Yee
on ;
_
.. _'Duplex __ _
Duplex
__
Ye's
Crooked Creek,
Green;Meadows
6737 First Ave':
Yes_
Yet
G Yard IF
D"uplex`
_
Yes'
-_
Crooked Creek,
Suburban 1 '
_ 5601A Suburban Lane
Yes •
Yes,
Mission
Duplex
Yes
0.18
Crooked Creek
Suburban 2
6122 Daybreak Drive
Yee_
Yes__
DFS
Duplex
`-et'
Crooked Creek.
Suburbaill
S8b6 Sahli wviood5r:
Yes
•Yes
-DFS
tidoraek
Yes
_-
Ctoked Cheek.
Deese'Ct:
Deese Gt.,
Yes ,
Yes„
Mission
DUplez
Yes
Crooked Creek'
Unionville
4511 Unionville Rd.
Yes
Yes
DFS
Duplex
Yes
__
0.03
Grassy Branch

Loxdale
Loxdale Farms Dr.
Yes
Yes
DFS
Duplex
Yes
0.05
Grassy Branch
Funderburk
Funderburk Rd. -Wingate
Yes
Yes
DFS
Duplex
Yes
.Monroe WIMP
Meadows MH 1
700 Penny Ln.
. Yes
Yes
DFS
Duplex
Yes
0.058
Monroe WWTP
Meadows. MH 2
Rolling Meadows Dr.
Yes
• Yes
• DFS
' Duplex
Yes
0.173
Monroe WWTP
Tr 11 - -
gwependen,.e D,. Behind Jail
Ye^
Y=.
Sea
Dupleit—.
Yes
-Mani,.,..
Station 1
3826 Monroe Ansonville Rd.
', Yes
-Yes
DFS
apee e
Duplex
Yes , .
-
0 012:
.. 2.1
VRAFTP-
Monroe WWTP
Station 11
•4720 Monroe Arisonville Rd.
Yes •.
Yes
, DFS'
Duplex
i Yes
1.75
Monroe WWTP
Station 111
• . 1409 Hwy 205
Yes .
Yes
DFS
' . Duplex
Yes
2.5
Monroe WWTP
Animal Shelter -
3340 PressonRd
Yes
Yes
DFS
Duplex
Yes
0.002
Monroe WWTP.
Ag Center
3230 Presson Rd.
Yes
Yes .
DFS
-
Duplex
Yes
0.003
Monroe WWTP
Old Sycamore 7 _
. Olde'Sycamore Drive
Yes'
Yes
DFS
Duplex
Yes
Old Sycamore_
OId Sycamore 2 "
1900 Rock Hill Church Rd.(Weighmont Ct.)
Yes
Yes
DFS
Duplex
_ Yes
01d Sycamore
Old Sycamore 3
' . Golf Course Access Rd.
Yes
Yes
DFS
Duplex
Yes
Old Sy camore
Old Sycamore 4
6708 Sycamore Club Dr.
Yes -
Yes
DFS
Duplex
Yes •
0.010
Old Sycamore
Porter Ridge
2801 Ridge Rd. Monroe
Yes
Yes
DFS
Duplex
Yes
0.042
Poplin Rd.
Stevens Mill 1
. 998 Millwright Ln.
Yes
Yes ,
DFS
Duplex
Yes •
0.8640
Poplin Rd.
Stevens Mill 2
1222 Millwright Ln.
Yes
Yes
. DFS
. Duplex ..,
Yes-
0.1008
Poplin Rd.
Hunley Creek
Fairfield Plantation
Yes ,
Yes
DFS
Duplex
Yes
0.789
Poplin Rd. :
Fieldstone
5325 N. Rocky River Rd.
Yes '
, Yes
DFS
Duplex
Yes
0.68
Poplin Rd.
Mineral Springs
6118 Wexhaw Hwy
Yes
Yes
DFS
Duplex
Yes
=
. 0010
12 Mile
Highlands at Weddington (Scotch Meadows)
5511 Antioch Church Road
Yes
Yes
DFS
Duplex
Yes
0.040
12 Mile
Atherton Estates
631 Winter Wheat Ridge Ct.
Yes_
Yes
DFS
Duplex
Yes
0.043
12 Mile
Falls at Weddington _ .
408 Eden Hollow Ln.
Yes
Yes
DFS -
Duplex
Yes
0.043
12 Mike
Weddington Preserve
- 101 Westlake Dr.
_Yes
Yes
DFS
Duplex
Yes
0.510
12 Mile
Highclere
157 Highclere Drive
Yes
Yes
DfS
Duplex
Yes.
0.038
. 12 Mile
Small' ,<;10 000 d'_.__•___,_
Medium: 10,000 gpd < flow < 100,000 gpd—
. Large: < 100,000 gpd. -

Master High Priority and Aerial Sewer Main Inspection Loci
Address
Area Description of Loo6on
MN ID#s
PIPE INFORMATION
Facility ID
Upstream Downstream
Priority Type
Material Site (°) Length Fl
Date
Date
p7S0
Date
Date
Date
Pas
Rai
Date Date
Date
Date
Date
P0--01
2000 Caemarfen Lane
59onnamaa
Behind address
2338
3413
3453
Aerfa85u19ce water
DIP
8
15
8/17/2017
6/0/2017
4/25/2017
1/10/2017
9/6/2016
8/20/2016
6/232016
617/2016
3117/2016
11/4/2015
8/25/2015
2/25/2015
1/9/2015
11/24/2014
7/17/2014
325/2014
2/24/2014
P9-02
6815 Stevens N51116.1. Henley Creek WWrP
51an681,1,1,
O17(86 behind Henley CreekWWTP
2415
8296
8297
Aerial
DIP
8
31
8/17/2017
6(6/2017
4/25/2017
1/10/2017
9/6/2016
8/20/2016
6/232016
617/2016
3/17/2016
11/4/2015
8252015
2/25/2015
1/9/2015
11/24/2014
7/172014
3/25/2014
2/24/2014
PR-03
3448Sha7ow lake Ln
End of Shadow Lake behInd address
2605
3708
3709
Aerial
DIP
8
160
8/17/2017
6(6/2017
4/25/2017
1/10/2017
9/6/2016
8/20/2016
6/23(2016
6/7/2016
3/17/2016
11/4/2015
825/2015
2/25/2015
1/9/2015
11/24/2014
7/17/2014
3(25/2014
2124/2014
PR-04
Hunlay Creak PS FM 6015 Stevens Mil at Moo
Bridge on Steven Nall Rd -
FM89
FM
FM
Aerial
DIP
12
60
8/17/2017
6/6/2017
4/25/2017
1/10/2017
9/6/2016
8/20/2016
6/23/2016
6/7/2016
3/17/2016
11/4/2015
e/252015
2/2512015
1/9/2015
11/2412014
7117/2014
3/25/2014
2/24/2014
PR-05
21212116 Caernarfon Ln
Shanmmaa
Behind addresses at creek by golf course
2323
8855
3631
Surface Water
PVC
8
6
8/17/2017
6/6/2017
4/25/2017
1/10/2017
9/6/2016
8/20/2016
6/23/2016
617/2016
3/17/2016
11/4/2015
8/25/2015
2/25/2015
1/9/2015
11/24/2014
7/17/2014
3/25/2014
2/24/2014
PR-06
Stevens Mal Rd 6815 Stevens 5211 at Bridge
Stevens Mill Gravity Line at bridge
15794
3795
12553
Aerial
DIP
8
60
8/17/2017
6/6(2017
4/25/2017
1/10/2017
9/62016
8/20/2016
6/2312016
6/7/2016
3117/2016
11/4/2015
8252015
2125/2015
1/9/2015
11/24/2014
7/17/2014
3/2512014
2/24(2014
318-07
23004228 Caernarfon Ln
Shanrwmaa
Between 2Jw- 2226 Caernarfon Ln.
2379
3628
3629
Surface Water
DIP
8
4
8/17/2017
6/6/2017
4/25/2017
1/10/2017
9/6/2016
8/20/2016
6123/2016
6/7/2016
3/17/2016
11/4/2015
8/25/2015
2/25/2015
1/912015
11/24/2014
7/17/2014
3/25/2014
2/24/2014
P8-00
3111-31117 Cardigan Cl
Shannamam
Behind 3111 - 3117 Cardigan Cl
23582351
3451; 3632
8775
Both surface water
DIP
8
5
8/17/2017
6/612017
4/25/2017
1/10/2017
9/6/2016
8/202016
6/232016
677/2016
3/17/2016
11/4/2015
825/2015
2/25/2015
1/9/2015
11/24/2014
7/17/2014
3/25/2014
2/24/2014
PR-09
4502-45105Mnnamara Or
Shonnamaa
Between 4502 and 4510 Shannamaa Or.
8546
3460
3469
Aerial
DIP
8
8
8/17/2017
6/612017
4/25/2017
1/10/2017
9/6/2016
8/20/2016
6123/2016
8/7/2016
3/17/2016
11/4/2015
8/25/2015
2/25/2015
1/9/2015
11/24/2014
7/17/2014
3/25/2014
2/2412014
318-10
4501 Shannamam Or
Shennamara
Beside Owl Shannamam Dr.
8544
3303
3379
Surface Water
DIP
8
5
8/17/2017
6/5/2017
4/25/2017
1/10/2017
9/6/2016
8/2012016
6/23/2016
677/2016
3/17/2016
11/42015
8/25/2015
2/25/2015
1/9/2015
11/24/2014
7/17/2014
325/2014
2/24/2014
318-11
45104604 Shannamam Or
Shamamaa
Between 4510 and 4609 Shannamera Dr.
2240
3466
3650
Aerial
DIP
8
40
8/17/2017
6/6/2017
4/2512017
1/10/2017
9/6/2016
8/20/2016
6/23/2016
6212016
3/17/2016
11/412015
825/2015
2/25/2015
1/9/2015
11/24/2014
7/17/2014
3/2512014
2/24/2014
310-12
5385580nn090914Dr
Shannamaa
Behind 530555annamara Dr
2459
3654
3655
Surface Water
DIP
8
a
8/17/2017
6/6/2017
4/25/2017
1/10/2017
9(8/2016
8/20/2016
6/23/2016
6(7/2016
3/17/2016
11/4/2015
8/26/2015
2/25(2015
1/9/2015
11/24/2014
7/17/2014
3/25/2014
2/24/2014
316-13
5361.53555110nn09,ar9 Or
Shannamam
Between 5361 and 535559a9119111a10Or
2455
3652
3653
Surface Water
DIP
8
10
8/17/2017
6(6/2017
4125/2017
1/10/2017
9/612016
8/20/2016
6/23/2016
6/7/2016
3/17/2016
11/412015
8/25/2015
2/2512015
1/9/2015
11/24/2014
7/17/2014
3/25/2014
2(24/2014
315-14
5337580,9a090Or
5h7rma00r0
Behind 533758annamaa Dr.
2451
3503
3651
Surface Water
DIP
8
5
8/17/2017
6/6/2017
4/25/2017
1/10/2017
9/6/2016
8/20/2015
6/23/2016
6(7/2016
3/17/2016
11/412015
8/25/2015
2/25/2015
1/9/2015
11/24/2014
7/17/2014
3/25/2014
2/24/2014
318-15
717 CIifden Or
Shannamaa
6463
3427
3426
Surface Water
DIP
8
5
8/17/2017
6/6/2017
4/2512017
1/10/2017
9/6/2076
8/20/2016
6/23/2016
62/2016
3/17/2016
11/4/2015
8/25/2015
2/25/2015
1/9/2015
11/24/2014
7/1712014
3/25/2014
2124/2014
318-16
716 CIifden Or
Shannamam
8494
3423
3385
Surface Water
DIP
0
8
8/17/2017
6(6/2017
4/25/2017
1/10/2017
9/6/2016
8/20/2018
6/23/2016
6(7/2016
3/17/2016
11/412015
8/2512015
2/25/2015
1/9/2015
11/24/2014
7/17/2014
3/25/2014
2/24/2014
310-17
2191.21956735o110e Or
Niamey Creek
Between 2191 and 2195 MIIhouse Ln.
13793
3842
3041
Surface Water
DIP
a
10
8(17/2017
6/612017
4/25(2017
1/102017
9/6/2016
8/20/2018
6/23/2016
6/7/2016
3/17/2016
11/42015
8/25/2015
2/25/2015
1/9/2015
11/24/2014
7/17/2014
3/25/2014
2/24/2014
316-10
5002 88ill5090e Ln
Henley Creek
Between 500268115093e 5008 Ohre Stone
13780
4812
3847
Surface Water
DIP
8
5
8/17/2017
6/6/2017
4/25/2017
1/10/2017
9/6/2016
8/20/2016
6/23/2016
8(7/2016
3/17/2016
11/4/2015
8/25/2015
2/25/2015
1/912015
11/24/2014
7/17/2014
3/25/2014
2/24/2014
316-19
5019 OIde Stone Ln
Hurley Creek
Beside 5019 Olde Stone Ln.
17789
3849
4813
Surface Water
DIP
8
5
8/17/2017
6/6/2017
4/25/2017
1/10/2017
9/6/2016
8/20/2016
6/23/2016
6/7/2016
3/17/2016
11/4/2015
8/25/2015
2/25/2015
1/9/2015
11/24/2014
7/17/2014
3/25/2014
2/24/2014
319-20
5019.500501de Stone
Henley Creek
Behind 5019 and 5025 Ohio Slone Ln.
13788
3848
3849
surface Water
DIP
8
5
8/17/2017
6(6/2017
4125/2017
1/102017
9/6/2016
8/20/2016
6/23/2016
6(7/2016
3/17/2016
11/4/2015
8/2512015
2/252015
1/9/2015
11/24/2014
7/17/2014
3/25/2014
2/24/2014
P0-21
60454051 Bumf Mill Rn
61n1e7Creek
Bel Ben 6045 and 6051 Bumt M11 Run
13700
3850
4819
Surface Water
DIP
8
5
8/17/2017
6/6/2017
4/25/2017
1/7012077
9/6/2016
8/20/2016
6/23/2016
6/7/2016
3/17/2016
11/4/2015
8/25/2015
2/25/2015
1/9/2015
11124/2014
7/17/2014
3/25/2014
2/24/2014
315-22
82116219 Henley Ridge
Henley Creek
Between 8216 and 8219 Henley Ridge Rd.
13807
3851
3850
Surface Water
DIP
8
5
8/17/2017
616/2017
4/25/2017
1/10/2017
9/8/2016
820/2016
6/23/2016
6/7(2016
3/17/2016
11/412015
8125/2015
2/25/2015
11912015
11/24/2014
7/17/2014
3/25/2014
2/24/2014
315-23
8225.6261 Hunlay Ridge
Henley Creek
Between 8225 and 8231 Henley Ridge Rd.
16806
3852
3851
Surface Water
DIP
8
5
8/17/2017
6/6/2017
4125/2017
1/10/2017
9/6/2016
8/20/2016
6/23/2016
6/7/2016
3/17/2016
11/4/2015
8125/2015
2/25(2015
1/9/2015
11/24/2014
7/17/2014
3/25/2014
2/24/2014
315-24
8231 Hanley Ridge Rd
Henley creek
Beside 8231 Henley Ridge Rd.
13805
4836
3852
Surface Water
DIP
8
5
8(17/2017
6/6/2017
4/25/2017
1/102017
9/6/2016
8/20/2016
6/23/2016
6(7/2016
3/17/2016
11/4/2015
8/25/2015
2/252015
1/9/2015
11/24/2014
7/17/2014
3/25/2014
2/24/2014
P9-25
82584254 Henley Ridge
Henley Creek
Between 8258 and 8254 Henley Ridge Rd.
15053
3856
4843
Surface Water
DIP
8
10
8/17/2017
6/6/2017
4/25/2017
1/10/2017
9/6/2016
8/2012016
6/23/2016
6(7/2016
3/17/2015
11/4/2015
8125/2015
2/25/2015
1/9/2015
11124/2014
7/17/2014
3/25/2014
2/24/2014
P6-26
7411.2419 Willowbrook 0r
WIIwArook
Between 2411 and 2419 Willowbrook Dr.
13821
3857
3856
Surface Water
DIP
8
10
8/17/2017
6/6/2017
4/25/2017
1/1012017
9/6/2016
8/2012016
6/23/2016
6/7/2016
3/17/2016
11/4/2015
8/25/2015
2/25/2015
1/9/2015
11/24/2014
7/17/2014
3/25/2014
2/24/2014
P5-27
31274133 Shady Grove
Wriwwtrook
Between 3127 and 3133 Shady Grove Ln.
7499
8553
8554
Surface Water
DIP
8
5
8/17/2017
6/6/2017
4125/2017
1/1012017
9/6/2016
8/20/2016
6/23/2016
6/7/2016
3/17/2016
11/4/2015
8125/2015
2/25/2015
1/92015
11/24/2014
7/17/2014
3/25/2014
2/24/2014
P9-28
31395h44y Grove
Willowbrook
Behind 3139 Shady Grove In.
7500
8555
8554
Surface Water
DIP
8
5
8/17/2017
6/6/2017
4/25/2017
1/10/2017
9/6/2016
8/20/2016
6/23/2016
677/2016
3/17/2016
11/4/2015
8/25/2015
2/25/2015
1/9/2015
11124/2014
7/17/2014
3/25/2014
2/24/2014
P9-29
3145 Shad Grove
Willowbrook
Behind 3145 Shady Grwo Ln.
13741
8555
4808
Surface Water
DIP
8
8
811712017
5/6/2017
4/2512017
1/1012017
- 9/6/2018
8/20/2016
6/23/2016
6/7/2016
3/1712016
11/4/2015
8/25/2015
2/252015
1/9/2015
11/24/2014
7/17/2014
3/25/2014
2/24/2014
CG01
r N6266, a• 2 3}_
Faith Church Rd
Bridge
Lake Park al Faith Church Road Bridge
500
3155
2413
68785.W01er
DIP
a
15
8/172017
6/6/2017
4/252017
1/10/2017
9/6/2016
8121/2016
6/232016
6/7/2016
3/17/2016
11/4/2015
8/25/2015
2/25/2015
1/912015
11/24/2014
7/17/2014
3/25/2014
2/24/2014
CC-02
Woodcreek Cl.
099e51o7
Ashcroft 1ie45
258
5165
2409
Aerial
DIP
12
21
8117/2017
6/6/2017
4/25/2017
1/10/2017
9/6/2016
8/21/2016
6/23/2016
6/7/2016
3/17/2016
11/4/2015
8/25/2015
2/25/2015
1/9/2015
11/24/2014
7/17/2014
3/25/2014
2/24/2014
CC-03
Vaunts Rd (8EHINDWALMSR1)
Wal-1n97 Tie in
17500
61900
5869
Aerial
DIP
8
12
8/17/2017
6/6/2017
425/2017
1/10/2017
9/6/2016
8/21/2016
6/23/2016
6(7/2016
3/17/2016
11/4/2016
8/25/2015
2/25/2015
1/9/2015
11/24/2014
7/17/2014
3/25/2014
2/242014
C0.04
Jaquekyg 0r. and Tech. Or
Bdnaey Downs
1049
5323
24118
Surface Water
DIP
12
(0
8/17/2017
6/8/2017
4/25/2017
1/102017
9/6/2016
8/21/2016
6/23/2016
62/2016
3/1712016
11/4/2015
8125/2015
2/25/2015
1/9/2015
11/24/2014
7/17/2014
3/25/2014
2/24/2014
CC-05
115 Brooks Lane
Brittany Downs
2125
5874
5873
Surface Water
DIP
6
6
8/17/2017
6/8/2017
4/25/2017
1/10/2017
9/6/2016
8/21/2016
6/23/2016
6/7/2016
3/17/2016
11/4/2015
8/25/2015
2/25/2015
1/9/2015
11/24/2014
7/17/2014
3/25/2014
2/24/2014
CC-06
225 Post Ofce Drive
USPO
2240
5549
5535
Surface Water
DIP
8
10
8117/2017
6/6/2017
4/25/2017
1/10/2017
9/6/2016
8/21/2016
623/2016
6/7/2016
3/17/2016
11/4/2015
8/25/2015
2/25/2015
1/9/2015
11/24/2014
7/17/2014
3/25/2014
2124/2014
CC-07
Forest Park 041/411
Forest Park
484
5091
2225
Aerial
DIP
a
18
8/17/2017
6/6/2017
4/25/2017
1/10/2017
9/6/2016
8/21/2016
6/23/2016
6/7/2016
3/17/2016
11/4/2015
8/25/2015
2/25/2015
1/9/2015
11/24/2014
7117/2014
3/25/2014
2/24/2014
CC-08
Forest Park 0u0811
Staring Elementary
Stallings Elementary School lie In
16608
14445
14446
Aerial
DIP
12
10
8/17/2017
6/6/2017
4/25/2017
1/10/2017
9/6/2016
8/21/2016
623/2016
62/2016
3/17/2016
11/42015
8/25/2015
2/25/2015
1/9/2015
11/24/2014
7/17/2014
3/25/2014
2/24/2014
C0.09
627 Popper Ann Lane
Forest Park
Pepper Ann Ln.
392
3175
2208
Aerial
DIP
8
8
8/17/2017
6/6/2017
4/25/2017
1/10/2017
9/6/2016
8/21/2016
6/23/2016
6/7/2016
3/1712016
11/4/2015
812512015
2/25/2015
1/9/2015
11/24/2014
7/17/2014
3/25/2014
2/24/2014
CC-10
4207 Wesley Court
096e59o5
Ashcroft Tio-in (Wesley 83.)
581
5156
2412
Aerial
DIP
8
30
8/172017
6/6/2017
4/25/2017
1/10/2017
9/6/2016
821/2016
6(2312016
6(7/2016
3117/2016
11/42015
8/25/2015
2/25/2015
1/92015
11/24/2014
7/17/2014
325/2014
2/24/2014
C011
20201/26n507.
Wal-Mart
1980
5831
5660
Surface Water
DIP
a
8
8/17/2017
6/8/2017
4/25/2017
1/10/2017
9/6/2016
8/21/2016
6/23/2016
617/2016
3/17/2016
11/4/2015
8/25/2015
2/25/2015
1/9/2015
11/24/2014
7/17/2014
3/25/2014
2/24/2014
ES-02
3344 Pressor Road
UCJaii
MEM
Removed
Removed
Removed
Removed
Removed
Removed
Removed
Removed
3/17/2016
11/4/2015
8/252015
2/25/2015
1/9/2015
11/24/2014
7/17/2014
3/25/2014
2124/2014
Jail
Al
A2
Aerial
DIP
8
90
8/17/2017
6/6/2017
4/25/2017
1/10/2017
9/6/2016
8/25/2016
6/23/2016
6/7/2016
3/17/2016
11/4/2015
8/252015
2/25/2015
1/9/2015
11/24/2014
7/17/2014
3/25/2014
2(24/2014
E0-03
25185m5,591e Circle
Greenbrook
.2722)
2722
2721
Surface Water
DIP
a
18
8/17/2017
6/6/2017
4/25/2017
1/102017
9/6/2016
8/25/2016
6/23/2016
6/7/2016
3/17/2016
11/4/2015
8/25/2015
2/25/2015
1/9/2015
11/242014
7/17/2014
3/25/2014
2/24/2014
ES-04
585nr12-Ansonville Rd
ES91
Croak Crossing
3641
2720
2707
Surface Water
Clay
24
36
8/17/2017
6/6/2017
4/25/2017
1/10/2017
9/6/2016
8/25/2016
6/23/2016
6/7/2016
3/17/2016
11/4/2015
8/25/2015
2/25/2015
1/9/2015
11/24/2014
7/17/2014
325(2014
2/24/2014
TM01
12 Milo WWTP PS
Lill station
Outfar at Plant
16320
20056
20055
Surface Water
DIP
24
50
16742
4911 Sandtyn Drive
New Town Village
Behld 4911 88n7,7n Dr
9075
7911
8057
Aerial
DIP
8
50
8/17/2017
6/5/2017
4/25/2017
1/10/2017
9/6/2016
8/21/2016
6/23/2016
62(2016
3/17/2016
11/4/2015
8125/2015
2/25/2015
1/9/2015
11/24/2014
7/17/2014
3/25/2014
2/24/2014
TM-03
2710 Fairoror Way
56nda6.00d
2710 051roro1 Way and 2603 Devon
7625
1352
8507
Surface Water
DIP
8
7
8/17/2017
6/5/2017
4/25/2017
1/102017
9/6/2016
8/212016
6/23/2016
6/7/2016
3/17/2016
1114/2015
8125/2015
225/2015
1/9/2015
11/24/2014
7/17/2014
325/2014
224/2014
TM-04
40201ev9r7St
Waxhaw
Behind Town of Washaw 5ainl.
6083
7312
2597
Surface Water
DIP
8
(0
8/17(2017
6/5/2017
4/25/2017
1/10/2017
9/6/2016
8/21/2016
6/23/2016
6/7/2016
3/17/2016
11/4/2015
8/25/2015
2/25/2015
1/9/2015
11/24/2014
7/17/2014
3/25/2014
2/24/2014
TM-05
1909 Thomcresl Dr
Harrison Park
Behind 1909 Thomcrest drive
5545
7354
7331
Aerial
DIP
8
40
8/17/2017
6(5/2017
4(25/2017
1/102017
9/6/2016
8/21/2016
6/23/2016
6N2016
3/17/2016
11/4/2015
8/25/2015
2/2512015
1/9/2015
11/24/2014
7/17/2014
3/25/2014
2/24/2014
11,7-06
1210 Billy 8551e/ Rd
Wesley Chapel
O3 Billy Noway Rd
1697112856
1768
1769
Surface Water
DIP
30
50
8/17/2017
6/5/2017
4/25/2017
1/10/2017
9/612016
8/21/2016
6/23/2016
6/7/2016
3/17/2016
11/4/2015
8/25/2015
2/25/2015
1/9/2015
11/24/2014
7/17/2014
3/25/2014
2/24/2014
11/-07
1210 oily Homy Rd
Wesley Chapel
Off Billy Hwey Rd
2855
1769
1756
Surface Water
DIP
30
50
8/17/2017
6/5/2017
4/25/2017
1/10/2017
9/6/2016
8/21/2016
6123/2016
6/7/2016
3/17/2016
11/412015
8125/2015
225/2015
1/9/2015
11/24/2014
7/17/2014
3/25/2014
2/24/2014
71,908
8109 Kingston Drive
IGngston on 31rw.
Across ham 8109 8ngston Drive
5734
7339
7338
Aerial
DIP
8
41
8/17/2017
6/5/2017
4/25/2017
1/102017
9/6/2016
8/21/2016
6/2312016
6N(2016
3/17/2016
11/412015
8125/2015
2/25/2015
1/9/2015
11/24/2014
7/17/2014
3/25/2014
2/24/2014
774O9
9605 Ashton Manor
Ashton Manor
Behind 9605 Ashton Manor Way
5309
3038
3039
Aerial
DIP
a
12
8/172017
6/5/2017
4/25/2017
1/10/2017
9/6/2016
8/21/2016
6(23/2016
6/7/2016
3/17/2016
11/4/2015
8/25/2015
2/2512015
1/9/2015
11/24/2014
7/17/2014
3/25/2014
2/24/2014
TNL10
6311 Lowemate Drive •
Slonegate
Creek Crossing al 5tengel, Tie -In 1,91
2741
1947
19448
Surface Water
DIP
36
50
8/17/2017
6/5/2017
4/25/2017
1/10/2017
916/2016
8121/2016
6/23/2016
6(7(2016
3/17/2018
11/4/2015
8/252015
2/25/2015
1/9/2015
11/24/2014
7/17/2014
3/25/2014
2/2412014
118.11
8010 Streamlet Way
Brook Valley
Near poolheuse
7200
8444
8445
Aerial
DIP
8
18
8/17/2017
6/5/2017
4/25/2017
1/10/2017
9/6/2016
8/21/2018
6/23/2016
6/7/2016
3/17/2016
11/4/2015
8/26/2015
2/25/2015
1/9/2015
11/24/2014
7/17/2014
3/25/2014
2/24/2014
TM-12
4902 Sandsmne Ln
Sandalwood
Rebind 4902 Sandstone Ln
3447
1581
(580
Surface Water
DIP
8
5
8/172017
6/5/2017
4/25/2017
1/102017
9/6/2016
8/2112016
6123/2016
6(7/2016
3/17/2016
11/4/2015
8/25/2015
2/25/2015
1/9/2015
11/24/2014
7117/2014
3/25/2014
2/24/2014
578.13
3413 Collaroy Ln
Cureton
Behind 6413 0o1141oy Ln.
3036
2116
2115
Surface Water
DIP
10
10
8/17/2017
6/5/2017
4/25/2017
1/10/2017
9/6/2016
8/21/2016
6/23/2016
0(7(2016
3/17/2016
11/4/2015
8/25/2015
2/25/2015
1/9/2015
11/24/2014
7/17/2014
3/25/2014
2/24/2014
17,5-136
3201 Thayer Dorm
0,159n
Behind 3201 Thayer Dr.
5690
7614
2113
Sudoce Water
DIP
8
15
8/17/2017
6/5/2017
4125(2017
1/102017
9/6/2016
8121/2016
612312016
6/7/2016
3/17/2016
11/4/2015
8/2512015
2/25/2015
1/9/2015
11/24/2014
7/1712014
3/25/2014
2/24(2014
539.14
5618 Biggers Brook De
Indian Brook
1288; 1296 1293
6078
6084
High Priority
PVC
8
1300
8/17/2017
6/5/2017
4/25/2017
1/10/2017
9/6/2016
8/21/2016
6/23/2016
617/2016
3/17/2016
11/4/2015
8/25/2015
2/25(2015
1/9/2015
11/24/2014
7/17/2014
3/25/2014
2/24/2014
17,5-15
2604 Devon Drive
Sandalwood
75867590
1152
1155
Surface Water
DIP
8
8
8/17/2017
6/5/2017
4/25/2017
1/10/2017
9/6/2016
8121/2016
6/23/2018
6(712016
3/17/2018
11/4/2015
8/25/2013
2/25/2015
1/9(2015
11/24/2014
7/17/2014
3/25/2014
2/2412014
TM.17
916P1I06m Forest
Pilgrim Forest
8941
8577
1556
High Priority
DIP
9
15
8/17/2017
6/5/2017
4/25/2017
1/10/2017
9/6/2016
8/21/2018
6/23/2016
6(7/2016
3117/2016
11/4/2015
8/25/2015
225/2015
1/9/2015
11/24/2014
7/17/2014
3/25/2014
2/24/2014
TN1-17A
Behind 1003 Potters Bluff Rd.
Pullers Trace
Creek Crossing behind 1003 Potters Bluff Rd.
7055
4074
1640
Aerial
DIP
8
30
8/17/2017
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
17•418
Bit H Rd
West Cha I
14725
13025
13027
Aerial
DIP
8
125
8/17/2017
6/5/2017
4/25/2017
1/10/2017
9/6/2016
8/21/2016
623(2016
6(7/2016
3/17/2016
11/4/2015
8/2512015
2/25/2015
1/912015
11/24/2014
7/17/2014
3(25(2014
2/24/2014
106-01
9831 Thome 352, a Drive
Tallwend
3/17/2016
11/4/2015
Trunk Lino beside creek
11982119841457/ 11904
2869
2872
Erosion
PVC
a
2000
8/17/2017
615/2017
4/2512017
1/102017
9/8(2016
8/2512018
6/23/2016
6(7/2016
8/25/2015
2/2512015
119/2015
11124/2014
7/17/2014
3/25/2014
2/2412014
05-01
10821 01de Sycamore Or
Olde Sycamore
8/25/2016
3/17/2016
11/4/2015
Beside 10021 OIde sycamore Or.
15789
10937
2826
Surface Water
DIP
B
4
8/17/2017
6/6/2017
4/25/2017
1/10/2017
9/8/2016
6/23/2016
6/7/2016
8/25/2015
2/25/2015
1/9/2015
11/24/2014
7/17/2014
3/25/2014
2/24/2014
05-02
10804 Persimmon Creek Dr
018e5 .mo1e
14601
2833
2832
Surface Water
DIP
8
10
8/17/2017
6/6/2017
4/25/2017
1110/2017
9/6/2016
8/25/2016
6/23/2016
6/712016
3/16/2016
11/4/2015
8/25/2015
225/2015
1/9/2015
11/24/2014
7/17/2014
3/25/2014
2/24/2014
568-01
522 Briar Patch Tonam
Marvin Creek
12467
11773
11774
Surface Water
DIP
8
9/6/2016
8/2512016
6/23/2016
6(7/2016
3/16/2016
11/4/2015
8/25/2015
2/25/2015
1/9/2015
11/24/2014
7/17/2014
12
8/17/2017
6/6/2017
4/25/2017
1/10/2017
3/25(2014
2/24/2014
50-02
620i24 Briar Parch Terrace
Marvin Creek
12421
11817
11777
Underwater
DIP
8
15
8/17/2017
6(8/2017
4125/2017
1/1012017
9/6/2016
8/25/2016
6/23/2016
6(7/2016
3/16/2016
11/4/2016
8/25/2015
2/25/2015
1/9/2015
11/242014
7/17/2014
3/25/2014
2/24/2014
GB-01
1124.1216 Tom Helms Rd
UnionNlle
6/6/2017
4/25/2017
1/10/2017
9/6/2016
8/252016
6/2312016
6/7/2016
3/1612016
Delo t1a P5 FM creak crossing
FM17
FM
FM
High Priority
PVC
3 i
iw
8/17/2017
11/4/2016
8/25/2015
2/25/2015
1/9/2015
11/24/2014
7/17/2014
3/26/2014
2124/2014
• Aerial -sewer Mains that are above ground and usually crossing over creek .
• Surface Water Sever Mains that is in the bed of the creek where the pipe is exposed to surface water constancy.
• H19h P oriy -Generally a Sewer Main Oat carries large amounts of flow or main tines that require repeal m,I0osse.
•Erosion Sewer Mains that maybe alrisk for Erosion.
PR Poplin
CC Croaked Creek
TM Twelve Mae
OS 01da Sycamore
5M S"a Mile
GB Grassy Branch

UNION COUNTY
DEPARTMENT OF PUBLIC WORKS
500 North Main Street, Suite 600, Monroe, NC 28112
Phone: [phone] • Fax: [phone]
June 22, 2016
Mr. W. Corey Basinger
Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
610 East Center Ave., Suite 301
Mooresville, NC 28115
RECEIVED/NCDENR/DWR
JUL 05 2016
WQROS
MOORESVILLE REGIONAL OFFICE
Subject: Update of the flow monitoring study performed on Grassy Branch
Collection System
Collection System Permit — WQCS00054
Union County
Dear Mr. Basinger:
Union County hired Frazier Engineering to install 5 flow meters throughout the system
and complete a detailed SSES investigation. The meters where installed March 22, 2016
and removed on June 2, 2016. Frazer made the following recommendations:
1. A major source of 1/1 may be entering the collection system downstream of Site
1. This was not measured during the flow monitoring study but may be large enough to
cause significant issues with overloading the Grassy Branch WWTP. The sewer
downstream of Site 1 should be televised to look for defects.
2. There may be issues with the influent pumping at the Grassy Branch WWTP so
that even a fairly routine increase cannot be adequately handled. More investigation
would be necessary to determine pumping rates, possible restrictions, etc.
We are in the process of reviewing the data and will immediately begin CCTV and smoke
testing in the areas of concern. As stated previously, the entire basin was smoke tested at
the beginning of the year but we are going to take advantage of our dry conditions with
the use of a smoke test. Based upon the report, at meter locations 4 and 5, we will also
take advantage of the summer break of the school system.
We will investigate the influent pump station with Charlotte Water to determine a course
of action.

UNION COUNTY PUBLIC WORKS
More information will be forthcoming as we develop our approach to resolve this issue.
We will update you of the results from the CCTV and smoke testing activities once
completed. Thank you for your assistance on this and your patience as we try to resolve
these matters. If you have any questions, please feel free to contact me at 704-289-3288
or 704-507-0372.
Thank you for your consideration in this matter.
Sincerely,
Interim Superintendent/ORC
pc: Ed Goscicki, P.E. — Executive Director
Andy Neff - Water & Wastewater Division Director
2 of 2 6/30/2016

FRAZIER
ENGINEERING P.A.
UNION COUNTY
GRASSY BRANCH BASIN
FLOW MONITORING REPORT
JUNE 21, 2016
6592 Bob White Trail Stanley, NC 2816 I Office: 704.822.8444 I Fax: [phone]
www.Frazier-Engineering.com

UNION COUNTY
GRASSY BRANCH BASIN
FLOW MONITORING REPORT
JUNE 21, 2016
Per Union County's request, Frazier Engineering, P.A. monitored flow at five sites in Union
County's wastewater collection system. The purpose of the flow monitoring was to
determine capacity, average daily flow, and wet -weather flows. This report summarizes the
flow monitoring work and sewer system capacity analyses.
Introduction
Five flow meters were installed within Union County's wastewater collection system. Table
1 summarizes the location of the flow meters and dates deployed. Figures 1 through 3 show
the meter locations.
Table 1. Flow Meter Location and General Information
Site
Diameter
(inches)
Location
Date
Installed
Date
Removed
1
12
Old Fish Road
3/22/16
6/2/16
2
12
Unionville Road
3/22/16
6/2/16
3
8
Smithfield Tie -In
3/22/16
6/2/16
4
8
Piedmont High School
3/22/16
6/2/16
5
8
Piedmont Middle School
3/22/16
6/2/16
Flow Meter Information
The temporary meters installed and maintained by Frazier Engineering were American
Sigma Model 910 meters with submerged area -velocity sensors. The Sigma 910 meter
measures average velocity using twin piezoelectric crystals utilizing ultrasonic one -MHz
Doppler technology. Multiple measurements are taken by bouncing the Doppler signal off
of any and all particulates found throughout the flow stream and then averaged. Flow depth
is measured using a pressure transducer.
Flow Meter Installation, Calibration, and Maintenance
The sensors for these meters were installed at the 6 o'clock position of the incoming sewer
of the manholes shown in Figures 1 through 3. The meters were calibrated at installation by
adjusting the depth of flow recorded by the meter to match a manual depth measurement.
The velocity recorded by the meter was also verified by comparing it to a hand held velocity
meter. The meters were set up to record depth and velocity at 15-minute intervals.
1

Figure 1. Flow Meter Location - Site 1
2

Figure 2. Flow Meter Locations - Sites 2 and 3
3

Figure 3. Flow Meter Locations - Sites 4 and 5
4

The meters were visited weekly to download the data, to perform any necessary
maintenance (such as scrubbing sensors to remove debris), and to calibrate the meters per
the methodology outlined above. Data was reviewed on site for overall data quality and any
problems were immediately addressed.
Average Daily Dry -Weather Flow During Monitoring Period
Average daily flows provide valuable information on the current sewer system use and
operation. Average daily flows facilitate capacity analyses and decisions on whether the
sewers can handle additional flow. In addition, average dry -weather flows are critical for
proper analyses of wet -weather flow data. The average dry -weather flows are directly
compared with flows during rain events, and the difference between the flows is the volume
of infiltration/inflow (UI) entering the system.
To develop the average dry -weather flows, Frazier Engineering reviewed flows during each
day of the monitoring period. Days that appeared to be typical throughout the period were
averaged to obtain the average daily flow. Days with apparent atypical flows (such as flows
that appear to be affected by silt/debris over the sensor or by rain events) were excluded
from the analyses. If present, daily ground water infiltration into the sewers is included in
the average daily flows presented in this report.
Table 2 includes the estimated current sewer capacity at the meter site. The metered flows
and flow depths were used to estimate the current capacity of the sewer. Metered depths
were plotted against metered flows. Theoretical capacity curves for that particular diameter
pipe were then placed on the metered depths and flows until a best fit was achieved for a
specific capacity. Note that the current sewer capacity may be affected by older sewer pipe
(higher friction factor), increased silt and debris in the sewer, or obstructions in the sewer.
The estimated capacity shown is at the meter site only and does not reflect conditions or
capacities above or below the meter site.
Figure 4 shows an example of the sewer capacity analysis for Site 1. Note that this
methodology of estimating capacity is independent of pipe slope. Additional analyses using
the original design slope would be necessary to determine how the estimated capacities
presented herein compare to design capacities.
5

Figure 4. Sewer Capacity Analysis - Site 1
Flow Depth (in)
15
12
9
6
3
0
0
♦
♦
■
■
•■
■
A
■
■
■
is
■
-♦"
■
Estimated Capacity= 1.40 mgd
r
W
0.5
Flow (mgd)
1
• Actual Flow Data • Current Capacity Curve
1.5
Table 2 summarizes the average flow during the monitoring period. The average daily flow
as a percentage of the estimated pipe capacity is also shown.
Table 2. Average Dry -Weather Flow Monitoring Summar
Site
Estimated
Capacity
(mgd)
Pipe
Diameter
(in)
Average Flow
Average Depth
mgd
% of Est.
Capacity
in
% of Pipe
Diameter
1
1.40
12
0.086
6.2%
2.03
17.3%
2
1.51
12
0.047
3.1%
1.79
15.5%
3
1.94
8
0.015
0.8%
1.18
14.9%
4
1.84
8
0.022
1.2%
2.14
28.6%
5
2.05
8
0.003
0.1%
1.23
16.1%
The average dry -weather flow was well within the estimated capacity at each of the sites and
the average depth was less than 30% of the pipe diameter.
Wet -Weather Flow During Monitoring Period
The peak wet -weather flows during a rain event are considered to be caused by inflow.
Inflow is generally defined as water, other than wastewater, that directly enters the sewer
system through storm/sewer cross connections, vented manhole covers, roof leader
connections to the sewers, service line connections and missing cleanout caps, and other
such direct sources. Inflow produces the rapid flow increase during rain events and the
6

associated high peak flows. Peak inflow is typically the main cause of sewer system
surcharging and overflows during wet weather.
Infiltration is generally defined as water other than wastewater that seeps through the ground
and into the sanitary sewers through defects (such as broken pipes, defective pipe joints,
service connections and manhole walls). Infiltration is usually slower to enter the sewer and
may remain evident in the sewer system for more than a day after a rain event ends.
Infiltration generally leads to high volumes of I/I but not high peak flows.
Based on rain data collected by two tipping bucket rain gauges installed for this project,
Table 3 summarizes the largest rain events during the monitoring period. Rain Gauge 1 was
located at the Grassy Branch Wastewater Treatment Plant (WWTP). Rain Gauge 2 was
located at the wastewater pump station in the Loxdale Farms Development. The total rain
provided in the table may not include all of the rain that fell on the dates listed. If multiple
hours passed with no rain, the next occurrence was considered a separate rain event or
insignificant rainfall. For example, on May 3, a total of 0.90 inches of rain was recorded by
Rain Gauge 1 and 0.81 inches of rain was recorded by Rain Gauge 2. Long event durations
skew the recurrence interval to an event of lesser significance.
Table 3. Rain Events Summa
Date
Rain Gauge
Total Rain
(inches)
Peak Intensity
(inches per hour)
Duration
(hours:minutes)
May 3
1
0.64
0.64
0:15
2
0.58
0.58
0:15
May 20 - 21
1
1.64
0.41
13:15
2
1.07
0.38
13:00
Figure 5 graphically represents these rain events in comparison to a 1-year average
recurrence interval rainfall. Values for Rain Gauge 1 are represented by a square; values for
Rain Gauge 2 are represented by a triangle. These rain events were less than a 1-year
rainfall event. The average recurrence interval information was obtained from
"Precipitation -Frequency Atlas of the United States" NOAA Atlas 14, Volume 2, Version 3
for the Monroe, North Carolina area. The rainfall total for a 15-minute storm with a 1 -year
recurrence interval is 0.85 inches.
7

Figure 5. Rain Events Compared to a 1 Year Return FreQuenc
24
1 Year Return Frequency
,..,18
0
©
12
a
0
03
0 6
A
a
0.0
0.5
1.0
1.5
Rain (inf
0 2.5
3.0
3.5
Table 4 summarizes flow during the evaluated rain events. The total estimated volume of I/I
measured at each meter site and other flow monitoring parameters are summarized in Table
4. Appendix A shows flow during the rain events versus the typical, dry -weather flow for
each site.
8

Table 4. Grassy Branch Flow Monitoring Summary - Rain Events
Date
Rain (in)
Site
Estimated
Capacity
(mgd)
Avg.
Flow
(mgd)
Pipe
Diameter
(In)
Peak Hourly Flow
Peak Depth
VI Start
Date and Time
M End
Date and The
Duration
(hrs:min)
Total I/1
Volume
at Meter
(gal)
mgd
% of Est.
Capadty
Peaking
Factor'
In
% of Pipe
Diameter
May 3. 2016
0.64
1
1.40
0.086
12
0.512
36.5%
5.9
5.173
44.0%
5/3/16 1:00 PM
5/5/16 4:00 AM
39:00
81.896
2
1.51
0.047
12
0.664
43.9%
14.2
5.285
46.0%
- 5/3/16 5:45 PM
5/4/16 12:45 PM
19:00
42.208
3
1.94
0.015
8
No Significant
111 Reaction
to the Rain Event
4
1.84
0.022
8
0.246 I 13.4% 11.2 Il 3.874
I 51.7%
11 5/3/16 4:00 PM 5/4/16 8:45 AM 16:45 7.073
5
2.05
0.003
8
No Significant
1/1 Reaction to the Rain Event
May 20. 2016
1.64
1
1.40
0.086
12
0.429
30.6%
5.0
40.893
348.D%
5/20/16 4:30 PM
5/22/16 11:30 AM
43:00
109,844
2
1.51
0.047
12
0.745
49.3%
15.9
5.585
48.6%
5/20/16 11:15 AM
5/21/1612:45 AM
13:30
76.500
3
1.94
0.015
8
No Si
nificant 1/1 Reaction to the Rain Event
4
1.84
0.022
8
0.526
28.6%
23.9
3.479
46.4%
5/20/16 8:45 PM
521/16 7:00 AM
10:15
33.646
5
2.05
0.003
8
0.041
2.0%
13.8
3.382
44.3%
520/16 1:30 PM
5/20/16 11:45 PM
10:15
6,250
Notes:
(1) Peaking factor is defined as the peak flow divided by the average daily flow.

Conclusions
Average Dry -Weather Flows
All sites had sufficient pipe capacity for the average daily dry -weather flow. The average
flow used less than 5% of the estimated pipe capacity at all sites. The average depth of flow
used less than 20% of the pipe diameter at four of the five sites, with the average depth at
Site 4 using just over one-fourth of the pipe diameter (28.6%).
Wet -Weather Flows
The following summarizes the wet -weather reactions at each site:
• Site 1 - The peaking factors (defined as the peak flow divided by the average flow)
were 5.9 and 5.0 during the May 3 and May 20 rain events, respectively. Generally,
peaking factors exceeding 5.0 are considered excessive. The peak flow used
approximately one-third of the estimated capacity during both rain events. However,
this site surcharged (defined as the flow depth exceeding the pipe diameter) during
the May 20 rain event. The pipe can surcharge but the peak flow can use much less
than the full capacity of the pipe because during surcharge the velocity drops
significantly.
• Site 2 - The peaking factors were very high at 14.2 and 15.9 during the evaluated
rain events. The peak flows and peak depths used less than one-half of the estimated
capacity and pipe diameter during both rain events.
• Site 3 - There was not a significant I/I reaction during either rain event.
• Site 4 - The peaking factors were very high at 11.2 and 23.9 during the evaluated
rain events. The peak flows and peak depths used less than one-half of the estimated
capacity and pipe diameter during both rain events.
• Site 5 - There was not a significant I/I reaction during the May 3 rain event. During
the May 20 rain event, the peaking factor was very high at 13.8. The peak flow and
peak depth used less than one-half of the estimated capacity and pipe diameter
during the May 20 rain event.
It should be noted that the rain events during the monitoring period were small. Larger
and/or more intense rain events will very likely cause more substantial I/I reactions at these
locations.
Summary
A major reason for performing this flow monitoring study was to determine where the most
significant I/I was entering the sewer system. It was believed that I/I was contributing to
issues that were occurring at the Grassy Branch WWTP. By examining flow data from Site
1 (the site closest to Grassy Branch WWTP), it can be observed that the I/I volumes were
approximately 82,000 and 110,000 gallons during the May 3 and May 20 rain events,
respectively. These I/I volumes were observed over nearly two day periods (39 hours and
43 hours). Therefore, since the average daily flow at Site 1 was 86,000 gallons per day, the
flow increased roughly 50% due to I/I over a two day period. While this is not ideal, it is
10

not uncommon and should not be a significant enough of an I/I event to cause the Grassy
Branch WWTP to back up flow into the collection system as appears occurred during the
May 20 rain event. There could be two options explaining the apparent issues at the Grassy
Branch WWTP:
1. A major source of I/I may be entering the collection system downstream of Site 1.
This was not measured during the flow monitoring study but may be large enough to
cause significant issues with overloading the Grassy Branch WWTP. The sewer
downstream of Site 1 should be televised to look for defects.
2. There may be issues with the influent pumping at the Grassy Branch WWTP so that
even a fairly routine increase cannot be adequately handled. More investigation
would be necessary to determine pumping rates, possible restrictions, etc.
The above is not to imply that there was not I/I observed during the flow monitoring study.
The peaking factors were very high at Sites 2, 4, and 5 and were moderately high at Site 1.
A typical rain event (one that would be expected to occur multiple times in one year)
significantly increased peak flows in the system except upstream of Site 3. The flows at Site
3 did not show any significant I/I reactions and this area (Smithfield Development) can be
eliminated as a major I/I concern.
The areas upstream of Sites 2, 4, and 5 appear to be contributing the most significant I/I.
The peak flows actually decreased from Site 2 to Site 1. This is likely due to a dampening
of the peak flow as it moved downstream. This is also an indication that there were not
major sources of inflow (most likely source of peak flows) between Site 2 and Site 1.
Therefore, the areas upstream of Sites 2, 4, and 5 are recommended for I/I identification
activities. This should include manhole inspection, smoke testing (if/where not previously
performed), and targeted television inspections. Rehabilitation should then be performed
based on the results of the I/I identification activities. After rehabilitation is complete, post -
rehabilitation flow monitoring should be performed to confirm the effectiveness of the I/I
reduction activities and to determine if additional measures are required.
11

APPENDIX A
RAIN EVENT FLOW GRAPHS

0.60
0.50
0.40
0.30
0.20
Site 1 - Union County Flow Monitoring
May 2 & 3, 2016 Rain Events
1 iiii yr--7‘
ooA
0.00
,J
m 0.00
0.10
0.20
c
0.30 =
76
ce
0.40
- 0.50
5/2/2016
5/3/2016
5/4/2016
Date
5/5/2016
Rain Flows During Rain Event Typical Dry Weather Flows
0.60

0.50
0.45 -
0.40 -
0.35 -
0.30 -
m
E 0.25 -
3
0
0.20 -
0.15 -
0.10
0.05 -
0.00
5/20/2016
5/21/2016
Site 1 - Union County Flow Monitoring
May 20 & 21, 2016 Rain Events
5/22/2016
Date
5/23/2016
IIRain Flows During Rain Event Typical Dry Weather Flows
0.00
- 0.05
- 0.10
c
- 0.15 '�
EC
- 0.20
L.
- 0.25
0.30

0.70
0.60
0.50
0.40
E
3
0
u. 0.30
0.20
0.10
0.00
5/2/2016
5/3/2016
Site 2 - Union County Flow Monitoring
May 2 & 3, 2016 Rain Events
5/4/2016
Date
5/5/2016
mii Rain Flows During Rain Event Typical Dry Weather Flows
0.00
0.10
0.20
c
0.30
cc
0.40
0.50
0.60

0.00
5/20/2016
Site 2 - Union County Flow Monitoring
May 20 & 21, 2016 Rain Events
5/22/2016
Date
5/23/2016
5/24/2016
INIMRain Flows During Rain Event Typical Dry Weather Flows
.
- 0.15 .c
as
e:

0.40
0.35 -
0.30 -
0.25
0.20 -
0.15 -
0.10 -
0.05 -
0.00
5/2/2016
Site 3 - Union County Flow Monitoring
May 2 & 3, 2016 Rain Events
"I I Tr I
5/3/2016
Nkv,kilh
5/4/2016
Date
5/5/2016
Rain Flows During Rain Event Typical Dry Weather Flows
ill 0.00
- 0.10
- 0.20
- 0.30 ;
re
- 0.40
- 0.50
0.60

0.80
0.70
Site 3 - Union County Flow Monitoring
May 20 & 21, 2016 Rain Events
0.60 -
0.50 -
0.40 -
3
0
0.30 -
0.20 -
0.10 -
0.00
5/20/2016
5/21/2016
I I
5/22/2016
Date
5/23/2016
Rain Flows During Rain Event Typical Dry Weather Flows
0.00
0.05
- 0.10
- 0.20
- 0.25
0.30

0.35
Site 4 - Union County Flow Monitoring
May 2 & 3, 2016 Rain Events
0.30 -
0.25
v 0.20 -
co
E
3
0
L. 0.15-
0.10 -
0.05
0.00
5/2/2016
I
5/4/2016
Date
5/5/2016
MN Rain Flows During Rain Event Typical Dry Weather Flows
II
i
0.00
- 0.05
- 0.10
- 0.15
0.20
c
- 0.25
W
0.30
I- 0.35
0.40
0.45
0.50

0.80
0.70 -
0.60 -
0.50 -
ifs
0.40
0
LL
0.30
0.20 -
0.10 -
0.00
5/20/2016
1
Site 4 - Union County Flow Monitoring
May 20 & 21, 2016 Rain Events
r I
5/21/2016
5/22/2016
Date
5/23/2016
Rain Flows During Rain Event Typical Dry Weather Flows
A AA n
0.00
- 0.05
- 0.10
- 0.15
- 0.20
- 0.25
- 0.30
0.35

0.10
0.09 -
0.08 -
0.07 -
0.06 -
0.05 -
0.04 -
0.03 -
0.02 -
0.01 -
0.00
5/2/2016
Site 5 - Union County Flow Monitoring
May 2 & 3, 2016 Rain Events
I
�I+
5/3/2016
1�
0.00
- 0.05
5/4/2016
Date
5/5/2016
Rain Flows During Rain Event Typical Dry Weather Flows
0.10
0.15
0.20
0.25
0.30
0.35
0.40
0.45
0.50

0.05
0.04 -
0.04 -
0.03 -
a 0.03 -
a)
E
i2 0.02
0.02 -
0.01 -
0.01 -
0.00
Site 5 - Union County Flow Monitoring
May 20 & 21, 2016 Rain Events
i'
„I,
1
0.00
- 0.05
- 0.10
- 0.15
c
co
- 0.20 r4
- 0.25
- 0.30
5/20/2016
5/21/2016
5/22/2016
Date
5/23/2016
Rain Flows During Rain Event Typical Dry Weather Flows
0.35

UNIN COUNTY
DEPARTMENT OF PUBLIC WORKS
500 North Main Street, Suite 500, Monroe, NC 28112
Phone: [phone] o Fax: [phone]
April 15, 2015
Mr. Michael Leggett, P.E.
NC Division of Water Resources
Water Quality Permitting Section
Wastewater Branch — PERCS Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
RECEIVED/DES
APRR/pwR
5 20/5
WaterQuality
�
fellinn
Reference: Union County Wastewater Collection System — WQCS00054
Subject: Wastewater Collection Permit Renewal Application
Dear Mr. Leggett:
As required by North Carolina Department of Environment and Natural Resources (NCDENR),
Division of Water Quality (DWQ), Union County Public Works Department is submitting our
Wastewater Collection System Permit Renewal Application.
Included with this letter are the renewal application, signature authority, pump station and high
priority lists, organizational chart, operating and capital budgets, action plans, and a system map.
If you have any questions concerning this permit renewal application and/or attachments, please
call or email me. Thank you for your time and assistance in this matter.
Sincerely,
Richard D. McMillan, P.E.
Assistant Director Public Works
Attachment: Wastewater Collection System Permit Renewal Application
500 North Main St., Suite 600 • Monroe, NC 28112-4730 • Phone: [phone] o Fax: [phone]

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Division of Water Resources INSTRUCTIONS FOR FORM CSA 08-13 & SUPPORTING DOCUMENTATION
15A NCAC 02T .0400 — SYSTEM -WIDE WASTERWATER COLLECTION SYSTEMS
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 n formation, visit the Surface Water Section's Collection System ivebsite at:
h11p://horta/. 1cdenr.org/ivebAii'q/s)wp/ps/cs
General .'hen subiuittiug an application to the Pretreatment, Emergency Response, & Collection Systems (PERCS)
Unit, please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to
these instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of
requested additional information.
1.1
The Applicant shall submit one original and one copy of the application and supporting documentation.
A. Cover Letter
• Submit a cover letter listing all items and attachments included in the permit application package
B. No Application Fee Required
• No application fee is necessary. The permittee will be billed an annual fee upon issuance of the permit
> The appropriate annual fee for systemwide wastewater collection system permits may be found at:
➢ Annual Non-Discharee Fees .
C. System -Wide Wastewater Collection System (FORM: CSA 08-13) Application:
® Submit the completed and appropriately executed System -wide Wastewater Collection System (FORM: CSA 08-
13) 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 Privatley-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 froin the North Carolina Utilities Commission's Water. and SewerDivision 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 .01.06(b). Per 15A NCAC 02T .0106(e), 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
.0I 06(b).
➢ NOTE - Public Works Director's are not authorized to sign this permit application according to the rule
unless they are delegated_.
INSTRUCTIONS FOR APPLICATION CSA 08-13 & SUPPORTING DOCUMENTATION Page 1 of 6

E. Summary of Attachments Required:
• Instruction A:
• Instruction C:
❑ Instruction C:
® Instruction D:
• Section IV.3
• Section I:V.4
• Section V.4
® Section V.6
El Section VI.2
• Section VI.4
• Section VI.6
O Section VII
Cover Letter
Application
Ownership Documentation (i.e. CPCN) (If necessary)
Delegation Letter (If necessary for signing official)
Pump Station List
High Priority Lines List
Annual Budget for Collection System (Updated and Approved)
Capital Improvement Plan (Updated and Approved)
Response Action Plan
Contingency Plan
Comprehensive Collection System Map
Note Any Potential Compliance Issues
THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER RESOURCES
PERCS UNIT
By U.S. Postal Service:
Attn: PERCS Unit Supervisor
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
By Courier/Special Delivery:
512 N. SALISBURY:ST. Suite 925
RALEIGH. NORTH 'CAROLINA 27604
FAX NUMBER: [phone]
INSTRUCTIONS FOR APPLICATION CSA 08-13 & SUPPORTING DOCUMENTATION Page 2 of 5

I. APPLICANT INFORMATION:
1. Applicant's name (Municipality, Public Utility, etc): UNION COUNTY PUBLIC WORKS
2. Facility Inforniation: Name: Union County Public Works Collection System Permit No.: WQCS00054
3. Applicant type: ❑ Municipal ❑ State ❑ Privately -Owned Public Utility
County ❑ Other:
4. Signature authority's name: Richard D. McMillan, P.E. per I5A NCAC 02T..0106(b)
Title: Assistant Director Public Works
5. Applicant's mailing address: 500 North Main Street, Suite 600
City: Monroe State: NC Zip: 28112-
6. Applicant's contact information:
Phone number: [phone] Fax number: ( ) - Email address: richard.mcmillau a,co.union.nc.us
II. CONTACT/CONSULTANT INFORMATION:
1. Contact Name:
2. Title/Affiliation:
3. Contact's mailing address:
4. City: State: Zip:
5. Contact's information:
Phone number: ( ) - Fax number: ( ) = Email address:
11I. GENERAL REQUIREMENTS:
1. New Permit or Premit Renewal? ❑ New ® Renewal
2. County System is located in: UNION County
3. Owner & Name of Wastewater Treatment Facility(ies) receiving wastewater from this collection system:
Owner(s) & Name(s): Union County Public Works (UCPW) 12-Mile WRF, UCPW Crooked Creek WRF, UCPW Olde
Sycamore WRF, UCPW Tallwoods WRF, UCPW, Grassy Branch WRF; City of Monroe WWTP; Charlotte Water -
McAlpine Creek WWTP: Lancaster County Water & Sewer Distict (SC)
4. WWTF Permit Number(s): UCPW 12-Mile (NC0085359), UCPW Crooked Creek (NC0069841); UCPW Olde Sycamore
(W00011928), UCPW Tallwoods (NC0069523), UCPW, Grassy Branch (NC0085812): City of Monroe ((NC0024333);
Charlotte Water - McAlpine Creek (NC0024970); Lancaster County Indianland WWTP (SC0047864)
5. What is the wastewater type? 95 % Domestic or 5 % Lidustrial (See 15A NCAC 02T .0103(20))
Is there a Pretreatment Program in effect? ❑ Yes or ® No
6. Wastewater flow: 8.681 (12-month average) MGD (Current average flow of wastewater generated by collection system)
7. Combined permitted flow of all treatment plants: 13.825 MGD
8. Explain how the wastewater flow was determined: ❑ 15A NCAC 02T .0114 or ® Representative Data
9. Population served by the collection system: 96.000 (based on 36,000 sewer accounts x 2.75 persons per account)
IV. COLLECTION SYSTEM INFORMATION:
APPLICATION CSA 08-13 Page 3 of 5

1. Line Lengths for Collection System:
Sewer Line Description
Length
Gravity Sewer
558.73 (miles)
Force Main
73.047 (miles)
Vacuum Sewer
0 (miles)
Pressure Sewer
0 (miles)
2. Pump Stations for Collection System:
Pump Station Type
Number
Simplex Pump Stations (Serving Single Building)
Simplex Pump Stations (Serving Multiple Buildings)
Duplex Pump Stations
66
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
• Reliability Source (permanent/portable generator, portable pumps)
> Capacity of Station
4. Submit a list of all high priority lines according per 15A NCAC 02T .0401 (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 stnicture that is responsible for management, operation and maintenance of
the collection system.
Ed Goscicki, P.E., Executive Director; Richard McMillan, P.E. - Asst. PW Director; Josh Brooks - Utility Field Services
Superintendent (ORC); Greg Morgan - Utility Field Services Supervisor (Backup ORC) Collections System Operations and
Maintenance (13 employees); Michael Farrar.- Utility Field Services Supervisor - W/S Infrastructure Repair and Maintenance (15
employees); James Amaral - Utility Compliance Administrator (FOG/Pretreatment)
2. Indicate the current designated collection system operators for the collection system per 15A NCAC 08G.0201
Main ORC Name: Josh Brooks
Certification Number: 986361
Back -Up ORC Name: Greg Morgan
Certification Number: 989865
3,. Approximate annual budget for collection system only: $ 2,545,302
4. Submit a copy of your current annual budget.
5. Approximate capital improvement budge for the' collection system only: $ 64,020,997
6. Submit a copy of your current capital improvement plan.
7. is this collection syste►ii currently a satellite system ® Yes or ® No
8. Do any satellite systems discharge to this collection system I1 Yes or ❑ No (if yes complete table below)
APPLICATION CSA 08-13 Page 4 of 5

Satellite System
Contact Information (Name, Address, Phone Number)
Town of Wingate
Bart Farmer, W&S ORC; 210 Edgewood Dr., PO Box 367
Wingate, 28174 (704-233-4042)
Town of Marshville
Bivens Steele, Public Works Director, 201 West Main Street,
Marshville, NC 28103 (704-624-2515)
Complete for Satellite Systems that have a flow or capacity greater than 200,000 GPD (Average daily flow)
9. List any agreements or ordinances cun•ently in place to address flows from satellite systems:
Interlocal agreements with the Torn of Marshville and Town of Wingate to accept flow. UCPW has agreements with City
of Monroe (2.65 MGD), Charlotte Water (3.0 MGD), and LCWSD (0.025 MGD) to accept flow.
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•Svstem-Wide Collection Svstem Permit Conditions. ilr WATT
ac. m,n1 off ted:to `Ihp'� -tpkitea,YrairiliNiaWtTliTiliWilgq14. Any compliance dates inust be included within
the permit prior to issuance or the permit holder will be found in violation upon inspection.
ie
Permit Condition
Cun ent
Compliance?
If no, Indicate a
Compliance
Date
Typical
Compliance
Schedule
1(4) — Grease ordinance with legal authority to inspect/enforce
/„1 Yes ❑ No
12 — 18 nto.
1(5)— Grease inspection and enforcement program
// Yes ❑ No
12 —18 mo.
I(6) — Three to five year current Capital Improvement Plan.
Yes ❑ No
12 — 18 mo.
I(8) — Pump station contingency plan
0 Yes ❑ No
3 mo.
I(9) — Pump station identification signs.
►1 Yes ❑ No
3 mo.
I(11) — Functional and conspicuous audible and visual alarms.
12. Yes ❑ No
3 — 6 mo.
II(5) — Spare pumps for any station where one pump cannot
handle peak flows alone (in a duplex station, the 2'd pump is
the spare if pump reliability is met).
6 — 9 mo.
1 Yes ❑ No
II(7) — Accessible right-of-ways and easements.
/ 4 Yes ❑ No
6 — 12 mo.
I1(9) — Response action plan with Items 9 (a — h).
V Yes ❑ No
3 mo.
111(3) — Comprehensive collection system map
/:1 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):
APPLICATION CSA 08-13
Page 5 of 5

VII. APPLICANT'S CERTIFICATION per 15A NCAC 02T .0106(b):
1, Richard D. McMillan, P.F., Asst. Dir. Public Works attest that this application for Union County Public Works.
(Signature Authority's Name & Title from item I.4) (Facility name from Item 1.1)
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 penaltieses// up to $25,000 per viioollation.
�f Signature: .4.J/ J�!m. Date: `" ,45-
APPLICATION CSA 08-13 Page 6 of 5

UNION COUNTY
DEPARTMENT OF PUBLIC WORKS
500 North Main Street, Suite 500, Monroe, NC 28112
Phone: [phone] o Fax: [phone]
August 14, 2014
Mr. Wes Bell
NCDENR DWQ — Mooresville Regional Office
610 E Center Avenue, Suite 301
Mooresville, NC 28115
Subject: Signatory Authority, Discharge and Non -Discharge Permits
Union County Public Works
Dear Mr. Bell,
Please accept this letter as an official delegation of signatory authority to the position of
Public Works Assistant Director. The signatory authority should encompass:
o All NPDES permits, current and future, as well as associated applications, reports,
correspondence and the like. Current permits include NC0069841 (Crooked Creek
WWTP), NC0085359 (12 Mile WWTP), NC0069523 (Tallwood WWTP),NC0072508
(Hunley Creek WWTP), NC0085812 (Grassy Branch WWTP)
o All Non -Discharge permits, current and future, as well as associated applications,
reports, correspondence and the like. Current permits include WQ0011928 (Olde
Sycamore WWTP), WQCS00054 (Collection System), WQ0007486 (Land
Application), WQ0032519 (12 Mile Reuse), WQ0032520 (Crooked Creek Resuse).
Should you require additional information, please do not hesitate to contact Richard McMillan at
704-296-4215.
Sincerely,
Edward Goscieki, PE
Executive Director
Union County Public Works
500 North Main St., Suite 500 6 Monroe, NC 28112-4730 0 Phone: [phone] o Fax: [phone]

UNION COUNTY PUBLIC WORKS
WASTEWATER COLLECTION - PUMP STATION LIST
bli talFJTiSTAiraN
ADDRESS _
•ALARM TYPE
PUMP
GENERATOR
DESIGN.CAPACITY
fPVANS16AStNl
AUDIBLE
VISUAL
SCADA
TELEMETRY
DIALER
RELIABILITY
PERMANENT
PORTABLE
' ' " MGD..
Brookhaven
3120 Delamere Ln.
Yes
Yes
DFS
Duplex
Yes
1.72
12 Mile
Magnolia Ridge
4719 Magnolia Ridge Dr.
Yes
Yes.
DFS
Duplex
Yes
0.017
12 Mile
Howie Mine14
705 Howie Mine Rd.
Yes
Yes
Mission
Duplex
Yes
N/A
12 Mile
Howie Mine 15
Cureton St. - Waxhaw
Yes
Yes
Mission
Duplex
Yes
N/A
12 Mile.
Howie Mine 16
600 Price St. - Waxhaw
Yes
Yes
Mission
Duplex
Yes
N/A
12 Mile
Howie Mine 17
State Rd. 1323 - Waxhaw
Yes
Yes
Mission
Duplex
Yes
N/A
12 Mile
Howie Mine 18
302 Washington St.
Yes.
Yes
Mission
Duplex
Yes
N/A
12 Mile
Howie Mine 19
Pearl St. - Waxhaw
Yes
Yes
Mission
Duplex
Yes
N/A
12 Mile
Howie Mine 20
322 East N. Main St.
Yes
Yes
Mission
Duplex
Yes
N/A
12 Mile
Howie Mine 21
300 East N. Main St.
Yes
Yes
Mission
Duplex
Yes
N/A
12 Mile
Howie Mine. 22
418 Price St.
Yes
Yes
Mission
Duplex
Yes
N/A
12 Mile
Howie Mine 23
Across 208"Howie Mine Rd.
Yes
Yes
Mission
Duplex
Yes
N/A
12 Mile
Howie Mine 24
Dunlap St.
Yes
Yes
Mission
Duplex
Yes
N/A
12 Mile
Sandlewood
2907A Faircroft Way
Yes
Yes
DFS
Duplex
Yes
N/A
12 Mile
Parkwood Sch.
3219 Parkwood School Rd.
Yes
Yes
DFS
Duplex
Yes
0.040
12 Mile
21-25
910 Sharon Dr.
Yes
Yes
DFS
Duplex
Yes
12 Mile
Jackson Ridge
Off Waxhaw Pkwy behind CVS
Yes
Yes
DFS
Duplex
Yes
0.023
12 Mile
Old Hickory
Hwy. 16 @ Pine Oak Rd.
Yes
Yes
DFS
Duplex
Yes
0.019
12 Mile
Southfork
South Fork Rd.
Yes
Yes
Guardit
Duplex
Yes
12 Mile
Jaars
Wycliffe Ave.
Yes
Yes
DFS
Duplex
Yes
0.06
12 Mile
Wysacky Park 7
400 Essaw Rd.
Yes
Yes
Mission
Duplex
Yes
N/A
12 Mile
Wysacky Park 8
312 Yamasee Rd.
Yes
Yes
Mission
Duplex
Yes
N/A
12 Mile
Wysacky Park 10
218 Yamasee Rd.
Yes
Yes
Mission
Duplex
Yes
N/A
12 Mile
Wysacky Park 11
125 Yamasee Rd.
Yes
Yes
Mission
Duplex
Yes
N/A
12 Mile
Wysacky Park 12
200 Yamasee Rd.
Yes
Yes
Mission
Duplex
Yes
N/A
12 Mile
Wysacky Park 13
122 Yamasee Rd.
Yes
Yes
Mission
Duplex
Yes
N/A
12 Mile
Sun Valley Place
3053 Wesley Chapel -Stouts Rd.
Yes
Yes
DFS
Duplex.
Yes
0.51
12 Mile
Poplin Rd.
5502 Poplin Rd.
Yes
Yes
DFS
Duplex
Yes
2.89
12 Mile
Mill Bridge
Off Kensington Rd.
Yes
Yes
DFS
Duplex
Yes
3.65
12 Mile
Southbrook
212 Leafmore Ct.
Yes
Yes
DFS
Duplex
Yes
0.03
12 Mile
Stonebridge
Rocky River Rd. and Doster Rd.
Yes
Yes
DFS
Duplex
Yes
0.43
12 Mile
Western Union
4111 Westem Union Schol Rd.
Yes
Yes
DFS
Duplex
Yes
0.012
12 Mile
Crane Valley
Off New Town Rd. before Crane Rd.
Yes
Yes
DFS
Duplex
Yes
0.043
CMUD
Dra on Hall
8403 Chevemey Ln.
Yes
Yes
DFS
Duplex
Yes
0.016
CMUD
Tarkill
10705 Waxhaw Marvin Rd.
Yes
Yes
DFS
Duplex
Yes
1.17
CMUD
Marvin Ridge
2831 Crane Rd.
Yes
Yes
DFS
Duplex
Yes
0.038
CMUD
Forest Park
Meadowbrook Dr.
Yes
Yes
DFS
Duplex
Yes
0.518
Crooked Creek
Helmsville
Grey Fox Dr.
Yes
Yes
DFS
Duplex
Yes
0.508
Crooked Creek

UNION COUNTY PUBLIC WORKS.
HIGH PRIORITY LINES LIST
High Priority and Aerial Sewer Main Inspection Lon
Address Area Descripttonof Loat1on
MH 10 lls
PIPE INFORMATION
CONDITION
Label
Facility ID
Upstream
Downstream
Prlorlty TVPe •
Material
51.1e (°)
Length (')
Date
Good
Bad
Comments
PR•01
2000Canmarton Lain,
5hnnnmmaro
Behind iddroon
2338
3413
3453
AnnanSurfaeo water
DIP
8
15
PR-02.
Shonmmnioro
Outfall behind Hanley Crack Wy.TP
'2415
829G
8237
Aennl
DIP
8
31
PR-03
3448 Shadow Lake Ln
End of Shadow Lake. behind nddrani
2605
3708
3709
Aerial
DIP
8
,80
PR-04
Hunlov Creek PS FM
Bridge on Steven Mill Rd -
FM83
Aerial
DIP
12
60
PR-05.
2122.2116 Caernarfon Ln
Shannnmam
Behind oddrosnm: at creek by golf touroo
2323
8855
3031
Surface Water
PVC
8
G
PR-0G'
Stevens Mill Rd
Stevono Ml l Omvlty One of bridge
15704
3705
12553
Aerial
DIP
8
.80
PR-07
2300.222G Caomaifon Ln
Snannamaro
Between 2300 - V20 Cacmodon Ln. •
2379
3628
3620
.Sudeee Water
DIP
8
4
PR-08
3111.31117 Cardigan Ct
Shann0maro
Behind 3111-3117Cardlmn Ct
2359;2361-
3451;3632
8775
Bothnurfoco water
DIP
8
5
PR-09.
4502-4510 Shannnmam Dr
Snonnomari
Between 4502 ae4t4510 Shannamaro Dr.
8546
3468
3409
/lanai
DIP
8
8
PR-10
4501 Shnnnamam Dr
Shonnanwro
BonIdo 4501 Shannamoro Dr.
8544
3383
3379
Surface Water
DIP •
8
5
PR-11
451114634 Shannagum Dr
Shnnnnmam
Between 4510 and 4004 5h4nnamam Dr.
2240'
3466
3650
Avnal
DIP
8
40'
PR-12'
5385 Shonnamoro Dr
Shannnmam
Behind 5385 Shannomaro Dr
2459
3654
3655
Surface Water
DIP
8
6
PR-13
5361-5355 Sh.nnanum Or
6hannomaro
Betwaon 5361 and 5355Shannamam Dr
2455
3652
3653
Surface Water
DIP
8
10
PR-14
5337 Shtinnemoro Or
Shanndmaro
Behind 5337 Shannnmam Dr.
2451
3503
3651
Surface Water
DIP
8
5
PR-15
717CIIr4on Dr
Shnnnemaro
• 8463
3427
3426
Surface Water
DIP
8
5
PR-16
716Cllydon Dr
Shannnmam
8494
3423
3385
SurfeeeWater
DIP
8
8
PR-17
2191.22195 fdltmouoo Dr
Hunlov Crcok
Between 2101 and 2195 Mulhouse Ln:
13703
3842
3841
Surface Water
DIP
8
10
PR-18
5002 hlllihouao Ln
Huntov Creek
Between 5002 Whom, 500801de Stone
13700
4812
3847
Surface Water
DIP
8
5
PR-19
501901e6 Stone Ln
Hunloy Creek
0ciltlo 50190tdo Slane In:
13703
3847
4813
Surface Water
DIP
'8
5
PR-29
5019-50250140 Stone
Hunloy Crook
Behlnd.S019 and 502504o Slone Ln.
13788
3848
3849
Surface Waiter
DIP
8
5
PR-21
G0451051 Burnt MIS Rn
Huntay Creek
Between 6045 and 6051 Burnt MIS Rtin'
13700
3850
4877
Soda.; Water
DIP
8
5
PR-22
821341219 kinky Rldne
Huntov Creak
Between 8213 and 8219 Hunlov RklneRtlt
13807
3851
3850
Surtaco Water
DIP
8
5
PR-23
622511231 Hunlov Ridge
Huntvy Creek
Between 8220 and 0237 Hunlov Rlena Rd)
1380E
3852
3881
SUdaee Water
DIP
8
5
PR-24'
8231 Hon18v Rlaoc Rd
Huntov Crcok
BOald08231 Hanky Ridno Rd.
13805
4836
3852
Surface Water
DIP
8
5
PR-25`
8258-8254 Hunloy Ridge
HuntoyCrolk
Between 8258 end 8254 Hunloy Rbne-Rd.
15053
385G
4843
Surface Water
DIP
. 8
10
PR-26•
2411-2419 Wleowbiook Dr
Willowbrook
Between 7411 and 7419 Willowbrook Dr
13821
2857
3850
Surface Water
DIP
8
10
PR-27
3127-37335hativ Grave
Willowbrook
Between 3127 and 3133'Shadv Crove'Ln
7493
8553
8554
Surface Water
DIP
8
5
PR•28
3139Shadvcrovv
Willowbrook
ha
Behind 3139 Shady Grove Le.
7500
.8555
'8554
Surface Water
DIP
8
5
PR-20
3145 Study Grove
Wltlavihrook
Behind 3145'Shady Grove Ln,
13741
8555
4808
Surface Wnmr
DIP
8
8
CD-01
Faith Church Rd
Bridge
Lake Park at Faeh Church Rood Bodge
580
3155
7413
• Surtacri Water
DIP
8
15
CC-02.
Woodercek Ct
Achecroft..
Anherof Tie -In
758
5168
2409
Aerial
DIP
12
21
CC-03
Yountrt Rd
Wal-matt Tln In
77500
5807
Aerial
DIP
8
12
CC-04
Jaquekvn Or. and Tech. Dr
Brittany Downn
1040
5323
'24118
, Surface Water
DIP
12
10
CC-05:
115 Brooke Lane
Brittany Dooms
2125
5874
5873
Surface Water
DIP
6
6
CC -OS:
275 Port Office Devi,USPO
2^48
5543
5535
Surface Water
DIP
8
10
CC-07
Outran
For sPark
4134
5001
7275
Aerial .
DIP
8
18
CC-08
Outlall
Staniar' Elementary
Stallingn EleMentary SCOW he In
15608
14445-
14446
Atrial
DIP
12
10
CC-09.
Pepper Labe
Potent Park
Peppor'Ann Ln.
392
2175
2208
Aerial
DIP
8
CC-10
WoNoy Court
AMnero4
'Moron Tie-in IW :Jnv Cd.)
581
515C
2412
Aerial
DIP
- 30
CC-11
2020 Youn0 Rd_
Wal-Mart
10138
5831
5830
Surface Water
DIP
8
ES-01
Trellis PS
Noble OM.
Trott.
FM66
Aerial
DIP
6
110
ES-02
Trento PS
UC Jail
` P�r Kvx. r,y'
dn11' _ „: 3
Aerial.
DIP
8
30
ES-03
Bobwhite Circle
Greenbrook
a�o-s+ rF �.:«r
MM'.t7^2.s'7. ...... .
Surface Water
DIP
'8
18
ES-04
Monroe-Arr..orwllle Rd
ESA,
Creek Cro:'.ine
3641
2720
2707
Surface Water
Clay
24
36
TM-01.
12 Mlle WWTP PS
Lift Station
Duane at Rant
16320
20056
20055
Surface Water
DIP
24
50
..
TM-02
4911 San0Nn Drive
New Town Wings
Behind 4311 S0ndtvn Or .
9075
7911
8057
Aerial
DIP
8
50
TM-03
2710 Fairaoft War.
Sandalwood
2710 Fal¢ro9 Way and 2603 Doven
. 7625
1352
8607
Surface Water
DIP
8
7
2604 Devon Drive
Sandalwood
7588; 7590
1152
1155
Surface Water
DIP
8
8
TM-04-
402 6revard St
Woihaw
Behind Town of Waxk-nw Maier.
6083
7312
2537
Surface Water
DIP
8
10
TM-05'
1939 Tharnerent 01
F11rrnon Park
Behind 1903 Tlwrnerest ditto
5545
7354
.7331
Aerial
01P
:8
40
TM-06
1210 Billy Howey Rd
WenIov Chapel
Off filly Noway Rd
16071; 2850
1768
1769
Surface Water
DIP
30
50
7N:-07
1210 OIOv Howey Rd
Woolov Chapel
Off Billy Howey Rd
2855.
1760
1756
Surface Water
DIP
30
50
Twee
8109 Klnnmon Dave
Itingrdan on Pray.
Acroan from 8109 Marlon Drive
5734
7333
7338
Aerial .
DIP
.8
41
TM-09
0605 Aantan Manor
Ashton Manor
Behind 9605 Ashton Manor Way
53139
3039
3039
Aerial
DIP
8
12

UNION COUNTY PUBLIC WORKS DEPARTMENT
,.. r..,..(p41.:..t.pv00
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P-9140tY,1!4-Or::..........ill.!
V4:1,..14
gv,Rapitl Resp�nse
.**
• ;;Ett Goscicki
IgiOtiardit
Assistant.NVie-:,
A., A:1r setar
ichock
a
1,7 rity .f..v"- 1.66 s'
UPdtifitatidiant
I..Q.E4se ii
" '
iMallrytettarKe,.
*,*,*,,,..1.,k+w:,•*,t, 0.4'7`" "1 ti.,.° 44, 4:
,, 1,,,
Mikearrar
•
1***t5e•Supervisor:
014-.ap
(11,ttlitty..tiocdtots
tth
-4. 4 $1,4' t• °,:•
Muligss.
iltet)aft-
Leo's'
Ps
. •
APRIL 2015

(flnolz Co iu j; NG fiY 2015 driPteci Op- eratitzR"a i nj itni iinpraveiizent B rrtge
Division Resource Summary
Category
PUBLIC WORKS INTERFUND TRANSFERS
EXPENDITURES
PY 2'009 1-Y 2010 FY 20T1 F1' 2012
Actual ?.dual _ Actual Actual
Division Category .Summary
PY 2013
Actual
'FY 2014
1.evised
CY 2015
Adopted
Change
% Change
InterIund Transfers
5,656,137 3,636,620 3,116,932. 4,344,855 7,808,944 •4,682,363 4,535,916 -146,447 -3.13%
Total EXPENDITURES
5,656,137 3,636,620 3,116,932 4,344;655 7,608,944 4,682,363 4,535,916-146,447 -3.13°
Total Project Revenue (Over)/Under Expenditures
5,656,137 3,636,620 3,116,932 4,344,855 7,808,944 4,682,363 4,535,916 -146,447 -3.13%
PUBLIC WORKS NON -DEPARTMENTAL
REVENUE
Enterprise Charges for Services
Inve.stnientlncome
Other Revenue
-552;613-631,SSS-650,115.-671,209-765,715-2,163,540-2,172,220 -8,660 0.40%
-2,002 264'-1,051,653 -717,774 -395,491 7$ 920-338,444-325,000 13,444 -3:97%
-112,885-25,554 -36,686 -91,105-41,445-24,481-31,100' -6,619 27.04 %
Total REVENUE
-2,967,762-1,909,295, I,404;575-1,157,808 -728,240-2,526;465-2,528;320 -1;855 0.07%
EXPENDITURES
Employee Compensation
Employee Benefits
Operating Cost
0 0 0 0 0 0 145,467 145,467 0.00%
0 0 0, 0 0 14,340 37,916 23,576 164.41' ,
0 0 0 0 0 92,000 0.-92,000-100.00
Total EXPENDITURES.
0 106,340 183,365 77,043 72.45%'
Total Project Revenue (Over)/Under Expenditures
-2;967,762 -1,909,295 -1,404,575 1,157,808 -72S,240 -2,420,125 -2,344,937 75,1SS 3.11%
FTE SUMMARY PUBLIC WORKS NON -DEPARTMENTAL
Pull -Time 89.80 89.80 90.20 90.20 93.91 84.23 87.4S 3.25 3.86%
Part -Time 0.70 0.70 0.70 0.70 0.00_ 0.00 _ 0.00 0.00 0.00%
Temp -Part -Time 0.71 0.71 .0.71 0.32 0.59 0:59 0,59 0.00' 0.00%
Total PUBLIC WORKS NON -DEPARTMENTAL
REVENUE
91.21 91,21 91.61 91.22 94.50 S4.S2 SS.07 3.25 3.83%
STofal Col lc coon ;Systeril O,pera'ting Budezt Adopted=tor,1'Y 1:- .1§;2 545.302s
which=is•tivido,,up oethL 2OS,G73 and $2;336 629 at�d `further in tli ,document.
Enterprise Charges for'Services
-602,135. 969,682 -926,408 -919,885 -1,039,908
0 0 n 0.00%
Total REVENUE
-602,135-969,662-926,406-919,865 -1,039,908
0
0 0.00%
Employee CompensaEon 100,425 76,699 105,363 103,566 46,054 48,021 48,486 465 0.97%
Employee Benefits 44,673 •39,425 59,488 68,180. ' . 26,428 24,394. 26,267 1,693 7.76°%,
Operating Cost 722,273 719,042 635,773 693,271 146,924 118;410 133,900 15,490 13.05
Capital outlay 0 14,256 0 0 0 36,160 0-35,160 -100:00%
14i9.tO 1 .a.FPN Ptyiku/kVI
867,571 649,422 800,624 865,019 219,407 228,985 es12= -20,312 4.67%
Total ProjectRevenue(Over)/Under Expenditures
265,436-120,260-125,784-54,866 -820,501 228,965 206,673 -20,312 -8.87°
Adopted FY 2015 Operating and Capital Budget
Union County,NC.
N - 11

CtarcitE1, NC SY 20Z5.Ado; tea Ojiel'rttiic; nlid•Cripzitirrt 14W1C541ireift73#11gg
D4prsi'oil. Resource
"Cn ego""ry
•
...-...�„ti, +-ia-+,` •.�.\` rc- , T M+} Y --MOW - - S.+f.......- ,... .., W ,.wJ.. yyY.... - . _n. ..
R''009� flf ?01,0 FCC 2011 FY 2p12 vie 2p13 T�'!?Q74 TX2015' Gu nge
Act 5iil _ Adtu l !{, tua-1 • &AM tldival " kleiiseti. Aclopied
% cI uoig
fammenivrel
REVENUE
IV ez`vmsa
Enterprise Charges for Services
Other .Reven
-7256,292-12,070,060-11,376,137-13,550,945-13,201,007-1.4,535,310-15,363,537-333,227 5.73%
-1,075 -103 -3,950 0-16,962 0 0 0 0.00%
Total REVENUE
-7,257,367-12,070,163-11,335,137 -13,550,9 45, -13,217,970-14,535,310 -15,368,537 -833,227 5.73%
Employee Compensation
Employee Benefits
Operating Cost
Capital Outlay
760,619 656,441 681,257 709,961 786,312 829;734 890,727 60,993 7.35%
324,099 291,373 370,354 404,261 420,897 428,4SS 495,117 66,629 15.55",;,
691,215 573,951 661,539 617;213 1265;963 S02,234 S30,785 78,551 9.79%
234,602 3,000 54,114 121,891 179,134 258,257 70,000 -188,257 -72.90%
2;010,535 1,529,765 1,767,814 1,353,326 2,652,307 2,318;713 17,916 0.77%
Total Project Revenue (Over)/Under Expenditures
-5,246,332-10,540,398-10,117,323-11,697,619-10,565,663'-12,216,597-13,031,908415,311- 6.67%
SEWER DEBT SERVICE
REVENUE
Debt Proceeds - Restrticted Revenue
0-249;763
0
0 0 0 0 0 0.00%
Total REVENUE
0-249,763
0
0 0 0 0 0 0.00%
EXPENDITURES
Debt Service
1,930,612 2,136,644 2,075,629 1,926,747 1,873,431 1,422,930 1,389,901 -33,029 -2.32%
Total EXPENDITURES
1,930,612 2,136,644 2,075,629 1,926,747 .1,373,461 1,422,930 1,389,901 -33,029 -2.32%
Total Project Revenue (Over)/Under Expenditures
1,930,612 1,836,381 2,075,629 1,926,747 1,873,481 1,44930 1,339,901 -33,029 2.32`i'o
SEWER PLANTS_ EAST
EXPENDITURES
Employee Compensation 122,353 105,967 123,594 173,252 133,870 136,455 0-136,455-100.00%
Employee licnefits 46,602 43,049 68,676 99,978 65,191 72,282 SO-72,202-99.89%
Operating Cost 612,105 524,806 563,747 535,846 502,366 855,503 639,870 -215,633 -25.21%
Capital Outlay 222,7773. 25,104 0 0 36,548 147,000 245,000 98,000 66.67%
Contracts, Grants, and Subsidies 0 0 0 0 0 0 2,227,402 2,227,402 0.00%
Total EXPENDITURES
1.,003,833 698,926 761,017 509,076 737,974 1,211,240 3,112,352 1,901,112 156.96%.
Total Project Revenue (Over)/Under Expenditures
1,003,833 698,926 761,017 509,076 737,974 1,211,240 3;112,352 1,901,112 156.96%
Adopted FY 2015 Operating and Capital Budget
Union County, NC
N - 12

Program
Crooked Creck Basin Improvement;
Crooked Creek Basin Improvements
Crooked Creek Basin Improvements
Crooked Creck Basin improvements
Crooked Creck Basin Improvements
Crooked Creck Basin Improvements
Eostside Wostcwoter Improvements
East•-!dc Wastewater Improvements
New Lake Twitty Sewer Shea
Town Center Development
Town Center Development
Town Ccntcr Development
Town Ccntcr Development
Twelve Mlle Creck WWTP System improvements
Twelve Mile Creek WWTP System Improvements
Twelve Mile Crcek WWTP System Improvements
Wastewater Pump Station Improvements
Wastewater Pump Station Improvements
Wastewater Pump Station Improvements
Wastewater Rehabilitation and Replacement
Wastewater Rehabilitation and Replacement
Project n
Project Name
SUMMARY OF COLLECTION SYSTEM CIP PROJECTS
SW029 CCIAI Study& Rcmcdlotlon
SW030 CC Interceptor Improvements Ph1
UT001 Crooked Crcek Interceptor Improvements Ph 2
UT002 Crooked Crcek Interceptor Improvements Phi
UT003 Forest Park PS Replacement & Interceptor lmprovemen
UT004 Crooked Creck Interceptor Improvements Ph 4
SE002 East S1dc Improvements
SE003 Rays Fork Interceptor
UT007 Development of Lake TwIty Sewer Shed
SW026 Stallings Collection System
SW02B Mineral Springs Collection System
SW033 Unlonvlllo Community Center WW Service
5W034 Fairview Downtown WW Service
SW022 East Fork 12M Crcek Parallel Trunk
SW032 Blythe Crcek Sewer Improvements
5W037 West Fork 12M Interceptor Improvements
SW031 Wastewater Pump Station Improvements
SW035 Collection System SSES & Rehab
SW036 Pumping Station Upgrades
MS006 Wastewater R & R Program
M5009 Manhole Rehab 12ML & Grassy Branch
TOTAL OF ALL COLLECTION SYSTEM PROJECTS
Appropriated Project Adopted FY2015
to Date Budget
1,770,250
257,500
6,657,957
250,000
431,200
1,267,240
103,000
206,000
7,162,600
741,600
92,700
500,000
46,360
3,136,640
4I6,050
5,900,000
1,410,300
212,000
1,I66,000
22,653,047 9,104,250
Unappropriated Planninr Years
FY2016
FY2017
FY2018
FY2019
FY2020
1.953,200
-
-
-
-
-
2,2I5,700
-
-
-
-
2,215,700
-
'
439,000
2,925,000
-
-
-
-
415,000
2,765,000
-
'
-
-
361,000
191,000
2,233,000
-
-
•
7,672,000
-
-
309,000
560,000
-
113,000
605,000
215,000
224,000
231.000
236,000
242,000
1,299,000
1,232,000
1,265,000
1,298,000
2,331,000
4,114,200
17,066,700
4,126,700
4,417,000
2,539,000
TOTAL APPROPRIATED TO DATE & UNAPPROPRIATED
PLANNING YEARS
$64,020,997

1Y 2W 5 ,Z02Q 'Uruoit irtity cnpitdl Irarprove»rertt Prograii
STN02J
CC Z&X Study & Remediation
Project Detail
Public Works
Crooked Creek Basin Improvements
Project Scope
{Project provides for the Inflow and Infiltration Study and remediation of the Crooked Creek Basin..
Project justification and History
This: project constitutes one of six subprojects included in the Crooked Creek Basin Improvements. An Inflow and Infiltration Study and remediation of the
CCrooked Creek Basin will be performed resulting inspecific recommendations for reducing the I & I. These recommendations -may include, but not limited to,
'pipe replacement, trenchless rehabilitation, manholelining, pipe bursting, etc.
Project Resource Sinnmani .
17ro Ac�oP ed lYUnap,PxopriFted Plai n nirYea. xsPro ectPia e ApprOprigiOn TY2015 U 20171�O1S, FY
2019
FY 2020-
Total
REVENUE
FY 2015 Water and
Wastewater Rev Bonds
Utility Pay Go
-1,508,950 416,050
-2614300 . .0
0
0
0
0-1,925,000"
•0 261,300
Total REVENUE
-1,770,250 -416,050
.0
0
2,1,86,300
EXPENDITURES
Constriction 1,508,950 416,050
Design and Engineeiing. 261,300 0
Land. Acquisition 0 0
0
0
0
0
0
0
0
0
0
0
0
0
1,925,000
261,300
0
Total EXPENDITURES
1,770,250 416,050
0
0 0
0
2,186,300
Revenue-(Over)/Under Exp. 0 0 0 0 0
0
Adopted FY 2015Operating and, Capital Budget
Union County, NC
R - 93

2615 2O2(£T urarr;.Count��_Capilal irrp,b' tnxerzh rogrartT'
9W03Q
I'ubiic Works
Crooked Creek Basin Improvements
Project Scope
jProject;provides for 13,400 LF of comprehensive sewer rehabilitation and related improvements.
Project Justification and History
;The Comprehensive Water and Wastewater Master PIan recommended various interceptor improvements within the Crooked Creek Basin. These
;improvements will reduce inflow and infiltration, and^provide additional capacity forcurrent and future wet weather flows.
Project Resource Sumnutry
Project Phase
ProioctTb-t?ate, —
A ia"pted
r\pp�opriatigit, STY 2015
KlnappApriated Planning Years
FY 2016 ;FY 2017 .FY 2018 - FY 2019
FY 2020
Total
REVENUE
FY 2015 Water and
Wastewater Rev Bonds
-257,500
0-1,958;200
0
0
0-2,215,700
Total REVENUE
-257,500
0 -1,958,200
0
0
0-2,215,700
EXPENDITURES
Construction
Design and Engineering
Land Acquisition
0
257;500
0
0 1,958,200 0
0 0 0
0 0 0
0
0
0 0 1,958,200
0 0 257,500
0 0 0
Total EXPENDITURES 257,500 0 1,958,200
0
0
0
0 2,215,700
Revenue (Over)/Under Exp. 0
0 0 0 0
0 0
Adopted FY 2015 Operating and Capital Budget
Union County, NC
R - 94

Via' 20z5-2020 Llrrro i 'Co!Lr1 J CRpit�t iiprnver""tre1 Arogrn ti , -
-Il'7`00
Crooked "Creek Ixhterceptor Imp Ph 2
Project Detail
i'ukl c Works
Crooked Creek Basin,r.lprovertents.
Project Scope
Project provides approximately 13,400 LF`of comprehensive sewer rehabilitation'and related improvements.
Project justification and Histony
The Comprehensive Water and Wastewater,Master Plan identified various interceptor improvements within the Crooked Creek Basin. These improvements will
reduce Inflow and infiltration and provide additional capacity for current and future wet weather flows.
Project Resource Sumrnary
. • -t roget�l'a,bale Adop'reri' • ''Tpapp-Yop'ri4ted Planntng Years
Project ;Plsase Appropriatipn laIY2p,i5 JA2016 , FY2017 ta''2018, .FY 20 9 liY2020. 'Total2.
REVENUE
FY 2017 Water and.
Wastewater Rev Bonds
0
0
0-2,215,700
0
0-2,215,700
Total REVENUE
0
0
-2,215,700
0
0
0-2,215,700
EXPENDITURES
Construction
Design and. Engineering.
Land Acquisition
0
0
0
0
0
0 1,926,700
0 289,000
0 0
0 0 0 1,926,700
0 0 0 289,000.
0 0 0 0
Total EXPENDITURES
0
0
0 2,215,700. 0 0 0: 2,215;700
Revenue. (Over)/Under Exp. 0 0 0 0 0 0 0 0
Adopted FY 2015 Operating and Capital Budget
Union County, NC
R-95

PY`,2015 2020•U1iio r CozuitiyCapitalImprnvernent`Progranr
:Crooked Creek Interceptor Inv Ph 3
ablic Works
Project Detail
Crooked Creek Basin imprgVdmerits
ProjectScope
Projectprovides approximately 13,400 LF of comprehensive sewer rehabilitation and related improvements.
Project Justification and History
1The Comprehensive Water and Wastewater Master Plan identified various interceptor improvements within the Crooked Creek Basin. These improvements will
;reduce Inflow and infiltration and provide,additional capacity for current and future wet weather flows.
Project Resource Summary
_ . -_ a _ -
Frojectrh <se ro ciai�onUSnappxQprxated P1antlm Years
PP P FY - 015. F). 2016 FY 2017 FY 2018 FY 2019'
REVENUE
FY 2017 Water and
Wastewater Rev Bonds
0
0
0-2,215,700
0
PY 2020
Total.
0-2,215,700
Total REVENUE
0
0
0
0-2,215,700
0
0-2,215,700
EXPENDITURES
Construction 0
Design and Engineering 0
Land Acquisition 0
0
0
0
0
0
0
0 1,926,700 0 0 1,926,700
0 289,000 0 0 289,000
0 0, 0 0 0
Total EXPENDITURES
0 0
0
0 2,215,700 0 0 2,215,700
Revenue (Over)/Under Exp. 0
'0
Adopted FY 2015 Operating and Capital Budget
Union County, NC
R-96

l'fioIz ii3hj#'Crthemit,
,c:11005'
Project Scope
Project provides for the replacement of the Forest Park Pump Station with a new3 MGD pumps, including 7,900 LF of 12" forcemain, and replacement of
iapproximately 14,000 LF of 12" and 400 LF of 15" of Gravity Sewer line along a South Tributary to Crooked Creek and other related improvements.
Project justification and History
The Comprehensive Water and Wastewater Master Plan identified various interceptor improvements within the Crooked Creek Basin. These improvements will
reduce Inflow and infiltration and provide additional capacity for current and future wet weather flows.
Project Resource Summary
1? i ect'1'l ase ` . wotect ))ate 40-pred
p e % prQpriatip
REVENUE
FY 2017 Water and
Wastewater Rev Bonds
0-439,000 -2,925,000
0
0
0-3,364,000
Total REVENUE
0
0 7439,000 -2,925,000
0-3,364,000
EXPENDITURES
Construction 0 0 0 2,925,000 0 0 0 2,925,000
Design and Engineering 0 0 439,000 0 0 0 0 439,000
Land Acquisition 0 0 0 0 0 0 0 0
Total- EXPENDITURES 0 0 439,000 2,925,000 .0 0 0 3,364,000
Revenue (Over)/Under Exp.
0 0 0 0 0 0 0 0
Adopted FY'2015 Operating and Capital Budget R - 97
Union County, NC

FY 201,5 2020 rty.Capifn1 Zrttiaroueurent Proginiv
Crooke
'ul)lie Works
Creek Interceptor Irnp Ph 4
- .- Uro04
Project Detail:
Crooked Creek Basin tmproverinents
Project Scope
Project provides for the. replacement of 1,500 LF of 27' line, 5,800•LF of 13" line, 1,700 LF of 15" replacement gravity sewer line along the North Fork of Crooked
Creek, and related improvements.
Project Justification and History
The Comprehensive Water and Wastewater Master PIan identified various interceptor improvements within the Crooked Creek Basin. These improvements will
reduce Inflow, and infiltration and provide additional capacity for current and future wet weather flows.
Project Resource Summary
Project To -Darr Adopted Unatmropriated Plaii ztn ; Years' ._, _-
1'roipct Plrnse Appropriation
FY 2015 FY 2016. FY 20Z7 FY 201'8" T?Y 2019
FY 2020
Total
REVENUE
FY 2017 Water and
Wastewater Rev Bonds
0
0
0
-415,000 -2,765,000
0 -3,180,000
Total REVENUE
0
0-415,000 -2,765,000
0-3,180,000
EXPENDITURES
Construction
Design and Engineering
0
0
0
.0 0
0
0 2,765,000 0 2,765,000
415,000 0 0 415,000
Total EXPENDITURES
0
0 0
0 415,000 2,765,000 0 3,180,000
Revenue (Over)/Under Exp.
0
0
0 0 0 0
Adopted FY 2015 Operating and Capital Budget
Union County, NC
R - 9S

pr,Orrementrogrrlt
�EOT�2.
oe
astst �g 57614 atex nipxo rein is
Project Scope
Project provides for East Side Sewer Improvements including upgrades to all three Pump Stations and construction of approximately 14,300 LF of 24-inch and
9,000 LF of 18-inch force main that will convey the purchased capacity of 2.65 MGD to the City of Monroe Waste Water Treatment Plant and other necessary
'improvements.
Project Justification and History
Active Project to reduce Inflow and Infiltration in the Eastside Sewer Service Area. Consists of replacing Eastside Pump Stations 1, 2 and 3 and the force main
servicing the pump stations.
Project Resource Surnmanij
REVENUE
Grant Funding
Utility Pay Go
l rgyect l p?I a AtiOT*31 .° ti
, 4p i£tti'or1 YS2015 *. 92`20 6,.4.
-1,961,300
-6,696,657
0
0
0
0
0
0
0
0
0
0
.0-1,961,300
0-6,696,657
Total REVENUE
-8,657,957
0
0
0
0
0
0-8,657;957
EXPENDITURES
Construction 7,246,374 0 0 0 0 0 0 7,246,374
Design and Engineering 1,331,404 0 .0 0 0 0 0 1,331,404
Other Activities 80,000 0 0 0 0 0 0 80,000
Other Activities 179 0 0 0 0 0 0 179
Total EXPENDITURES
8,657,957 0 0 0 0 0 0 8,657,957
Revenue. (Over)/Under Exp. 0 0 0 0 0 0 0 0
Adopted FY 2015 Operating and Capital Budget R -106
Union County, NC

Y20. .20201Mn"tbr :Ca f fy;`Capittit Ifni v uei�k7 ro. ,ar r,
'S' 00,
Ptur.,tc `o T
astside n.a'sfe'irsibitt IfTWIVtitileta
Project Scope
Project provides for the installation of: 12,600 LF of 12" sewer main, 6,100 LF of 15" sewer main, and other needed improvements.
Project Justification and History
This project will provide an improvement to the wastewater system located within the Eastside Service Area. Two existing Pump Stations maintained by UCPW
will be abandoned and a new service area will become available.
Project Resource Summary
° cljtct l a fdid Opaiq; redo .led u . 1Dai froPr,141 Plar% in
A`P op QR.° .ry2015 . F�`2056, r&V17 OY:01$'
° ,����C►2U: N
REVENUE
FY 2015 Water and
Wastewater Rev Bonds
Utility Pay Go
0
0
-280,000 -5,900,000
0
0
0
0
0
0
0
0
0
0-6,180,000
Total REVENUE
-280,000 -5,900,000 0 0 0 0 0-6,180,000
EXPENDITURES
Construction 0 5,500,000 0 0 0 0 0 5,500,000
Design and Engineering 280,000 400,000 0 0 0 0 0 680,000
Land Acquisition 0 0 0 0 0 0 0 0
Total EXPENDITURES
280,000 5,900,000 0 0 0 0 0 6,180,000
Revenue (Over)/Under Exp.
0 0 0 0 0 0 0 0
Adopted FY 2015 Operating and Capital Budget
Union County, NC
R-107

p�'?015 2Q2Q Urr oru`Cacrrzti CnpitaI 11i�proz-e rterti 15'rogrnrit
Development Of Lake Twit
Bower
lec
. Project Detai;
Public Works
New Lake Twitty Sewer Shed
Project Scope
Project provides approximately 5,400 LF of 12" Gravity Sewer line along East'Fork,12,700 LF of 12" and 3,300 LF of 15"Gravity.Sewer line along Stumplick
Branch. In addition a new 3.2 MGD Pump Station and.6;800 LF of 12" force main will be required to send flow to the City of Monroe WWTP-and other related
improvements.
Project justification and History
The Comprehensive Water and Wastewater Master Plan identified the need for providing a new Sewer Service area for new Commercial development expected
in the immediate vicinity of the Monroe Bypass.
Project Resource Summary
Project;t?bose
`I?intectTelljntC Aziopte
Apprpprriation CY2.019
Un1�?propr ateti Planning Years
FY 2016 FY 2017 FY 1018 FY 2019 FY 2020 Total
REVENUE;
FY 2019 Water and.
Wastewater Rev -Bonds
0
0
0
0
0
0 -361,000 -361,000
Total REVENUE
0
0
0-361,000-361,000.
EXPENDITURES
Construction
Design and Engineering
Land Acquisition
0•
0:
0
0
0
0
. 0
0. 0. 0 • 0 0
0 0 0. 361;000 361,000
0 0 0 0 0.
Total EXPENDITURES
0 0
0 0
0 0 361;000' 361,000'
Revenue (Over)/Under Exp.
0 0 0 0 0 0
Adopted IY'2015 Operating and Capital Budget R -113
Union County, NC

PYCQ3 ,02"0.°Vita t:VI tlyg p'ztiz lbIl`lepli iVPilg r ir•
owiYCente Sealer Devoldipm rtt
Project Scope
Project provides study of the Town of Stallings and how to provide efficient sewer service. A "mini -master plan" of Stallings.
Project Justification and History
Stallings Downtown Wastewater Service is identified as part of the Town Center Sewer Development from the Comprehensive Water and Wastewater Master
Plan. This Community Outreach Program will provide solutions for addressing new wastewater service within the Stallings town limits.
Project Resource Summary.
. PrOjetit1:0 `:at ,
!l; Qpteci.
�s�Q15s• '.
VPX. ilited Path Ceara
zoo, -1*• 2:01.9 •1Ya0r0' ° ftb`tnl
REVENUE
Utility Pay Go
-431,200
0
0
0
0
0
0-431,200
Total REVENUE
-431,200
0
0
0
0
0
0-431,200
EXPENDITURES
Construction
Design and Engineering
Land Acquisition
325,000 0 0 0 0 0 0 325,000
106,200 0 0 0 0. 0 0 106,200
0 0 0 0 0 0 0 0
Total EXPENDITURES
431,200 0 0 0 0 0
0
431,200
Revenue (Over)/Under Exp. -
0 0 0 0 0 0
0
Adopted FY 2015 Operating and Capital Budget
Union County, NC
R-118

LQ S 2020 yVOilfCotfirtf (Vitni, ROW eDIFiliPto .,a f3'4
Project. Scope
Project provides a study of the Town of Mineral Springs and how the town can best be served with Water and Sewer. Provide a 'mini -master plan' for the Town
of Mineral Springs:
Project Justification and History
Mineral Springs Downtown Wastewater Service is identified as part of the Town Center Sewer Development from the Comprehensive Water and Wastewater
Master Plan. This CommunityOutreach Program will provide solutions for addressing new wastewater service within the Mineral' Springs town limits.
Project Resource Summary
P o�ee47?o ate 4.9P-t,g0
°, pp?op a14Qffin PiV.A1116%.
41-Iiia o "oho ti la'te& Plannxn Years
REVENUE.
Utility Pay Go
-1,267,240
0
0
0
0
0
0-1,267,240
Total REVENUE
-1;267 240
0
0
0
-1,267,240
EXPENDITURES
Construction
Design and Engineering
Other Activities
1,001,700 0 0
265,540 0 0
0 0 0
0
0
0
0
0
0
0 0 1,001,700
0 0 265,540
0 0 0
Total EXPENDITURES 1,267,240 0 0
0
0 0 0 1,267,240
Revenue (Over)/Under Exp. 0 0 0
0 0 0 0
Adopted FY 2015Operating and Capital Budget R -119
Union County, NC'

y20T510Wto , @raj #n filpraaeittett ; T:firl : .
die
Project Scope
Project provides a community outreach project. Study to best provide wastewater service to Unionville Community Center.
Project justification and History
Unionville Community Center Wastewater Service is identified as part of the Town Center Sewer Development from the Comprehensive Water and Wastewater
Master Plan. This Community Outreach Program will provide solutions for addressing new wastewater service for the Unionville Community Center.
Project Resource Summary
gyo, t fro part . $. Abort d
.kplr ppnation t 1'apl
P tilted anfine§ Irtats
4 1%g "VY21Oa. . rfi'Q.0L9' "p 1 Y2020
.. e...
1' tat
REVENUE
Utility Pay Go
-103,000
0
0
0
0
0
0-103,000
Total REVENUE
-103,000
0
0
0
0
0
0-103,000
EXPENDITURES
Construction 0 0 0 0 0 0 0 0
Design and Engineering 103,000 0 0 0 0 0 0 103,000
Land Acquisition 0 0 0 0 0 0 0 0
Total EXPENDITURES
103,000 0 0 0 0 0 0 103,000
Revenue (Over)/Under Exp.
0 0 0 0 0 0 0 0
Adopted FY 2015 Operating and Capital Budget
Union County, NC
R-120

FY2015=?020 L7riroi Cou rtij Capita .Iiuproueliren Progxnrir
Fairview Downtown WW Service
Public Worl<s
SW0334
Project Detail
Town Center Sewer Development
Project Scope
IProjectprovides a study to determine the best method to service downtown Fairview..
Project Justification and History
Fairview Downtown Wastewater Service is identified as part of the Town .Center Sewer. Development from the Comprehensive Water and Wastewater Master
,Plan. This Community Outreach Program ,wili provide solutions for addressing new wastewater service within: the Fairview town limits.
ProjectResource.'Sumnzary
l?r"ojecE'Pliiise A r� nation
. ,. �� P.P. P �_ IY 2O15
Pr9jecbT;Date ntigpted.
1Jrie?ritppriatecll'la_riniril Years
FY2016 EY 2917 1?Y 2018 tY 12019 17Y 2020 'tit<il
REVENUE
Utility Pay Go,
-206,000
0
0
0: -206,000
Total REVENUE
-206,000
0
-20'6,000,
EXPENDITURES
Construction 0
Design and. Engineering 206,000
'Land Acquisition 0
0.
0
0.
0
0 0'
0 0
0 0
0 0 0
0 . 0 206,000.
Q 0` 0
Total EXPENDITURES 206,000
0
0 0 0 0 0 206,000
Revenue. (Over)//rider Exp. 0
0
0. 0.
0'
0 0
Adopted FY 2015 Op crating and Capital Budget R -121
Union County, NC

zq5 Bozo
7�ioxoiar�l Cap�'Err�.�alr ; r-orrrer�
?rw.4grant
Project Scope
Project provides for improvements to East Fork Twelve Mile and tributaries with the installation of 16,000 LF of 24" Iines, 5,800 LF of 18" lines, 300 LF of 15"
lines, 12,400 LF of 12" lines, and improvements to Davis Mine Creek Gravity flow with the installation of 4,500 LF of 15" line, and related improvements.
Project Justification and History
Twelve Mile Creek WWTP System Improvements involves various improvements needed within the Twelve Mile Creek WWTP Service Area to reduce Inflow
and Infiltration into the 12 Mile WWTP and to improve the hydraulics for the wastewater flow. A big contributor to the inflow and infiltration coming into 12
Mile WWTP results from extensive growth in the Weddington/ Wesley Chapel area. The East Fork and Davis Mine interceptors serving these sewer basins are
near capacity and often surcharge during rain events. Replacing and paralleling these interceptors with a larger diameter sewer line will help improve the I & I
for these re pective basins.
Project Resource Summary
Proiegjii e
�sgacchDate Adopted,
° Appkotatia�an-. TX 2Q1G
PY?I117 •7''Y 201$ . 2I;19 . r l Y 202 • o al
REVENUE
Developer Funded
FY 2015 Water and
Wastewater Rev Bonds
Utility Pay Go
0
-6,612,600
0
0
-550,000 0
0
0
0
0
0
0
0
0
0 0
0-6,612,600
0 0 0 0 0-550,000
Total REVENUE .-7,162,600 0 0 0 0 0 0 -7,162,600
EXPENDITURES
Construction 6,612,600
Design and Engineering 550,000
Land Acquisition 0
0
0
0
0 0 0 0 0 6,612,600
0 0 0 0 0 550,000
0 0 0 0 0 0
Total EXPENDITURES 7,162,600
0
0 0 0 0 0 7,162,600
Revenue (Over)/Under Exp. 0 0 0 0 0 0 0 0
Adopted FY 2015 Operating and Capital Budget
Union County, NC
R - 127

Y`10: 5=2,020; l itioit.Co7rach/ itr C Til p •iry inept P.ro";r-arii
g.,
Project Scope
Project provides for improvements to the Blythe Creek Tributary Sewer - Local sewers,and 2,200 LF of 12 new sewer line (Waxhaw Grinder Pumps), Blythe
:Creek Sewer Extension - Local sewers and 2,600 LF of 12" new sewer ysacky grinder pumps) and related improvements.
Project justification and History
'WWTP Service Areato reduce Inflow and Infiltration into the 12 Mile WWTP and to improve the hydraulics for the wastewater flow. A contributor to the
;excessive I & I coming into the plant is the existinggrey water system servicing a portion of the Town of Waxhaw. These lines are old and deteriorating and
;overflow during rain events. Two new sewer lines along Blythe Creek would help eliminate these old sewer lines as well as get rid of the old grinder pumps
'accompanying the gr ywater system.
Project Resource Sunznuany
REVENUE
Utility Pay Go
0
-191,000 -2,238,000
0
0
-2,429,000
Total REVENUE
0
-191,000 -2,238,000
0
0
0-2,429,000
EXPENDITURES
Construction
Design and Engineering
Land Acquisition
0 0 0 2,238,000 0 0 0 2,238,000
0 0 191,000 0 0 0 0 191,000
0 0 0 0 0 0 0 0:
Total EXPENDITURES 0 0 191,000 2,238,000 0 0 0 2,429,000.
Revenue (Over)/Under Exp.
0 0 0 0 .0 0 0 0
Adopted FY 2015 Operating and Capital Budget
Union County, NC
R-128

Y2015 20,2`0 LTilia# portal', piprtifaiiiii
03',
wen e Mile Creep Ti'Sys, itp overlent$
Project Scope
Project provides for approximately 12,200 LF of 30" and 12,300 LF of 18" Gravity Sewer line along the West Fork of Twelve Mile Creek and 5,300 LF of 21"
Gravity Sewer line along a Tributary to West Fork. In addition approximately 3,700 LF of 16" force main will be extended to the West Fork of Twelve Mile Creek
and other related improvements.
Project Justification and Historic
The Comprehensive Water and Wastewater Master Plan identified the need to provide new sewer infrastructure to the northern part of the Twelve Mile Service
Basin. These improvements will provide additional capacity for current and future wet weather sewer flows. In addition this project will alleviate the existing
South Fork Interceptor which is currently at capacity by eliminating the existing Brookhaven Pump Station and extending the existing Poplin Road force main to
the West Fork of Twelve Mile Creek.
Project Resource Summary
I' ij4r;Plfse
'Prf$jecit pate tea. °tYgg§
Np aplx hVA V 2015' `lie'.1617 Y 24 11 ' 1'Y �01J l Y 21S2p
REVENUE
FY 2017 Water and
Wastewater Rev Bonds
-741,600
0
0-7,672,000
0
0
0-8,413,600
Total REVENUE
-741,600
0
0-7,672,000
0
0
0-8,413,600
EXPENDITURES
Construction 0 0 0 7,672,000 0 0 0 7,672,000
Design and Engineering 741,600 0 0 0 0 0 0 741,600
Land Acquisition 0 0 0 0 0 0 0 0
Total EXPENDITURES
741,600 0 0 7,672,000 0 0 0 8,413,600
Revenue (Over)/Under Exp.
0 0 0 0 0 0 0 0
Adopted FY 2015 Operating and Capital Budget
Union County, NC
R-129

EX 2015=2020 jioti .Cgl i i' G'r�' iirr7 i rQveii e i , prb; rR F ;
`9 yWastewafex i1p Stat01
Project Scope
oAIeixlei ts-,
!,Project provides for the.replacement of the Helmsville Pumping Station including approximately4,600 LF of 8" forcemain replacement.
Project Justification and History
;Project will be performed under the Wastewater Improvements annual program identified as a part of the Comprehensive Water and Wastewater Master Plan.
!The Helmsville Pumping Station replacement was a recommended project identified from the Crooked Creek I&I Study.
Project Resource Summary
REVENUE
Utility Pay Go.
oie t 11. Itt9, OPteg
e�A{?* 141-1'itgWrt .6 a .ICY=A 1RSa'
-92,700 -1,410,300
0
0
0-1,503,000
Total REVENUE
-92,700-1,410,300
0
0
0
0-1,503,000.
EXPENDITURES
Construction 0 1,307,000
Design and Engineering 92,700 103,300
Land Acquisition 0 0
0
0
0
0 0 0 0. 1,307,000
0 0 0 0 196,000
0 0 0 0 0
Total EXPENDITURES
92,700 1,410,300 0 0 0 0 0 1,503,000
Revenue (Over)/Under Exp.
0 0 0 0 0 0 0 0
Adopted FY 2015 Operating and Capital Budget
Union County;. NC
R-134

5Ti 5:9:020 Ufiion! 6'04ybiyifnllnrprovt'ttpy.piogr*rt _w - -
SW035
`public Work"s
Wastewater Pump Station Improvements
Project Scope
Project provides for rehabilitation of aging and inadequate wastewater infrastructure, manhole and sewer SSES, condition assessment and reduce sanitary sewer
overflows within the collection system:
Project justification and History,
Collection System Rehabilitation is an annual program' identified as part of the Comprehensive Water and Wastewater Master Plan geared towards Asset
Management of existing wastewater collection systems. This program will provide for rehabilitation of aging and inadequate wastewater infrastructure,
manhole and sewer SSES, condition assessment and reduce sanitary sewer overflows within the collection system.
Project Resource Summary
f rojeetPitase
Project`Co=hate Adop edLina:ppropilate0 Planning Yearn
Appropriation FY 2015 i Y2016 rY'2017 FY 2018 l Y'2019 rY 2020 1"otal.
REVENUE
Utility Pay Go
-500,000
0-109,000 -560,000
-118,000-605,000 -1,892,000
Total REVENUE.
-500,000
0-109,000 -560,000
0-118,000
-605,000 -1,892,000
EXPENDITURES
Construction
Design and Engineering
Land Acquisition
0 0 0 560,000 0 0 605,000 1,165,000
500,000 0 109,000, 0 0 118,000 0 727,000
0 0 0 0 0 0 0 0
Total EXPENDITURES 500,000 0, 109,000 560,000. 0 118,000 605,000 1,892,000
Revenue-(Over)/Under Exp.
0 0 0 0 0 0 0 0
Adopted FY 2015 Operating and Capita] Budget
Union County, NC
R-135

,F1` 015=1020 olio-p ef t jc itnTI`- .q. tent ?i i = ;;'''y9.`".
oaks
Wto Life--'u�nps' on n ro eizlx eats
Project Scope
;Project provides for rehabilitation of aging and inadequate wastewater infrastructure, manhole and sewer SSES, condition assessment, and reduce sanitary
(sewer overflows within the collection system.
Project Justification and History
General upgrades for existing pump stations identified in the Comprehensive Water and Wastewater Master Plan. This includes upgrading or replacing the
motors, drives, -pumps, telemetry, generators, force mains, addressing odors, etc.
Project Resource Summary
I'fglCet�'tas'i Pr-bi itOPtifg • -•
YeD
L1iiaypjf"o
IateaTratrata yd-9. ss'
REVENUE
Utility Pay Go
0-212,000 -218,000 -224,000 -231,000 -236,000 -242,000 -1,363,000
Total REVENUE
-212,000-218,000.-224,000 -231,000 -236,000 -242,000 -1,363,000
EXPENDITURES
Construction
Design and Engineering
Land Acquisition
0
0
0
180,000
32,000
0
185,000
33,000
0
190,000
34,000
0
196,000 201,000
35,000 35,000
0 0
206,000
36,000
0
1,158,000
205,000
0
Total EXPENDITURES
0
212,000
218,000
224,000
231,000 236,000
242,000 1,363,000
Revenue (Over)/Under Exp.
0
0
0
0
0 0
0
0
Adopted FY 2015 Operating and Capital Budget R -136
Union County, NC

FP'?Ox82020l.(nibnCo►iuty aiin
:NSSQ06
Public Works
Wastewate'r'Re(ialiilitatiori and Replaceziie.nt
Project Scope
(P.roject provides for the annual wastewater rehabilitation program.
Project justification and History
Wastewater rehabilitation and replacement is an annual program identified as part of the Comprehensive Water and Wastewater Master Plan geared towards
Asset Management of existing wastewater. facilities. UCPW's facilities' will be assessed and analyzed on a yearly basis and rehabilitated based on the condition
and need.
Project Resource Summary
Proje.t Phase
pililcet` 6 ate Adopted , l:finap To" Tiaie4 1an. ui_ Year
Appropriation EY 2015 `FY 2016 Ft 2017 ` r 20'i'8 FY 201
9
FY 202Q "i of j'
REVENUE
Utility Pay Go
-46,360-1,166,000-1,199,000-1,232,000-1,265,000-1,298,000-1,331,000 -7,537,360
Total REVENUE
-46,360 -1,166,000 -1,199,000 -1,232,000 -1,265,000-1,298,000 -1,331,000 -7,537,360
EXPENDITURES
Construction
Design and Engineering
46,360 991,000 1,019,000 1,047,000 1,075,000 1,103,000 1,131,000 6,412,360
0 175,000 180,000 185,000 190,000 195,000 200,000 1,125,000
Total EXPENDITURES
46,360 1,166,000 1,199,000 1,232,000 1,265,000 1,298,000 1,331,000 7,537,360
Revenue (Over)/Under Exp.
0 0 0 0 0 0 0 0
Adopted FY 2015 Operating and Capitll Budget
Union County, NC
R-138

.n�'iri �C pit"
n1 tavern►
009
sl ewatei 'Rehab
tabor! and-
laceinent
Project" Scope
Project provides for the annual wastewater manhole: rehabilitation.
Project justification and History
Wastewater manhole rehabilitation is an annual program:identified as part of the Comprehensive Water and Wastewater Master Plan geared .towards Asset
Management of existing wastewater facilities..UCPW's facilities' will be assessed and analyzed' on a yearly basis and rehabilitated based on the condition and
need.
Project.Resoutce:Sum3nary
REVENUE
Utility Pay Go
-1,136,640
=1,136,640
Total REVENUE
1,136,640
0-1,136,640
EXPENDITURES
Construction
Design and. Engineering,
Land Acquisition
1,001,640 0
135000 0
0 .0
0
0
0.
0
0
0
0
0
0
0
0
0
•0
1,001,640
135,000
0
Total EXPENDITURES
1,136,640 0
0 .0 0 0 .0 1,136,640
Revenue -(Over)/Under;'Exp. 0'
0
0
0 0
Adopted FY 2015 Operating and Capital ,Budget
Union County, NC
R-139

DEPARTMENT
Public Works
DIVISION
Field Services
FACILITY:
PAGE:
Page 1 of 2
REVISION NO:
MANUAL NAME:
UCPW Standard Operating Procedures
REVISION DATE:
03/1.7/2015
DOCUMENT TITLE
SSOResponse Action Plan
INITIAL APPROVAL DATE:
DOCUMENT NO:
`DOCUMENT AUTHOR:
J..BROOKS
PURPOSE:
To provide employees direction when dealing with sanitary sewer overflows by developing
specific steps to assess and troubleshoot the problem, as well as provides solutions and support.
REFERENCE:
SSO Notification SOP
Clean Water Act
TRAINING REQUIRED•
Training will be conducted as this procedure is implemented and to all existing Field. Services employees
and new employee(s) upon assignment.
SCOPE:
This procedureshall apply to all Public Works employees in the Field Services Department
DEFINITIONS:
PROCEDURE:
UCPW employees shall act accordingly to identify, investigate and report any SSO's to the proper
personnel. Under this policy, employees shall adhere to the following guidelines during a SSO..
Field Services employees must respond to a reported SSO immediately
o Required response time shall not exceed one hour (60 minutes).
e Upon arrival, assess the situation to determine the cause of the SSO
o Call in additional personnel if necessary
o NotifySuPerintendent and/or Field Supervisor(Back-Up ORC after hours)
0 FOS/Back-Up ORC must notify Superintendent upon first knowledge

DEPARTMENT
Public Works
DIVISION
Field Services
FACILITY:
PAGE:
Page 2 of 2
REVISION NO:
MANUAL NAME:.
UCPW Standard OPerating Procedures
REVISION DATE:
03/17/2015
DOCUMENT TITLE
SSO Response Action Plan
INITIAL APPROVAL DATE:
DOCUMENT NO
DOCUMENT AUTHOR:
J. BROOKS
o Troubleshoot a pump station failure or find an access point for main line blockage and
make attempts to alleviate the spill
o Keep accurate records of SSO, i.e., start/stop times, gpm, location, surface water if
applicable, etc...
o Collect samples, if required, of the surface water affected
Clean up of the area shall consist of:
a Recovery of wastewater spilled, if possible, and re -introduce back into collection system;
a removal of any solids and/or paper products and disposed of properly; and
o area neutralized with pelletized lime spread evenly.
Notification procedures outlined in the UCPW SSO Notification SOP shall be followed to provide the
appropriate and required notification of an SSO.
FORMS:

DEPARTMENT
Public Works
DIVISION
Field Services
FACILITY:
PAGE:
Page 1 of 3
REVISION NO:
MANUAL NAME:
UCPW Standard Operating Procedures Manual
REVISION DATE:
DOCUMENT TITLE . "
Sanitary Sewer overflow (SSO) Notification Procedure
INITIAL APPROVAL DATE:
DOCUMENT NO:
DOCUMENT AUTHOR:.
1 BROOKS
PURPOSE:
To set forth. procedures for public notification of sanitary sewer overflows beyond the minimum
reporting and notification requirements as determined by the North Carolina. Division of Water
Resources..
REFERENCE:
The "Clean Water Act"
North Carolina Division of Water Resources
NC General Statute 143-215.1C(b)
TRAINING REQUIRED:
Training will be conducted as this procedure is implemented and to employee(s) upon assignment of
Operator in Responsible Charge (ORC) or Backup thereto:.
SCOPE:"
This SOP is intended to follow ALL State reporting and notification requirements, as well as provides
Information to the residents of Union County when an overflow occurs in their immediate area.
DEFINITIONS'
Back-up ORC — Backup Operator in Responsible Chargeas deemed by the ORC, Union County, and
NCDWQ. Backup ORC is required to act as the ORC in his or her absence.
NCDWR — North Carolina: Division of Water Resources -- State of North Carolina permitting and
enforcement agency.
ORC —;Operator in Responsible Charge of the wastewatercollections system.
Sanitary Sewer Overflow (SSO): A release of wastewater from the wastewater collection system. A
reportable'SSO`is a SSO greater than 1,000 gallons or any SSO. that reaches surface water. Overflows
less than 1,000 gallons that do not impact surface water must, be filed :in-house. ORC.and/or backup
ORC-MUST be notified of ALL overflows.

DEPARTMENT
Public Works
DIVISION
Field Services
FACILITY:
PAGE:
Page 2 of 3
REVISION NO:
MANUAL NAME:
UCPW Standard Operating Procedures Manual
REVISION DATE:
DOCUMENT TITLE
Sanitary Sewer OverfloW (SSO) Notificatibn Procedure
INITIAL APPROVAL DATE:
DOCUMENT NO;
DOCUMENT AUTHOR:
I BROOKS
BIMS — Basinwicle Information 'Management System — Internet -based information system used by
NCDWR to manage and track SSO's throughout the State.
PROCEDURE:
Field Services 'staff Must notify supervisor (ORC or Backup ORC) Immediately upon confirmation of an
overflow.
Notification of a SSO is required following the notification procedures and timeline below.
Two (2) hours:
O Back-up ORC -- Notify Superintendent (ORC)
Twelve (12) hours:
o Superintendent (ORC) — Notify Assistant Director and Public Works Director (or next business
day). If by notified by phone, IfolIow up with email as soon as possible.
Twenty-four (24) hours:
Report the overflow to NCDWR or Emergency Managetnent (after hours)
Notify Public Works' Custotner Service Dept. for outgoing public notification to the customer(s)
and/or area(s) impacted by the SSO. Provide the following information:
o Location of SSO
o Date of SSO
o Time of SSO (start and stop)
o Reason for SSO
O ORC or Back-up ORC is responsible for issuing a press release when necessary per NCDWR
regUiations. Press release format and fax sheet available on alu drive :(Common, PW Remotes,
Sewer; Press Release).
o Press Release Within 24 hours of -first knowledge -- 1,000 gallons or more reach surface
water, inchiciing storm Cirain. Press release must be submitted to Union County Public
Information Officer (pIQ), via email, for circulation to media during normal business hours.
After hours or holidays'OreSS release must be faxed to local Media Contacts below:
11, WIXE 1190 AM [phone]
• Enquirer 'Journal --- [phone]
Five (5) days:
9 ORC or Back-up ORC must complete the required 5-clay Report on the BIMS Public Portal
Website arid file a toniPleted copy appropriately.

DEPARTMENT
Public Works
DIVISION
Field Services
FACILITY:
PAGE:
Page 3 of 3
REVISION NO:
MANUAL NAME:
UCPW Standard Operating Procedures Manual
REVISION DATE:
DOCUMENT TITLE
Sanitary Sewer Overflow (SSO) Notification Procedure
'INITIAL APPROVAL DATE:
DOCUMENT NO:
'DOCUMENT AUTHOR:
1! BROOKS
Ten :(10).days:
ORC or Back-up ORC is responsible for issuing a Public Notice when necessary per NCDWR
regulations. Public Notice format and fax sheet available on "I" drive.
o Public Notice -. Within 10 days of first knowledge -- 15,000 gallons or more .reach surface
water, including storm drain. Public notice must be submitted to Union County Public
Information Officer (P10), via email, for circulation to local media with anaffidavit/proof of
print returned. Affidavit/proof of print must be faxed to NCDWQ.within 30 days of SSO and
filed with BIMS 5 day SSO report.
FORMS:
Public Notification via PW;CSR template

DEPARTMENT
Public Works
DIVISION
Field Services
FACILITY:
PAGE:
Page 1 of 3
REVISION NO:
MANUAL NAME:
UCPW Standard Operating Procedures
REVISION DATE:
03/17/2015
DOCUMENT TITLE
Lift Station Response Plan
INITIAL APPROVAL DATE:
DOCUMENT NO:
DOCUMENT AUTHOR:
J. BROOKS
PURPOSE:
To provide employees direction when dealing with lift station failures by developing specific steps to
assess and troubleshoot the problem, as well as provide solutions and support.
REFERENCE:
TRAINING REQUIRED:
Training .will be conducted as this procedure is implemented and to all existing Field Services employees
and new employee(s) upon assignment.
SCOPE:
This procedure shall apply to all Public Works employees in the Field Services Department
DEFINITIONS:
PROCEDURE:
POWER FAILURE
1. Assess the situation and determine the problem
2. Ensure main breaker is not tripped and check fuses
3. Check incoming voltage and verify/determine proper voltage is present
If voltage is not present:
• Contact Power coriipany providing the account nuniber
• Transfer station to generator
o Auto Transfer
Stand-by until PS runs though a minimum of one {1) complete cycle

DEPARTMENT
Public Works
DIVISION
Field Services
FACILITY:
PAGE:
Page 2 of 3
REVISION NO:
MANUAL NAME:
UCPW Standard Operating Procedures
REVISION DATE:
03/17/2015
DOCUMENT TITLE
Lift Station Response Plan
INITIAL APPROVAL DATE:
DOCUMENT NO:
DOCUMENT AUTHOR:
J. BROOKS
n Return to PS periodically to verify power has been restored and PS has
returned to normal operation
o Manually
▪ Turn both pumps to OFF position
Swap manual transfer switch to OFF
• Ensure field breaker on generator is OFF
• Start generator
• Swap transfer switch to GENERATOR (or STANBY) POWER
Turn generator field breaker ON
• Turn Pump 1 ON (Auto), then Pump 2 ON (Auto)
Stand-by until PS runs through a minimum of one (1) complete cycle
NOTE: If power failure should occur at the Howie Mine PS or Wysackey PS utilize portable
generator and pump down as needed.
EQUIPMENT FAILURE
1. Assess the situation and determine which component failed
• If one pump has tripped:
o Tuna pump to OFF position
o Inform Field Supervisor immediately on next business day
▪ If a float(s) have failed;
o Determine which float has failed
o Replace float with assistance
• If transducer failure;
o Allow PS to operate on backup floats
o Stand-by until PS runs through a minimum of one (1) complete cycle
o Inform Field Supervisor immediately on next business day
• If control panel failure (relays, fuses, starters, etc...);
o Check for blown fuses, if no blown fuses,
o Contact PS personnel; no answer,
o Contact field supervisor for further direction; no answer,
o Contact Utility Superintendent or Electrical Services contractor

DEPARTMENT
Public Works
DIVISION
Field Services
FACILITY:
PAGE:
Page 3 of 3
REVISION NO:
MANUAL NAME:
UCPW Standard Operating Procedures
REVISION DATE:
03/17/2015
DOCUMENT TITLE
Lift Station Response Plan
INITIAL APPROVAL DATE:
DOCUMENT NO:
' DOCUMENT AUTHOR:
J. BROOKS
CONTINGENCY PLANS — BYPASS PUMPING
If all else fails follow the following procedures:
1) Inform the Back -Up ORC and Superintendent of problems
▪ Begin a pump and haul With Vac truck(s)
o If additional Vac trucks are needed contact local septic haulers
• If pump and haul not feasible due to flow conditions:
o Contact Back -Up ORC and Superintendent
o Contact bypass pump contingency plan providers
❖ Rain for Rent
❖ Xylein (Godwin) Pumps
Be prepared to infonn pump contingency plan providers of the lift station(s) involved utilizing
contingency plans located at the UCPW Operations Center.
FORMS:

a Sewer Pump Station >12. Gravity Main
WastenratcrTreatment Plant — n12. Gravity Main
Major Basin Divide
•u
11n.1 mile

RECEIVED
DIV3S!ON9 OF WATER QUALITY
UNION COUNTY
DEPARTMENT OF PUBLIC WORKS
500 North Main Street, Suite 500, Monroe, NC 28112
Phone: [phone] • Fax: [phone]
November 7, 2012
NOV 13 2012
MLMOORESV:LLE R`2IO'NAL OFFICE
Mr. Rob Crebs
Ms. Dee Browder
Water Quality Department
Division of Environment and Natural Resources
Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, N.C. 28115
Subject: Signatory Authority
Non -Discharge Permits
Union County Public Works
Dear Mr. Crebs and Ms. Browder:
In an effort to comply with 15A NCAC 2B.0506 (b), please accept this letter as an
official delegation of signatory authority to the Project Manager, Charles O'Cain,
P.E. The signatory authority should encompass:
• All Non -Discharge Permits (wastewater collection system), current
and future as well as associated applications, reports,
correspondence and the like.
If you have any questions, don't hesitate to call me at 704-296-4212.
Respectfu
dward GosEicki
Director, Public Works
Cc: Central Files
NCDENR
1617 Mail Service Center
Raleigh, N.C. 27699-1617

RECEIVED/NCDENR/DWR
AWA JUN 15 2015
NCDENR WQROS
North Carolina Department of Environment and Natural ReSO8P VILLEREGIONALOFFICE
Pat McCrory
Governor
June 11, 2015
Mr. Richard D. McMillan, P.E.
Assistant Director of Public Works
Union County Dept. of Public Works
500 North Main Street, Suite 600
Monroe, NC 28112
Subject: Permit No. WQCS00054
Union County Public Works
Union County Public Works Collection System
Union County
Dear Mr. McMillan:
Donald R. van der Vaart
Secretary
In accordance with your application received April 15, 2015, we are forwarding herewith Permit No.
WQCS00054, dated June 11, 2015, to Union County Public Works for the operation and maintenance of the
subject wastewater collection system.
This permit shall be effective from July 1, 2015 until June 30, 2023 and shall be subject to the conditions
and limitations specified herein. It is your responsibility to thoroughly review this permit. Please pay
particular attention to the monitoring and reporting requirements in this permit and any special conditions.
Changes have been made to the boiler plate language of the permit. Most of the changes are for
clarification purposes, however Condition 1(3) has been removed. The Department of Environment and
Natural Resources (DENR) believes that condition was included erroneously in previous permits. It was
included based on proposed rulemaking by EPA which was never promulgated and in the continued
absence of Federal regulations, DENR lacks authority to include such language in a permit. DENR will
continue to exercise enforcement discretion when evaluating sanitary sewer overflows that may be
considered to be beyond the reasonable control of the Permittee. A highlighted copy of the permit
identifying the changes made is available at: http://portal.ncdenr.org/web/wq/swp/ps/cs/apps
For purposes of permitting, the collection system is considered to be any existing or newly installed system
extension up to the wastewater treatment facility property or point of connection with a separately owned
sewer system. The collection system is considered all gravity lines, pump stations, force mains, low
pressure sewer systems, STEP systems, vacuum systems, etc. and associated piping, valves and
appurtenances that help to collect, manageand transport wastewater to a wastewater treatment plant
under the Permittee's ownership or maintained and operated by the Permittee through a perpetual legal
agreement. Satellite systems are systems tributary to the Permittee's collection system but those
collection systems are not owned or maintained by the Permittee. The system description provided on Page
1 of this permit is meant to provide a general idea about the size of the system and may not be all inclusive
of the collection system at the time of permit issuance or afterward.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Phone: [phone] Internet: www.ncwaterquality.org
An Equal Opportunity \ Affirmative Action Employer— Made in part by recycled paper

Union County Public Works Collection System
June 11, 2015
A discharge of wastewater to the environment from the Permittee's wastewater collection system prior to
reaching the wastewater treatment facilities is referred to herein as a Sanitary Sewer Overflow (SSO). The
evaluation of enforcement options after an SSO will be determined considering all relevant information
available or requested of the Permittee. Compliance with all conditions of the permit as well as all statutes
and regulations pertaining to the wastewater collection system must be maintained or appropriate
enforcement actions may be taken as noted in Condition VI(2).
A reportable SSO is an SSO greater than 1,000 gallons to the ground or an SSO of any amount that reaches
surface water (including through ditches, storm drains, etc.). Reporting requirements including the
required verbal report and written report to the appropriate regional office are referenced in Condition
IV(2). Form CS-SSO can be downloaded from the SSO Reporting area at:
http://portal.ncdenr.org/web/wo/swp/ps/cs/sso
A notice of deficiency (NOD), notice of violation (NOV), civil penalty, and/or a moratorium on the addition
of waste to the system may be issued if adequate justification for an SSO is NOT submitted to the regional
office. In order to submit a claim for justification of an SSO, you must use Part II of form CS-SSO with
additional documentation as necessary. DWR staff will review the justification claim and determine if
enforcement action is appropriate. Please be advised that the information needed to justify a spill is very
comprehensive.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within thirty days following the receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150E of the North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
If you have questions regarding compliance, contact the appropriate regional office. If you need additional
information concerning this permit, please contact Steve Lewis at [phone].
Sincerely,
for S. Jay Zimmerman, Director
Division of Water Resources, NCDENR
by Deborah Gore, Supervisor
Pretreatment, Emergency Response, Collection System Unit (PERCS)
enclosure: Permit No. WQCS00054
cc: Ares ille RegionalOffice -Water Quality Regional Operations
Water Resources Central Files — WQCS00054
Steve Reid, NC Operators Certification Program (electronic)
PERCS Files (electronic)

ATA
NCDENR
RECEIVED/NCDENR/DWR
JUN 1 5 2015
WQROS
MOORESVILLE REGIONAL OFFICE
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
SYSTEM -WIDE COLLECTION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Union County Public Works
WQCSOOO54
FOR THE
operation and maintenance of a wastewater collection system consisting of, at the time of permit
issuance, approximately 558.73 miles of gravity sewer, approximately 73.047 miles of force main, 66
duplex pump stations, and all associated piping, valves, and appurtenances required to make a complete
and operational wastewater collection system to serve Union County Public Works and any deemed
permitted satellite communities and the tributary wastewater collection system serving the Town of
Wingate and the Town of Marshville subject to their own individual collection system permit, pursuant to
the application received April 15, 2015, and in conformity with the documents referenced therein and
other supporting data subsequently filed and approved by the Department of Environment and Natural
Resources and considered a part of this permit.
This permit shall be effective from July 1, 2015 until June 30, 2023, and shall be subject to the following
specified conditions and limitations:
Page 3 of 9

I. PERFORMANCE STANDARDS
1. The sewage and wastewater collected by this system shall be treated in the Wastewater Treatment
Facilities identified in the permit application and documented in the Division's database.
[15A NCAC 02T .0108 (b)]
2. The wastewater collection system shall be effectively managed, maintained and operated at all times
to prevent discharge to land or surface waters, and to prevent any contravention of groundwater
standards or surface water standards. In the event that the wastewater collection system fails to
perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take
immediate actions as per the Response Action Plan (Condition 11(9)), as well as any actions that may
be required by the Division of Water Resources (Division), such as the construction of additional or
replacement sewer lines and/or equipment. [15A NCAC 02T .0108 (b)]
3. The Permittee shall establish by ordinance, inter -local agreement or contract its legal authority to
require new sewers be properly constructed; to ensure proper inspection and testing of sewer mains
and service laterals; to address flows from satellite systems and to take enforcement action as
required by Condition 1(4). [G.S. 143-215.913; G.S. 143-215.1(f)(1)]
4. The Permittee shall develop and implement an educational fats, oils and grease program that shall
include at least semiannual distribution of educational material targeted at both residential and non-
residential users. The Permittee shall also develop and implement an enforceable fats, oils and grease
program for non-residential users under which the Permittee can take enforcement against users who
have not properly installed, operated and maintained grease traps or grease interceptors as directed
or otherwise violated the terms of the enforcement program pertaining to fats, oils and grease.
[15A NCAC 02T .0108 (b)]
5. The Permittee shall adopt and implement a Capital Improvement Plan (CIP) to designate funding for
reinvestment into the wastewater collection system infrastructure. The CIP should address the short-
term needs and long-term "master plan" concepts. The CIP should typically cover a three to five year
period and include a goal statement, description of the project area, description of the existing
facilities, known deficiencies (over a reasonable period) and forecasted future needs. Cost analysis is
integral to the CIP. [G.S. 143-215.9B]
6. Overflow piping from manholes and pump stations, excluding piping to approved equalization
structures, known or discovered after permit issuance shall be immediately. removed or permanently
capped. Plugged or valved emergency pumping connections are allowable for portable pumping or
rerouting without intentionally bypassing the wastewater treatment facility.
[15A NCAC 02T .0108 (b)]
7. The Permittee shall maintain a contingency plan for pump failure at each pump station. If one of the
pumps in a pump station containing multiple pumps fails, the process of repairing or replacing the
pump shall be initiated immediately and the new parts or pump shall be installed as soon as possible.
The permittee shall provide justification for delay in initiating the process for repair or replacement at
the Division's request. If the pump in a simplex pump station serving more than a single building or
pump stations not capable of pumping at a rate of 2.5 times the average daily flow rate with the
largest pump out of service fails, it shall be replaced immediately. [15A NCAC 02T .0305 (h) (1)]
Page 4 of 9

8. Each pump station shall be clearly and conspicuously posted with a pump station identifier and an
emergency contact telephone number at which an individual who can initiate or perform emergency
service for the wastewater collection system 24 hours per day, seven days per week can be contacted.
This emergency contact telephone number shall be coupled with instructions that the emergency
contact should be called if the visual alarm illuminates, if the audible alarm sounds, or if an
emergency is apparent. [15A NCAC 02T .0305 (h) (2)]
9. Pump station sites, equipment and components shall have restricted access.
[15A NCAC 02T .0305 (h) (4)]
10. Pump stations that do not employ an automatic polling feature (i.e. routine contact with pump
stations from a central location to check operational status of the communication system) shall have
both audible and visual high water alarms. The alarms shall be weather-proof and placed in a clear
and conspicuous location. Permits issued for the construction of pump stations that included high
water alarms in the description must maintain the alarms even if simple telemetry (i.e. notification of
an alarm condition initiated by the pump station control feature) is installed.
[15A•NCAC 02T .0305 (h) (1)]
11. For all newly constructed, modified and rehabilitated pump stations, all equipment and components
shall be sealed within a corrosion -resistant coating or encasement to the extent practicable and
equivalent to the minimum design criteria unless the permittee can demonstrate it is not practicable
or another form of corrosion resistance is employed. [15A NCAC 02T .0108 (b)]
II. OPERATION AND MAINTENANCE REQUIREMENTS
1. Upon classification of the collection system by the Water Pollution Control System Operators
Certification Commission (WPCSOCC), the Permittee shall designate and employ a certified operator
to be in responsible charge (ORC) and one or more certified operator(s) to be back-up ORC(s) of the
facilities in accordance with 15A NCAC 8G .0201. The ORC shall visit the system within 24 hours of
knowledge of a bypass, spill, or overflow of wastewater from the system, unless visited by the Back -
Up ORC, and shall comply with all other conditions of 15A NCAC 8G .0204.
[15A NCAC 08G .0200 et.seq.]
2. The Permittee shall develop and adhere to a schedule for reviewing all inspection, maintenance,
operational and complaint logs. If the review process results in the identification of any recurring
problem in the wastewater collection system that cannot be resolved in a short time period, the
Permittee shall establish a plan for addressing the problem(s). [15A NCAC 02T .0108 (b)]
3. The Permittee shall develop and adhere to a schedule for testing emergency and standby equipment.
[15A NCAC 02T .0108 (b)]
4. The Permittee shall develop and implement a routine pump station inspection and maintenance
program which shall include the following maintenance activities:
a. Cleaning and removing debris from the pump station structure, outside perimeter, and wet
well;
b. Inspecting and exercising all valves;
c. Inspecting and lubricating pumps and other mechanical equipment; and
d. Verifying the proper operation of the alarms, telemetry system and auxiliary equipment.
[15A NCAC 02T .0108 (b)]
Page 5 of 9

5. For each pump station without pump reliability (i.e. simplex pump stations serving more than a single •
building or pump stations not capable of pumping at a rate of 2.5 times the average daily flow rate
with the largest pump out of service), at least one fully operational spare pump capable of pumping
peak flow shall be maintained on hand. [15A NCAC 02T .0305 (h) (1) (A)]
6. The Permittee shall maintain on hand at least two percent of the number of pumps installed, but no
less than two pumps, that discharge to a pressure sewer and serve a single building, unless the
Permittee has the ability to purchase and install a replacement pump within 24 hours of first
knowledge of the simplex pump failure or within the storage capacity provided in a sewer line
extension permit. [15A NCAC 02T .0108 (b)]
7. Rights -of -way and/or easements shall be properly maintained to allow accessibility to the wastewater
collection system unless the Permittee can demonstrate the ability to gain temporary access in an
emergency situation where existing land -use conditions do not allow the establishment and
maintenance of permanent access. In this case, the Permittee shall continue to observe the lines
visually, utilize remote inspection methods (e.g. CCTV) and use the opportunity of drier conditions to
perform further inspections and necessary maintenance. [15A NCAC 02T .0108 (b)]
8. The Permittee shall assess cleaning needs, and develop and implement a program for appropriately
cleaning, whether by hydraulic or mechanical methods, the wastewater collection system. At least 10
percent of the gravity wastewater collection system, selected at the discretion of the ORC, shall be
cleaned each year. Preventative cleaning is not required for sewer lines less than five years old unless
inspection otherwise reveals the need for cleaning or cleaning is required by a sewer line extension
permit. [15A NCAC 02T .0108 (b)]
9. The Permittee shall maintain a Response Action Plan that addresses the following minimum items:
a. Contact phone numbers for 24-hour response, including weekends and holidays;
b. Response time;
c. Equipment list and spare parts inventory;
d. Access to cleaning equipment;
e. Access to construction crews, contractors and/or engineers;
f. Source(s) of emergency funds;
g. Site restoration and clean up materials; and
h. Post-SSO assessment.
[15A NCAC 02T .0108 (b)]
10. The Permittee, or their authorized representative, shall conduct an on -site evaluation for all SSOs as
soon as possible, but if feasible no more than two hours after first knowledge of the SSO. The
Permittee shall document in its 5-day report why it was unable to initially respond to any SSO location
within two hours. [15A NCAC 02T .0108 (b)]
11. In the event of an SSO or blockage within the wastewater collection system, the Permittee shall
restore the system operation, remove visible solids and paper, restore any ground area and restore
the surroundings. [15A NCAC 02T .0108 (b)]
III. RECORDS
1. Records shall be maintained to document compliance with Conditions 1(4), 11(2) - 11(4), 11(7) - 11(8), IV(3)
and V(1) -V(4). Records shall be kept on file for a minimum of three years. [15A NCAC 02T .0108 (b)]
Page 6 of 9

•2. The Permittee shall maintain adequate records pertaining to SSOs, and SSO or wastewater collection
system complaints for a minimum of three years. These records shall include, but are not limited to,
the following information:
a.
b.
c.
d.
e.
f.
g•
h.
Date of SSO or complaint;
Volume of wastewater released as a result of the SSO and/or nature of complaint;
Location of the SSO and/or complaint;
Estimated duration of the SSO;
Individual from the Division who was informed about the SSO and/or complaint, when
applicable;
Final destination of the SSO;
Corrective actions;
Known environmental/human health impacts resulting from the SSO; and
How the SSO was discovered.
[15A NCAC 02T .0108 (b)]
3. The Permittee shall maintain an up-to-date, accurate, comprehensive map of its wastewater
collection system that also notes the locations where other wastewater collection systems become
tributary. If a comprehensive map of the collection system has not been established, a rough sketch
shall be drawn. The Permittee shall map approximately 10 percent of its existing collection system
each year for the next ten years beginning at the original permit issuance date, or until complete,
whichever is sooner. The comprehensive map shall include, but is not limited to: pipe size, pipe
material, pipe location, flow direction, approximate pipe age, and each pump station identification,
location and capacity. [15A NCAC 02T .0108 (b)]
4. The Permittee shall maintain records of all of the modifications and extensions to the collection
system permitted herein. The Permittee shall maintain a copy of the construction record drawings
and specifications for modifications/extensions to the wastewater collection system for the life of the
modification/extension. Information concerning the extension shall be incorporated into the map of
the wastewater collection system within one year of the completion of construction. The system
description contained within this permit shall be updated to include this modification/extension
information upon permit renewal. [15A NCAC 02T .0108 (b)]
IV. MONITORING AND REPORTING REQUIREMENTS
1.
In the event of an SSO the Division may require monitoring that is necessary to ensure surface water
and groundwater protection and an acceptable sampling and reporting
implemented. [15A NCAC 02T .0108 (c)]
schedule shall be
2. The Permittee shall verbally report to a Division of Water Resources staff member at the Mooresville
Regional Office, at telephone number [phone] as soon as possible, but in no case more than 24
hours following first knowledge of the occurrence of the following circumstances within the collection
system which is under the Permittee's ownership or maintained and operated by the Permittee
through a perpetual legal agreement:
a. Any SSO and/or spill over 1,000 gallons to the ground; or
b. Any SSO and/or spill, regardless of volume, that reaches surface water.
Voice mail messages or faxed information shall not be considered as the initial verbal report. SSOs
(and other types of spills) occurring outside normal business hours may also be reported to the
Division of Emergency Management at telephone. number [phone] or [phone].
Page 7 of 9

Persons reporting any of the above occurrences shall file a spill report by completing Part I of Form
CS-SSO (or the most current Division approved form), within five business days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. [G.S. 143-215.1C(a1)]
3. The Permittee shall meet the annual reporting and notification requirements provided in North
Carolina General Statute §143-215.1C.
V. INSPECTIONS
1. The Permittee or the Permittee's designee shall inspect the wastewater collection system regularly to
reduce the risk of malfunctions and deterioration, operator errors, and other issues that may cause or
lead to the release of wastes to the environment, threaten human health or create nuisance
conditions. The Permittee shall keep an inspection log or summary including, at a minimum, the date
and time of inspection, observations made, and any maintenance, repairs, or corrective actions taken
by the Permittee. [15A NCAC 02T .0108 (b)]
2. Pump Stations that are not connected to a telemetry system (i.e., remote alarm system) shall be
inspected by the permittee or its representative every day (i.e., 365 days per year). Pump stations
that are connected to telemetry shall be inspected al least once per week. [15A NCAC 02T .0108 (b)]
3. A general observation by the permittee or its representative of the entire wastewater collection
system shall be conducted at least once per year. [15A NCAC 02T .0108 (b)]
4. Inspections of all high priority lines (i.e. aerial line, sub -waterway crossing, line contacting surface
waters, siphon, line positioned parallel to stream banks that are subject to eroding in such a manner
that may threaten the sewer line, or line designated as high -priority in a permit) shall be performed at
least once per every six-month period of time. A list of high -priority lines is presented as Attachment
A and is hereby incorporated into this permit condition. New high priority lines installed or identified
after permit issuance are incorporated by reference and subject to this permit condition until permit
renewal where they shall be referenced in writing in Attachment A. [15A NCAC 02T .0108 (b)]
VI. GENERAL CONDITIONS
1. This permit is not transferable. In the event that the Permittee desires to transfer ownership of the
wastewater collection system or there is a name change of the Permittee, a formal permit
modification request shall be submitted to the Division. The request shall be accompanied by
documentation from the parties involved, and other supporting materials as may be appropriate.
Such request will be considered on its merits and may or may not be approved. [15A NCAC 02T .0104;
G.S. 143-215.1(d)(3)]
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division in accordance with North Carolina General Statute §143-
215.6A through §143-215.6C, and a sewer moratorium may be established. [15A NCAC 02T .0104]
3. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by other government agencies (i.e., local, state,
and federal) having jurisdiction. [G.S. 143-215.1(b)]
4. The issuance of this permit does not prohibit the Division from reopening and modifying the permit,
revoking and reissuing the permit or terminating the permit as allowed by the laws, rules, and
regulations or as needed to address changes in federal regulations with respect to the wastewater
collection system, in accordance with required procedures. [G.S. 143-215.1(b)(4)]
Page 8 of 9

5. The Permittee shall pay the annual fee within thirty (30) days after being billed by the Division.
Failure to pay the fee accordingly may cause the Division to initiate action to revoke this permit.
[15A NCAC 02T .0110 (4)]
6. The Permittee shall file an application for renewal of this permit at least six months prior to the
expiration of this permit. Upon receipt of the request, the Director will review the adequacy of the
wastewater collection system described therein, and if warranted, will extend the permit for a period
of time and under such conditions and limitations, as the Director may deem appropriate. [15A NCAC
02T .0109]
7. The Permittee shall notify the Division's Pretreatment, Emergency Response and Collection Systems
Unit in writing at 1617 Mail Service Center, Raleigh, North Carolina 27699 of any changes to the name
and/or address of the responsible party (i.e. mayor, city/town manager) of the wastewater collection
system. [15A NCAC 02T .0106 (c)]
8. Any duly authorized officer, employee, or representative of the Division may, upon presentation of
credentials, enter and inspect any property, premises or place on or related to the collection system
at any reasonable time for the purpose of determining compliance with this permit, may inspect or
copy any records that must be maintained under the terms and conditions of this permit, and may
obtain samples of wastewater, groundwater, surface water, soil, or plant tissue.
[15A NCAC 02T .0110 (3)]
9. The Permittee or their authorized representative shall have available a copy of this permit to present
upon request by any duly authorized officer, employee, or representative of the Division.
[15A NCAC 02T .0104]
Permit issued this the 11th of June, 2015
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for S. Jay Zimmerman, Director
Division of Water Resources
By Authority of the Environmental Management Commission
by Deborah Gore, Pretreatment, Emergency Response, Collection System Unit Supervisor
Division of Water Resources, NCDENR
Page 9 of 9

UNION COUNTY PUBLIC WORKS
HIGH PRIORITY LINES LIST
High Priority and Aerial Sewer Main Inspection Lop
Area Description of Location
MN ID #s
PIPE INFORMATION
CONDITION
Label
Address
Facility ID
Upstream
Downstream
Priority Type
Material
Size (")
Length (')
Date
Good
Bad
Comments
PR-01
2000 Caernarfon Lane
Shannamara
Behind address
2338
3413
3453
Aerial/Surface water
DIP
8
15
PR-02
Shannamara
Outfall behind Hunley Creek W WTP
2415
8296
8297
Aerial
DIP
8
31
PR-03
3448 Shadow Lake Ln
End of Shadow Lake, behind address
2605
3708
3709
Aerial
DIP
8
80
PR-04
Hunley Creek PS FM
Bridge on Steven Mill Rd -
FM89
Aerial
DIP
12
60
PR-05
2122-2116 Caernarfon Ln
Shannamara
Behind addresses at creek by golf course
2323
8855
3631
Surface Water
PVC
8
6
PR-06
Stevens MITI Rd
Stevens Mill Gravity Line at bridge
15794
3795
12553
Aerial
DIP
8
60
PR-07
2300-2226 Caernarfon Ln
Shannamara
Between 2300 - 2226 Caernarfon Ln.
2379
3628
3629
Surface Water
DIP
8
4
PR-08
3111-31117 Cardigan Ct
Shannamara
Behind 3111 - 3117 Cardigan Ct
2359; 2361
3451; 3632
8775
Both surface water
DIP
8
5
PR-09
4502-4510 Shannamara Dr
Shannamara
Between 4502 and 4510 Shannamara Dr.
8546
3468
3469
Aerial
DIP
8
8
PR-10
4501 Shannamara Dr
Shannamara
Beside 4501 Shannamara Dr.
8544
3383
3379
Surface Water
DIP
8
5
PR-11
4510-4604 Shannamara Dr
Shannamara
Between 4510 and 4604 Shannamara Dr.
2240
3466
3650
Aerial
DIP
8
40
PR-12
5385 Shannamara Dr
Shannamara
Behind 5385 Shannamara Dr
2459
3654
3655
Surface Water
DIP
8
8
PR-13
5361-5355 Shannamara Dr
Shannamara
Between 5361 and 5355 Shannamara Dr
2455
3652
3653
Surface Water
DIP
8
10
PR-14
5337 Shannamara Dr
Shannamara
Behind 5337 Shannamara Dr.
2451
3503
3651
Surface Water
DIP
8
5
PR-15
717 Clifden Dr
Shannamara
8463
3427
3426
Surface Water
DIP
8
5
PR-16
716 Clifden Dr
Shannamara
8494
3423
3385
Surface Water
DIP
8
8
PR-17
2191-2195 Millhouse Dr
Hunley Creek
Between 2191 and 2195 Millhouse Ln.
13793
3842
3841
Surface Water
DIP
8
10
PR-18
5002 Millhouse Ln
Hunley Creek
Between 5002 Millhouse 5008 Olde Stone
13780
4812
3847
Surface Water
DIP
8
5
PR-19
5019 Olde Stone Ln
Hunley Creek
Beside 5019 Olde Stone Ln.
13789
3849
4813
Surface Water
DIP
8
5
PR-20
5019-5025 Olde Stone
Hunley Creek
Behind 5019 and 5025 Olde Stone Ln.
13788
3848
3849
Surface Water
DIP
8
5
PR-21
6045-6051 Burnt Mill Rn
Hunley Creek
Between 6045 and 6051 Burnt Mill Run
13790
3850
4819
Surface Water
DIP
8
5
PR-22
8213-8219 Hunley Ridge
Hunley Creek
Between 8213 and 8219 Hunley Ridge Rd.
13807
3851
3850
Surface Water
DIP
8
5
PR-23
8225-8231 Hunley Ridge
Hunley Creek
Between 8225 and 8231 Hunley Ridge Rd.
13806
3852
3851
Surface Water
DIP
8
5
PR-24
8231 Hunley Ridge Rd
Hunley Creek
Beside 8231 Hunley Ridge Rd.
13805
4836
3852
Surface Water
DIP
8
5
PR-25
8258-8254 Hunley Ridge
Hunley Creek
Between 8258 and 8254 Hunley Ridge Rd.
15053
3856
4843
Surface Water
DIP
8
10
PR-26
2411-2419 Willowbrook Dr
Willowbrook
Between 2411 and 2419 Willowbrook Dr.
13821
3857
3856
Surface Water
DIP
8
10
PR-27
3127-3133 Shady Grove
Willowbrook
Between 3127 and 3133 Shady Grove Ln.
7499
8553
8554
Surface Water
DIP
8
5
PR-28
3139 Shady Grove
Willowbrook
Behind 3139 Shady Grove Le.
7500
8555
8554
Surface Water
DIP
8
5
PR-29
3145 Shady Grove
Willowbrook
Behind 3145 Shady Grove Ln.
13741
8555
4808
Surface Water
DIP
8
8
CC-01
Faith Church Rd
Bridge
Lake Park at Faith Church Road Bridge
580
3155
2413
Surface Water
DIP
8
15
CC-02
Woodcreek Ct
Ashecroft
Ashcroft Tie -In
258
5166
2409
Aerial
DIP
12
21
CC-03
Younts Rd
Wal-mart Tie In
17500
5869
Aerial
DIP
8
12
CC-04
Jaquekyn Dr. and Tech. Dr
Brittany Downs
1049
5323
24118
Surface Water
DIP
12
10
CC-05
115 Brooks Lane
Brittany Downs
2125
5874
5873
Surface Water
DIP
6
6
CC-06
225 Post Office Drive
USPO
2248
5549
5535
Surface Water
DIP
8
10
CC-07
Outfall
Forest Park
484
5091
2225
Aerial
DIP
8
16
CC-08
Outfall
Stalling Elementary
Stallings Elementary School Ile In
16608
14445
14446
Aerial
DIP
12
10
CC-09
Pepper Labe
Forest Park
Pepper Ann Ln.
392
2175
2208
Aerial
DIP
8
CC-10
Wesley Court
Ashecroft
Ashcroft Tie-in (Wesley CrL)
581
5156
2412
Aerial
DIP
30
CC-11
2020 Younts Rd.
Wal-Mart
1988
5831
5830
Surface Water
DIP
8
ES-01
Trellis P5
Noble Oaks
Trellis
FM66
Aerial
DIP
6
110
ES-02
Trellis PS
UC Jail
Jail '1' ,, 1'
Aerial
DIP
8
90
ES-03
Bobwhite Circle
Greenbrook
MH 2722 "c '-..;•,ii. n_`im
Surface Water
DIP
8
18
ES-04
Monroe-Ansonville Rd
ES #1
Creek Crossing
3641
2720
2707
Surface Water
Clay
24
36
TM-01
12 Mlle W WiP PS
Lift Station
Outrall at Plant
16320
20056
20055
Surface Water
DIP
24
50
TM-02
4911 Sandtyn Drive
New Town Village
Behind 4911 Sandtyn Dr
9075
7911
8057
Aerial
DIP
8
50
TM-03
2710 Faircroft Way
Sandalwood
2710 Faircroft Way and 2603 Devon
7625
1352
8607
Surface Water
DIP
8
7
2604 Devon Drive
Sandalwood
7588; 7590
1152
1155
Surface Water
DIP
8
8
TM-04
402 Brevard St
Waxhaw
Behind Town of Waxhaw Malnt
6083
7312
2597
Surface Water
DIP
8
10
TM-05
1909 Thorncrest Dr
Harrison Park
Behind 1909 Thorncrest drive
5545
7354
7331
Aerial
DIP
8
40
TM-06
1210 Billy Howey Rd
Wesley Chapel
Off Billy Howey Rd
16971; 2856
1768
1769
Surface Water
DIP
30
50
TM-07
1210 Billy Howey Rd
Wesley Chapel
Off Billy Howey Rd
2855
1769
1756
Surface Water
DIP
30
50
TM-08
8109 Kingston Drive
Kingston on Prov.
Across from 8109 Kingston Drive
5734
7339
7338
Aerial
DIP
8
41
TM-09
9605 Ashton Manor
Ashton Manor
Behind 9505 Ashton Manor Way
5389
3038
3039
Aerial
DIP
8
12

TM-10
6311 Lowergate Drive
Stonegate
Creek Crossing at Stonegate Tie -In MH
2741
1947
19448
Surface Water
DIP
36
50
TM-11
8010 Streamlet Way
Brook Valley
Near poolhouse
7280
8444
8445
Aerial
DIP
8
18
TM-12
4902 Sandstone Ln
Sandalwood
Behind 4902 Sandstone Ln
3447
1581
1580
Surface Water
DIP
8
5
TM-13
3413 Collaroy Ln .
Cureton
Behind 3413 Collaroy Ln.
3036
2116
2115
Surface Water
DIP
10
10
TM-13A
3201 Thayer Drive
Ouellin
Behind 3201 Thayer Dr.
5690
7614
2113
Surface Water
DIP
8
15
TM-14
5618 Biggers Brook Dr
Indian Brook
1288; 1292; 1293
6078
6084
High Priority
PVC
8
1300
TM-15
Pilgrim Forest
2937
1590
1589
High Priority
DIP
12
15
TM-17
Pilgrim Forest
8941
8577
1556
High Priority
DIP
8
15
TM-18
Billy Howey Rd
Wesley Chapel
14725
13026
13027
Aerial
DIP
8
125
TW-01
Tallwood
Trunk Line beside creek
11982;11983; 14507; 11984
2869
2872
Erosion
PVC
8
2000
0S-01
10821 Olde Sycamore Dr
Olde Sycamore
Beside 10821 Olde Sycamore Dr.
15789
10937
2826
Surface Water
DIP
8
4
OS-02
10804 Persimmon Creek Dr
Olde Sycamore
14601
2833
2832
Surface Water
DIP
8
10
SM-01
522 Briar Patch Terrace
Marvin Creek
12467
11773
11774
Surface Water
DIP
8
12
SM-02
620-624 Briar Patch Terrace
Marvin Creek
12421
11817
11777
Underwater
DIP
8
15
GB-01
1124-1216 Tom Helms Rd
Unionville
Unionville PS FM creek crossing
FM17
High Priority
PVC
3
100
PRINT NAME:
..
SIGNATURE:
Sewer Mams that are anove ground and usually crossing over creeks.
• Surface Water -Sewer Mains that is In the bed of the creek where the pipe Is exposed to surface water constantly.
• High Priority -Generally a Sewer Main that carries large amounts of flow or main lines that require repeat maintance.
• Erosion -Sewer Mains that may be at risk for Erosion.
PR Poplin
CC Crooked Creek
TM Twelve Mile

UNION COUNTY PUBLIC WORKS
WASTEWATER COLLECTION - PUMP STATION LIST i''
A,°' _6;34,
4
WI FaT]SifiA1TfONi
,ADDRESS
- ALARM'
'PUMP -
, 'GENERATOR _
DESIGN'CAPiACITYi
lietraN1Tl,B SINII
AUDIBLE
.VISUAL
SCADA
TELEMETRY
DIALER
RELIABILITY
PERMANENT
,PORTABLE
: 'MGD"
Brookhaven
3120 Delamere Ln.
Yes
Yes
DFS
Duplex
Yes
1.72
12 Mile
Magnolia Ridge
4719 Magnolia Ridge Dr.
Yes
Yes
DFS
Duplex
Yes
0.017
12 Mile
Howie Mine 14
705 Howie Mine Rd.
Yes
Yes
Mission
Duplex
Yes
N/A
12 Mile
Howie Mine 15
Cureton St. - Waxhaw
Yes
Yes
Mission
Duplex
Yes
N/A
12 Mile
Howie Mine 16
600 Price St. - Waxhaw
Yes
Yes
Mission
Duplex
Yes
N/A
12 Mile
Howie Mine 17
State Rd. 1323 - Waxhaw
Yes
Yes
Mission
Duplex
Yes
N/A
12 Mile
Howie Mine 18
302 Washington St.
Yes
Yes
Mission
Duplex
Yes
N/A
12 Mile
Howie Mine 19
Pearl St. - Waxhaw
Yes
Yes
Mission
Duplex
Yes
N/A
12 Mile
Howie Mine 20
322 East N. Main St.
Yes
Yes
Mission
Duplex
Yes
N/A
12 Mile
Howie Mine 21
300 East N. Main St.
Yes
Yes
Mission
Duplex
Yes
N/A
12 Mile
Howie Mine 22
418 Price St.
Yes
Yes
Mission
Duplex
Yes
-N/A
12 Mile
Howie Mine 23
Across 208 Howie Mine Rd.
Yes
Yes
Mission
Duplex
Yes
N/A
12 Mile
Howie Mine 24
Dunlap St.
Yes
Yes
Mission
Duplex
Yes
N/A
12 Mile
Sandlewood
2907A Faircroft Way
Yes
Yes
DFS
Duplex
Yes
N/A
12 Mile
Parkwood Sch.
3219 Parkwood School Rd.
Yes
Yes
DFS
Duplex
Yes
0.040
12 Mile
21-25
910 Sharon Dr.
Yes
Yes
DFS
Duplex
Yes
12 Mile
Jackson Ridge
Off Waxhaw Pkwy behind CVS
Yes
Yes
DFS
Duplex
Yes
0.023
12 Mile
Old Hickory
Hwy. 16 @ Pine Oak Rd.
Yes
Yes
DFS
Duplex
Yes
0.019
12 Mile
Southfork
South Fork Rd.
Yes
Yes
Guardit
Duplex
Yes
12 Mile
Jaars
Wycliffe Ave.
Yes
Yes
DFS
Duplex
Yes
0.06
12 Mile
Wysacky Park 7
400 Essaw Rd.
Yes
Yes
Mission
Duplex
Yes
N/A
12 Mile
Wysacky Park 8
312 Yamasee Rd.
Yes
Yes
Mission
Duplex
Yes
N/A
12 Mile
Wysacky Park 10
218 Yamasee Rd.
Yes
Yes
Mission
Duplex
Yes
N/A
12 Mile
Wysacky Park 11
125 Yamasee Rd.
Yes
Yes
Mission
Duplex
Yes
N/A
12 Mile
Wysacky Park 12
200 Yamasee Rd.
Yes
Yes
Mission
Duplex
Yes
N/A
12 Mile
Wysacky Park 13
122 Yamasee Rd.
Yes
Yes
Mission
Duplex
Yes
N/A
12 Mile
Sun Valley Place
3053 Wesley Chapel -Stouts Rd.
Yes
Yes
DFS
Duplex
Yes
0.51
12 Mile
Poplin Rd.
5502 Poplin Rd.
Yes
Yes
DFS
Duplex
Yes
2.89
12 Mile
Mill Bridge
Off Kensington Rd.
Yes
Yes
DFS
Duplex
Yes
3.65
12 Mile
Southbrook
212 Leafmore Ct.
Yes
Yes
DFS
Duplex
Yes
0.03
12 Mile
Stonebridge
Rocky River Rd. and Doster Rd.
Yes
Yes
DFS
Duplex
Yes
0.43
12 Mile
Western Union
4111 Western Union Schol Rd.
Yes
Yes
DFS
Duplex
Yes
0.012
12 Mile
Crane Valley
Off New Town Rd. before Crane Rd.
Yes
Yes
DFS
Duplex
Yes
0.043
CMUD
Drayton Hall
8403 Cheverney Ln.
Yes
Yes
DFS
Duplex
Yes
0.016
CMUD
Tarkill
10705 Waxhaw Marvin Rd.
Yes
Yes
DFS
Duplex
Yes
1.17
CMUD
Marvin Ridge
2831 Crane Rd.
Yes
Yes
DFS
Duplex
Yes
0.038
CMUD
Forest Park
Meadowbrook Dr.
Yes
Yes
DFS
Duplex
Yes
0.518
Crooked Creek
Helmsville
Grey Fox Dr.
Yes
Yes
DFS
Duplex
Yes
0.508
Crooked Creek

Community Park
2308 Community Park Dr.
Yes
Yes
DFS
Duplex
Yes
Crooked Creek
Woodfern
Woodfern Dr. -- Stallings
Yes
Yes
DFS
Duplex
Yes
Crooked Creek
Green Meadows
6737 First Ave.
Yes
Yes
Guard It
Duplex
Yes
Crooked Creek
Suburban 1
5601A Suburban Lane
Yes
Yes
Mission
Duplex
Yes
0.18
Crooked Creek
Suburban 2
6122 Daybreak Drive
Yes
Yes
DFS
Duplex
Yes
Crooked Creek
Suburban 3
5806 Sunnywood Dr.
Yes
Yes
DFS
Duplex
Yes
Crooked Creek
Deese Ct.
Deese Ct.
Yes
Yes
Mission
Duplex
Yes
Crooked Creek
Unionville
4511 Unionville Rd.
Yes
Yes
DFS
Duplex
Yes
0.03
Grassy Branch
Grassy Branch
Monroe WWTP
Loxdale
Loxdale Farms Dr.
Yes
Yes
DFS
Duplex
Yes
0.05
Funderburk
Funderburk Rd. - Wingate
Yes
Yes
DFS
Duplex
Yes
Meadows MH 1
700 Penny Ln.
Yes
Yes
DFS
Duplex
Yes
0.058
Monroe WWTP
Meadows MH 2
Rolling Meadows Dr.
Yes
Yes
DFS
Duplex
Yes
0.173
Monroe WWTP
Trellis
Independence Dr. - Behind Jail
Yes
Yes
Sensaphone
Duplex
Yes
0.012
Monroe WWTP
Station 1
3826 Monroe Ansonville Rd.
Yes
Yes
DFS
Duplex
Yes
2.1
Monroe WWTP
Station II
4720 Monroe Ansonville Rd.
Yes
Yes
DFS
Duplex
Yes
1.75
Monroe WWTP
Station Ill
1409 Hwy 205
Yes
Yes
DFS
Duplex
Yes
2.5
Monroe WWTP
Animal Shelter
3340 Presson Rd.
Yes
Yes
DFS
Duplex
Yes
0.002
Monroe WWTP
Ag Center
3230 Presson Rd.
Yes
Yes
DFS
Duplex
Yes
0.003
Monroe WWTP
Old Sycamore 1
Olde Sycamore Drive
Yes
Yes
DFS
Duplex
Yes
Old Sycamore
Old Sycamore 2
1900 Rock Hill Church Rd.(Weighmont Ct.)
Yes
Yes
DFS
Duplex
Yes
Old Sycamore
Old Sycamore 3
Golf Course Access Rd.
Yes
Yes
DFS
Duplex
Yes
Old Sycamore
Old Sycamore 4
6708 Sycamore Club Dr.
Yes
Yes
DFS
Duplex
Yes
0.010
Old Sycamore
Porter Ridge
2801 Ridge Rd. Monroe
Yes
Yes
DFS
Duplex
Yes
0.042
Poplin Rd.
Stevens Mill 1
998 Millwright Ln.
Yes
Yes
DFS
Duplex
Yes
0.8640
Poplin Rd.
Stevens Mill 2
1222 Millwright Ln.
Yes
Yes
DFS
Duplex
Yes
0.1008
Poplin Rd.
Hunley Creek
Fairfield Plantation
Yes
Yes
DFS
Duplex
Yes
0.789
Poplin Rd.
Fieldstone
5325 N. Rocky River Rd.
Yes
Yes
DFS
Duplex
Yes
0.68
Poplin Rd.
Mineral Springs
6118 Waxhaw Hwy
Yes
Yes
DFS
Duplex
Yes
0.010
12 Mile

Union County
DON'T CLOG WITH FOG
/ (Fat, Oil, Grease)
When FOG (Fat, Oil and Grease) enters our sewer system, it cools and hardens, clinging to pipe
walls. Over time it builds up and leads to blockages in the system lines. These blockages eventually
cause overflows, resulting in damage to homes, businesses and the environment. We need your
help in disposing of FOG in safer, more environmentally -friendly methods.
FOG DOs
Do keep grease
out of the wash
water. Scrape
excess out or
wipe with a paper
towel.
Do place food
scraps in the
garbage.
Do put oil and
grease in
collection
containers and
dispose of in the
trash.
FOG Is Found In
Meat Fats
Fried Foods
Scraps
Cooking Oil
Baked Goods
Butter
Margarine
Dairy Products
FOG DON'Ts
Don't use the
drain as a
means of
disposing of
food scraps.
Don't put oily,
greasy foods down
the garbage
disposal.
Don't pour fat, oil
and grease down
the drain. Flushing
it with hot water
doesn't help.
How To Properly
Dispose Of FOG
Place fat, greasy scraps of food in
the trash.
Once cooled, pour remaining oil or
grease in a can or container and
place in the refrigerator or freezer.
After it hardens, remove it and place
it in the trash.
Union County Department of Public Works 704-296-4210 www.UnionCountyNC.gov

Before r FOG down
your 'rain,t what can
happen.
When you pour fat, oil & grease (FOG) down
the drain, pipes can back up, eventually
giving you a nasty mess and an expensive
repair.
Please help keep our pipes clear by draining
used cooking oil and grease in a can, letting
it cool and throwing in the trash.
(4) @UnsonCountyPW

©ft 1NAT
iA7 Pat McCrory, Govemor
John E. Skvarla, III, Secretary
North Carolina Department of Environment and Natural Resources
G
,Paul E. Rawls, Chairman
'ks Water Pollution Control System Operators Certification Commission
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. Josh Brooks
ORC, Union County Collections System
Subject:
Dear Mr. Brooks:
Classification of Union County Collection System
Permit No. WQCS00054
Union County
June 12, 2013
In accordance with North Carolina General Statute § 90A-37, the Water Pollution Control
System Operators Certification Commission is required to classify water pollution control
systems. The classification of Water Pollution Control Collection Systems, found at 15A
NCAC 8G .0303, was adopted by the Commission to classify water pollution control
systems. Population served determines the classification of a collection system or the same
classification grade of the Wastewater Treatment Plant to which the collection system is
tributary; whichever provides the lesser grade.
The Commission has determined that your collection system is classified as a Grade 3
Collection System as of the date of this letter.
If, in the future, you wish to make changes in the designation of operators, please use the
enclosed form and submit to this office with the appropriate signatures.
If you have any questions concerning this classification or the designation of operators,
please contact me at 919.807.6333.
Sincerely,
Extension Education & Training Specialist
Cc: Mooresville RO — via email
TACU Files
Technical Assistance & Certification
1618 Mail Service Center, Raleigh, NC 27699-1618
DENR Customer Service Center
An Equal Opportunity Action Employer
wArtti
Internet http://portal.ncdenr.orq/web/wq/admin/tacu
Telephone [phone] Fax [phone]
Telephone [phone]
50% recycled/10% post -consumer paper

General Information
J)s
Sack- 506 -041
cok
Inspection Checklist ce(367/5 C
4,OC cSa �
1. Number of Pump stations 65
2. SCADA system PS }
3. Telemetry PS 0
4. Audible and Visual only 0
5. Generators Permanent kg
a. Frequency tested
Generators Portable
A. Quick -connect plugin
B. Frequency tested
Pump stations served
ORC B-ORC
6.
�Qs " l
days -- 824 0 � (
pg — c7g0Dq) 4eAlkS
Sewer Use Ordinance
Enforcements Last Year
FOG Program—V
Inspections j�5r►. Public ED How —
Annual Report Date
CIP Budget $
PS
by same generator.
u�-
O�
Years
96( _ace _ass
gat)/F 06,
C oy-)cpb a-tba
(I1A
/
let-,
3
CS- o,P1 A�
Documentation of
1. Line Cleaning (10%)
2. High priority lines (6 mos) — C�-ua- eV -
3. System observation annual
4. ROW mowing
Review logs for PS O&M -
Review PS logs information
7L V S n�et 0 Aftogid,N-7
it ,
tocoTP flu
Imp' 5
v3fi.

Reportable Spills
Repeat Location/Cause
Non reportable spills
Customer complaints
Spare parts inventory —
Map of system '% 9 % complete
ooa
RA9v-c4

Name
Address
Pump Station Inspection Checklist
fl4—)
c / No of Pumps 1
2
Operational 1 V /
2 ✓ 6t,�.
Capacity of each (gpm)
1
2
Runtime hour meter reading average
1 5
2
Housekeeping
Secure L/' 7
Accessible
Identification Signage
Inspection Schedule
Wet Well — Floats
Free of debris
High water float +�
Telemetry /
Audio -Visual �/
SCADA 1
Alarm system tested for communications -410
5-'T'
W(46 ;lac.
•
Emergency power Generator Portable Quick -connect Onsite
Fuel tank Gallons per hour usage rate
Testing schedule — htr,.4 . Automatic
Bypass pumping configured
Overflow piping/3,4�, _ 2G,„
Manhole upstream
Inspection Logs Itc,,cla(ory,;-3,).

Name
Address
Pump Station Inspection Checklist
No of Pumps 1 z 2
Operational 1 1/ /
2
Capacity of each (gpm)
1
Runtime hour meter verage
1
2(d1) fitifuno
Housekeeping!,
Secure
Accessiblei/
Identification Signage
Inspection Schedule Daily Weekly
1(//?, D
'1)Th 4YD cO
Wet Well - Floats t/
Free of debris
High water floatc., -
Telemetry
Audio -Visual ✓✓�✓
SCADA
Alarm system tested for communications
hd
Emergency power Generator Portable Quick -connect
Fuel tank Gallons per hour usage rate
Testing schedule Automatic
Bypass pumping configured
Overflow piping
Manhole upstream
Inspection Logs

Pump Station Inspection Checklist
Housekeeping
Secure t/
Accessible
Identification Signage/ r =:—
Inspection Schedule Daily ' Weekly
No of Pumps
1 A,IP
2
Operational 1 2 (/
Capacity of each (gpm)
1
2
Runtime hour meter reading average
1 6
2
Wet Well — Floats V
Free of debris
High water float ✓
Telemetry
Audio -Visual i%
SCADA t;
Alaini system tested for communications J1 IKD 17
Emergency power Generator
Fuel tank
Testing schedule
Bypass pumping configured
Overflow piping
Manhole upstream LL)
Inspection Logs
Quick -connect
Ga ons per hour usage rate
Automatic
Portable
Onsite
9'91 ) n-eC7 16? kiti-"&
u� cv

Name( r� /
Address
Pump Station Inspection Checklist
A
Housekeeping
Secure
Accessible
Identification Signage
Inspection Schedule Daily Weekly
Wet Well — Floats
Free of debris
High water float
Telemetry
Audio -Visual
SCADA
Alarm system tested for communications
No of Pumps 1
2
Operational 1
2
Capacity of each (gpm)
1
2
Runtime hour meter reading average
1
2
Emergency power Generator Portable Quick -connect Onsite
Fuel tank Gallons per hour usage rate
Testing schedule Automatic
Bypass pumping configured
Overflow piping
Manhole upstream
Inspection Logs
F-Qac9,2-(L

Manhole location or address
Collection System Inspection Checklist
Manholes- Lines- Right Of Way- Aerials
40/( azadc-
Cover present - vent and cover above grade - vent screened ter
Visible signs of overflow
Sinkholes and depressions
Good condition properly seated
Bypass structures or pipes present
Invert in good condition Size inches Pipe capacity 1/4 1/2 3/4 diameter.
Line free flowing and unrestricted
Excessive grease, roots, or sand
Right of Way - location or name of outfall line
Accessible
Free of sinkholes or depressions
No evidence of leakage
Free of non -utility motorized traffic
High .Priority lines
Exposed line of ductile material a�
Water crossings and supports in good condition IV -
Level of debris on or behind line 4/
Free of damage ,✓
Right of Way mowing records
Visual inspection of off street lines
General observation of system (annual)
rn e_45)J
got
�nJ

Pump Station Inspection Checklist
Name
Address
ltd (ID lArkp
Housekeeping
Secure
Accessible/
Identification Signage
Inspection Schedule Daily/ Weekly
Wet Well — Floats
Free of debris t/
High water float 'I
Telemetry
Audio -Visual
SCADA
Alarm system tested for communications 4,0
Emergency power Generator ortab elel Quick -connect
Fuel tank Gallons per hour usage rate
Automatic
No of Pumps 11(>7
2
Operational 1�
2 t/
Capacity of each (gpm)
1
2
Runtime hour meter reading average
2 5-- ( Ida/
Testing schedule
Bypass pumping configured
Overflow piping
Manhole upstream
Inspection Logs
C'

4tridoit)
Project ID Permitted Flow Ac Project Name
600-06-501 4,370.00 Crane Valley, Phase 3, Union County, Sewer Only
600-06-543 11,210.00 Marvin Creek Meadows, Union County, Sewer
600-06-552 37,080.00 Ezzell Valley, Union County, Sewer Only
600-06-566 19,800.00 Ezell Hill, Union County, Sewer Only
600-06-567 3,600.00 Woodcliff, Union County, Sewer Only
600-06-570 9,600.00 Sandy Ridge Elementary School, Union County, Sewer Only
600-06-571 35,640.00 McGee Valley, Union County, Sewer Only
600-06-572 32,760.00 Fincher Valley, Union County, Sewer Only
600-06-573 118,920.00 The Reserve, Union County, Sewer Only
600-06-574 22,320.00 Providence Downs, South, Union County, Sewer Only
600-06-575 50,640.00 Chimneys of Marvin, Phase II, Union County, Sewer Only
600-06-576 29,160.00 Sedgefield/Woodhall, Union County, Sewer Only 6 v G-
600-06-577 38,400.00 Crane Road School B, Union County, Sewer Only'
600-06-612 9,648.00 Rea Road School G, Union County, Sewer Only
600-07-508 5,760.00 Bard Subdivision, Union County, Sewer Only
600-07-509 43,200.00 Bromley Subdivision, Union County
600-07-514 4,800.00 Fincher Valley Amenity Site, Union County, Sewer Only
600-07-515 9,000.00 Longview South Development, Union County, Sewer Only
600-07-543 43,890.00 Millbridge, Phase IIA, Union County, Sewer Only
600-07-556 37,810.00 Millbridge, Phase 1A, Union County, Sewer Only //�
600L07-557 10,830.00 Millbridge, Phase 1B, Union County, Sewer Only ��n'c`: "
600-07-558 17,860.00 Millbridge, Phase 2B, Union County, Sewer Only
600-07-559 33,820.00 Millbridge, Phase 3A, Union County, Sewer Only
600-07-568 29,260.00 Anklin Forest, Sewer Only, Union County
600-07-571 12,000.00 Kensington Elementary School, Union County, Sewer Only
600-07-572 1,800.00 Kensington Elementary School -Addition, Union County, Se
600-07-573 27,360.00 The Chimneys of Marvin - Phase 2, Union ounty, Sewer Only
600-07-577 1,710.00 The Retreat, Union County, Sewer Only
Total 702,248.00 gpd
Millbridge Pump Station
/600-05-522 18 240.00 Polo Club at Weddin9 ton
(.0
nu=ee-
v;QQ
Au---QsL
nA,Aw-e,
/7 1301 Iccli
da7r

Tax Parcel Number
6204003
6222005
06225012, 0622511
6225014
06225001, 06225002
0621003a
6228155
6228077
6207410
6225157
6210001
6228040
06147004, 06123011
06123011, 06147007
6228054
6201007
5165001
6192001
6192001
Drainage Basin Plant Name
Six Mile Creek
Six Mile Creek
Six Mile Creek
Six Mile Creek
Six Mile Creek
Six Mile Creek
Six Mile Creek
Six Mile Creek
Six Mile Creek
Six Mile Creek
Six Mile Creek
Six Mile Creek
Six Mile Creek
Six Mile Creek
Six Mile Creek
Six Mile Creek
Six Mile Creek
Six Mile Creek
Six Mile Creek
Six Mile Creek
Six Mile Creek
35002, 05165003, 05165004, 0516t Six Mile Creek
5168001 Six Mile Creek
6192003 Six Mile Creek
061192001a Six Mile Creek
06192001a Six Mile Creek
6210001 Six Mile Creek
06150041, 06150042 Six Mile Creek
231-092-01
Fiat) -
3/7-
McAlpine WWTP
McAlpine WWTP
McAlpine WWTP
McAlpine WWTP
McAlpine WWTP
McAlpine WWTP
McAlpine WWTP
McAlpine WWTP
McAlpine WWTP
McAlpine WWTP_
McAlpine WWTP
McAlpine WWTP
McAlpine WWTP
McAlpine WWTP
McAlpine WWTP
McAlpine WWTP
McAlpine WWTP
McAlpine WWTP
McAlpine WWTP
McAlpine WWTP
McAlpine WWTP
McAlpine WWTP
McAlpine WWTP
McAlpine WWTP
McAlpine WWTP
McAlpine WWTP
McAlpine WWTP
McAlpine WWTP
McAlpine WWTP
River Basin
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba

Figure 1
Union County East Side Sewer System
Flow Schematic for Recommended Short -Term Improvements
New 14" FM
14" FM
Avg Flow 295 gpm
New 18"FM
12" FM
PS1 Equipment
Abandon 1
S-�
Existing: 2 pumps
Size: 1800 gpm @ 130' TDH each
1 new additional pump
Size: 1250 gpm @ —110' TDH each
1 New 12" FM
PS2 Equipment
Existing: 2 pumps
Size: 1220 gpm each
Wingate and
Surrounding County
Systems
Avg Flow 405 gpm
12" FM
PS 3
Marshville Outfall
Pilgrims Pride
Marshville West
Avg Flow 510 gpm
rge tau
tolol
PS3 Equipment
Existing: 2 pumps
Size: 880 gpm @ 200' TDH each
2 new replacement pumps
Size: 1250 gpm @ -230' TDH each
ro
0
d6E:zi 90
- 4.Nj
IU

Union County Flow Summary 4K
October-10 `
Site
Time Frame
Average Dry
Flow
(mgd)
Total Flow
(MG)
Total Flow
(100 cu ft)
Tatting Road
9/15/10 —10/14/10
0.012
0.347
463.68
Firethorne
9/15/10 —10/14/10
0.022
0.653
873.31
Highgate
9/15/10 —10/14/10
0.112
3.396
4,540.55
Marvin Road
9/15/10 —10/14/10
0.176
5.393
7,209.67
Joe Kerr Road
9/15/10 —10/14/10
0.620
18.715
25,020.23
Total
0.942
28.504
38,107.45

High Priority and Aerial Sewer Main Inspection Log
Label
Location
Type
Pipe Material
Pipe Size
Length
Aug-06
Feb-07
Poplin Road PIS
PR-01
Shannamara Drive A
Aerial
DIP
8 Inch
35 Feet
8/14/2006
PR-02
Shannamara Outfall at Plant
Aerial
DIP
8 Inch
31 Feet
8/14/2006
PR-03
End of Shadow Lake
Aerial
DIP
8 Inch
80 Feet
8/14/2006
PR-04
Hunley Creek Force Main
Aerial
DIP
12 Inch
60 Feet
8/14/2006
PR-05
Shannamara Drive B
Aerial
DIP
8 Inch
6 Feet
8/14/2006
Crooked Creek
CC-01
Lake Park tie in at Faith Church Road Bridge
Surface Water
DIP
8 Inch
15 Feet
8/15/2006
CC-02
Ashcroft Tie-in
Aerial
DIP
8 Inch
21 Feet
8/16/2006
CC-03
Wal-mart Tie in
Aerial
DIP
8 Inch
12 Feet
8/15/2006
CC-04
Brittany Downs Tie in
Surface Water
DIP
8 Inch
10 Feet
8/16/2006
CC-05
Behind Brooke Lane
Surface Water
DIP
6 Inch
6 Feet
8/24/2006
CC-06
Forest Park Outfall
Surface Water
DIP
8 Inch
18 Feet
8/24/2006
East -Side
ES-01
Trellis
Aerial
DIP
8 Inch
110 Feet
8/23/2006
ES-02
Jail
Aerial
DIP
6 Inch
90 Feet
8/23/2006
ES-03
Bob White Circle
Surface Water
DIP
8 Inch
18 Feet
8/23/2006
ES-04
Station 1 at Creek Crossing
Surface Water
Clay
24 inch
36 Feet
8/23/2006
12 Mlle
TM-01
Waxhaw Outfall at Plant
Aerial
DIP
12 Inch
47 Feet
8/14/2006
TM-02
New Village tie in
Aerial
DIP
8 Inch
72 Feet
8/4/2006
TM-03
Sandalwood
Aerial
DIP
8 Inch
7 Feet
8/14/2006
TM-04
21-25 Outfall behind Waxhaw Public Works
Aerial
DIP
8 Inch
110 Feet
8/14/2006
TM-05
Harrison Park
Aerial
DIP
8 Inch
40 Feet
8/14/2006
TM-06
Off Billy Howey Rd
Aerial
DIP
8 Inch
162 Feet
8/14/2006
TM-07
End of Kingston on Providence
Aerial
DIP
8 Inch
41 Feet
8/14/2006
TM-08
Aston Manor Tie In
Aerial
DIP
8 Inch
12 Feet
8/14/2006
TM-09
12 Mile Creek Crossing at Stonegate Tie-in
Surface Water
DIP
24 Inch
50 Feet
8/24/2006
TM-10
Brook Valley
Aerial
DIP
8 Inch
18 Feet
8/28/2006
Tall Wood
TW-01
Trunk Line beside Creek
Erosion
PVC
8 Inch
2000
8/24/2006
*Aerial -Sewer Mains that are above ground and usually crossing over creeks.
* Surface Water -Sewer Mains that is in the bed of the creek where the pipe is exposed to surface water constantly.
* High Priority -Generally a Sewer Main that carries large amounts of flow or main lines that require repeat maintance.
* Erosion -Sewer Mains that may be at risk for Erosion.

TRUNK LINE
OAKS ON PROVIDENCE
WEDDINGTON CHASE
TRUNK LINE
FINCHER ROAD TO
CHESTNUT
HELMSVILLE FORCE MAIN
UCPW LOST RIGHT-OF-WAY CLEARING SCHEDULE
WWTP
LOCATION
12 MILE WWTP WAXHAW PARKWAY TO PINE OAK LANE
12 MILE WWTP CUTHBERTSON ROAD
12 MILE WWTP FINCHER ROAD TO CHESTNUT LANE
CROOKED CREEK
WWTP
WESLEY CHAPEL -STOUTS ROAD
aAt,r,./yieo.
yu
( SCHEDULE
LENGTH
8000 FT
4800 FT
4500 FT
2800 FT
24 MOS
24 MOS
24 MOS
24 MOS

Location
MH 7214
Station #3 Marshville
Station #2 Monroe
Station 2125 Waxhaw
MH-2707 Monroe
MH-2700 Wingate 200902995
Mctntyre Rd & Monroe/ F 200903047
McIntyre Road &Monroe 200903195
Anne St & Sharon Dr 200903196
Station 1
Sardis Church Road)
Sardis Church Rd
(1
`MH #2707
200903240
201000199
201000362
201000365
McIntyre Rd #2699 & 26I201000368
MH #1547—G2FCo.2.w 201000484
MH# 5231 Indian Trail 201000689
MH #'s 2698/2699 Wingr 201000692
Manhole#2646 201001042
916 Pilgram Forest Rd 201001533
MH#5231 @ Crooked Cr 01002012
Incident #
200902615 11/09/09
200902681 11/11/09
200902682 11/11/09
200902684 11/11/09
200902994 12/02/09
12/02/09
/1
01/17/10
03/04/10
04/24/10
06/30/10
Start Date 5 Day Gallons )1. Reaching Surf Enforcement Case
1800
5750
19200
900
2025
12320
9000
15000
5250
22500
4000
20460
600
19470
1200
22575
21250
6000
75
3600
1500
4000
19000
900
2025
12320
9000
15000
5000
22500
4000
NOV Case
NOV-2009-DV-0356
DV-2010-0017 NOV-2010-DV-0010
DV-2010-0017 NOV-2010-DV-0010
DV-2010-0017 NOV-2010-DV-0010
20000.
600
19000
1200 DV-2010-0049
20000
20000
6000
75
3600,
Violation Action Debrisse: Gnlow and
Proceed to NOV Yes
No Action, BPJ No
No Action, BPJ No
No Action, BPJ No
Proceed to Enforce No
Proceed to Enforce No
Proceed to Enforce No
No Action, BPJ
No Action, BPJ
No Action, BPJ
No Action, BPJ
No Action, BPJ
No Action, BPJ
No Action, BPJ
Proceed to Enforce No
No Action, BPJ
No Action, BPJ
Proceed to NOV
No Action, BPJ
—No Action, BPJ-
NOV-2010-DV-0129
NOV-2010-DV-0161
Yes No
No Yes
No Yes
No Yes
No Yes
No Yes
No Yes
No No Yes
No No Yes
No No Yes
No No Yes
No No Yes
No No Yes
No No Yes
Yes No
No No Yes
No No Yes
No No No
Yes No No
No No Yes

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Je Failuc Power Cation Ecuse: Roe Natu::: Vandalism

ti+
NNAT,
Michael F. Easley
Governor
William G. Ross, Jr.,Secretary
-71 North Carolina Department of Environment and Natural Resources
Gregory J Thorpe,PhD.,Acting Director
Division of Water Quality
October 15, 2001
Jon C. Dyer, P.E.
Public Works Director
Union County Public Works
400 North Church Street
Monroe, North Carolina 28112-4804
Subject: Non -Discharge Facility Inspection
Sewer Collection System
Union County Public Works
Union County, North Carolina
Dear Mr. Dyer:
This letter transmits a copy of the inspection report covering the inspection conducted on September 25, 2001
by Mr. Don Price of this office. Mr. Price was accompanied by Mr. David H. Fox, Sewer Collection System ORC
for Union County Public Works.
Generally the inspection revealed that the sewer collection system is being properly operated and maintained.
However, there were some deficiencies noted that are set forth under "Additional Comments" in the attached
inspection report.
The County needs to take action to correct the noted deficiencies. It is requested that you respond to this matter
in writing by no later than November 2, 2001, indicating actions taken to correct the deficiencies. Please address
your response to Mr. Price. A copy of the relevant permit shell and excerpts from the regulation applicable to
collection system permitting are attached for your review.
If you have questions regarding this matter, please contact Mr. Price or me at [phone].
Sincerely,
I ,
D. Rex Gleason, P.E.
Water Quality Regional Supervisor
Attachments
cc: Union County Department of Environmental Health
Non -Discharge Compliance/Enforcement Unit
David H. Fox, Union County Sewer Collection System ORC
DP
NCDENR
Customer Service
1 800 623-7748
Mooresville Regional Office, 919 North Main Street, Mooresville, NC 28115 PHONE [phone]
FAX [phone]

NON -DISCHARGE COMPLIANCE INSPECTION
GENERAL INFORMATION
City/Town/Owner:Union County
Permittee Contact: Jon Dyer. P.E.
ORC Name:David H. Fox
24 hr Contact Name:David H. Fox
Permit No. NPDES: *
Issuance Date: *
Expiration Date:
If applicable, SOC Issuance Date:N/A
County:Union
Telephone No.:[phone]
Telephone No.:[phone]
Telephone No.:[phone]
WQ Permit No.: **
Issuance Date:
Expiration Date: **
Expiration Date:N/A
Reason for Inspection
X ROUTINE COMPLAINT FOLLOW-UP OTHER
Type of inspection
X Collection System Spray Irrigation Sludge Other
Inspection Summary: (additional comments may be included on attached pages)
*The Union County Sewer Collection System is served by 7NPDES permitted facilities that
include the following :
- Twelve Mile Creek WWTP, NPDES Permit NC0085359, issued 05/01/96, expires 04/30/01.
Permit renewal has been applied for.
- Crooked Creek WWTP, NPDES Permit NC0069841, issued 04/01/00, expires 01/31/01.
Permit renewal has been applied for.
-Hunley Creek WWTP, NPDES Permit NC0072508, issued 04/01/01, expires 10/31/03.
- Tallwood WWTP, NPDES Permit NC0069523, issued 01/01/01, expires 10/31/03.
- Grassy Branch WWTP, NPDES Permit NC0085812, issued 11/01/96, expires 10/31/01.
Permit renewal has been applied for.
- Olde Sycamore WWT Spray Irrigation System, NPDES Permit WQ0011928, issued 07/27/97,
expires 03/31/01. Permit renewal has been applied for.
** The Sewer Collection System Permit number is WOCS000S4. Issuance and expiration
dates are yet to be determined.
File review and site visit indicate the pump stations and associated sewer collection system are
being properly operated and maintained Due to the high number of pump stations, the
county should investigate installing telemetry at all pump stations.
Is a follow-up inspection necessary yes X no
Inspector(s) Name(s)/Title(s) Donald R. Price / Environmental Tech. V
Telephone No.: [phone] Fax No.[phone]
Date of Inspection: September 25.2001

Permittee : Union County Public Works
Facility : Union County Pubic Works currently owns and operates 68
pump stations. The following 12 pump stations were inspected
on September 25, 2001: the Funderburk Rd. pump station, the
Industrial Ventures pump station, the Brayfield pump station,
the Lake Park pump station, the Hawfield Lane pump station,
the Howie Mines grinder pump station #17, the Howie Mines
grinder pump station #19, the Howie Mines grinder pump
station #23, the Wysacky pump station #2, East Side pump
station #1, East Side pump station #2, and East Side pump
station #3.
Facility Location :
The Funderburk Rd. pump station is located off of
Funderburk Rd., the Industrial Ventures pump station is
located at 2844 Grey Fox Rd., the Brayfield pump station is
located at the end of Nuthatch Drive, the Lake Park pump
station is located at 7709 Conifer Circle, the Hawfield Lane
pump station is located at the end of Hawfield Lane, the Howie
Mines grinder pump stations #17, #19, and #23 are located
along SR 1323 in Waxhaw, the Wysacky pump station #2 is
located behind the residence at 115 Essaw Rd., the East Side
pump station #1 is located at 3826 Monroe-Ansonville Rd., the
East Side pump station #2 is located at 1409 Hwy. 205, the East
Side pump station #3 is located at 4720 Monroe-Ansonville Rd.
Collection System File Review
1. Does DWQ Database indicate repetitive overflows at any point? Yes No N/A❑
If yes, is there a corrective action plan? Yes® No❑ N/A❑
2. Do records include a map of the collection system? Yes No❑ N/A❑
3. Are there records of annual visual inspections of all lines not visible from
normal public access? YesZ No❑ N/A❑
Regular visual inspections of high priority areas? YesZ No N/A❑
4. Do records indicate that right of ways are maintained to allow access? Yes® No N/A❑
5. Are there areas of regular or scheduled cleaning? Yes® No N/A❑
6. Is there a spare parts inventory and list of contractors? Yes 0 No❑ N/A❑
7. Is the spare parts inventory adequate? Yes No N/A❑
8. Are maintenance logs up-to-date and include inspections, tests, maintenance? Yes® No❑ N/A❑

Union County Public Works
Sewer Collection System
September 25, 2001
9. Is there a trouble log of all problems that include the following information? YesNo N/A❑
Overflows locations, who responded time/date, action taken, cause of
problem/overflow, and how the problem was resolved.
10. Does the Town have a Sewer Use Ordinance? Yes® No❑ N/A❑*
Does it appear the SUO is enforced? Yes® No❑ N/A❑
11. Does the system have any known points of bypass?
If yes, describe type of bypass and location.
12. Do records log pumpstation telemetry/SCADA notifications?
Yes❑ No N/A❑
Yes❑ No❑ N/A®
Yes /i No❑ N/A❑
ADDITIONAL COMMENTS RELATIVE TO ITEMS OF COLLECTION SYSTEM FILE REVIEW:
Item No. 10- The county has a Sewer Use Ordinance. The current ordinance should be updated to address the
public education program for fats, oil, and grease that will be required by the collection system permit.
Gravity Sewers
Manholes:
1. Are manholes accessible? Yes® No❑ N/A❑
2. Are manhole covers above grade? Yes® Non N/A❑
Visible signs of overflow? Yes❑ No A. N/A❑
Sinkholes or depressions? Yes❑ No N/A❑
3. Are manhole covers missing or improperly seated? Yes❑ No Ei N/A El
4. Are manholes in need of repair? Yes No N/A❑
Due to normal wear and tear? Yes❑ No❑ N/A®
Due to vandalism? Yes❑ No❑ N/A®
5. Are inverts in need of repair? Yes❑ No N/A❑
6. Is there evidence of collection system deterioration? Yes❑ No N/A❑
7. Is flow visibly restricted in pipe or manhole? Yes❑ No N/A❑
8. Is there an excessive amount of grease? Yes❑ No N/A❑
Roots? Yes❑ No N/A❑
Sand? Yes No N/A❑
9. Is there evidence of submergence of vents? Yes❑ No N/A❑
10. Are bypass structures or pipes visible in manhole? Yes❑ No iI N/A❑

Union County Public Works
Sewer Collection System
September 25, 2001
Lines/Right-of-Ways:
1. Are easement, right-of-ways, in need of mowing or clearing? Yes No N/A❑
2. Are sink holes or depressions observed above line? Yes❑ No►1 N/A❑
3. Is there evidence of leakage or seepage from the line? Yes❑ No N/A❑
4. Are there areas of exposed line? Yes Non N/A❑
Are exposed lines constructed of piping other than ductile iron or comparable? Yes❑ No N/A❑
5. Are stream/ditch crossings and aerial supports in need of repair? Yes No N/A❑
6. Are right-of-ways being used for roads? Yes No N/A❑
7. Do lines show evidence or history of damage? Yes❑ No N/A❑
ADDITIONAL COMMENTS RELATIVE TO ITEMS OF COLLECTION SYSTEM GRAVITY SEWERS
REVIEW :
None.
Pump Stations/Siphons
1. Are any pump station/siphon sites difficult to access? Yes No N/A❑
2. Does general housekeeping need improvement? Yes No N/A❑
3. Are there any missing pumps? Yes No N/AD
4. Do wet wells/siphons have accumulations of debris that could potentially
affect the operation of the unit? Yes❑ No i1 N/A❑
5. Does the first manhole up line from the pump station or siphon show signs
of backup, overflow, debris originating from the line? Yes❑ No N/A❑
6. Are there any floats/controls for pumps, alarms or alternators that does
not work? Yes No N/A❑
7. Did high water alarms fail to work when tested? Yes❑ No N/A❑
8. Did ORC fail to produce maintenance log? Yes❑ NoL N/A❑
9. Is telemetry/SCADA present? Yes❑ No N/A❑*
Operable? Yes /1 No N/A❑

vf-
Union County Public Works
Sewer Collection System
September 25, 2001
10. Are backflow devices in place and operable? Yes No N/A❑
11. Where necessary are air relief valves present and operable?
Yes ►i No❑ N/A❑
12. Are standby generators present? Yes No❑ N/A❑
Operable? Yes® No N/A❑
Is fuel tank full? Yes No❑ N/A❑
13. Is there a 24 hr notification sign?
14. Is public access limited? Yes®
15. Is there any bypass mechanism present? Yes❑
16. Any signs of overflow at the station/siphon? Yes❑
Yes ►. No❑ N/A❑
No N/A❑
No N/A❑
No N/A❑
17. Is there chemical addition present? Yes® No❑ N/A❑
® Odor control
❑ pH control
® Other, explain a degreaser is used to prevent grease build-up in the sewage collection system.
ADDITIONAL COMMENTS RELATIVE TO ITEMS OF COLLECTION SYSTEM PUMP STATION/SIPHON
REVIEW :
Item No.9- All pump stations in the system are not equipped with telemetry. Due to the large number of pump
stations, 68, it is recommended that all pump stations be equipped with telemetry to allow for improved emergency
notification.
e76 - ,me ott-47

Michael F. Easley. Govemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E. Director
Division of Water Quality
June 30, 2005
Ms. Christie Putnam
Interim Director
Union County Public Works
400 N. Church Street
P. O. Box 697
Monroe, NC 28112
Subject: Non -Discharge Compliance Inspection
Wastewater Collection System
Permit No. WQCS00054
Union County
Dear Ms. Putnam:
Enclosed is a copy of the Collection System Inspection Report for the inspection
conducted on January 5, 2005 by Jeff Poupart of the Division of Water Quality (DWQ) Non -
Discharge Branch, Raleigh, and Ms. Barbara Sifford with this office. Representatives for Union
County were Mr. Mark Tye, Mr. Jeff Carpenter and Mr. Josh Brooks. Ms. Sifford completed the
inspection on April 21, 2005 and was accompanied by Mr. Carpenter and Mr. Brooks of Union
County Public Works. Please inform the facility's Operator -in Responsible Charge (ORC) of
these findings by forwarding a copy oftheenclosed report. Please note that the sections
completed on the report pertain only to the areas that were inspected.
The collectionsystem for Union County consists of approximately 440 miles of sewer
line and sixty-eight pump stations. The system conveys wastewater to six WWTP'.s for
treatment.
Generally, the inspection revealed that the County's collection system is being properly
operated and maintained. A copy of DENR's reporting and record keeping requirements for a
collection system was given to Mr. Tye for guidance. Please be aware that all records pertinent
to the collection system must to be maintained for three years.
Performance -Standards
The Union County Public Works Department is currently working on an updated Sewer
Use Ordinance toregulate commercial establishments on the system. The Capitol Improvement
Plan (CIP) covers the projected needs of the collection system for the minimum three-year
requirement.
Inspections
Inspections conducted by UCPW are documented according to permit requirements.
N. C. Division of Water Quality, Mooresville Regional Office, 610 E Center Ave., Suite 301, Mooresville NC 28115 [phone] Customer Service
1-877-623-6748

Page 2
June 30, 2005
Ms. Putnam
Operations and Maintenance
The Compliance Evaluation Inspection report lists the information that must be
kept for a period of three years for pump stations, emergency generators, cleaning, and
right of way maintenance; and be made available for review during inspections by DWQ.
Pump Stations
Eight pump stations were inspected and are listed in the Compliance Evaluation
Inspection report. It is recommended that a schedule for testing the audible and visual
alarms be established, and that the communication systems be checked forreliabilityand
documented on the log sheets. General housekeeping was acceptable at the stations. All
required pumps were present and operable. A quick connect for the portable generator
was available at each station not having a permanent on -site standby generator. Please
submit.a copy of the pump station daily records for the three Eastside Stations #1, #2, #3
for the period January 2005 thru June 2005, indicating daily flows and pump run times.
Records
Records of spills and complaints were maintained and available for review. All
public notices for spills were documented as required. A map of the system was
available and is being entered into a computer database. A review of the spill data base
revealed numerous and repetitiveareas of sanitary sewer overflows (SSOs) from January
1, 2003 to June 1, 2005, occurring during rain events. These are in the Eastside
collection basin and the Twelve -Mile Creek collection basin. Plans to eliminate these
overflow areas needto be submitted with your response to this letter. All SSOs occurring
because of infiltration and inflow not related to a severe weather occurrence yvi e
considered a violation ofNCGS 143-215.1(a)(1).
Manholes
Manholes inspected are listed in the Compliance Evaluation Inspection report. In
general the manholes were in good condition with no visible signs of sinkholes or
depressions; and there were no bypass structures or pipes. There was evidence of
overflow from the manhole behind the Twelve Mile Creek WWTP influent pump station.
Also the flow in these lines did not appear to be free flowing and unrestricted.

Page 3
June 30, 2005
Ms. Putnam
Monitoring and Reporting
An annual report of the collection system was available and has been submitted as
required. Spills are reported as required per the 24-hour verbal notification, and the 5-
day:spill ,reports are entered into the States' BIMS system by Union County personnel.
Records of non -reportable spills are maintained as required. Press releases and Public
Notice records for spills.are maintained as required.
Lines / Right -of -Ways/ Aerial Lines
All lines and right of ways that were visited were accessible, free of sinkholes,
and showed no evidence of leakage. Documentation of the mowing and line cleaning
needs to be maintained for three years.
It is requested that a written response be submitted to this office by July 30, 2005,
addressing the items noted. above. Your comments should be directed to the attention of
Ms. Sifford.
If you have any questions concerning this inspection report or noted comments,
please, do not hesitate to contact Ms. Sifford or me at [phone].
Sincerely,
D. Rex Gleason, PE
Surface Water Protection
Regional Supervisor
Enclosure
Cc: Union County Health Department
PERCS Raleigh
BS

Permit: WQCS00054 Owner - Facility: Union County
Inspection Date: 04/21/2005
Inspection Type: Compliance Evaluation Reason for Visit: Routine
Are maintenance records for sewer lines available? ® ❑ ❑ ❑
Are records available that document pump station inspections? 1 ❑ ❑ ❑
Are SCADA or telemetry equipped pump stations inspected at least once a week? ® ❑ ❑ ❑
Are non-SCADA/telemetry equipped pump stations inspected every day? - 11000
Are records available that document citizen complaints? ® ❑ ❑ ❑
Are records available that document an annual observation of entire system? ® ❑ ❑ ❑
Has there been an observation of entire system in the last year? •❑ ❑ ❑
Are records available that document inspections of high -priority lines? 0 0 0 •
Has there been visual inspections of high -priority lines in last 6 months? 0 0 0 1
Comment:
Operation & Maintenance Regttirement5, Yes No NA NF
Are all log books available? • 0 0 -❑
Does supervisor review all log books on a regular basis? 11000
Does the supervisor have plans to address documented short-term problem areas? ® 0 .❑ 0
What is the schedule for reviewing inspection, maintenance, .& operations logs and problem areas? The field supervisor
reviews the logs weekly.
Is a schedule maintained for testing emergency/standby equipment? 11000
Are maintenance records for equipment available? 11000
If no, provide schedule for compliance
What is the scedule for testing emergency/standby equipment? Weekly
Do pump station logs include:
Inside and outside cleaning and debris removal? ® ❑ ❑ ❑
Inspecting and exercising all valves? 111000
Inspecting and lubricating pumps and other equipment? 0 0 1 0
Inspecting alarms, telemetry and auxiliary equipment? 1 ❑ ❑ ❑
If no, provide schedule for compliance
Is there at least one spare pump for each pump station w/o pump reliability? 11000
If no, provide schedule for compliance
Are maintenance records for right-of-ways available? 111000
Are right-of-ways currently accessible in the event of an emergency? 11000
If no, provide schedule for compliance
Are system cleaning records available? 1 ❑ ❑ ❑
Has at least 10% of system been cleaned annually? 11000
If no, provide schedule for compliance
What areas are scheduled for cleaning in the next 12 months? Union County is developing a computer generated
cleaning schedule for the collection system. The computer system will prioritize problem areas for cleaning and routine
. system wide cleaning.
Is a Spill Response Action Plan available? 11000
Does the plan include:
24-hour contact numbers ® ❑ ❑ ❑
Response time 11000
Equipment list and spare parts inventory ® 0 0 0
Access to cleaning equipment 111000
Page: 3

Owner - Facility: Union County
Permit: WQCS00054
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Access to construction crews, contractors, and/or engineers
Source of emergency funds
Site sanitation and cleanup materials
Post-overflow/spill assessment
Is a Spill Response Action Plan available for all personnel?
Is the spare parts inventory adequate?
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Are pump station Togs available?
Is it accessible in all weather conditions?
Is general housekeeping acceptable?
Are all pumps present?
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Is "auto polling" feature/SCADA present?
Is "auto polling" feature/SCADA operational?
Is simple telemetry present?
Is simple telemetry operational?
Are audio and visual alarms present?
Are audio and visual alarms operable?
Is the Pump station inspected as required?
Is an emergency generator available?
Are backflow devices in place?
Are backflow devices operable?
Are air relief valves in place?
Are air relief valves operable?
Is an emergency generator available?
Can the emergency generator run the pumps?
Is the pump station equipped for quick hook-up?
-Is the generator operable?
Is the fuel tank full?
Is the generator inspected according to their schedule?
Is a 24-hour notification sign posted?
Does it include:
Instructions for notification?
Pump station identifier?

Owner - Facility: Union County
Penult: WQCS00054
Reason for Visit: Routine
Inspection Type: Compliance Evaluation
Inspection Date: 04/21/2005
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Emergency phone number
Is public access limited?
Is pump station free of overflow piping?
Is the pump station free of signs of overflow?
Are run times comparable for multiple pumps?
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Pump station type
Are pump station logs available?
Is it accessible in all weather conditions?
Is generalhousekeeping acceptable?
;Are all pumps present?
Are all pumps operable?
Are wet well/siphons free of excessive debris?
Are upstream manholes free of excessive debris/signs of overflow?
Are floats/controls for pumps/alarms operable?
Is "auto polling" feature/SCADA present?
Is "auto polling" feature/SCADA operational?
Is simple telemetry present?
Is simple telemetry operational?
Are audio and visual alarms present?
Are audio and visual alarms operable?
Is the -Pump station inspected as required?
Is an emergency generator available?
Are backflow devices in place?
Are backflow devices operable?
Are air relief valves in place?
Are air relief valves operable?
Is an emergency generator available?
Can the emergency generator run the pumps?
Is the pump station equipped for quick hook-up?
Is the generator operable?
Is the fuel tank full?
Is the generator inspected according to their schedule?
Is a 24-hour notification sign posted?
Does it include:
Instructions for notification?
Pump station identifier?
Emergency phone number
Is public access limited?
Is pump station free of overflow piping?

Owner- Facility: Union County
Permit: WQCS00054
Inspection Type: Compliance Evaluation
Inspection Date: 04/21/2005
Is the pump station free of signs of overflow?
Are run times comparable for multiple pumps?
EASTSIDE #3
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Pump station type
Are pump station logs available?
Is it accessible in all weather conditions?
Is general housekeeping acceptable?
Are all pumps present?
Are all pumps operable?
Are wet well/siphons free of excessive debris?
Are upstream manholes free of excessive debris/signs of overflow?
Are floats/controls for pumps/alarms operable?
Is "auto polling" feature/SCADA present?
Is "auto polling" feature/SCADA operational?
Is simple telemetry present?
Is simple telemetry operational?
Are audioand visual alarms present?
Are audio and visual alarms operable?
Is the Pump station inspected as required?
Is an emergency generator available?
Are backflow devices in place?
Are backflow devices operable?
Are air -relief valves in place?
Are air relief valves operable?
Is an emergency generator available?
Can the emergency generator run the pumps?
Is the pump station equipped for quick hook-up?
Is the generator operable?
Is the fuel tank full?
Is the generator inspected according to their schedule?
Is a 24-hour notification sign posted?
Does it include:
Instructions for notification?
Pump station identifier?
Emergency phone number
Is public access limited?
Is pump station free of overflow piping?
Is the pump station free of signs of overflow?
Are run times comparable for multiple pumps?

Owner - Facility: Union County
Permit: WQCS00054
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Inspection Date: 04/21/2005
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Pump station type
Are pump station logs available?
Is it accessible in all weather conditions?
Is general housekeeping acceptable?
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Is "auto polling" feature/SCADA present?
Is "auto polling" feature/SCADA operational?
Is simple telemetry present?
Is simple telemetry operational?
Are audio and visual alarms present?
Are audio and visual alarms operable?
Is the Pump station inspected as required?
Is an emergency generator available?
Are backflow devices in place?
Are backflow devices operable?
Are air relief valves in place?
Are air relief valves operable?
Is an emergency generator available?
Can the emergency generator run the pumps?
Is the pump station equipped for quick hook-up?
Is the generator operable?
Is the fuel tank full?
Is the generator inspected according to their schedule?
Is a 24-hour notification sign posted?
Does it include:
Instructions for notification?
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Is pump station free of overflow piping?
Is the pump station free of signs of overflow?
Are run times comparable for multiple pumps?
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Pump station type

Owner - Facility: Union County
Permit: WQCS00054
2
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Inspection Type: Compliance Evaluation
Inspection Date: 04/21/2005
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Are pump station logs available?
Is it accessible in all weather conditions?
Is general housekeeping acceptable?
Are all pumps present?
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Is "auto polling" feature/SCADA present?
Is "auto polling" feature/SCADA operational?
Is simple telemetry present?
Is simple telemetry operational?
Are audio and visual alarms present?
Are audio and visual alarms operable?
Is the Pump station inspected as required?
Is an emergency generator available?
Are backflow devices in place?
Are backflow devices operable?
Are air relief valves in place?
Are air relief valves operable?
Is an emergency generator available?
Can the emergency generator run the pumps?
Is the pump station equipped for quick hook-up?
Is the generator operable?
Is the fuel tank full?
Is the generator inspected according to their schedule?
Is a 24-hour notification sign posted?
Does it include:
Instructions for notification?
Pump station identifier?
Emergency phone number
Is public access limited?
Is pump station free of overflow piping?
Is the pump station free of signs of overflow?
Are run times comparable for multiple pumps?
DRAYTON HALL
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Pump station type
Are pump station logs available?
Is it accessible in all weather conditions?
Is general housekeeping acceptable?

Owner - Facility: Union County
Permit: WQCS00054
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Inspection Date: 04/21/2005
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Is "auto polling" featurelSCADA present?
Is "auto polling" feature/SCADA operational?
Is simple telemetry present?
Is simple telemetry operational?
Are audio and visual alarms present?
Are audio and visual alarms operable?
Is the Pump station inspected as required?
Is an emergency generator available?
Are backflow devices in place?
Are backflow devices operable?
Are air relief valves in place?
Are air relief valves operable?
Is an emergency generator available?
Can the emergency generator run the pumps?
Is the pump station equipped for quick hook-up?
Is the generator operable?
Is the fuel tank full?
Is the generator inspected according to their schedule?
Is a.24-hour notification sign posted?
Does it include:
Instructions for notification?
Pump station identifier?
Emergency phone number
Is public access limited?
Is pump station free of overflow piping?
Is the pump station free of signs of overflow?
Are run times comparable for multiple pumps?
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Pump station type
Are pump station logs available?
Is it accessible in all weather conditions?
Is general housekeeping acceptable?
Are all pumps present?
Are at pumps operable?
Are wet well/siphons free of excessive debris?

Owner - Facility: Union County
Permit: WQCS00054
Inspection Type: Compliance Evaluation
Inspection Date: 04/21/2005
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Are upstream manholes free of excessive debris/signs of overflow?
Are floats/controls for pumps/alarms operable?
Is "auto polling" feature/SCADA present?
Is "auto polling" feature/SCADA operational?
Is simple telemetry present?
Is simple telemetry operational?
Are audio and visual alarms present?
Are audio and visual alarms operable?
Is the Pump station inspected as required?
Is an emergency generator available?
Are backflow devices operable?
Are air relief valves in place?
Are air relief valves operable?
Is an emergency generator available?
Can the emergency generator run the pumps?
Is the pump station equipped for quick hook-up?
Is the generator operable?
Is the fuel tank full?
Is the generator inspected according to their schedule?
Is a 24-hour notification sign posted?
Does it include:
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Instructions for notification?
Pump station identifier?
Emergency phone number
Is public access limited?
Is pump station free of overflow piping?
Is the pump station free of signs of overflow?
Are run times comparable for multiple pumps?
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Are pump station logs available?
Is it accessible in all weather conditions?
Is general housekeeping acceptable?
Are all pumps present?
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Inspection Date: 04/21/2005
Is "auto polling" feature/SCADA operational?
Is simple telemetry present?
Is simple telemetry operational?
Are audio and visual alarms present?
Are audio and visual alarms operable?
Is the Pump station inspected as required?
Is an emergency generator available?
Are backflow devices in place?
Are backflow devices operable?
Are air relief valves in place?
Are air relief valves operable?
Is an emergency generator available?
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Is the generator operable?
Is the fuel tank full?
Is the generator inspected according to their schedule?
Is a 24-hour notification sign posted?
Does it include:
Instructions for notification?
Pump station identifier?
Emergency phone number
Is public access limited?
Is pump station free of overflow piping?
Is the pump station free of signs of overflow?
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Are records of SSOs that are under the reportable threshold available?
If no, provide schedule for compliance
Do spill records indicate repeated overflows (2 or more in 12 months) at same location?
If yes, is there a corrective action plan?
Is a map of the system available?
Does the map include:
Pipe materials
0
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Flow direction
Approximate pipe age
Number of service taps

Owner - Facility: Union County
3
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Reason for Visit: Routine
Inspection Type: Compliance Evaluation
Inspection Date: 04/21/2005
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If no, what percent is complete?
List any modifications and extensions that need to be added to the map
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Owner- Facility: Union County
Permit: WQCS00054
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Inspection Date: 04/21/2005
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s manhole accessible?
s manhole cover/vent above grade?
s the manhole free of visible signs of overflow?
s the manhole free of sinkholes and depressions?
s manhole cover present?
s manhole properly seated?
s manhole in good condition?
s invert in good condition?
s line free -flowing and unrestricted in manhole?
s manhole free of excessive amounts of grease?
s manhole free of excessive roots?
s manhole free of excessive sand?
s manhole's extended vent screened?
Are vents free of submergence?
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s manhole accessible?
s manhole cover/vent above grade?
s the manhole free of visible signs of overflow?
s the manhole free of sinkholes and depressions?
s manhole cover present?
s manhole properly seated?
s manhole in good condition?
s invert in good condition?
s line free -flowing and unrestricted in manhole?
s manhole free of excessive amounts of grease?
s manhole free of excessive roots?
s manhole free of excessive sand?
s manhole's extended vent screened?
Are vents free of submergence?
MCINTYRE ROAD
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s manhole accessible?
s manhole cover/vent above grade?
s the manhole free of visible signs of overflow?
s the manhole free of sinkholes and depressions?
s manhole cover present?
s manhole properly seated?
s manhole in good condition?

}
Owner- Facility: Union County
Permit: WQCS00054
Reason for Visit: Routine
Inspection Type: Compliance Evaluation
Inspection Date: 04/21/2005
ININNININO
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s invert in good condition?
s line free -flowing and unrestricted in manhole?
s manhole free of excessive amounts of grease?
s manhole free of excessive roots?
s manhole free of excessive sand?
s manhole's extended vent screened?
Are vents free of submergence?
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s manhole accessible?
s manhole cover/vent above grade?
s the manhole free of visible signs of overflow?
s the manhole free of sinkholes and depressions?
s manhole cover present?
s manhole properly seated?
s manhole in good condition?
s invert in good condition?
s line free -flowing and unrestricted in manhole?
s manhole free of excessive amounts of grease?
s manhole free of excessive roots?
s manhole free of excessive sand?
s manhole's extended vent screened?
Are vents free of submergence?
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s the manhole free of visible signs of overflow?
s the manhole free of sinkholes and depressions?
s manhole cover present?
s manhole properly seated?
s manhole in good condition?
s invert in good condition?
s line free -flowing and unrestricted in manhole?
s manhole free of excessive amounts of grease?
s manhole free of excessive roots?
s manhole free of excessive sand?
s manhole's extended vent screened?
Are vents free of submergence?

Owner "Facility: Union County
Reason for Visit: Routine
Inspection Type: Compliance Evaluation
Inspection Date: 04/21/2005
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s manhole accessible?
s manhole cover/vent above grade?
s the manhole free of visible signs of overflow?
s the manhole free of sinkholes and depressions?
s manhole cover present?
s manhole properly seated?
s manhole in good condition?
s invert in good condition?
s line free -flowing and unrestricted in manhole?
s manhole free of excessive amounts of grease?
s manhole free of excessive roots?
s manhole free of excessive sand?
s manhole's extended vent screened?
Are vents free of submergence?
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Is manhole accessible?
Is manhole cover/vent above grade?
Is the manhole free of visible signs of overflow?
Is the manhole free of sinkholes and depressions?

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Are public notices and proof of publication available?
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Inspection Type: Compliance Evaluation

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Michael F. Easley, Governor Pt
401 \-\ W ATFgQG
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
APE
Coleen H. Sullins, Director
Division of Water Quality
July 20, 2007
CERTIFIED MAIL / RETURN RECEIPT
Christie Putnam, Public Works Director
Union County
400 N. Church Street
Monroe, NC 28111
• Subject: Permit No. WQCS00054
Union County
Union County Collection System
Dear Ms. Putnam:
In accordance with your application received on July 16, 2001, as well as the additional information
received in 2001, 2003, 2005 and 2006 through compliance inspections, meetings and discussions, we
are forwarding herewith Permit No.WQCS00054, dated July 20, 2007, to Union County for the operation
and maintenance of the subject wastewater collection system.
This permit shall be effective from the July 20, 2007 until June 30, 2.011. This permit shall be subject to the
conditions and limitations specified herein. It is your responsibility to thoroughly review this permit. Please
pay particular attention to the monitoring and reporting requirements in this permit. Compliance
schedules requiring action and regional office notification are shown in bold. A summary of your
schedules are presented below:
Permit Condition.
Activity
Compliance Date
I., 4
Develop and implement educational FOG program
12 months
II., 7
Clear rights -of -way and easements
12 months
For purposes of permitting, the collection system is considered to be any existing or newly installed
system extension up to the wastewater treatment facility property or point of connection with a
separately owned sewer system. The collection system is considered all gravity lines, pump stations,
force mains, low pressure sewer systems, STEP systems, vacuum systems, etc. and associated piping,
valves and appurtenances that help to collect, manage and transport wastewater to a wastewater
treatment plant under the Permittee's ownership or maintained and operated by the Permittee through
a perpetual legal agreement. Satellite systems are systems tributary to the Permittee's collection system
but those collection systems are not owned or maintained by the Permittee. The system description
provided on Page 1 of this permit is meant to provide a general idea about the size of the system and
may not be all inclusive of the collection system at the time of permit issuance or afterward.
A release of wastewater from the wastewater collection system is referred to herein as a Sanitary Sewer
Overflow (SSO). The evaluation of enforcement options after a SSO will be determined considering the
criteria listed in condition 1(2)(a) and I(2)(b) of the permit and all other relevant information available or
requested of the Permittee. Compliance with all conditions of the permit as well as all statutes and
regulations pertaining to the collection system must be maintained or appropriate enforcement actions
may be taken as noted in Condition VI(2).
Nne
orthCarolina
Naturally
Pretreatment, Emergency Response and Collection Systems Unitlnternet http://h2o.enr.state.nc.us/ndpu
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] Fax [phone]
DENR Customer Service Center Telephone [phone]

Ms. Christine Putnam
July 20, 207
Page 2
A reportable SSO is a SSO greater than 1,000 gallons to the ground or a SSO of any amount that reaches
surface water (including through ditches, storm drains, etc.) Below is the procedure to use for reporting
SSOs to the Division:
1. Report. by telephone to a Division of Water Quality staff member (not facsimile or voicemail) at
your regional DWQ officeduring regular business hours (Monday to Friday, 8AM to 5PM) as soon
as possible, but in:no case more than 24 hours after the SSO is known or discovered. To report
outside of regular business hours, call [phone].
2. Follow up the verbal report by sending a completed written report on the most current Division
approved form within five days.
To provide a uniform method for all systems covered under this permit and to provide useful and
consistent information pertaining to SSOs, a new spill reporting form has been developed (October
2003). Form CS-SSO consists of two parts. Part I serves to provide to the Division the required information
that has always been necessary. Part II serves as an area to provide a justification for the spill, as
optional under Condition 1(2) of your permit. Form CS-SSO can be downloaded from
http://h2o.enr.state.nc.us/percs from the Collection Systems area.
An NOV, civil penalty, and/or a moratorium on the addition of waste to the system may be issued if
adequate justification for an SSO is NOT submitted to the regional office. 'In order to submit a claim for
justification of an SSO, you must use the Form CS-SSO with additional documentation as necessary.
DWQ staff will review the justification claim and determine if enforcement action is appropriate. Please
be advised that the information needed to justify a spill is very comprehensive. Begin using this form
immediately to report SSOs from the collection system. Continue to use our old form for reporting
bypasses at the wastewater treatment plant until further notice. The time frame for submittal of both
Part! and Part II, if pertinent, is five days.
Failure to abide by the conditions in this permit may subject the Permittee to enforcement action. If any
parts, requirements-eHimttatiens-eenfeined-in--this permitare-unaeceptable;you-havethe-rightto
request an adjudicatory hearing upon written request within thirty days following the receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150E of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and binding.
If you have questions regarding compliance contact your regional office or Jeff Poupart of the
Pretreatment, Emergency Response and Collection Systems Unit of the. North Carolina Division of Water
Quality at [phone] extension 527. If you need additional information concerning this permit,
please contact Deborah Gore in the Pretreatment, Emergency Response and Collection Systems Unit at
[phone] extension 593.
Sincerely,
t Coleen H. Sullins
cc: Union County Health Department
Jeffrey Carpenter, ORC, Union County
Mooresville Regional Office, Surface Water Protection Section
Technical Assistance and Certification Unit
Water Quality Central Files
PERCS Files
PERMIT NUMBER WQCS00054

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
SYSTEM -WIDE WASTEWATER COLLECTION SYSTEM PERMIT
In accordance with the provisions of.Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Union County
Union County
FOR THE
operation and maintenance of a wastewater collection system consisting of, at the time of permit . CAS)
issuance, approximately 450 miles of gravity sewer, approximately 53 miles of force main, 60 duplex
pump stations, and all associated piping, valves, and appurtenances required to make a complete
and operational wastewater collection system to serve Union County and to receive wastewater from
any deemed permitted satellite communities and the tributary wastewater collection system serving the
Town of Marshville and Town of Wingate subject to their own individual collection system permit,
pursuant to the application received on July 16, 2001, and in conformity with the documents referenced
therein and other supporting data subsequently filed and approved by the Department of Environment
and Natural Resources and considered a part of this permit.
aol�.
This permit shall be effective from July 20, 2007 until June 30, 20 and shall be subject to the following
specified conditions and limitations:
I. PERFORMANCE STANDARDS
1. The sewage and wastewater collected by this system shall be treated in one of the following
North Carolina wastewater treatment facilities prior to being disposed into the receiving stream
or via spray irrigation as permitted. This collection system permit will be referenced upon renewal
or modification of your NPDES permit(s).
Twelve Mile Creek WWTP
NC0085359
Crooked Creek WWTP
NC0069841
Hunley Creek WWTP
NC0072508
Olde Sycamore WWTP
WQ0011298 (exp.)
Tallwood WWTP
NC0069523
Grassy Branch WWTP
NC0085812
City of Monroe WWTP
NC0024333 _.-
Charlotte -Mecklenburg McAlpine Creek WWTP
NC0024970 —
PERMIT NUMBER WQCS00054

. . The wastewater collection system shall be effectively managed, maintained and operated at all
times so that there is no discharge to land or surface waters, nor any contamination of
groundwater. Discharges from the wastewater collection system are referred to herein as
Sanitary Sewer Overflows. (SSOs) _ In the event that the wastewater collection system fails to
perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take
immediate correcfive:actions, including actions that may be: required by the Division of Water •
• Quality (Division), such_ as the construction of additional or replacement sewer lines and/or..,.
equipment.
•• The Director may.:take enforcement action against the Permittee for SSOs that must be reported
to the Division as stipulated in Condition IV(2) unless the Permittee demonstrates through
properly signed, contemporaneous operating logs, or other relevant evidence that the SSO was
caused by severe natural conditions; there were no feasible alternatives to the SSO, such as the
use of auxiliary treatment facilities, retention of untreated wastewater, reduction of inflow and
infiltration, use of adequate back-up equipment, or an increase in the capacity of the system.
This provision is not satisfied if, in the exercise of reasonable engineering judgment, the Permittee
should have installed auxiliary or additional collection system components, wastewater retention
or treatment facilities, adequate back-up equipment or should have reduced inflow and
infiltration.
In addition the Permittee may establish an affirmative defense to any action brought for an SSO
if the Permittee demonstrates through proper y signe , contemporaneous p�eous operating logs, or
other relevant evidence the cause of the SSO and that the SSO was exceptional, unintentional,
temporary and caused by factors beyond the reasonable control of the Permittee; the SSO
could not have been prevented by the exercise of reasonable control, such as proper
management, of5eration and maintenance; adequate treatment facilities or collection system
facilities or components (e.g., adequately enlarging treatment or collection facilities to
accommodate growth or adequately controlling and preventing infiltration and inflow);
preventive maintenance; or installations of adequate back-up equipment; and the Permittee
took all reasonable steps to stop, and mitigate the impact of, the discharge as soon as possible.
Where the_P_ermittee believes that SSO meets the criteria of either of the preceding paragraphs,
the Permittee shall so inform the Division Regional Office and submit written justification for its
position. The Permittee may make this submittal together with the report required by Condition
IV(2) (i.e., within five working days), but in all instances must make the submittal to the
appropriate Division Regional Office within 10 business days (i.e., Monday through Friday,
excluding State holidays) of the date of the SSO in order to be considered far immunity from,
enforcement action or eligil e-affirmativ use.. The Permittee has the burden of
proof that one of the above conditions has been met.
3. The Permittee shall establish by ordinance its legal authority to require that new sewers within its
jurisdiction be properly constructed; to ensure proper inspection and testing of sewer mains and
service laterals; to address flows from satellite systems and to take enforcement action as
required by Condition 1(4).
2 PERMIT NUMBER WQCS00054

4. .The Permittee. shall develop and implement an educational fats, oils and grease program that
shall include at least bi-annual distribution of educational material targeted at both residential
and non-residential users. The Permittee shall also develop and implement an enforceable fats,
oils and grease program for non-residential users under which the Permittee can take
enforcement against users who have not properly installed, operated and maintained grease
traps or grease interceptors as directed or otherwise violated the terms of the local ordinance
pertaining to fats, oils and grease.
The Permitteeshall develop and implement an inspection andenforcement program for fats, oils
:and_grease within:l2,months of permit issuance. A copy of the program materials shall be
provided to the Mooresville Regional Office, Surface Water Protection Section to show
compliance with this condition. This schedule does not include the educational component of
the program. Educational materials shall be distributed at least bi-annually, with increasing
frequency and targeted areas as grease related blockages are noted.
5. The Permittee shall adopt and implement a Capital Improvement Plan (CIP) to designate
funding for reinvestment into the wastewater collection system infrastructure. The CIP should
address the short-term needs and Tong -term "master plan" concepts. The CIP should typically
cover a three to five year period and include a goal statement, description of the project area,
description of the existing facilities, known deficiencies (over a reasonable period) and
forecasted future needs. Cost analysis is integral to the CIP.
6. Existing overflow piping from manholes and pump stations, excluding piping to approved
equalization structures, known or discovered after permit issuance shall be immediately
removed or permanently capped. Plugged emergency pumping connections are allowable for
portable pumping or rerouting without intentionally bypassing the wastewater treatment facility.
7. The Permittee shall maintain a contingency plan for pump failure at each pump station. If one
of the pumps in a pump station containing multiple pumps fails, the process of repairing or
replacing the pump shall be initiated immediately and the new parts or pump shall be installed
as soon as possible. If the pump in a simplex pump station fails, it shall be replaced immediately.
8. Each pump station shall be clearly and conspicuously posted with a pump station identifier and
an emergency contact telephone number at which an individual who can initiate or perform
emergency service for the wastewater collection system 24 hours per day, seven days per week
can be contacted. This emergency contact telephone number shall be coupled with
instructions that the emergency contact should be called if the visual alarm illuminates, if the
audible alarm sounds, or if an emergency is apparent.
Pump station sites, equipment and components shall have restricted access, per 15A NCAC 2T
.0305(h) (4).
10. Pump stations that do not employ an automatic polling feature (i.e. routine contact with pump
stations from a central location to check operational status of the communication system) shall
have both audible and visual high water alarms. The alarms shall be weather-proof and placed
in a dear and conspicuous location. Permits issued for the construction of pump stations that
included high water alarms in the description must maintain the alarms even if simple telemetry
(i.e. notification of an alarm condition initiated by the pump station control feature) is installed.
11. For all newly constructed, modified and rehabilitated pump stations, all equipment and
components located within the pump station shall be corrosion -resistant and components in
close proximity of the pump station shall be sealed within a corrosion -resistant coating or
encasement.
12. All construction and rehabilitation of the wastewater collection system (i.e., permitted or
deemed permitted) shall be scheduled to minimize the interruption of service by the existing
utilities. Construction and rehabilitation shall not result in the violation of Condition (I) (2) of this
permit.
3 PERMIT NUMBER WQCS00054

II. OPERATION AND MAINTENANCE REQUIREMENTS
1. Upon classification of the collection system by the Water Pollution Control System Operators
Certification Commission (WPCSOCC), the Permittee shall designate and employ a certified
operator to be in -responsible charge (ORC) and one or more certified operator(s)- tb'be back-up
ORC(s) of the facilities in accordance with 15A NCAC'8G .0201. The ORC shall visit the system
within 24 hours ,o.f knowledge. of a bypass, spill, or overflow..of wastewater from. the system,
visited by the BackUp ORC; and. shall comply with all other conditions of 15A NCAC 8G .0204.
2. The Permittee shall develop and adhere to a schedule for reviewing all inspection,
maintenance, operational and complaint logs. If the review process results in the identification
of any recurring problem in the wastewater collection "system, that cannot be resolved in a short
time period, the Permittee shall establish a plan for addressing the problem(s).
3. The Permittee shall develop and adhere to a schedule for testing emergency and standby
equipment.
4. The Permittee shall develop and implement a routine pump station inspection and maintenance
program, which shall include, but not be limited to, the following maintenance activities:
a. Cleaning and removing debris from the pump station structure, outside perimeter, and
wet well;
b. Inspecting and exercising all valves;
c. Inspecting and lubricating pumps and other mechanical equipment according to the
manufacturer's recommendations; and
d. Verifying the proper operation of the alarms, telemetry system and auxiliary equipment.
5. For each pump station without pump reliability (i.e. simplex pump stations serving more than a
single building or pump stations not capable of pumping at a rate of 2.5 times the average daily
flow rate with the largest pump out of service), at least one fully operational -spare pump.
capable of pumping peak flow shall be maintained on hand.
6. The Permittee shall maintain on hand at least two percent of the number of pumps installed, but
no less than two pumps, that discharge to a pressure sewer and serve a single building, unless
the Permittee has the ability to purchase and install a replacement pump within 24 hours of first
knowledge of the simplex pump failure or within the storage capacity provided in any sewer line
extension permit.
7. Rights -of -way and/or easements shall be properly maintained to allow accessibility to the
wastewater collection system unless the Permittee can demonstrate the ability to gain
temporary access in an emergency situation where existing land -use conditions do not allow the
establishment and maintenance of permanent access. In this case, the Permittee shall continue
to observe the lines visually, utilize remote inspection methods (e.g. CCTV) and use the
opportunity of drier conditions to perform further inspections and necessary maintenance.
The Permittee shall develop and implement a schedule for clearing rights -of -way and
easements such that all rights -of -way and easements shall be accessible within 12 months of the
effective date of this permit.
PERMIT NUMBER WQCS00054

8. The Permittee shall assess cleaning needs, and develop and implement a program for
appropriately cleaning, whether by hydraulic or mechanical methods, all sewer lines. At least 10
percent of the wastewatercollection system, selected at the discretion of the ORC, shall be
::..cleaned each year. Preventative cleaning is not requirecl:for sewer lines less than five years old
unless inspection otherwise reveals the need for cleaning or cleaning is required by a sewer line.
extension permit.
The Permittee is responsible for tracking the linear feet of sewer lines cleaned annually. Sewer
lines up to 12" diameter shall be counted by actual linear foot cleaned. Sewer lines greater than
12" shall be counted using the following formula: (diameter of pipe cleaned /12") * linear feet
cleaned.
9. Adequate- measures shall be taken to contain and properly dispose of materials associated with
SSOs. The Permittee shall maintain a Response Action Plan that addresses the following
minimum items:
a. Contact phone numbers for 24-hour response, including weekends and holidays;
b. Response time;
c. Equipment list and spare parts inventory;
d. Access to cleaning equipment;
e. Access to construction crews, contractors and/or engineers;
f. Source(s) of emergency funds;
g. Site sanitation and clean up materials; and
h. Post-SSO assessment.
10. The Permittee, or their authorized representative, shall conduct an on -site evaluation for all SSOs
as soon as possible, but no more than two hours after first knowledge of the SSO.
11. In the event of a SSO or blockage within the wastewater collection system, the Permittee shall
restore the system operation, remove visible solids and paper, sanitize any ground area and
restore the surroundings.
III. RECORDS
1. Records shall be maintained to document compliance with Conditions 1(4), II(2) - 11(4), 11(7) - 11(8),
IV(3) and V(1) -V(4). Records shall be kept on file for a minimum of three years.
2. The Permittee shall maintain adequate records pertaining to SSOs, and complaints for a
minimum of three years. These records shall include, but are not limited to, the following
information:
a. Date of SSO or complaint;
b. Volume of wastewater released as a result of the SSO and/or nature of complaint;
c. Location of the SSO and/or complaint;
d. Estimated duration of the SSO;
e. Individual from the Division who was informed about the SSO and/or complaint, when
applicable;
f. Final destination of the SSO;
g. Corrective actions;
h. Known environmental/human health impacts resulting from the SSO; and
i. How the SSO was discovered.
5 • PERMIT NUMBER WQCS00054

3. The Permittee shall maintain an up-to-date, accurate, comprehensive map of its wastewater
collection system that -also Notes the locations where other wastewater collection systems . . •
become -tributary. If a comprehensive map of the collection system has not: been established, a
rough sketch`shall be drawn. The Permittee shall map approximately 10 percent of its existing
collection system each year for the next ten years, or until complete, whichever is sooner. The
comprehensive map shall include, but is not limited to: pipe size, pipe material, pipe location,
flow direction, approximate pipe age, number of active service taps, and each pump station
identification, location and capacity.
4.. The Permittee shall maintain records of all of the modifications and extensions to the collection
system permitted herein. The Permittee shall maintain a copy of the construction record
drawings and specifications for modifications/extensions to the wastewater collection system for
the life of the modification/extension. Information concerning the extension shall be
incorporated into the map of the wastewater collection system within one year of the
Completion of construction. The system description contained within this permit shall be updated
to include this modification/extension information upon permit renewal.
IV. MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring (including, but not necessarily limited to, wastewater flow, groundwater, surface
water, soil or plant tissue analyses) deemed necessary by the Division to ensure surface water
and groundwater protection will be established, and an acceptable sampling and reporting
schedule shall be followed.
2. The Permittee shall verbally report to a Division of Water Quality staff member at the Mooresville
Regional Office, at telephone number 704-663-1699 as soon as possible, but in no case more
than 24 hours following the occurrence or first knowledge of the occurrence of either of the
following: .
a. Any SSO and/or spill over 1,000 gallons; or
b. Any SSO and/or spill, regardless of volume, that reaches surface water.
Voice mail messages or faxed information shall not be considered as the initial verbal report.
SSOs (and other types of spills) occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing Part 1 of
Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure
that the problem does not recur. Per Condition 1(2), Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control.
3. The Permittee shall meet the annual reporting and notification requirements provided in North
Carolina General Statute § 143-215.1 C:
V. INSPECTIONS
1. The Permittee or the Permittee's designee shall inspect the wastewater collection system
regularly to reduce the risk of malfunctions and deterioration, operator errors, and other issues
that may cause or lead to the release of wastes to the environment, threaten human health or
create nuisance conditions. The Permittee shall keep an inspection log or summary including, at
a minimum, the date and time of inspection, observations made, and any maintenance,
repairs, or corrective actions taken by the Permittee.
6 PERMIT NUMBER WQCS00054

:. waters, siphon, line positioned parallel to stream banks that are subject to eroding in such a
manner that may threaten the'sewer line, or line designated as high -priority in a permit) shall be
Performed at least once Fier eve six-month " eriod of time: A list of high -priority lines is,ry
presented as Attachment A and is hereby incorporated into this permit condition. New high
priority lines installed or identified after permit issuance are incorporated by reference and
subject to this permit condition until permit renewal where they shall be referenced in writing in
Attachment A.
VI. GENERAL CONDITIONS
1. This permit is not transferable. In the event that the Permittee desires to transfer ownership of the
wastewater collection system or there is a name change of the Permittee, a formal permit
modification request shall be submitted to the Division. The request shall be accompanied by
documentation from the parties involved, and other supporting materials as may be •
appropriate. Such request will be considered on its merits and may or may not be approved.
2 Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division in accordance with North Carolina General
Statute §143-215.6A through §143-215.6C, and a sewer moratorium may be established.
3. The issuance of this permit does not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(i.e., local, state, and federal) having jurisdiction, including but not limited to applicable river
buffer rules in 15A NCAC 2B .0200, soil erosion and sedimentation control requirements in 15A
NCAC Chapter 4 and under the Division's General Permit NCG010000, and any requirements
pertaining_to we#lands-under-15A-NGAB 0200-and-1-5-A-NeA-C-2 OS-00and all app icable
North Carolina Occupational Safety and Health Act health and safety standards.
4. The -issuance of this permit does not prohibit the Division from reopening and modifying the
permit, revoking and reissuing the permit or terminating the permit as allowed by the laws, rules,
and regulations contained in 15A NCAC Chapter 2T and North Carolina General Statute §143-215.I
et. al., or as needed to address changes in federal regulations with respect to the wastewater
collection system.
5 The Permittee shall pay the annual fee within thirty (30) days after being billed by the Division.
Failure to pay the fee accordingly may cause the Division to initiate action to revoke this permit
as specified by 15A NCAC 2T .0105(e) (3). .
6 The Permittee shall request renewal of this permit at least six months prior to the expiration of this
permit. Upon receipt of the request, the Commission will review the adequacy of the
wastewater collection system described therein, and if warranted, will extend the permit for a
period of time and under such conditions and limitations, as the Commission may deem
appropriate.
7. The Permittee shall notify the Division's Pretreatment, Emergency Response and Collection
Systems Unit in writing at 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 of any
changes to the name and/or address of the responsible party (i.e. mayor, city/town manager)
of the wastewater collection system.
Pump stations without Supervisory Control and Data Acquisition (SCADA) systems or telemetry
shall be inspected everyday (i.e. 365 days per year). Pump stations equipped with SCADA
systems or telemetry shall be inspected at least once per week.
3. A general observation of the entire collection system shall be performed throughout the course' • •
of every year.
4 . inspections of all {Mlrtih.fariori C,._Ii. (Le. 1 line; _..1_ . -'
cro§sing, line contacting surface-
7 PERMIT NUMBER WQCS00054

8. . Any duly authorized officer,. employee, or representative of the Division may, upon presentation
of credentials, enter and inspect any property, premises or place on or related to the collection
system at any reasonable time for the purpose of determining compliance with this permit, may
.. inspect.or copy_ any records that must be maintained under the terms and conditions of this,..
permit, and may obtain samples of wastewater, groundwater, surface water, soil, or plant tissue.
9: The_collection_system operator /,_contact.shall.keep a,copy of this permit_on.hand,and_be
to produce it uponcrequest of the Division during a compliance inspection or other on'; -site visit.,
10. This permit shall:become voidable unless the agreement between Union County and the City of
Monroe; and Charlotte-Mecklenberg Utilities for the collection and finaltreatment of
wastewater in sin full force and effect.
Permit issued this the 20th day of July 2007
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
i,n Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission,
Permit Number WQCS00054
PERMIT NUMBER WQCS00054

Attachment A
High Priority and Aerial Sewer Mains
Label
Location
Type
Pipe Material
Pipe Size
Length
P
Po in Road P/S
PR-01
Shannamara Drive A
Aerial
DIP
8 Inch
35 Feet
PR-02
Shannamara Outfall at Plant
Aerial
DIP
8 Inch
..
31 Feet
PR-03
End of Shadow Lake
Aerial
DIP
8 Inch
80 Feet
PR-04
Hunley Creek Force Main
Aerial
DIP
12 Inch
60 Feet
PR-05
Shannamara Drive B
Aerial
DIP
8 Inch
6 Feet
C
Crooked Creek
CC-01
Lake Park tie in at Faith Church Road Bridge
Surface Water
DIP
8 Inch
15 Feet
CC-02
Ashcroft Tie-in
Aerial
DIP
8 Inch
21 Feet
CC-03
WaI-mart Tie in
Aerial
DIP
8 Inch
12 Feet
CC-04
Brittany Downs Tie in
Surface Water
DIP
8 Inch
10 Feet
CC-05
Behind Brooke Lane
Surface Water
DIP
6 Inch
6 Feet
CC-06
Forest Park Outfall
Surface Water
DIP
8 Inch
18 Feet
E
East -Side
ES-01
Trellis
Aerial
DIP
8 Inch
110 Feet
ES-02
Jail
Aerial
DIP
6 Inch
90 Feet
ES-03
Bob White Circle
Surface Water
DIP
8 Inch
18 Feet
ES-04
Station 1 at Creek Crossing
Surface Water
Clay
24 inch
36 Feet
1
12 Mile
TM-01
Waxhaw Outfall at Plant
Aerial
DIP
12-Inch-
7 Feet-
TM-02
New Village tie in•
Aerial
DIP
8 Inch
72 Feet
TM-03
Sandalwood
Aerial
DIP
8 Inch
7 Feet
TM-04
21-25 Outfall behind Waxhaw Public Works
Aerial
DIP
8 Inch
110 Feet
TM-05
Harrison Park
Aerial
DIP
8 Inch
40 Feet
TM-06
Off Billy Howey Rd
Aerial
DIP
8 Inch
162 Feet
TM-07
End of Kingston on Providence
Aerial
DIP
8 Inch
41 Feet
TM-08
Aston Manor Tie In
Aerial
DIP
8 Inch
12 Feet
TM-09
12 Mile Creek Crossing at Stonegate Tie-in
Surface Water
DIP
24 Inch
50 Feet
TM-10
Brook Valley
Aerial
DIP
8 Inch
18 Feet
TM-11
Prescott
Aerial
DIP
12 Inch
12 Feet
TM-12
Cureton
Aerial
DIP
8 Inch
70 Feet
•
T
Tall Wood
TW-01
Trunk Line beside Creek
Erosion
PVC
8 Inch
2000 Feet
O
Olde S ycamore
OS-01
Beside Station 1
Surface Water
DIP
8 Inch
4 Feet
• Aerial -Sewer Mains that are above ground and usually crossing over creeks.
* Surface Water -Sewer Mains that is in the bed of the creek where the pipe is exposed to surface water constantly.
* High Priority -Generally a Sewer Main that carries large amounts of flow or main lines that require repeat maintance.
* Erosion -Sewer Mains that may be at risk for Erosion.

I
-

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Issue Date
Christine Putnam, Public Works Director
Union County
400 N. Church Street
Monroe, NC 28111
..01- L.N1,1 4.-0l h.wl IN,
AND NA,TUPflP,E3OLIRCE3
VOORESSVILLkE t7:77.0iONAL OFFICE
DEC 1 9 200,
Subject: DRAFT Permit No. WC : Sf SOS 1
Union County .)i-a r � ����
Union County Collection System
Dear Ms. Putnam:
In accordance with your application received on July 16, 2001, as well as the additional information
received in 2001, 2003, 2005 and 2006 through compliance inspections, meetings and discussions, we
are forwarding herewith Permit No.WQCS00054, dated Date, to Union County for the•operation and
maintenance of the subject wastewater collection system. Please respond with any comments by
January 19, 2007. If no comment is received the permit will be issued as written.
This permit shall be effective from the date of issuance until Date (renewal date — no more than 5 years
from permit issuance). .This permit shall be subject to the conditions and limitations specified herein. It is
your responsibility to thoroughly review this permit. Please pay particular attention to the monitoring and
reporting requirements in this permit. Compliance schedules requiring action and regional office
notification are shown in bold. A summary of your schedules are presented below:
Permit Condition
Activity
Compliance Date
I., 3
Establish legal authority
12 months
I., 4
Develop and implement educational FOG program
12 months
II., 7
Clear rights -of -way and easements
12 months
For purposes of permitting, the collection system is considered to be any existing or newly installed
system extension up to the wastewater treatment facility property or point of connection with a
separately owned sewer system. The collection system is considered all gravity lines, pump stations,
force mains, low pressure sewer systems, STEP systems, vacuum systems, etc. and associated piping,
valves and appurtenances that help to collect, manage and transport wastewater to a wastewater
treatment plant under the Permittee's ownership or maintained and operated by the Permittee through
a perpetual legal agreement. Satellite systems are systems tributary to the Permittee's collection system
but those collection systems are not owned or maintained by the Permittee. The system description
provided on Page 1 of this permit is meant to provide a general idea about the size of the system and
may not be all inclusive of the collection system at the time of permit issuance or afterward.
A release of wastewater from the wastewater collection system is referred to herein as a Sanitary Sewer
Overflow (SSO). The evaluation of enforcement options after a SSO will be determined considering the
criteria listed in condition 1(2) (a) and 1(2) (b) of the permit and all other relevant information available or
requested of the Permittee. Compliance with all conditions of the permit as well as all statutes and
regulations pertaining to the collection system must be maintained or appropriate enforcement actions
may be taken as noted in Condition VI(21.
NorthCarolina
Naturally
Pretreatment, Emergency Response and Collection Systems Unitlnternet http://h2o.enr.state.nc.us/ndpu
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] Fax [phone]
DENR Customer Service Center Telephone [phone]
An Equal Opportunity Action Employer 50% recycled/10% post -consumer paper

Ms. Christine Putnam
DATE
Page 2
A reportable SSO is a SSO greater than 1,000 gallons to the ground or a SSO of any amount that reaches
surface water (including through ditches, storm drains, etc.) Below is the procedure to use for reporting
SSOs to the Division:
1. Report by telephone to a Division of Water Quality staff member (not facsimile or voicemail) at
your regional DWQ office during regular business hours (Monday to Friday, 8AM to 5PM) as soon
as possible, but in no case more than 24 hours after the SSO is known or discovered. To report
outside of regular business hours, call [phone] j
2. Follow up the verbal report by sending a complet writte►' report on the most current Division
approved form within five days.
To provide a uniform method for all systems covere• ede iss p: rmi '.nd to provide useful and
consistent information pertaining to SSOs, a news ill rep/. ting form gas b: en developed (October
2003). Form CS-SSO consists of two parts. Part I serves to •rovide to the the required information
that has always been necessary. Part II serves as •n a : a;t% ovide a ju 'fica '•n for the spill, as
optional under Condition 1(2) of your permit. Form -SS4 can,•e downloa from
http://h2o.enr.state.nc.us/peres from the ol(ection Sy ems ®ea.
An NOV, civil penalty, and/or a moratori
adequate justification for an SSO is NOT sub
justification of an SSO, you mus
DWQ staff will review the justify
be advised that the inform ion
immediately to report SSOs
bypasses at the wastewater tre.•tme
Part I and Part II, if pi i = is five
Failure to abide
parts, requirements,
request an adjudicate
permit. This request must
Carolina General Statutes,
Raleigh, NC 27699-6714. Unles
ddition w. e to the system may be issued if
t''c..regio `• I of e. In order to submit a claim for
be Form S-S)ith :. ditio documentation as necessary.
im an & et rmine,if e ` •rcement action is appropriate. Please
ed"to justify spill<i ve ' omprehensive. Begin using this form
Ilecion systntinue to use our old form for reporting
pla,il further Lice. The time frame for submittal of both
ays.
fma " subject the Permittee to enforcement action. If any
Caine. in t s permit are unacceptable, you have the right to
on,written '-quest within thirty days following the receipt of this
rm`,•f a written petition, conforming to Chapter 150B of the North
with the Office of Administrative Hearings, 6714 Mail Service Center,
uch de ands are made, this permit shall be final and binding.
/
If you have questions regarding compliance contact your regional office or Jeff Poupart of the
Pretreatment, Emergency Response and Collection Systems Unit of the North Carolina Division of Water
Quality at [phone] extension 527. If you need additional information concerning this permit,
please contact Deborah Gore in the Pretreatment, Emergency Response and Collection Systems Unit at
[phone] extension 593.
Sincerely,
DRAFT
Alan W. Klimek, P.E.
cc: «Facility_County» County Health Department
Wastewater Collection System ORC/PUD, «Owner_Narne»
Mares ,tlle R`egiontiikj.ffice;-Surface=Water--Protection S e,t n�
Technical Assistance and Certification Unit
Water Quality Central Files
PERCS Files
2 DRAFT PERMIT NUMBER WQCS00054
11/06

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
SYSTEM -WIDE WASTEWATER COLLECTION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 1437 ener:3Statutes of North Carolina as
amended, and other applicable Laws, R `yes, and' egulations
PERMISSION IS HEREBY/
«Owner
«Facility :Count
operation and maintenance of a wastewater col
issuance, approximately 276 miles o'gra ` sewer,
pump stations, and all associated/iping,,yal
and operational wastewater collectio
satellite communities and the tribu
Town of Wingate subject to -their own
received on July 16, 200/1 and in nfor
supporting data subsea
Resources and conside
s,
'mate
and ppurt
serve. ,pio-
• sf wolf ,collecl'on
dividual colle
wi
ove
of, at the time of permit
es of force main, 68 duplex
en' ,ce` equired to make a complete
ou y and any deemed permitted
stem serving the Town of Marshville and
permit, pursuant to the application
ents referenced therein and other
epartment of Environment and Natural
This permit shall be effective m e db e of issuance until Date (renewal date- no more than 5 years
from permit issuance) and shalle su 'et to'e following specified conditions and limitations:
I.
PERFORMANCE STANDARDS
1. The sewage and wastewater collected by this system shall be treated in one of the following
North Carolina wastewater treatment facilities prior to being disposed into the receiving stream
or via spray irrigation as permitted. This collection system permit will be referenced upon renewal
or modification of your NPDES permit(s).
Twelve Mile Creek WWTP
NC0085359
Crooked Creek WWTP
NC0069841
Hunley Creek WWTP
NC0072508
Olde Sycamore WWTP
WQ001 1298 (exp.)
Tallwood WWTP
NC0069523
Grassy Branch WWTP
NC0085812
City of Monroe WWTP
NC0024333
Charlotte -Mecklenburg McAlpine Creek WWTP
NC0024970
1
DRAFT PERMIT NUMBER WQCS00054
11/06

2. The wastewater collection system shall be effectively managed, maintained and operated at all
times so that there is no discharge to land or surface waters, nor any contamination of
groundwater. Discharges from the wastewater collection system are referred to herein as
Sanitary Sewer Overflows (SSOs). In the event that the wastewater collection system fails to
perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take
immediate corrective actions, including actions that may be required by the Division of Water
Quality (Division), such as the construction of additional or replacement sewer lines and/or
equipment.
The Director may take enforcement action against the Permittee for SSOs that must be reported
to the Division as stipulated in Condition IV(2) unless the Permittee demonstrates through
properly signed, contemporaneous operating logs, or other:r: evant evidence that the SSO was
caused by severe natural conditions; there were no feasib - al natives to the SSO, such as the
use of auxiliary treatment facilities, retention of untreated waste '•ter, reduction of inflow and
infiltration, use of adequate back-up equipment, or a % increas the capacity of the system.
This provision is not satisfied if, in the exercise of reas•nale ;ine: ing judgment, the Permittee
should have installed auxiliary or additional coll9 'io yst-m coy po -nts, wastewater retention
or treatment facilities, adequate back-up egyimen, ' should ha re . ced inflow and
infiltration. < ,^
In addition, the Permittee may establish an affirmive efens to any ac '• •rought for an SSO
if_the_Permittee_demonstrates through,.• . •erlysignee contmpor_aneous_operating _logs. or
other relevant evidence the cause of he S • and tha e • was exceptional, unintentional,
temporary and caused by factors bey• d t e r onable on •I of the Permittee; the SSO
could not have been prevented by the e er\ of r= sonab co trot, such as proper
management, operation and•-=' ,tenanc_ a• - ate -atmea facilities or collection system
facilities or components (e. , adeq •tely en •rgi g treatme, or collection facilities to
accommodate growth or •deq ely ontrolli • andrre -, ing infiltration and inflow);
preventive maintenance; . ins It�lat ns ►f adeq te'` ack-up equipment; and the Permittee
took all reasonable steps to s s •, d mit e the ipgct of, the discharge as soon as possible.
Where the Permit -e be i- es SO`�. -ts the'teria of either of the preceding paragraphs,
the Permittee s "• - n R_•io`•I,� fice and submit written justification for its
position. The Pe ma bmi al together with the report required by Condition
IV(2) (i.e., within fiv wor' g . •ys), ` t in . I j 'tances must make the submittal to the
appropriate Division •io 01 O f'ce within 1 e business days (i.e., Monday through Friday,
excluding State holidays of th'; o •te ®f the SSO in order to be considered for immunity from
enforcement action or eligi.le for the,+ffirmative defense. The Permittee has the burden of
proof that one of the above c diti®s has been met.
II so inform
itte m:
tha
Divi '.
- this
3. The Permittee shall establish by or•inance its legal authority to require new sewers be properly
constructed; to ensure proper inspection and testing of sewer mains and service laterals; to
address flows from satellite systems and to take enforcement action as required by Condition
1(4).
The Permittee shall develop and adopt an ordinance meeting this permit condition within 12
months of permit issuance. A copy of the adopted ordinance shall be provided to the
Mooresville Regional Office, Surface Water Protection Section to show compliance with this
condition.
2 DRAFT PERMIT NUMBER WQCS00054
11/06

4. The Permittee shall develop and implement an educational fats, oils and grease program
targeted at both residential and non-residential users. The Permittee shall also develop and
implement an enforceable fats, oils and grease program for non-residential users under which
the Permittee can take enforcement against users who have not properly installed, operated
and maintained grease traps or grease interceptors as directed or otherwise violated the terms
of the local ordinance pertaining to fats, oils and, grease.
The Permittee shall develop and implement an inspection and enforcement program for fats, oils
and grease within 12 months of permit issuance. A copy of the program materials shall be
provided to the Mooresville Regional Office, Surface Water Protection Section to show
compliance with this condition. This schedule does not include the educational component of
the program. Educational materials shall be distributed at le .• tannually, with increasing
frequency and targeted areas as grease related blockag are . oted.
5. The Permittee shall adopt and implement a Capital Im /oveme
funding for reinvestment into the wastewater collectio* system in
address the short-term needs and long-term 'mast la' ...
cover a three to five year period and include a
description of the existing facilities, known defi
forecasted future needs. Cost analysis is integr
•
oal s
ienci9
to t
6. Existing overflow piping from manholes and pump
equalization structures; known or disc: er • ,afterpe
removed or permanently capped. PI gged e ergency
portable pumping or rerouting without iiiten I ' .ypassi
tement, . -
(over a reaso
C
7. The Permittee shall maintain a' atingenc
8.
a
of the pumps in a pump st,
replacing the pump shall,
as soon as possible. If the
on con
e initi
.eumt'tn a
na
•o
Ala •
fining m
d i edia
im lex pum
Each pump station,,shall be cI- rly and cons
an emergency c.. tact phon_ nu a
emergency se Ace for thew. tewa r c. e
can be contac d. T ''s e`• rge • cy c ' tac
instructions that th = em . en.
audible alarm sounds, •r if : e
Pump station sites, %d
9. equip
•a
co tact s
ergency is
of
•
Itip
ly
•
r
tions, e
it -is `.
pu
pu
and'
sta
•
n
um
t
ept
sc
�
Plan (CIP) to designate
astructure. The CIP should
The CIP should typically
ion of the project area,
•eriod) and
n
abl
luding pipin. to approved
nce shall be immediately
th
failur
g connections are allowable for
astewater treatment facility.
/t each pump station. If one
4-1
mps , the process of repairing or
- . - w parts or pump shall be installed
ion fails, it shall be replaced immediately.
osted with a pump station identifier and
t an individual who can initiate or perform
c stem 24 hours per day, seven days per week
• elephone number shall be coupled with
u be called if the visual alarm illuminates, if the
pparent.
uous
whi
co . ponents shall have restricted access, per 15A NCAC 2T
.0305(h) (4).
10. Pump stations that do not emplo . % n automatic polling feature (i.e. routine contact with pump
stations from a central location to check operational status of the communication system) shall
have both audible and visual high water alarms. The alarms shall be weather-proof and placed
in a clear and conspicuous location. Permits issued for the construction of pump stations that
included high water alarms in the description must maintain the alarms even if simple telemetry
(i.e. notification of an alarm condition initiated by the pump station control feature) is installed.
11. For all newly constructed, modified and rehabilitated pump stations, all equipment and
components located within the pump station shall be corrosion -resistant and components in
close proximity of the pump station shall be sealed within a corrosion -resistant coating or
encasement.
12. All construction and rehabilitation of the wastewater collection system (i.e., permitted or
deemed permitted) shall be scheduled to minimize the interruption of service by the existing
utilities. Construction and rehabilitation shall not result in the violation of Condition (1)(2) of this
permit.
3 DRAFT PERMIT NUMBER WQCS00054
11/06

II. OPERATION AND MAINTENANCE REQUIREMENTS
1. Upon classification of the collection system by the Water Pollution Control System Operators
Certification Commission (WPCSOCC), the Permittee shall designate and employ a certified
operator to be in responsible charge (ORC) and one or more certified operator(s) to be back-up
ORC(s) of the facilities in accordance with 15A NCAC 8G .0201. The ORC shall visit the system
within 24 hours of knowledge of a bypass, spill, or overflow of wastewater from the system, unless
visited by the Back -Up ORC, and shall comply with all other conditions of 15A NCAC 8G .0204.
2; The Permittee shall develop and adhere to a schedule for reviewing all inspection,
maintenance, operational and complaint logs. If the review process results in the identification
of any recurring problem in the wastewater collection system, that cannot be resolved in a short
time period, the Permittee shall establish a plan for address' e problem(s).
3. The Permittee shall develop and adhere to a schedulef/ c"emergency and standby
equipment.
4. The Permittee shall develop and implement a rout
program, which shall include, but not be limited'
a. Cleaning and removing debris from the
wet well;
b. Inspecting and exercisin• all va
c. Inspecting and lubricating pu
manufacturer's recommendatio
d. Verifying the proper 9n of th
5. For each pump station wit
single building or pump s
flow rate with the largest pu
capable of pump® .eak flo
6. The Permittee sh I maintai
no less than tw pum
the Permittee has he
knowledge of the si
extension permit.
at
ility
out pump
tions(
liabilit
ble of
.ice),
shall be main
n ha .at -a`
har. to
p hase • nd
umo failure
or
'g
r testin
, the`
pum/stag
her mec
tele
i.e. situp
mp
at Fast
st
ollowing
n structur
pection and maintenance
ance activities:
e perimeter, and
equipment according to the
em and auxiliary equipment.
p stations serving more than a
g a} a rate of 2.5 times the average daily
ne fully operational spare pump
and.
rcent of the number of pumps installed, but
res' re sewer and serve a single building, unless
stall a replacement pump within 24 hours of first
in the storage capacity provided in any sewer line
7. Rights -of -way and/or ease -nts shall : e properly maintained to allow accessibility to the
wastewater collection system . less e Permittee can demonstrate the ability to gain
temporary access in an emerge : situation where existing land -use conditions do not allow the
establishment and maintenance of permanent access. In this case, the Permittee shall continue
to observe the lines visually, utilize remote inspection methods (e.g. CCTV) and use the
opportunity of drier conditions to perform further inspections and necessary maintenance.
The Permittee shall develop and implement a schedule for clearing rights -of -way and
easements such that all rights -of -way and easements shall be accessible within 12 months of the
effective date of this permit.
DRAFT PERMIT NUMBER WQCS00054
11/06

8. The Permittee shall assess cleaning needs, and develop and implement a program for
appropriately cleaning, whether by hydraulic or mechanical methods, all sewer lines. At least 10
percent of the wastewater collection system, selected at the discretion of the ORC, shall be
cleaned each year. Preventative cleaning is not required for sewer lines less than five years old
unless inspection otherwise reveals the need for cleaning or cleaning is required by a sewer line
extension permit.
The Permittee is responsible for tracking the linear feet of sewer lines cleaned annually. Sewer
lines up to 12" diameter shall be counted by actual linear foot cleaned. Sewer lines greater than
12" shall be counted using the following formula: (diameter of pipe cleaned /12") * linear feet
cleaned.
9. Adequate measures shall be taken to contain and properly'
SSOs. The Permittee shall maintain a Response Action PI ' that
minimum items: 1
a. Contact phone numbers for 24-hour respon e, i kends and holidays;
b. Response time; /
c. Equipment list and spare parts invento, ,
d. Access to cleaning equipment; ' f.
e. Access to construction crews, contracto .ano% eneers;
f. Source(s) of emergency funds;
g. Site sanitation and clean up . e s; an
h. Post-SSO assessment.
ose of materials associated with
dresses the following
10. The Permittee, or their authorized represen ail hall ' .nduc . .n-site evaluation for all SSOs
as soon as possible, but no 're n two h ursf tr first ,wledge of the SSO.
/
11. In the event of a SSO or b / ckag thi ' the waktewat r ` I /ction system, the Permittee shall
restore the system operatii relov vis le solid`s�andlyoaper, sanitize any ground area and
restore the surroundings.
III. RECORDS
1. Records shall be m 'ntai ed dooumen pliance with Conditions 1(4), 11(2) - 11(4), 11(7) - 11(8),
IV(3) and V(1)-V(4). cor sh I be,kept on file for a minimum of three years.
2. The Permittee shall maint a uate records pertaining to SSOs, and complaints for a
minimum of three years. The recor ` shall include, but are not limited to, the following
information:
a. Date of SSO or complaint;
b. Volume of wastewater released as a result of the SSO and/or nature of complaint;
c. Location of the SSO and/or complaint;
d. Estimated duration of the SSO;
e. Individual from the Division who was informed about the SSO and/or complaint, when
applicable;
f. Final destination of the SSO;
g. Corrective actions;
h. Known environmental/human health impacts resulting from the SSO; and
i. How the SSO was discovered.
5 DRAFT PERMIT NUMBER WQCS00054
11/06

3. The Permittee shall maintain an up-to-date, accurate, comprehensive map of its wastewater
collection system that also notes the locations where other wastewater collection systems
become tributary. If a comprehensive map of the collection system has not been established, a
rough sketch shall be drawn. The Permittee shall map approximately 10 percent of its existing
collection system each year for the next ten years, or until complete, whichever is sooner. The
comprehensive map shall include, but is not limited to: pipe size, pipe material, pipe location,
flow direction, approximate pipe age, number of active service taps, and each pump station
identification, location and capacity.
4. The Permittee shall maintain records of all of the modifications and extensions to the collection
system permitted herein. The Permittee shall maintain a copy of the construction record
wastewater collection system for
extension shall be
!thin one year of the
hin this permit shall be updated
on •er %' ren_wal.
drawings and specifications for modifications/extensions to t
the life of the modification/extension. Information concer
incorporated into the map of the wastewater collectio ystem
completion of construction. The system description co`tained
to include this modification/extension information u
IV. MONITORING AND REPORTING REQUIREMENT
1. Any monitoring (including, but not necessarily limi
water, soil -or plant -tissue -analyses) dee%� ! eces
and groundwater protection will be establis''`: d, a
schedule shall be followed.
2. The Permittee shall verbally report to a Div!
Regional Office, at telephon
than 24 hours following th,
following:
a. Any SSO and/or spill o
b. Any SSO/ d/or s
Voice mail me` ages,
SSOs (and other
the Division of Emer
Persons reporting any
Form CS-SSO (or the
►'.edi
spi oc
ncy an
o the••o
most urre
knowledge of the occurrenc
that the problem does not recu
Division approved form) can also be completed to show that the SSO was beyond control.
3. The Permittee shall meet the annual reporting and notification requirements provided in North
Carolina General Statute § 143-215.1 C.
or first
ater flow, r:undwater, surface
ivisionJo ensure surface_w_ater
table sampling and reporting
f member at the Mooresville
as possible, but in no case more
owled , oft e occurrence of either of the
s
nd
d to, wast
a' b-y r
ualit
as soo
at reaches surface water.
This re
P/
n be considered as the initial verbal report.
rring 0utsi• - normal business hours may also be reported to
gement at ephone number [phone] or [phone].
currences shall file a spill report by completing Part 1 of
n approved form), within five days following first
ort shall outline the actions taken or proposed to ensure
Condition 1(2), Part II of Form CS-SSO (or the most current
V. INSPECTIONS
1. The Permittee or the Permittee's designee shall inspect the wastewater collection system
regularly to reduce the risk of malfunctions and deterioration, operator errors, and other issues
that may cause or lead to the release of wastes to the environment, threaten human health or
create nuisance conditions. The Permittee shall keep an inspection log or summary including, at
a minimum, the date and time of inspection, observations made, and any maintenance,
repairs, or corrective actions taken by the Permittee.
2. Pump stations without Supervisory Control and Data Acquisition (SCADA) systems or telemetry
shall be inspected everyday (i.e. 365 days per year). Pump stations equipped with SCADA
systems or telemetry shall be inspected at least once per week.
6 DRAFT PERMIT NUMBER WQCS00054
11/06

A general observation of the entire collection system shall be performed throughout the course
of every year.
Inspections of all high priority lines (i.e. aerial line, sub -waterway crossing, line contacting surface
waters, siphon, line positioned parallel to stream banks that are subject to eroding in such a
manner that may threaten the sewer line, or line designated as high -priority in a permit) shall be
performed at least once per every six-month period of time. A list of high -priority lines is
presented as Attachment A and is hereby incorporated into this permit condition. New high
priority lines installed or identified after permit issuance are incorporated by reference and
subject to this permit condition until permit renewal where they shall be referenced in writing in
Attachment A.
VI. GENERAL CONDITIONS
1.
This permit is not transferable. In the event that the Pei-
wastewater collection system or there is a name cha
modification request shall be submitted to the Divis'
documentation from the parties involved, and ot/
appropriate. Such request will be considered
2. Failure to abide by the conditions and limitatio
Permittee to an enforcement action by the Divisio
S#atu#e--1--4J-215.6A through-3 <:e nd-e-s
3. The issuance of this permit does not e
statutes, rules, regulations, or ordinance
(Le., local, state, and federal);having juris
buffer rules in 15A NCAC 2B : 00, I erosio
NCAC Chapter 4 and and r the,Divisi
pertaining to wetlands u <.er 1
North Carolina Occupation
4. The issuance of
permit, revoking
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collection system.
t i does of pro
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ng the permit as allowed by the laws, rules,
to and North Carolina General Statute §143-215.1
ral regulations with respect to the wastewater
5. The Permittee shall pay t - an,uoI fee=within thirty (30) days after being billed by the Division.
Failure to pay the fee acco'•ingly ma' cause the Division to initiate action to revoke this permit
as specified by 15A NCAC 2T.c, 05(e 3).
6. The Permittee shall request renewal of this permit at least six months prior to the expiration of this
permit. Upon receipt of the request, the Commission will review the adequacy of the
wastewater collection system described therein, and if warranted, will extend the permit for a
period of time and under such conditions and limitations, as the Commission may deem
appropriate.
7. The Permittee shall notify the Division's Pretreatment, Emergency Response and Collection
Systems Unit in writing at 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 of any
changes to the name and/or address of the responsible party (i.e. mayor, city/town manager)
of the wastewater collection system.
8. Any duly authorized officer, employee, or representative of the Division may, upon presentation
of credentials, enter and inspect any property, premises or place on or related to the collection
system at any reasonable time for the purpose of determining compliance with this permit, may
inspect or copy any records that must be maintained under the terms and conditions of this
permit, and may obtain samples of wastewater, groundwater, surface water, soil, or plant tissue.
7 DRAFT PERMIT NUMBER WQCS00054
11/06

9. The collection system operator / contact -shall keep a copy of this permit on hand and be able
to produce it upon request of the Division during a compliance inspection or other on -site visit.
10. This permit shall become voidable unless the agreement between Union County and the City of
Monroe, and Charlotte-Mecklenberg Utilities for the collection and final treatment of
wastewater in sin full force and effect.
Permit issued this the Date day of Date, 2005
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
DRAFT
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Com
Permit Number WQCS00054
8 DRAFT PERMIT NUMBER WQCS00054
11/06

�c�jC CL
tnil4-t
Michael F. Easley, G6`yernor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
-.: Division of Water Quality
CERTIFIED MAIL / RETURN RECEIPT
Christie Putnam, Public Works Director
Union County
400 N. Church Street
Monroe, NC 28111
July 20, 2007
Subject: Permit No. WQCS00054
Union County
Union County Collection System
Dear Ms. Putnam:
In accordance with your application received on July 16, 2001, as well as the additional information
received in 2001, 2003, 2005 and 2006 through compliance inspections, meetings and discussions, we
are forwarding herewith Permit No.WQCS00054, dated July 20, 2007, to Union County for the operation
and maintenance of the subject wastewater collection system.
This permit shall be effective from the July 20, 2007 until June 30, 2012. This permit shall be subject to the
conditions and limitations specified herein. It is your responsibility to thoroughly review this permit. Please
pay particular attention to the monitoring and reporting requirements in this permit. Compliance
schedules requiring action and regional office notification are shown in bold. A summary of your
schedules are presented below:
• Permit Condition
Activity
Compliance Date
I., 4
Develop and implement educational FOG program
12 months
II., 7
Clear rights -of -way and easements
12 months
For purposes of permitting, the collection system is considered to be any existing or newly installed
system extension up to the wastewater treatment facility property or point of connection with a
separately owned sewer system. The collection system is considered all gravity lines, pump stations,
force mains, low pressure sewer systems, STEP systems, vacuum systems, etc. and associated piping,
valves and appurtenances that help to collect, manage and transport wastewater to a wastewater
treatment plant under the Permittee's ownership or maintained and operated by the Permittee through
a perpetual legal agreement. Satellite systems are systems tributary to the Permittee's collection system
but those collection systems are not owned or maintained by the Permittee. The system description
provided on Page 1 of this permit is meant to provide a general idea about the size of the system and
may not be all inclusive of the collection system at the time of permit issuance or afterward.
A release of wastewater from the wastewater collection system is referred to herein as a Sanitary Sewer
Overflow (SSO). The evaluation of enforcement options after a SSO will be determined considering the
criteria listed in condition 1(2) (a) and 1(2) (b) of the permit and all other relevant information available or
requested of the Permittee. Compliance with all conditions of the permit as well as all statutes and
regulations pertaining to the collection system must be maintained or appropriate enforcement actions
may be taken as noted in Condition VI(2).
Nne
orthCarolina
Naturally
Pretreatment, Emergency Response and Collection Systems Unitlnternet http://h2o.enr.state.nc.us/ndpu
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] Fax [phone]
DENR Customer Service Center Telephone [phone]

Ms. Christine Putnam
July 20, 207
Page 2
A reportable SSO is a SSO greater than 1,000 gallons to the ground or a SSO of any amount that reaches
surface water (including through ditches, storm drains, etc.) Below is the procedure to use for reporting
SSOs to. the Division:
1. Report. by: telephone to a Division of Water Quality staff member (not facsimile or voicemail) at
your regional DWQ Office during regular business hours (Monday to Friday, 8AM to 5PM) as soon
as possible., but in no case more than 24 hours after the SSO is known or discovered. To report
outside of regular business hours, call [phone].
2. Follow up the verbal report by sending a completed written report on the most current Division
approved form within five days.
To provide a uniform method for all systems coveredunder this permit and to provide useful and
consistent information pertaining to SSOs, a new spill reporting form has been developed (October
2003). Form CS-SSO consists of two parts. Part I serves to provide to the Division the required information
that has always been necessary. Part 11 serves as an area to provide a justification for the spill, as
optional under Condition 1(2) of your permit. Form CS-SSO can be downloaded from
http://h2o.enr.state.nc.us/peres from the Collection Systems area.
An NOV, civil penalty, and/or a moratorium on the addition of waste to the system may be issued if
adequate justification for an SSO is NOT submitted to the regional office. In order to submit a claim for
justification of an SSO, you must use the Form CS-SSO with additional documentation as necessary.
DWQ staff will review the justification claim and determine if enforcement action is appropriate. Please
be advised that the information needed to justify a spill is very comprehensive. Begin using this form
immediately to report SSOs from the collection system. Continue to use our old form for reporting
bypasses at the wastewater treatment plant until further notice. The time frame for submittal of both
Part I and Part II, if pertinent, is five days.
Failure to abide by the conditions in this permit may subject the Permittee to enforcement action. If any
parts, requirer rents oHimitetions eorn#ained-in-this-per-mif-are-unacceptable you have -the right -to
request an adjudicatory hearing upon written request within thirty days following the receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150E of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and binding.
If you have questions regarding compliance contact your regional office or Jeff Poupart of the
Pretreatment, Emergency Response and Collection Systems Unit of the North Carolina Division of Water
Quality at [phone] extension 527. If you need additional information concerning this permit,
please contact Deborah Gore in the Pretreatment, Emergency Response and Collection Systems Unit at
[phone] extension 593.
Sincerely,
'At\
Coleen H. Sullins
cc: Union County Health Department
Jeffrey Carpenter, ORC, Union County
Mooresville Regional Office, Surface Water Protection Section
Technical Assistance and Certification Unit
Water Quality Central Files
PERCS Files .
PERMIT NUMBER WQCS00054

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
SYSTEM -WIDE WASTEWATER COLLECTION SYSTEM PERMIT
In accordance with the provisions of. Article 21 of Chapter 143, General Statutes of North Carolina as
- amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Union County
Union County
FOR THE
operation and maintenance of a wastewater collection system consisting of, at the time of permit
issuance, approximately 450 miles of gravity sewer, approximately 53 miles of force main, 60 duplex
pump stations, and all associated piping, valves, and appurtenances required to make a complete
and operational wastewater collection system to serve Union County and to receive wastewater from
any deemed permitted satellite communities and the tributary wastewater collection system serving the
Town of Marshville and Town of Wingate subject to their own individual collection system permit,
pursuant to the application received on July 16, 2001, and in conformity with the documents referenced
therein and other supporting data subsequently filed and approved by the Department of Environment
and Natural Resources and considered a part of this permit.
This permit shall be effective from July 20, 2007 until June 30, 2012 and shall be subject to the following
specified conditions and limitations:
I. PERFORMANCE STANDARDS
1. The sewage and wastewater collected by this system shall be treated in one of the following
North Carolina wastewater treatment facilities prior to being disposed into the receiving stream
or via spray irrigation as permitted. This collection system permit.will be referenced upon renewal
or modification of your NPDES permit(s).
Twelve Mile Creek WWTP
NC0085359
Crooked Creek WWTP
NC0069841
Hunley Creek WWTP
NC0072508
Olde Sycamore WWTP
WQ0011298 (exp.)
Tallwood WWTP
NC0069523
Grassy Branch WWTP
NC0085812
City of Monroe WWTP
NC0024333
Charlotte -Mecklenburg McAlpine Creek WWTP
NC0024970
PERMIT NUMBER WQCS00054

The wastewater collection system shall be effectively managed, maintained and operated at all
times so that there is no discharge to land or surface waters, nor any contamination of
groundwater. Discharges from the wastewater collection system are referred to herein as
Sanitary Sewer Overflows. (SSOs) _ In the event that the wastewater collection system fails to . .
perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take
immediate corrective.:actions,.including actions that may be required by the Division of Water.
Quality (Division), -such: as the construction of additional or replacement sewer lines and/or..,.
equipment. ..
•The Director may_:take enforcement action against the Permittee forSSOs that must be reported
to the Division as stipulated in Condition IV(2) unless the Permittee demonstrates through
properly signed, contemporaneous operating logs, or other relevant evidence that the SSO was
caused by severe natural conditions; there were no feasible alternatives to the SSO, such as the
use of auxiliary treatment facilities, retention of untreated wastewater, reduction of inflow and
infiltration, use of adequate back-up equipment, or an increase in the capacity of the system.
This provision is not satisfied if, in the exercise of reasonable engineering judgment, the Permittee
should have installed auxiliary or additional collection system components, wastewater retention
or treatment facilities, adequate back-up equipment or should have reduced inflow and
infiltration.
In addition, the Permittee may establish an affirmative defense to any action brought for an SSO
if the Permittee demonstrates through properly signed, contemporaneous operating logs, or
other relevant evidence the cause of the SSO and that the SSO was exceptional, unintentional,
temporary and caused by factors beyond the reasonable control of the Permittee; the SSO
could not have been prevented by the exercise of reasonable control, such as proper
management, operation and maintenance; adequate treatment facilities or collection system
facilities or components (e.g., adequately enlarging treatment or collection facilities to
accommodate growth or adequately controlling and preventing infiltration and inflow);
preventive maintenance; or installations of adequate back-up equipment; and the Permittee
took all reasonable steps to stop, and mitigate the impact of, the discharge as soon as possible.
Where the Permittee helieies-that,S.SO meets the criteria of either of the preceding paragraphs,
the Permittee shall so inform the Division Regional Office and submit written justification for its
position. The Permittee may make this submittal together with the report required by Condition
IV(2) (i.e., within five working days), but in all instances must make the submittalto the
appropriate Division Regional Office within 10 business days (i.e., Monday through Friday,
excluding State holidays) of the date of the SSO in order to be considered for immunity from
enforcement action or eligible for the affirmative defense. The Permittee has the burden of
proof that one of the above conditions has been met.
The Permittee shall establish by ordinance its legal authority to require that new sewers within its
jurisdiction be properly constructed; to ensure proper inspection and testing of sewer mains and
service laterals; to address flows from satellite systems and to take enforcement action as
required by Condition 1(4).
2 PERMIT NUMBER WQCS00054

4. .The Permittee.shall .develop and implement an educational fats, oils and grease program that
shall include at least bi-annual distribution of educational material targeted at both residential
and non-residential users. The Permittee shall also develop and implement an enforceable fats,
oils and grease program for non-residential users under which the Permittee can take
enforcement against users who have not properly installed, operated and maintained grease
traps or grease interceptors as directed or otherwise violated the terms of the local ordinance
pertaining to fats, oils and grease.
:The Permittee shall develop and implement an inspection andenforcement program for fats, oils
__and grease within-12 months of permit issuance. A copy of the program materials shall be
provided to the Mooresville Regional Office, Surface Water Protection Section to show
compliance with this condition. This schedule does not include the educational component of
the program. Educational materials shall be distributed at least bi-annually, with increasing
frequency and targeted areas as grease related blockages are noted.
5. The Permittee shall adopt and implement a Capital Improvement Plan (CIP) to designate
funding for reinvestment into the wastewater collection system infrastructure. The CIP should
address the short-term needs and long-term "master plan" concepts. The CIP should typically
cover a three to five year period and include a goal statement, description of the project area,
description of the existing facilities, known deficiencies (over a reasonable period) and
forecasted future needs. Cost analysis is integral to the CIP.
6. Existing overflow piping from manholes and pump stations, excluding piping to approved
equalization structures, known or discovered after permit issuance shall be immediately
removed or permanently capped. Plugged emergency pumping connections are allowable for
portable pumping or rerouting without intentionally bypassing the wastewater treatment facility.
7. The Permittee shall maintain a contingency plan for pump failure at each pump station. If one
of the pumps in a pump station containing multiple pumps fails, the process of repairing or
replacing the pump shall be initiated immediately and the new parts or pump shall be installed
as soon as possible. If the pump in a simplex pump station fails, it shall be replaced immediately.
8. Each pump station shall be clearly and conspicuously posted with a pump station identifier and
an emergency contact telephone number at which an individual who can initiate or perform
emergency service for the wastewater collection system 24 hours per day, seven days per week
can be contacted. This emergency contact telephone number shall be coupled with
instructions that the emergency contact should be called if the visual alarm illuminates, if the
audible alarm sounds, or if an emergency is apparent.
9. Pump station sites, equipment and components shall have restricted access, per 15A NCAC 2T
.0305 (h) (4).
10. Pump stations that do not employ an automatic polling feature (i.e. routine contact with pump
stations from a central location to check operational status of the communication system) shall
have both audible and visual high water alarms. The alarms shall be weather-proof and placed
in a clear and conspicuous location. Permits issued for the construction of pump stations that
included high water alarms in the description must maintain the alarms even if simple telemetry
(Le. notification of an alarm condition initiated by the pump station control feature) is installed.
11. For all newly constructed, modified and rehabilitated pump stations, all equipment and
components located within the pump station shall be corrosion -resistant and components in
close proximity of the pump station shall be sealed within a corrosion -resistant coating or
encasement.
12. All construction and rehabilitation of the wastewater collection system (i.e., permitted or
deemed permitted) shall be scheduled to minimize the interruption of service by the existing
utilities. Construction and rehabilitation shall not result in the violation of Condition (I) (2) of this
permit.
3 PERMIT NUMBER WQCS00054

II. OPERATION AND MAINTENANCE REQUIREMENTS
1. Upon classification of the collection system by the Water Pollution Control System Operators
Certification Commission (WPCSOCC), the Permittee shall designate and employ a certified
operator to be in responsible charge (ORC) and one or more certified operator(s)- to'be back-iip
ORC(s) of the facilities in accordance with 15A NCAC 8G .0201. The ORC shall visit the system
within 24 hours.of-knowledge of a bypass, spill, or overflow.of.wastewater from_the.sysfem, unless_..,.
visited by 'the Back -Up ORC; and shall comply with all other conditions of 15A, NCAC 8G .0204.
2. The Permittee shall develop and adhere to a schedule for reviewing all inspection,
maintenance, operational and complaint logs. If the review process results in the identification
of any recurring problem in the wastewater collectionsystem, that cannot be resolved in a short
time period, the Permittee shall establish a plan for addressing the problem(s).
3. The Permittee shall develop and adhere to a schedule for testing emergency and standby
equipment.
4. The Permittee shall develop and implement a routine pump station inspection and maintenance
program, which shall include, but not be limited to, the following maintenance activities:
a. Cleaning and removing debris from the pump station structure, outside perimeter, and
wet well;
b. Inspecting and exercising all valves;
c. Inspecting and lubricating pumps and other mechanical equipment according to the
manufacturer's recommendations; and
d. Verifying the proper operation of the alarms, telemetry system and auxiliary equipment.
5 For each pump station without pump reliability (Le. simplex pump stations serving more than a
single building or pump stations not capable of pumping at a rate of 2.5 times the average daily
flow rate with the largest pump out of service), at least one fully operational spare pump_
capable of pumping peak flow shall be maintained on hand.
6. The Permittee shall maintain on hand at least two percent of the number of pumps installed, but
no less than two pumps, that discharge to a pressure sewer and serve a single building, unless
the Permittee has the ability to purchase and install a replacement pump within 24 hours of first
knowledge of the simplex pump failure or within the storage capacity provided in any sewer line
extension permit.
7. Rights -of -way and%or easements shall be properly maintained to allow accessibility to the
wastewater collection system unless the Permittee can demonstrate the ability to gain
temporary access in an emergency situation where existing land -use conditions do not allow the
establishment and maintenance of permanent access. In this case, the Permittee shall continue
to observe the lines visually, utilize remote inspection methods (e.g. CCTV) and use the
opportunity of drier conditions to perform further inspections and necessary maintenance.
The Permittee shall develop and implement a schedule for clearing rights -of -way and
easements such that all rights -of -way and easements shall be accessible within 12 months of the
effective date of this permit.
4 PERMIT NUMBER WQCS00054

8. The Permittee shall assess cleaning needs, and develop and implement a program for
appropriately cleaning, whether by hydraulic or mechanical methods, all sewer lines. At least 10
percent of the Wastewater.collection system, selected at the discretion of the ORC, shall be
cleaned each year. Preventative cleaning is not required, for sewer lineslessthan five years old
unless inspection otherwise reveals the need for cleaning or cleaning is required by a sewer line.
extension permit.
The Permittee is responsible for tracking the linear feet of sewer lines cleaned annually. Sewer
lines up to 12" diameter shall be counted by actual linear foot cleaned. Sewer lines greater than
12" shall be counted using the following formula: (diameter of pipe cleaned /12") * linear feet
cleaned.
9. Adequate -measures shall be taken to contain and properly dispose of materials associated with
SSOs. The Permittee shall maintain a Response Action Plan that addresses the following
minimum items:
a. Contact phone numbers for 24-hour response, including weekends and holidays;
b. Response time;
c. Equipment list and spare parts inventory;
d. Access to cleaning equipment;
e. Access to construction crews, contractors and/or engineers;
f. Source(s) of emergency funds;
g. Site sanitation and clean up materials; and
h. • Post-SSO assessment.
10. The P.ermittee, or their authorized representative, shall conduct an on -site evaluation for all SSOs
as soon as possible, but no more than two hours after first knowledge of the SSO.
11. In the event of a SSO or blockage within the wastewater collection system, the Permittee shall
restore the system operation, remove visible solids and paper, sanitize any ground area and
restore the surroundings.
III. RECORDS
1. Records shall be maintained to document compliance with Conditions 1(4), 11(2) - 11(4), 11(7) - 11(8),
IV(3) and V(1) -V(4). Records shall be kept on file for a minimum of three years.
2. The Permittee shall maintain adequate records pertaining to SSOs, and complaints for a
minimum of three years. These records shall include, but are not limited to, the following
information:
a. Date of SSO or complaint;
b. Volume of wastewater released as a result of the SSO and/or nature of complaint;
c. Location of the SSO and/or complaint;
d. Estimated duration of the SSO;
e. Individual from the Division who was informed about the SSO and/or complaint, when
applicable;
f. Final destination of the SSO;
g. Corrective actions;
h. Known environmental/human health impacts resulting from the SSO; and
i. How the SSO was discovered.
5 PERMIT NUMBER WQCS00054

3. The Permittee shall maintain an up-to-date, accurate, comprehensive map of its wastewater
Collection Systern that -also notes the locations where other wastewatercollection systems
becometributary, if u comprehensive map of the collection system has not: been established, a
rough sketch'shallbe drawn: The Permittee shall map approximately 10 percent of its existing'
collection system each year for the next ten years, or until complete, whichever is sooner. The
comprehensive map shall include, but is not limited to: pipe size, pipe material, pipe location,
flow direction, approximate pipe age, number of active service taps, and each pump station
identification, location and capacity.
4. The Permittee shall maintain records of all of the modifications and extensions to the collection
system permitted herein. The Permittee shall maintain a copy of the construction record
drawings and specifications for modifications/extensions to the wastewater collection system for
the life of the modification/extension. Information concerning the extension shall be
incorporated into the map of the wastewater collection system within one year of the
completion of construction. The system description contained within this permit shall be updated
to include this modification/extension information upon permit renewal.
IV. MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring (including, but not necessarily limited to, wastewater flow, groundwater, surface
water, soil or plant tissue analyses) deemed necessary by the Division to ensure surface water
and groundwater protection will be established, and an acceptable sampling and reporting
schedule shall be followed.
2. The Permittee shall verbally report to a Division of Water Quality staff member at the Mooresville
Regional Office, at telephone number 704-663-1699 as soon as possible, but in no case more
than 24 hours following th_e occurrence or first knowledge of the occurrence of either of the
following:
a. Any SSO and/or spill over 1,000 gallons; or
b. Any SSO and/or spill, regardless of volume, that reaches surface water.
Voice mail messages or faxed information shall not be considered as the initial verbal report.
SSOs (and other types of spills) occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing Part I of
Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure
that the problem does not recur. Per Condition 1(2), Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control.
3. The Permittee shall meet the annual reporting and notification requirements provided in North
Carolina General Statute § 143-215.1 C:
V. INSPECTIONS
1. The Permittee or the Permittee's designee shall inspect the wastewater collection system
regularly to reduce the risk of malfunctions and deterioration, operator errors, and other issues
that may cause or lead to the release of wastes to the environment, threaten human health or
create nuisance conditions. The Permittee shall keep an inspection log or summary including, at
a minimum, the date and time of inspection, observations made, and any maintenance,
repairs, or corrective actions taken by the Permittee.
6 PERMIT NUMBER WQCS00054

Pump stations without Supervisory Control and Data Acquisition (SCADA) systems or telemetry
shall be inspected everyday (Le. 365 days per year). Pump stations equipped with SCADA
systems or telemetry shall be inspected at least once per week.
3. A general observation of the entire collection system shall be performed throughout the course'
of every year.
4 Inspections of all. high. priority- lines. (i:e. aerial-liner.sub-waterway crossing, line contacting surface
Waters, siphon, line positioned parallel to stream banks that are subject to eroding in such a
manner that may threaten "fhe'sewer line, or line designated as high -priority in a permit) shall be
performedat least once per every six-month period of time. A Iisf of high -priority lines is,
presented as Attachment A and is hereby incorporated into this permit condition. New high
priority lines installed or identified after permit issuance are incorporated by reference and
subject to this permit condition until permit renewal where they shall be referenced in writing in
Attachment A. .
VI. GENERAL CONDITIONS
1. This permit is not transferable. In the event that the Permittee desires to transfer ownership of the
wastewater collection system or there is a name change of the Permittee, a formal permit
modification request shall be submitted to the Division. The request shall be accompanied by
documentation from the parties involved, and other supporting materials as may be
appropriate. Such request will be considered on its merits and may or may not be approved.
2 Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division in accordance with North Carolina General
Statute §143-215.6A through § 143-215.6C, and a sewer moratorium may be established.
3. The issuance of this permit does not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(i.e., local, state, and federal) having jurisdiction, including but not limited to applicable river
buffer rules in 15A NCAC 2B .0200, soil erosion and sedimentation control requirements in 15A
NCAC Chapter 4 and under the Division's General Permit NCG010000, and any requirements
pP,rtaining4o-wefland-under-15A--NGAC 2B .0200-and 1-5-A-NC-A-2H-.o5-00and all app 'cable
North Carolina Occupational Safety and Health Act health and safety standards.
4. The issuance of this permit does not prohibit the Division from reopening and modifying the
permit, revoking and reissuing the permit or terminating the permit as allowed by the laws, rules,
and regulations contained in I5A NCAC Chapter 2T and North Carolina General Statute §143-215.1
et. al., or as needed to address changes in federal regulations with respect to the wastewater
collection system.
5 The Permittee shall pay the annual fee within thirty (30) days after being billed by the Division.
Failure to pay the fee accordingly may cause the Division to initiate action to revoke this permit
as specified by 15A NCAC 2T .0105(e) (3).
6. The Permittee shall request renewal of this permit at least six months prior to the expiration of this
permit. Upon receipt of the request, the Commission will review the adequacy of the
wastewater collection system described therein, and if warranted, will extend the permit for a
period of time and under such conditions and limitations, as the Commission may deem
appropriate.
7. The Permittee shall notify the Division's Pretreatment, Emergency Response and Collection
Systems Unit in writing at 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 of any
changes to the name and/or address of the responsible party (i.e. mayor, city/town manager)
of the wastewater collection system.
PERMIT NUMBER WQCS00054

8. . Any duly authorized officer, employee, or representative of the Division may, upon presentation
of credentials, enter and inspect any property, premises or place on or related to the collection
system at any reasonable time for the purpose of determining compliance with this permit, may
inspect or copy_ any records that must be maintained under the terms and conditions of this..
permit, and may obtain samples of wastewater, groundwater, surface water, soil, or plant tissue.
9. The collection_system operator /,_contactshallkeep a,cppy of. this permit on_hgnd.and_be
to produce#upony.request of the Division during a compliance inspection or other on=site visit.:
10. This permit shall become voidable unless the agreement between Union County and the City of
Monroe; and Charlotte-Mecklenberg Utilities for the collection and final treatment of
wastewater in sin full force and effect.
Permit issued this the 20th day of July 2007
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
-`,-1 Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQCS00054
PERMIT NUMBER WQCS00054

Attachment A
High Priority and Aerial Sewer Mains
Label
Location
Type
Pipe Material
Pipe Size
Length
P
Po.Iin Road P/S
PR-01
Shannamara Drive A
Aerial
DIP
8 Inch
35 Feet
PR-02
Shannamara Outfall at Plant
Aerial
DIP
8 Inch
..
31 Feet
PR-03
End of Shadow Lake
Aerial
DIP
8 Inch
80 Feet
PR-04
Hunley Creek Force Main
Aerial
DIP
12 Inch
60 Feet
PR-05
Shannamara Drive B
Aerial
DIP
8 Inch
6 Feet
C
Crooked Creek
CC-01
Lake Park tie in at Faith Church Road Bridge
Surface Water
DIP
8 Inch
15 Feet
CC-02
Ashcroft Tie-in
Aerial
DIP
8 Inch
21 Feet
CC-03
WaI-mart Tie in
Aerial
DIP
8 Inch
12 Feet
CC-04
Brittany Downs Tie in
Surface Water
DIP
8 Inch
10 Feet
CC-05
Behind Brooke Lane
Surface Water
DIP
6 Inch
6 Feet
CC-06
Forest Park Outfall
Surface Water
DIP
8 Inch
18 Feet
E
East -Side
ES-01
Trellis
Aerial
DIP
8 Inch
110 Feet
ES-02
Jail
Aerial
DIP
6 Inch
90 Feet
ES-03
Bob White Circle
Surface Water
DIP
8 Inch
18 Feet
ES-04
Station 1 at Creek Crossing
Surface Water
Clay
24 inch
36 Feet
1
12 Mile
TM-01
Waxhaw Outfall at Plant
Aerial
DIP
12-Inch
47 Feet
TM-02
New Village tie in•
Aerial
DIP
8 Inch
72 Feet
TM-03
Sandalwood
Aerial
DIP
8 Inch
7 Feet
TM-04
21-25 Outfall behind Waxhaw Public Works
Aerial
DIP
8 Inch
110 Feet
TM-05
Harrison Park
Aerial
DIP
8 Inch
40 Feet
TM-06
Off Billy Howey Rd
Aerial
DIP
8 Inch
162 Feet
TM-07
End of Kingston on Providence
Aerial
DIP
8 Inch
41 Feet
TM-08
Aston Manor Tie In
Aerial
DIP
8 Inch
12 Feet
TM-09
12 Mile Creek Crossing at Stonegate Tie-in
Surface Water
DIP
24 Inch
50 Feet
TM-10
Brook Valley
Aerial
DIP
8 Inch
18 Feet
TM-11
Prescott
Aerial
DIP
12 Inch
12 Feet
TM-12
Cureton
Aerial
DIP
8 Inch
70 Feet
T
Tall Wood
TW-01
Trunk Line beside Creek
Erosion
PVC
8 Inch
2000 Feet
O
Olde Svcaamore
OS-01
Beside Station 1
Surface Water
DIP
8 Inch
4 Feet
Aerial -Sewer Mains that are above ground and usually crossing over creeks.
* Surface Water -Sewer Mains that is in the bed of the creek where the pipe is exposed to surface water constantly.
* High Priority -Generally a Sewer Main that carries large amounts of flow or main lines that require repeat maintance.
' Erosion -Sewer Mains that may be at risk for Erosion.

r

NC
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mark Eugene Tye
Union County Collection System
500 N Church St Ste 500
Monroe, NC 281124730
Division of Water Quality
Coleen H. Sullins Dee Freeman
Director ;.:. :.
... ...... .
Secretary.:-
January 6, 2010
JAN i 3 2010
Subject: System -Wide Wastewater Collection System Permit Expiration Date
Permit Number WQCS00054
Union County Collection System
Union County
Dear Mark Eugene Tye:
Due to the recent enactment of SL 2009-406 (or SB 831), An Act to Extend Certain Government
Approvals Affecting the Development of Real Property Within the State, the expiration date of
all system -wide wastewater collection system permits is being extended by three (3) years. The
new expiration date for the Union County Collection System Permit WQCS00054 is 06/30/15.
A permit renewal application is due six months prior to the extended expiration date.
If you have any questions or concerns, please contact me at [phone] or via email
[D eborah. Gore@ncdenr. gov] .
Sincerely,
Deborah Gore
PERCS Unit Supervisor
cc: Central Files
Surface Water Protection Section Regional Office Supervisor
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwaterquality.org
NorthCarol.ina
Naturally
An Equal Opportunity \ Affirmative Action Employer

UNION COUNTY PUBLIC WORKS DEPARTMENT
Jon C. Dyer, P.E., Director
July 6, 2001
Certified Mail — Return Receipt Requested
Ms. Marie Doklovic
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Non -Discharge Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
SUBJECT: Submission of Collection System Wide Permit Application
Application Received by Public Works on June 7, 2001
Dear Ms. Doklovic:
6 '1
lion -Discharge pe r ing
Please find enclosed a complete collection system application package (one original and
two copies) for Union County's Public Works Department. The Public Works
Department is charged with the management, operations and maintenance of six (6) ©W id
wastewater treatment facilities and the associated collection syste components. In
addition to the treatment facilities, Public Works has contractual capacity agreements
with the City of Monroe, Charlotte -Mecklenburg Utilities and Lancaster County, South
Carolina Although treatment capacity is contracted with the aforementioned entities,
portions of the collection and conveyance systems are managed, operated and maintained
by Public Works.
The collection system as a whole is comprised of sub -systems that are, for the most part,
isolated systems without interconnections. Our two largest treatment facilities, Crooked
Creek WWTP and Twelve Mile Creek WWTP, have limited interconnects and/or service
area overlap. However, for the purposes of this application package, Public Works has
treated the systems as a single contiguous system. This approach was taken due to the
fact that all of the sub -systems are managed, operated and maintained in a consistent
manner.
Should you wish to discuss this application package in more detail, please do not hesitate
to contact Mr. Jon Dyer at [phone].
Respectfully,
on C. D5er, P
Director of Public Works
400 North Church St. .
Monroe, North Carolina 28112-4804 . Phone: [phone] . Fax: [phone]
A ` )rCfY LI

UNION COUNTY PUBLIC WORKS
Christie L. Putnam, P.E., Interim Director
November 4, 2005
Mr. D. Rex Gleason
NCDENR
DWQ
610 East Center Ave.
Suite 301
Mooresville, NC 28115
SUBJECT: Issuance of Wastewater Flow Permits
Twelve Mile Creek Water Reclamation Facility
Union County, North Carolina
Dear Mr. Gleason:
Thank you for taking the time to meet with Union County Public Works (UCPW) staff on
October 27 to discuss the status of our Twelve Mile Creek Water Reclamation Facility
(TMCWRF) and associated permitted and pending flows. The intent of this letter is to
provide a summary of the points discussed at the meeting and to serve as an official
request to allow UCPW to resume the permitting of wastewater flows into our collection
and treatment systems. Information presented herein should serve to demonstrate that
UCPW will have adequate capacity to treat permitted flows.
Background
UCPW manages, operates and maintains six (6) wastewater treatment facilities and
owns capacity in Charlotte Mecklenburg Utility's (CMU) system and the City of Monroe
Wastewater Treatment Plant. UCPW staff has compiled and organized an extensive
amount of site -specific information that clearly demonstrates UCPW has or will have at
tia22221.gpLiate time, adequate capacity to handle both current androjected flows in
each service area he ocus o this letter is the TMWRF. Information as it relates to
other service areas/treatment facilities can be provided upon request.
The TMCWRF is a 2.5 mgd advanced secondary treatment facility that was placed in
service in December of 1997. The facility has never violated its NPDES Permit limit for
flow. Please see Table 1 below.
400 North Church St. • Monroe, North Carolina 28112-4804 • Phone: [phone] • Fax: [phone]

Table 1
12 Mile Creek WRF Flow Summary
Standard
Flow (mgd)
% Capacity
NPDES Permit
2.5
100
2004 Annual Average
1.89
76
12 Month Floating Average
(Nov 04 — Oct 05)
2.15
86
Jan 05 — Oct 05 Average
2.17
October 2005 Monthly
Average
2.03
81
The TMCWRF experienced a process upset earlier this year and as a result violations
of the NPDES Permit occurred. Below is an outline of events contributing to the permit
noncompliance:
✓ December 2004: The twelve (12) month average for phosphorous slightly exceeded
the 20.85 pound per day limit. All other parameters were well within permit limits.
✓ January 2005: Staff initiated the feeding of aluminum sulfate to enhance
phosphorous removal in the treatment facility. An increase in the SVI was also
observed, and staff began feeding alum to improve the settling characteristics of
sludge in the secondary clarifiers. Later in the month, mixed liquor and foam
samples were sent out for evaluation. Results confirmed that the Twelve Mile
biomass contained excessive filamentous bacteria. In late January staff began to
feed sodium hypochlorite in an effort to combat the filamentous growth and to
restore stability to the treatment plant operations.
✓ On January 28, 2005, a catastrophic loss of power occurred. A contractor working in
the immediate WRF area hit a` utility pole, disrupting electrical service to the
Twelve Mile Creek Water Reclamation Facility. Power was restored fairly promptly;
but the plant facilities sustained major damage due to "single phasing" to aerators,
mixers, and one clarifier. The loss of treatment components effectively crippled the
biological system.
✓ By February 3, 2005, most of the critical equipment components were returned to
service. Unfortunately, by this time the biological process was irreversibly upset due
to the combination of filamentous bacteria (one abundant strain favored septicity),
chemical dosing, the sustained loss of power and low water temperatures.
✓ On April 9, 2005, the VFD's for the RAS pumps failed due to a power surge that
occurred, as the result of intense storms in the area. Staff was not able to get
replacement equipment installed until the 22nd of April. Clarifier underflow was
returned to the head of the plant via the drain system in a makeshift effort to balance
the biological process.
✓ By May 2005, staff observed a recovery of plant operations, and an improved level
of operating efficiencies.
✓ By June 2005 the facility was compliant with all parameters except phosphorous;
and staff continued to see recovery and improvements in all aspects of plant
performance_

✓ July, August, September and October have been substantially compliant with
NPDES Permit limits.
UCPW staff consulted with the WRF process manufacturer EIMCO and the
engineering/consulting firms CH2MHILL and Stantec in an effort to ensure the most
efficient and productive corrective measures were being taken.
Current Conditions
For a number of years Union County has been among the fastest growing areas in the
region. Approximately 3000 new home sites (lots) are permitted for sanitary sewer on
an annual basis. A large percentage of the lots are within the TMCWRF service area.
In support of the position that UCPW will have adequate capacity to treat flows
permitted to the TMCWRF the following facts are presented for consideration:
✓ The TMCWRF has a 12-month floating average flow of approximately 2.15 mgd.
✓ The facility is in substantial compliance with NPDES Limits.
✓ UCPW has a Permit dated October 2005 that will allow expansion of the facility to
6.0 mgd upon issuance of an Authorization to Construct (ATC) from the Construction
Grants and Loans Section. UCPW anticipates the ATC to be issued in the near
future.
✓ The TMCWRF 3.5 mgd expansion is currently being advertised with a scheduled bid
date of November 14, 2005.
✓ Construction is expected to begin around February 2006.
✓ The project is phased such that critical components needed to provide enhanced
reliability and an additional .5 mgd of hydraulic treatment capacity will be constructed
within the first year.
✓ The total construction time for the project is estimated to b_e,27 months.
✓ UCPW has designed, permitted, constructed and activated a project that will divert
up to .4 mgd of wastewater to the Crooked Creek Water Reclamation Facility.
In addition to moving forward with the expansion of the TMCWRF and the diversion of
flow to UCPW's Crooked Creek Water Reclamation Facility, an extensive amount of
site -specific data has been collected, organized and analyzed as it relates to permitted
versus actual WRF flow. The relationship between TMCWRF capacity, actual WRF
flow and permitted flow are discussed in the following sub -sections.
WRF Capacity Versus Realized Flow
The TMCWRF is permitted to discharge 2.5 mgd on a monthly average daily flow. The
facility is currently operating between 81 % and 87% of permitted capacity (2.03 — 2.17
mgd).

Permitted Flow Versus Realized Flow
There are currently 17,402 lots permitted to the TMCWRF (Please see Attachment 1).
Applying a factor of 360 gallons per day per lot equates to a permitted flow of 6.26 mg.
(17,402 lots) x (360 gpd/lot) = 6.26 mgd
However, we know that TMCWRF flow is averaging between 2.03 to 2.17 mgd.
The variance between permitted flow and actual flow is affected by two primary
variables. The first variable relates to the rate of development (i.e. occupied homes
versus homes not yet constructed) and the second variable relates to the actual flow per
lot realized as opposed to the 360 gpd permitted flow. Site specific data is needed to
better understand the flow relationships. UCPW used the following methodology to
determine the rate of development and a more representative flow allocation per lot,
thus developing site specific data.
✓ Subdivisions thought to be representative of a system wide development rate were
analyzed in an effort to determine the ratio of occupied lots to permitted lots. The
analysis concluded that, on average, all lots permitted more than 6 years ago are
100% built out while lots permitted a year ago are only 2.4% built out. The findings
of the analysis are graphed below.
% Built Out
120.0%
100.0%
80.0%
60.0%
40.0%
20.0%
0.0%
Rate of Development
2005
2004
2003
.6%
2002
2001
Year Permitted
16
2000
Before
2000
✓ By applying the appropriate Rate of Development factors to the known number of
permitted Tots, the current number of occupied lots can be determined. There are
currently 17,402 lots permitted to the TMCWRF. Applying the appropriate Rate of
Development factors yields a currently developed lot count of 9228.

✓ Using an average WRF flow of 2.115 mgd (12-month floating average from June 04
through July 05. June through July was used as a representative benchmark in an
effort to capture dry and wet weather flows) a flow of 229 gpd per lot is derived.
Since actual WRF flow is used in the calculation, an allowance for inflow and
infiltration is included in the 229 gpd.
(2,115,000 TMCWRF gpd average day flow) / (9228 Tots) = 229 gpd/lot
The analysis of site specific data concludes two things:
1. Although there are currently over 17,000 Tots permitted to the TMCWRF flow
is only being contributed from approximately 9200 homes due to the time
frames involved in developing the lots once they are permitted.
2. On average, each developed lot contributes 229 gpd of wastewater flow as
opposed to the "permitted" 360 gpd.
With an appropriate Rate of Development factor established and a site specific flow per
lot known and an estimated number of Tots to be permitted, the tools to forecast future
flows are in -hand. When these tools are applied to the TMCWRF, the results may be
graphed as below.
Current 2006 2007 2008 2009
2010 2011
'Capacity
!Current Permitted
;Flows (229 gpd)
;Future Permitted
!Flows*
;Excess
2.500
2.153
0.347
2.500
2.229
0.017
0.254
3.000
2,362
0.306
0.332
6.000
2.707
0.764
2.529
6.000
2.865
1.314
1.821
6.000
2.977
1.943
1.080
6.000
3.014
2.630
0.356
Flows - MGD
7.000
6.000
5.000
4.000
3.000
2.000
1.000
12 Mile WRF Projected Flows
o Current Permitted Flows (229 gpd) • Future Permitted Flows*
Current
2006
2007
2008
2009
2010
* Future Permitted Flows assumes 3,000 permits granted each year
2011

Graph Explanation
In the graph above the red line indicates the TMCWRF capacity. Current capacity as
well as 2006 capacity is depicted as 2.5 mgd. In 2007 UCPW anticipates being able to
re -rate the facility to 3.0 mgd. UCPW anticipates that the construction of additional
secondary clarifiers, additional digester capacity and emergency power coupled with a
strong compliance record will support the re -rating. By 2008 substantial completion of
the expansion to 6.0 mgd should be complete.
The light blue bars are the sum of the 12 month floating average and forecast flows
based on the projected Rate of Development for current flow permits that have been
issued. It is important to note that the light blue bars do not include any new permits
issued from the present forward.
Current Permitted Flow = (2.153 mgd base) + (Rate of Dev for existing permits yet realized)
The dark blue caps represent the additional flow that would be expected from the
issuance of approximate 3000 new permits per year beginning in the year 2005 when
the appropriate Rate of Development is applied.
12 Mile WRF Proj Flows = (2.153 mgd base) + (Rate of Dev Current) + (Rate of Dev Future)
As depicted in the graph, at no time during the forecast period does excess WRF
capacity (based on the annual monthly average flow) fall below .25 mgd.
Additional Strategies
UCPW is actively pursuing additional means to ensure adequate wastewater capacity is
available for current and forecast demands. UCPW has strategies in place to meet the
County's long term wastewater needs. The strategies specific to the TMCWRF include
the following:
✓ Although construction on the expansion of the TMCWRF to 6.0 mgd has not yet
begun, UCPW has already selected an engineering firm to begin the design and
permitting for expansion beyond 6.0 mgd.
✓ UCPW will redirect approximately .572 mgd of wastewater to CMU by 2009 in an
effort to maximized purchased capacity.
✓ UCPW has an engineering firm inspecting and cataloging every manhole in the
TMCWRF system. Repair needs are being prioritized. Inspections should be
complete by the summer of 2006
✓ UCPW currently has two three-man crews dedicated to I&I reduction efforts in the
TMCWRF system.
✓ UCPW is in the process of tightening sewer construction specifications.

In conclusion, the TMCWRF is currently operating at approximately 85% hydraulic
capacity and is in substantial compliance with its NPDES Permit. A comprehensive site
specific analysis has been conducted that demonstrates there will be adequate capacity
to handle current flows as well as forecast flow__ through the year 2011. UCPW is
already pursuing specific strategies that will provide adequate wastewater capacity to
the TMCWRF beyond 2011. Based on the information submitted to you at our October
27 meeting and summarized herein, it is respectfully requested that DWQ resume
issuing Wastewater Discharge Permits for Union County projects. If additional
discussion is required a ease o not hesitate to contact me at 704-296-4212.
Respectfully,
Christie L. Putnam, PE
Interim Director
Cc: Mike Shalati, County Manager
Charles O'Cain, UCPW
Dee Browder, DWQ
Barbara Sifford, DWQ

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
December 13, 2006
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
7006 0100 0000 8379 3730
Christine Putnam
l�nion=County�Public_Works �_-_ �y
400 N Church St.
Monroe, NC 28112-4804
Subject: Notification of Sewer Moratorium
Union County
Dear Ms. Putnam:
The Division of Water Quality has determined that Union County is unable to adequately collect and treat
wastewater tributary to the Twelve Mile Creek WWTP, NPDES permit number NC0085359 with regard to
phosphorous and flow limits and an excessive number of SSOs near the plant.
North Carolina General Statute 143-215.67(a) states in part, that no person subject to the
provision of NCGS 143-215.1, 143-215.108 or 143-214.109 shall cause or allow the discharge of any
wastes to a waste -disposal system in excess of the capacity of the disposal system or of any wastes
which the disposal system cannot adequately treat. Should these terms be violated, 143-215.67 (c)
states a moratorium may be imposed "on the addition of waste to a treatment works" if the treatment
works is not capable of adequately treating additional waste.
The Division of Water Quality has established that the phosphorous and flow limit violations for this plant
and excessive SSOs near the plant indicate that the system is in excess of its capacity. Therefore, Union
County is hereby placed on a sewer moratorium regarding the wastewater collection system tributary to
the Twelve Mile Creek WWTP effective February 5, 2007. D+.ate al: l s.t fa'i , s 11i .r tF;�{� d k jti !I
This moratorium will remain in effect until Union County has sufficiently demonstrated that it can
adequately collect and treat its wastewater such that the phosphorous and flow limits have been
addressed and the number of SSOs near the plant has been reduced and the county has obtained written
permission from the Division of Water Quality suspending the moratorium.
As required by NCGS 143-215.67(d), Union County shall give public notice
that a moratorium will be placed on the discharge of additional waste to the Twelve Mile Creek WWTP
collection system within 15 days of receipt of this letter. Union County shall give public notice of the
moratorium by publication of the notice one time in a newspaper having general circulation in the county
in which the treatment works is located. The notice shall be as provided in the attached public notice.
NorthCarohna
Naturally
North Carolina Division of Water Quality 943 Washington Sq. Mall Washington, NC 27889 Phone [phone] Customer Service
Internet: www.ncwaterqualitv.ore Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

2
Union County shall provide an affidavit of publication and a copy of the public
notice to this office on or by January 20, 2007.
Lirefiv tIitr iroifardfall()llfa%t:iirFfin611.kerithiKv3CO C6
Failure to place the public notice as directed may subject Union County to
enforcement actions and in no way absolves Union County from past or future violation
of North Carolina General Statutes.
Correspondence pertaining to this moratorium should be sent to the letterhead
address. If you have any questions about this letter, please contact Jeff Poupart 919 733-5083
or Dee Browder 704 663-1699
Sincerely,
Paul Rawls
Section Chief
Surface Water Protection Section
Attachment
cc: Alan Klimek, Director
Paul Rawls, Surface Water Section Chief
Rick Shiver, Assistant Director Regional Operations
Mooresville Regional Office
Pretreatment, Emergency Response, and Collection Systems Unit
Central Files
PUBLIC NOTICE
SEWER MORATORIUM
CITY OF NEW BERN

3
The City of New Bern in Craven County cannot accept the discharge of additional waste
to it's wastewater collection system south of the Trent River effective January 16, 2007, due to the
excessive number of Sanitary Sewer Overflows that are occurring in this portion of the system. Therefore,
the City of New Bern is hereby placed on a sewer moratorium in regard to its wastewater collection
system south of the Trent River effective January 16, 2007.
On the basis of thorough staff review and application of Article 21 of Chapter 143, General Statutes
of North Carolina, Public Law 92-500 and other lawful standards and regulations, the North Carolina
Environmental Management Commission has determined that the City of New Bern is unable
to adequately collect and treat waste tributary to its wastewater collection system south of the Trent River.
North Carolina General Statute 143-215.67(a) directs that no person subject to the provision of
NCGS 143-215.1, 143-215.108 or 143-214.109 shall cause or allow the discharge of any wastes to a
disposal system in excess of the capacity, which the disposal system cannot adequately treat. The
moratorium on additional sewer connections will remain in effect until the City of New Bern has
rectified the current noncompliant condition of the facility and has obtained written permission from the
North Carolina Environmental Management Commission suspending the moratorium.
The permit RAJ €J exunifigggli,14 , V# a`., 9) and other information may be inspected during normal office hours at
the Division of Water Quality, Central Files, Archdale Building, 512 North Salisbury Street, Raleigh, North
Carolina, telephone: [phone]. Copies of the information on file are available upon request and
payment of the costs of reproduction.
Questions regarding the status of the sewer moratorium should be directed to City of New Bern at El
It fiAh'R(XV

r
UNION COUNTY PUBLIC WORKS
Christie L. Putnam, P.E., Interim Director
g?'"
Mr. D. Rex Gleason
NCDENR — DWQ
610 East Center Ave.
Suite 301
Mooresville, NC 28115
January 18, 2006
SUBJECT: Additional Information — As Requested
Sanitary Sewer Overflows
Twelve Mile Creek WWTP
Union County
Dear Mr. Gleason:
JAN 2 0 200(D
Union County Public Works (UCPW) is in receipt of a Request for Information (RFI)
dated -January 4, 2006. The Mooresville Regional Office is requesting an explanation of
the problem and associated corrective action to be taken to prevent SSO's from
occurring on a segment of sanitary sewer outfall just upstream of the Twelve Mile Creek
WWTP influent pump station. Please find the requested information below:
Problem — As mentioned in the RFI, SSO's occurred just upstream of the Twelve Mile
Creek WWTP influent pump station on March 1, 2005, March 17, 2005, March 28, 2005,
June 1 2005, and November 6, 2005 (UCPW RECORDS DO NOT REFLECT A SPILL
O► 11-6-05; IT IS ASSUMED THAT 11-6-05 IS A TYPO). These SSO's are all
associated with rain events greater than or equal too 1.0 inch. Rainfall data is typically
obtained from a rain gauge at the !N_ WTP. Due to "isolated thunderstorms", particularly
in the summer months, the WWTP gauge is the most representative source for rainfall
events and is the source rnost often used when reporting SSO's to DWQ. Below is a
table listing rain events greater than or equal to 1.0 inch and any SSO associated with
the event.
DATE
RAINFALL INCHES
SSO GALLONS
3-1-05
1.2
100,170
3-17-05
1.25
27,300
3-28-05 .
. 1.1
27,600
6-1-05
.4.2
57,600
6-29-05
3.2 •. •
0.0
7-4-05
2.2
0.0
7-8-05
1.4
0.0
400 North Church St. • Monroe, North Carolina 28112-4804 • Phone: [phone] • Fax: [phone]

DATE
RAINFALL INCHES
SSO GALLONS
7-21-05
2.0
0.0
8-15-05
2.5
0.0
10-7-05
1.7
0.0
11-22-05
1.75
0.0
12-5-06
1.7
960
12-16-05
2.1
0.0
Corrective Measures Taken - UCPW has contracted with the engineering firm
Hydrostructures to inspect every manhole in the Twelve Mile Creek WWTP service
area. To date approximately 3100 out of an estimated 6000 manholes have been
inspected. From the inspections, a prioritized repair list is generated. The list is given
to one of two dedicated I&I repair crews. Since June of 2005 at least 408 manhole
repairs have been made within the Twelve Mile Creek WWTP service area alone. A
summary of the repairs may be found in the table below:
TYPE OF REPAIR
NUMBER OF REPAIRS
Grout Steps
3
Install Inflow Collector Dishes
34
Grout Seams
2
Inject Joints With a Water Activated Resin
102
Grout Joints
115
Raised Manhole
12
Injected Cones with Water Activated Resin
1
Grouted Lift Holes
14
Injected Lift Holes
19
Grout Necks
39
Inject Pipe Connection w/ Resin
10
Grout Voids
5
Seal Frames
40
Reset Frames
4
Inject Bench Wall w/ Resin
6
Replace Frames
2
UCPW feels that the I&I reduction efforts are effective as evidenced by the declining
number and volume of SSO's associated with significant rain events. Staff estimates
that 476 gpm of active infiltration leaks have been stopped as a result of I&I reduction
efforts. The 476 gpm does not include the reduction of inflow resulting from the
installation of collector dishes, raising manhole, sealing frames etc.
Corrective measure Planned — UCPW plans to continue I&I reduction efforts and to
strengthen new construction standards in an effort to reduce/eliminate extraneous flow
at the source. Additionally, under ATC No. 085359A01 UCPW will be making
improvements to the Twelve Mile Creek WWTP that will increase the pumping and
treatment capacity of the facility in two phases. Phase I improvements will provide
interim capacity while Phase II improvements will increase the capacity of the WWTP
from 2.5 mgd to 6.0 mgd. Phase I improvements include:

1 Installation of three (3) larger influent pumps — 3000 gpm pumps will replace
existing 1500 gpm pumps.
1 Construction of a new MLSS distribution box and two (2) additional secondary
clarifiers.
1 Construction of RAS and WAS facilities to accommodate new clarifiers.
✓ Construction of a new aerobic digester.
✓ All plumbing and electrical work necessary to have a functional system.
Bids for the expansion of the Twelve Mile Creek WWTP were received November 14,
2005. A Pre -Construction meeting was held January 18, 2006. A Notice To Proceed is
anticipated to be issued February 1, 2006. Once the Notice To Proceed is issued the
contractor will have 270 calendar days to complete Phase I improvements and 810
calendar days to complete Phase II improvements. Based on information shared at the
Pre -Construction meeting, the contractor does not anticipate any difficulty in meeting
the schedule.
In closing I would like to assure you that UCPW has been and will continue to be
proactive in reducing SSO's. We are in the process of collecting data for the calibration
of a sewer model. The model will allow us to accurately predict required system
improvements such as the need to upsize or parallel lines as well as increasing
pumping capacity. I trust the information submitted adequately addresses your RFI. If
additional information is required, please do not hesitate to contact me at 704 296-4212.
Zlectfully,
hristie L. utnam, PE
Interim Director
CC: Mike Shalati, County Manager
Dee Browder, DWQ
Barbara Sifford, DWQ

\N A r Michael F. Easley_ Governor
!9Q William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
7
Alan W. Klimek, P. E. Director
—1 Division of Water Quality
'C
January 18, 2006
CF.RTWFIE) MAID
RETURN RECEIPT REQITESTF.i)
Ms. Christie L. Putnam, Interim Director
Union County Public Works
400 North Church St.
Monroe, NC 28112-4804
Subject:
Dear Ms Putnam:
Notice of Violation and Notice of
Recommendation for Enforcement
Tracking Number: NOV-2005-DV-0059
Incident Number: 200502957
Union County Collection System
Permit No. WQCS00054
Union County
Chapter 143, Article 21 of the North Carolina General Statutes (NCGS) authorizes and
directs the Environmental Management Commission of this Department to protect and preserve the
water resources of the State. The Division of Water Quality has the delegated authority to enforce
adopted pollution control rules and regulations.
On November 8, 2005, Mr. Jeff Carpenter of Union County Public Works Department
reported a sanitary sewer overflow at 227 King George Drive in The Reserve. An investigation was
conducted to determine the cause of the overflow. A plug had been left in the line from
construction of this phase of the development. A volume of 336,944 gallons was estimated to have
overflowed from this line. This is estimated from the construction completion date and the
occupancy of the development. A previous spill occurred on May 13, 2004 because of a plug left
in the line after construction. These discharges are a violation of North Carolina Administrative
Code (NCAC) 15A NCAC 2H.0227. Permit No. WQ0022237 Condition 3 requires the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227.
A discharge of sewage was occurring from a manhole on The Reserve property due
to a construction plug in the line.
NorthCarolina
,Naturally
7
NCGDEP�
N. C. Division of Water Quality, Mooresville Regional Office, 610 E. Center Ave, Suite 301, Mooresville NC 28115 [phone] Customer Service
1-877-623-674R

Page 2
Ms. Christine Putnam
January 18, 2006
Be advised that pursuant to NCGS 143-215.1(a)(1), No person shall make any outlets onto
land and into waters of the State unless that person has received a permit from the Department and
has complied with all conditions set forth in the permit. Be advised that NCGS 143-215.6A
provides for a civil penalty assessment of not more than twenty-five thousand dollars ($25,000.00),
or twenty-five thousand dollars ($25,000.00) per day when the violation is of a continuing nature,
against any person who is required but fails to apply for or to secure a permit required by
NCGS 143-215.1. Penalties may also be assessed for any damage to land and/or surface waters of
the State that may result from the nonpermitted discharge. You will he advised of any
enforcement recommendation.
It is also recommended that UCPW implement procedures to eliminate the potential for
recurrent construction unpermitted discharges. Furthermore, the collection system permits issued to
this facility for construction specify that the following criteria be met under 15 A NCAC 2H .0227:
It is requested that you respond, in writing, to this Notice, indicating measures taken to
prevent future spills of this nature. Please address your response to Ms. Barbara Sifford by no later
than February 20, 2006,
This letter is also to advise that this office is considering sending a recommendation for
enforcement to the Director of the Division of Water Quality for the noted discharges. If you have
an explanation for the violations that you wish to present, please include in the requested response.
Your explanation will be reviewed and if an enforcement action is still deemed appropriate, your
explanation will be forwarded to the Director along with the enforcement package for his
consideration.
If you have any questions concerning this matter please do not hesitate to contact
Ms. Sifford or me at 704-663-1699.
Sincerely,
D. Rex Gleason, P.E.
Water Quality Regional Supervisor
cc: Central Files
PERCS Unit- Raleigh
Union County Health Department

(.t
Michael F. Easley
Governor
William G. Ross, Jr.,Secretary
North Carolina Department of Environment and Natural Resources
Gregory J Thorpe,PhD.,Acting Director
Division of Water Quality
October 15, 2001
Jon C. Dyer, P.E.
Public Works Director
Union County Public Works
400 North Church Street
Monroe, North Carolina 28112-4804
Subject: Non -Discharge Facility Inspection
Sewer Collection System
Union County Public Works
Union County, North Carolina
Dear Mr. Dyer:
This letter transmits a copy of the inspection report covering the inspection conducted on September 25, 2001
by Mr. Don Price of this office. Mr. Price was accompanied by Mr. David H. Fox, Sewer Collection System ORC
for Union County Public Works.
Generally the inspection revealed that the sewer collection system is being properly operated and maintained.
However, there were some deficiencies noted that are set forth under "Additional Comments" in the attached
inspection report.
The County needs to take action to correct the noted deficiencies. It is requested that you respond to this matter
in writing by no later than November 2, 2001, indicating actions taken to correct the deficiencies. Please address
your response to Mr. Price. A copy of the relevant permit shell and excerpts from the regulation applicable to
collection system permitting are attached for your review.
If you have questions regarding this matter, please contact Mr. Price or me at [phone].
Sincerely,
i✓'. 1lam,�- . D. Rex Gleason, P.E.
Water Quality Regional Supervisor
Attachments
cc: Union County Department of Environmental Health
Non -Discharge Compliance/Enforcement Unit
David H. Fox, Union County Sewer Collection System ORC
ATA DP
NCDENR
Customer Service
1 800 623-7748
r
Mooresville Regional Office, 919 North Main Street, Mooresville, NC 28115 PHONE [phone]
FAX [phone]

4
NON -DISCHARGE COMPLIANCE INSPECTION
GENERAL INFORMATION
City/Town/Owner:Union County
Permittee Contact: Jon Dyer. P.E.
ORC Name:David H. Fox
24 hr Contact Name:David H. Fox
Permit No. NPDES: *
Issuance Date: *
Expiration Date:
If applicable, SOC Issuance Date:N/A
County:Union
Telephone No.:[phone]
Telephone No.:[phone]
Telephone No.:[phone]
WQ Permit No.: **
Issuance Date: **
Expiration Date: **
Expiration Date:N/A
Reason for Inspection
X ROUTINE COMPLAINT FOLLOW-UP
OTHER
Type of inspection
X Collection System Spray Irrigation
Sludge Other
Inspection Summary: (additional comments may be included on attached pages)
*The Union County Sewer Collection System is served by 7NPDES permitted facilities that
include the following :
- Twelve Mile Creek WWTP, NPDES Permit NC0085359, issued 05/01/96, expires 04/30/01.
Permit renewal has been applied for.
- Crooked Creek WWTP, NPDES Permit NC0069841, issued 04/01/00, expires 01/31/01.
Permit renewal has been applied for.
-Hunley Creek WWTP, NPDES Permit NC0072508, issued 04/01/01, expires 10/31/03.
- Tallwood WWTP, NPDES Permit NC0069523, issued 01/01/01, expires 10/31/03.
- Grassy Branch WWTP, NPDES Permit NC0085812, issued 11/01/96, expires 10/31/01.
Permit renewal has been applied for.
- Olde Sycamore WWT Spray Irrigation System, NPDES Permit WQ0011928, issued 07/27/97,
expires 03/31/01. Permit renewal has been applied for.
** The Sewer Collection System Permit number is WQCS00054. Issuance and expiration
dates are yet to be determined.
File review and site visit indicate the pump stations and associated sewer collection system are
being properly operated and maintained Due to the high number of pump stations, the
county should investigate installing telemetry at all pump stations.
Is a follow-up inspection necessary yes X no
Inspector(s) Name(s)/Title(s) Donald R. Price / Environmental Tech. V
Telephone No.: [phone] Fax No.[phone]
Date of Inspection: September 25, 2001

Permittee :
Facility :
Facility Location :
Union County Public Works
Union County Pubic Works currently owns and operates 68
pump stations. The following 12 pump stations were inspected
on September 25, 2001: the Funderburk Rd. pump station, the
Industrial Ventures pump station, the Brayfield pump station,
the Lake Park pump station, the Hawfield Lane pump station,
the Howie Mines grinder pump station #17, the Howie Mines
grinder pump station #19, the Howie Mines grinder pump
station #23, the Wysacky pump station #2, East Side pump
station #1, East Side pump station #2, and East Side pump
station #3.
The Funderburk Rd. pump station is located off of
Funderburk Rd., the Industrial Ventures pump station is
located at 2844 Grey Fox Rd., the Brayfield pump station is
located at the end of Nuthatch Drive, the Lake Park pump
station is located at 7709 Conifer Circle, the Hawfield Lane
pump station is located at the end of Hawfield Lane, the Howie
Mines grinder pump stations #17, #19, and #23 are located
along SR 1323 in Waxhaw, the Wysacky pump station #2 is
located behind the residence at 115 Essaw Rd., the East Side
pump station #1 is located at 3826 Monroe-Ansonville Rd., the
East Side pump station #2 is located at 1409 Hwy. 205, the East
Side pump station #3 is located at 4720 Monroe-Ansonville Rd.
Collection System File Review
1. Does DWQ Database indicate repetitive overflows at any point? Yes❑ No N/A❑
If yes, is there a corrective action plan? YesZ Non N/A❑
2. Do records include a map of the collection system? YesZ No N/A❑
3. Are there records of annual visual inspections of all lines not visible from
normal public access? YesZ Non N/AD
Regular visual inspections of high priority areas? Yes® No N/A❑
4. Do records indicate that right of ways are maintained to allow access? Yes /1 No N/A❑
5. Are there areas of regular or scheduled cleaning? Yes® No❑ N/A❑
6. Is there a spare parts inventory and list of contractors? Yes® No N/A❑
7. Is the spare parts inventory adequate? Yes® Non N/A❑
8. Are maintenance logs up-to-date and include inspections, tests, maintenance? Yes® No❑ N/A❑

%
Union County Public Works
Sewer Collection System
September 25, 2001
9. Is there a trouble log of all problems that include the following information? Yes No N/A❑
Overflows locations, who responded time/date, action taken, cause of
problem/overflow, and how the problem was resolved.
10. Does the Town have a Sewer Use Ordinance? Yes® Non N/A❑*
Does it appear the SUO is enforced? Yes® Non N/A❑
11. Does the system have any known points of bypass? YesE No /1 N/A❑
If yes, describe type of bypass and location. Yes No N/A®
12. Do records log pumpstation telemetry/SCADA notifications? Yes® No❑ N/A❑
ADDITIONAL COMMENTS RELATIVE TO ITEMS OF COLLECTION SYSTEM FILE REVIEW:
Item No. 10- The county has a Sewer Use Ordinance. The current ordinance should be updated to address the
public education program for fats, oil, and grease that will be required by the collection system permit.
Gravity Sewers
Manholes:
Are manholes accessible? Yes® No N/A❑
2. Are manhole covers above grade? Yes® No❑ N/A❑
Visible signs of overflow? YesE No N/A❑
Sinkholes or depressions? YesE No N/A❑
3. Are manhole covers missing or improperly seated? YesE No N/A❑
4. Are manholes in need of repair? YesE No N/A❑
Due to normal wear and tear? YesE No❑ N/A
Due to vandalism? Yes No❑ N/A®
5. Are inverts in need of repair? Yes No►j N/A❑
6. Is there evidence of collection system deterioration? YesE No N/A❑
7. Is flow visibly restricted in pipe or manhole? Yes No N/A❑
8. Is there an excessive amount of grease? YesE No N/A❑
Roots? Yes!: No N/A❑
Sand? Yes❑ No N/A❑
9. Is there evidence of submergence of vents? Yes❑ No N/A❑
10. Are bypass structures or pipes visible in manhole? Yes No N/A❑

2.
Union County Public Works
Sewer Collection System
September 25, 2001
Lines/Right-of-Ways:
1. Are easement, right-of-ways, in need of mowing or clearing?
Are sink holes or depressions observed above line?
3. Is there evidence of leakage or seepage from the line?
4. Are there areas of exposed line?
Are exposed lines constructed of piping other than ductile iron or comparable?
5. Are stream/ditch crossings and aerial supports in need of repair?
6. Are right-of-ways being used for roads?
7. Do lines show evidence or history of damage?
Yes❑
Yes❑
Yes❑
Yes®
Yes❑
Yes❑
YesE
YesE
No 1Z1
No®
No®
No❑
No®
No®
No®
No®
N/A❑
N/A❑
N/A ❑
N/A❑
N/A❑
N/A❑
N/A❑
N/A [1]
ADDITIONAL COMMENTS RELATIVE TO ITEMS OF COLLECTION SYSTEM GRAVITY SEWERS
REVIEW :
None.
Pump Stations/Siphons
1. Are any pump station/siphon sites difficult to access?
2. Does general housekeeping need improvement?
3. Are there any missing pumps?
4. Do wet wells/siphons have accumulations of debris that could potentially
affect the operation of the unit?
5. Does the first manhole up line from the pump station or siphon show signs
of backup, overflow, debris originating from the line?
6. Are there any floats/controls for pumps, alarms or alternators that does
not work?
7. Did high water alarms fail to work when tested?
8. Did ORC fail to produce maintenance log?
9. Is telemetry/SCADA present?
Operable?
Yes❑ No N/A❑
YesE No® N/A❑
Yes❑ No /i1 N/A❑
Yes❑ No N/A❑
Yes No►4 N/A❑
YesE No►1 N/A❑
Yes❑ No N/A❑
Yes❑ No N/A❑
YesE No N/A❑*
Yes /1 No❑ N/A❑

Union County Public Works
Sewer Collection System
September 25, 2001
l0. Are backflow devices in place and operable?
11. Where necessary are air relief valves present and operable?
12. Are standby generators present?
Operable?
Is fuel tank full?
13. Is there a 24 hr notification sign?
14. Is public access limited?
15. Is there any bypass mechanism present?
16. Any signs of overflow at the station/siphon?
17. Is there chemical addition present?
Odor control
❑ pH control
Other, explain a degreaser is used to prevent grease build-up in the sewage collection system.
Yes►X4 No❑ N/A❑
Yes/1 No_ N/A❑
Yes® No❑ N/A❑
Yes No❑ N/A❑
Yes® No❑ N/A❑
Yes No❑ N/A❑
Yes® No❑ N/A❑
Yes No N/A❑
Yes❑ No N/A❑
Yes® No❑ N/A❑
ADDITIONAL COMMENTS RELATIVE TO ITEMS OF COLLECTION SYSTEM PUMP STATION/SIPHON
REVIEW :
Item No.9- All pump stations in the system are not equipped with telemetry. Due to the large number of pump
stations, 68, it is recommended that all pump stations be equipped with telemetry to allow for improved emergency
notification.

UNION COUNTY PUBLIC WORKS
Christie L. Putnam, P.E., Interim Director
August 26, 2005
Ms. Barbara Sifford
NC DWQ
610 East Center Ave,
Suite 301
Mooresville, North Carolina 28115
0(yz'
SUBJECT: Reply — Non -Discharge Compliance Inspection
Wastewater Collection System
Permit No. WQCS00054
Union County
Dear Ms. Sifford:
allo '-''' •
Union County Public Works (UCPW) is in receipt of the Collection System Inspection
Report dated June 30, 2005. As per our telephone conversation on July 29, the report
was not received by UCPW until July 18, 2005 and as a result UCPW was given some
latitude with respect to the requested response date of July 30, 2005. The report
requested a written response on three (3) items. These items are 1) pump station
records for East Side Stations 1, 2 & 3 for the period January through July 2005, 2)
plans to eliminate Sanitary Sewer Overflows (SSO's) on the East Side and 3) plans to
eliminate SSO's within the Twelve Mile Creek WIMP service area. Please find the
requested information below:
Pump Station Records for East Side Stations 1, 2 & 3
Please find information as it relates to wastewater flow and pump run times for the
requested time period attached. The same information is being forwarded to you
electronically in an Excel format for convenient manipulation. Please note that UCPW
has flagged periods of extended pump run times, unbalanced pump run times and flows
that exceed the County's purchased capacity in the City of Monroe Wastewater
Treatment Plant (the information related to the City data is not necessarily pertinent for
DWQ purposes but none the less is informational and therefore included). The
extended run times are generally related to periods of rain while the unbalanced run
times appear to be somewhat sporadic and are being looked into. There are instances
in early 2005 where pump run times were not recorded.
If
400 North Church St. • Monroe, North Carolina 28112-4804 • Phone: [phone] • Fax: [phone]

Plans to Eliminate SSO's on the East Side
Inflow and Infiltration (I&I) is the major cause of SSO's on the East Side. Over the past
two to three years UCPW has invested extensive time and money in investigating and
systematically correcting I&I issues on the East Side. Corrections/repairs have been
undertaken based on priority. However, due to the chronic SSO situation within the
East Side system, UCPW undertook an aggressive and comprehensive rehabilitation
initiative in early 2005. Beginning February 3, 2005 contractors started the task of
rehabilitating all of Union County's East Side interceptor system. Over 20,000 linear
feet of pipe was rehabilitated using either cured -in -place, pipe bursting or dig -and -
replace techniques. Approximately 85 manholes were completely rehabilitated or
replaced. The project was 50% complete by the end of April and substantially complete
by June 15, 2005. Construction cost was approximately $1.4 million. Although UCPW is
pleased with the final product and the resulting reduction of extraneous flow
experienced to date, it is unlikely that all SSO's will be eliminated since the scope of the
project did not include the rehabilitation of satellite systems which are owned and
operated by different municipalities and are known to contribute significant wet -weather
flow to the East Side interceptor system.
New pump controllers have been installed within the past few months at each of the
three East Side stations. The controllers are manufactured by Data Flow Systems
and not only control pump start, stop and alternation, but provide comprehensive data
logging and trending functions. UCPW is developing Standard Operating Procedures
for routine review and interpretation of the available data as part of our preventative
maintenance program. We are confident this will add strength to the management and
operation of our system. Additional information on the controllers may be found at
dataflowsys.com.
Plans to Eliminate SSO's in the Twelve Mile Creek Service Area
I&I is the major cause of SSO's in the Twelve Mile Creek service area. Unlike the East
Side, sewer pipes (collectors and interceptors) in the Twelve Mile Creek WWTP service
area are predominately Tess than 10 years old and consequently in very good condition.
An exception to this is the collection system serving the Town of Waxhaw. Beginning in
May 2004 rehabilitation efforts on a prioritized portion of the aged Waxhaw system were
initiated. The work was completed in two (2) phases. Phase 1 consisted of the
construction of approximately 4000 linear feet of 8-inch PVC/DIP gravity sewer and 20
manholes to replace aged infrastructure serving a large portion of the Wysacky Park
area of Waxhaw. Phase 2 included the construction of approximately 6400 linear feet of
8-inch PVC/DIP gravity sewer and 36 manholes to replace aged infrastructure serving
downtown. The work is now substantially complete and UCPW expects to realize a
significant reduction in the amount of I&I entering the sanitary sewer system from the
areas served by the project. Construction cost was approximately $1.0 million.
As previously mentioned, the Twelve Mile Creek sanitary sewer system is fairly young
and in good shape as a whole. However, through flow monitoring and manhole
inspections it has been determined that manholes in general are the weakest link in the
chain as far as I&I is concerned.
Page 2of3

UCPW is taking the following steps (system wide) to correct and prevent deficiencies
associated with manholes:
✓ We have contracted with the engineering firm Hydrostructures to evaluate
every manhole in our system. Hydrostructures is currently evaluating the
Twelve Mile Creek WWTP service area. They are providing UCPW with an
updated repair list on a weekly basis. In turn UCPW is utilizing it's dedicated
4-man I&I crew to make repairs on a prioritized basis. UCPW owns a
cementitious spray rig, and as a result, our in-house rehab abilities are
comprehensive.
✓ UCPW is working toward modifying our Construction Specifications to include
guidelines for vacuum testing all manholes prior to activation (currently only
collector/interceptor manholes are vacuum tested).
✓ UCPW is working toward modifying our Construction Specifications as they
relate to the elevation of manholes and pump stations within the 100-year
floodplain. Existing manholes are raised and/or appropriate lids and
appurtenances are installed when needed.
In addition to the above, UCPW continues to inspect every lateral within new
subdivisions via CCTV prior to final acceptance of the line. All new collection and
interceptor lines are inspected by UCPW during construction and must pass a series of
tests, including pressure testing, before they are activated.
UCPW has contracted with the engineering firm CDM to develop a comprehensive
sewer model. The detailed infrastructure information required to build the model is
currently being gathered. UCPW met with CDM August 24 to discuss the number and
locations of portable flow meters that will be required to calibrate the Twelve Mile Creek
portion of the model. It is anticipated that the flow data will be collected in the January
through April 2006 time frame. The model is expected to be ready for use by latter
2006. It is anticipated that the model will prove to be a most useful tool when sizing
facilities for future flows.
In closing, I want to emphasize that UCPW takes great pride in the management,
operation and maintenance of our wastewater facilities and strives to provide
environmentally friendly wastewater collection, treatment and disposal services for our
customers and residents. I hope this response has adequately addressed any
questions and concerns you may have. If additional discussion is required, please do
not hesitate to contact me at [phone].
Re
ar
Assist. nt Director
p f
Attachments
Page 3 of 3

Station l Flow
January 2005 through July 2005

STATION I FLOW
JULY 2005
A
B l C
D
E
1
EAST SIDE STATION I
2
DATE
STAT #1 DAILY
FLOW (MGD)
PUMP "A" RUN
TIME (HRS)
PUMP "B" RUN TIME
(HRS)
TOTAL RAIN FALL
(INCHES)
3
7/1/2005
_ _ 2,067,900.01
1,304,700.0
13
10
0.0501
4
7/2/2005
9
7
0
5
7/3/2005
880,900.0
5
5
0
6
7/4/2005
1,442,400.0
9
8
0
7
7/5/2005
1,905,400.0
13
8
0
8
7/6/2005
1,681,700.0
10
10
0.0002
9
7/7/2005
1,951,200.0
2,117,100.0 ;
665,300.0
12
11
0.82
10
7/8/2005
11
13
0
11
7/9/2005
4
4
0.01
12
7/10/2005
844,200.0
4
5
0
13
7/11/2005
1,432,200.0
9
8
0.0802
14
7/12/2005
1,016,400.0
6
6
0.0001
15
7/13/2005
1,550,000.0
8
9
0.0004
16
7/14/2005
2,074,700.0
1,278,300.0
10
11
0.0002
17
7/15/2005
9
17
6
15
18
8
9
2
0
0
1
8
0
18
7/16/2005
1,067,600.0
0.0003
19
7/17/2005
541,500.0
0
20
7/18/2005
1,250,700.0
0
21
7/19/2005
1,673,700.0
0
22
7/20/2005
1,418,100.0
0.0002
23
7/21/2005
1,292,900.0
8
7
1.4701
24
7/22/2005
1,410,500.0
8
8
0.0903
25
7/23/2005
1,068,600.0
8
7
0
26
7/24/2005
686,900.0
4
4
0
27
7/25/2005
915,000.0
5
5
0
28
7/26/2005
1,547,800.0
9
15
30
. 17
7
9
6
3
7
7
0
29
7/27/2005
1,450,200.0
0
30
7/28/2005
1,742,800.0
1.0601
31
7/29/2005
1,667,700.0
0.2102
32
7/30/2005
1,336,900.0
0.4705
33
7/31/2005
1,772,800.0
13
10
0.1006
34
35
Average
1,388,906.5
10.3
6.7
36
Total
43,056,100.0
320
208
4.3635
37
,
38
exceed 1.95 mgd purchase capacity
39
40
> 24 hrs run time
41
42
run time variance

STATION I FLOW
JUNE 2005
EAST SIDE STATION I
DATE
STAT #1 DAILY
FLOW (MGD)
PUMP "A" RUN
TIME (HRS)
PUMP "B" RUN
TIME (HRS)
TOTAL RAIN
FALL
(INCHES)
6/1/2005
1, 817, 500.0 11
10
0.8703
6/2/2005
a 2,161,200.01
_ 3,111,600.0 '
17
10
2.1803
6/3/2005
23
18
0.0503
6/4/2005
1,221,100.0
9
6
0
6/5/2005
1,217,500.0
7
7
0
6/6/2005
1,236,300.0
7
8
0.0101
6/7/2005
1,720,000.0
10
12
0.0802
6/8/2005
1,481,600.0
9
9
0.3902
6/9/2005
` 1,977900.0 ;
13
11
0.3903
6/10/2005
1,716,200.0
13
9
0.68
6/11/2005
1,604,700.0
10
10
0.01
6/12/2005
1,198,600.0
7
8
0.0002
6/13/2005
1,438,400.0
9
8
0.0904
6/14/2005
1,548,000.0
8
10
0
6/15/2005
1,294,600.0
7
8
0
6/16/2005
2,014,900.0 '
11
12
0
6/17/2005
1,153, 700.0
7
7
0
6/18/2005
748,000.0
4
5
0
6/19/2005
537,000.0
3
4
0
6/20/2005
745,000.0
4
3
0
6/21/2005
1,353,900.0
8
8
0
6/22/2005
1,458,200.0
8
9
0
6/23/2005
1,203,300.0
7
7
0
6/24/2005
1, 762, 000.0
10
11
0
6/25/2005
1,010,000.0
5
5
0
6/26/2005
725,400.0
1
5
0.0806
6/27/2005
930,600.0
6
3
0.2301
6/28/2005
1,430,800.0
7
11
4.0503
6/29/2005
2,554,200.0
C_ . 2,130,000.0
14
20
0.1201
6/30/2005
12
12
0
Average
1,483,406.7
8.9
8.9
Total
44,502,200.0
267
266
9.2334
' exceed 1.95 mgd purchase capacity
> 24 hrs run time
run time variance

STATION I FLOW
MAY 2005
EAST SIDE STATION I
DATE
STAT #1 DAILY
FLOW (MGD)
PUMP "A" RUN
TIME (HRS)
PUMP "B"
RUN TIME
(HRS)
TOTAL RAIN
FALL
(INCHES)
5/1/2005
1,065,700.0
6
8
0.1901
5/2/2005
1,816,000.0
9
13
0
5/3/2005
1,637,700.0
7
13
0
5/4/2005
1, 740, 000.0
6
16
0
5/5/2005
1, 837, 800.0
8
16
0.0707
5/6/2005
1,335,900.0
7
10
0.0205
5/7/2005
1,463,700.0
8
10
0
5/8/2005
919,900.0
5
6
0
5/9/2005
1,493,700.0
8
10
0
5/10/2005
1,613,200.0
8
12
0.2202
5/11/2005
1,267,100.0
6
9
0
5/12/2005
1, 872, 300.0
11
14
0.1
5/13/2005
1,513,300.0
6
12
0.0001
5/14/2005
1,098,700.0
6
8
0.0002
5/15/2005
967,700.0
5
7
0.0002
5/16/2005
1,068,100.0
6
7
0
5/17/2005
1,701,500.0
9
11
0
5/18/2005
1,970,600.0
6
7
0
5/19/2005
1,762,000.0
9
12
0.0001
5/20/2005
1, 930, 200.0
5
7
0.7004
5/21/2005
956,400.0
5
6
0
5/22/2005
564,700.0
4
4
0
5/23/2005
931, 900.0
5
6
0
5/24/2005
1,647,900.0
6
14
0
5/25/2005
1,632,900.0
8
12
0
5/26/2005
1,857,200.0
10
13
0
5/27/2005
1,139, 300.0
6
7
0.0003
5/28/2005
689,900.0
4
5
0.0004
5/29/2005
534,200.0
3
3
0.5701
5/30/2005
905,700.0
6
5
0
5/31/2005
1,466,300.0
7
9
0
Average
1,367,790.3
6.6
9.4
Total
42,401,500.0
205
292
1.8733
• ' exceed 1.95 mgd purchase capacity
> 24 hrs run time
run time variance

STATION I FLOW
APRIL 2005
EAST SIDE STATION I
DATE
STAT #1
DAILY FLOW
(MGD)
PUMP "A" RUN
TIME (HRS)
PUMP "B"
RUN TIME
(HRS)
TOTAL RAIN
FALL
(INCHES)
4/1/20051—
3,286,400.0
24
5
8
8
11
25
15
13
16 j
11
0.0201
4/2/2005
1,713,500.0
0.0404
4/3/2005
1,746,300.0
0
4/4/2005
1,974,200.0 '
0
4/5/2005
1,811,600.0
0
4/6/2005
,2„085,4.00.0:
•2,306,600.0
[2,024 800.o .
1,096,200.0
9
17
0
4/7/2005
14
7 •
6
16
18
0.1404
4/8/2005
0.0806
4/9/2005
8
0.0403
4/10/2005
1,275,500.0
7
9
0
4/11/2005
. 2,099,600.0 ,
7
i 6
C 17
19
17
0
4/12/2005
1,882,200.0
0.8202
4/13/20051
2,772,500.0
; 3,656,000.0 .
22
0.6204
4/14/2005
27 27 J 0.1102
4/15/2005
1,595,000.0
16
19
0
4/16/2005
1,479,900.0
8
7
0
4/17/2005
1,849,900.0
8
10
0
4/18/2005t
'' 2,485,100.0
11
14
0
4/19/2005
1,945,400.0
24
9
0
4/20/2005
1,379,400.0
12
14
0
4/21/2005
1,379,400.0
8
10
0
4/22/2005
2,126,100.0 °
11
16
0.17
4/23/2005
1,651,000.0
8
12
0.0201
4/24/2005
1,175,400.0
7
16
0 _
4/25/2005
1,435,800.0
8
10
0
4/26/2005
1,744,200.0
10
12
0.0605
4/27/2005
1,681,900.0
T 6 16
8 19
5 14
0.0102
4/28/2005
``2,126,100.0
0
4/29/2005
1, 546, 800.0
0.0001
4/30/2005
1,226,400.0
6
9
0.1201
Average
1,885,286.7
10.4
14.7
Total
56,558,600.0
312
440
2.2536
exceed 1.95 mgd purchase capacity
> 24 hrs run time
- - run time variance

STATION I FLOW
MARCH 2005
EAST SIDE STATION I
DATE
STAT #1 DAILY
FLOW (MGD)
PUMP "A" RUN
TIME (HRS)
PUMP "B" RUN
TIME (HRS)
TOTAL RAIN
FALL (INCHES)
3/1/2005
3,066,700.0I
2,612,500.0
2,382,900.0 ;
2,048,500.01
N/A
N/A
0
3/2/2005
N/A
N/A
0 _
3/3/2005
N/A
N/A
0
3/4/2005
N/A
N/A
0
3/5/2005
1,644,200.0
N/A
N/A
0.01
3/6/2005
1,429,000.0
N/A
N/A
0 _
3/7/2005
1,358,700.0
N/A
N/A
0.1601
3/8/2005
1,587,200.0
N/A
N/A
0.4902
3/9/2005
3,579,500.0 '
L 2,211,100.0
N/A
N/A
0
3/10/2005
N/A
N/A
0
3/11/2005
1,828,600.0
N/A
N/A
0.0002
3/12/2005
1,029,500.0
N/A
N/A
0
3/13/2005
1,162, 000.0
N/A
N/A
0
3/14/2005
1,897,400.0
N/A
N/A
0.1403
3/15/2005
2,000,900.0 '
5
21
16
29 I
0
3/16/2005
1,757,800.0 6
1.0002
3/17/2005
3,694,200.0
3,025,000.0 ;
2,340,000.0
28
0.1106
3/18/2005
22 I 22
0
3/19/2005
_ 5
: 34
43 0
3/20/2005
1,820,600.0
25 j 0
3/21/2005
2,167,000.0�
2,082,300.0
2,442,200.0
_ 3,000,000.0 .
_
- 12
16
0
3/22/2005
13
17
0.2401
3/23/2005
19
16
0.0001
3/24/2005
27 1
! 27
14
0
3/25/2005
988,000.0
16
0
3/26/2005
1,262, 000.0
7
8
0
3/27/2005
144,000.0
6
7
0.2602
3/28/2005
1,522,300.0
19
12
0.8506
3/29/2005
4,037,500.0 25
3,063,300.0 11
L , 2,412,400.0 7
25 _
28 j
23 : j
0
3/30/2005!
0
3/31/2005
0.5702
Average
2,116,041.9
16.1
19.9
Total
65, 597, 300.0
273
338
3.8328
exceed 1.95 mgd purchase capacity
> 24 hrs run time
run time variance

STATION I FLOW
FEBRUARY 2005
EAST SIDE STATION I
DATE
STAT #1 DAILY
FLOW (MGD)
PUMP "A" RUN
TIME (HRS)
PUMP "B" RUN
TIME (HRS)
TOTAL RAIN
FALL (INCHES)
2/1/2005 2,003,300.0 N/A
N/A
0
2/2/2005
1,881,800.0
N/A
N/A
0.0002
2/3/20051 __ 2;087,900.0 1 N/A
N/A
0.5002
2/4/2005
1,731,600.0
N/A
N/A
0
2/5/2005
1,383,600.0
N/A
N/A
0
2/6/20051 2,771,800.0 '
N/A
N/A
0
2/7/2005
1,542,100.0
N/A
N/A
0
2/8/2005
1,905,000.0
N/A
N/A
0.0102
2/9/2005
2,083,000.0
3,210,000.0
N/A
N/A
0.0105
2/10/20051
N/A
N/A
0
2/11/2005
1,418,000.0
N/A
N/A
0
2/12/20051 _ 4,292,300.01 N/A
N/A
0
2/13/2005
1,353,000.0
N/A
N/A
0.0505
2/14/2005
i, 4,261,400 d 1
2,331,100.0 f
2,202,000.0 i
r 2,250,000.0 '
2,071,100.0 1
2,032,400.0I
5,591,000.0 1
N/A
N/A
0.3803
2/15/2005
N/A
N/A
0
2/16/20051
N/A
N/A
0.0701
2/17/2005
N/A
N/A
0
2/18/2005
N/A
N/A
0
2/19/2005'
N/A
N/A
0
2/20/20051
N/A
N/A
0.121
2/21/2005
1, 648, 300.0 N/A
N/A
0.3504
2/22/2005
2,747,600.01
2,590,600.0 j
2,689,700.01
2,852,700.0 1
N/A
N/A
0
2/23/2005
N/A
N/A
0
2/24/2005
N/A
N/A
0.3703
2/25/2005
N/A
N/A
0
2/26/2005
1,704,100.0
N/A
N/A
0
2/27/2005
1,270,200.0
N/A
N/A
0.4002
2/28/2005.
2,810,600.0 N/A
N/A
0.4601
Average
2,382,721.4
Total
66,716,200.0
2.724
exceed 1.95 mgd purchase capacity

STATION I FLOW
JANUARY 2005
EAST SIDE STATION
DATE
STAT #1 DAILY
FLOW (MGD)
PUMP "A" RUN
TIME (HRS)
PUMP "B" RUN
TIME (HRS)
TOTAL RAIN
FALL
(INCHES)
1/1/2005
184,700.0
N/A
N/A
0
1/2/2005
1,580,900.0
N/A
N/A
0
1/3/2005
' 2,649,000.0 : N/A
N/A
0
1/4/2005
1,475,900.0
N/A
N/A
0
1/5/2005
1,841,800.0
N/A
N/A
0
1/6/2005
1,656,900.0
N/A
N/A
0.0102
1/7/2005
1,919,000.0
N/A
N/A
0.1002
1/8/2005
1,067,900.0
N/A
N/A
0.0101
1/9/2005
902,300.0
N/A
N/A
0
1/10/2005
1,502,300.0
N/A
N/A
0
1 /11 /2005
1,712,200.0
N/A
N/A
0
1/12/2005
1,634,300.0
N/A
N/A
0.01
1 /13/2005
, 2335,400.0
3,031,500.0
N/A
N/A
0.0103
1/14/2005'
N/A
N/A
1.8002
1/15/2005
1,827,300.0
N/A
N/A
0
1/16/2005
., 2,470,200.0 I N/A
N/A
0
1/17/2005
1,938,300.0
N/A
N/A
0
1/18/2005
,. 2,630,800.0 s N/A
N/A
0
1/19/2005
1,943,600.0
N/A
N/A
0.0001
1/20/2005
. 1,984,700.0
2,012,200.0
N/A
N/A
0
1/21/2005
N/A
N/A
0
1/22/2005
1,262,000.0
N/A
N/A
0.0006
1/23/2005
1,098,700.0
N/A
N/A
0
1/24/2005
1,963,200.0
N/A
N/A
0
1/25/2005
1, 810,100.0
N/A
N/A
0
1/26/2005
1,407,200.0
_ N/A
N/A
0.0002
1 /27/2005
? 3,113,200.07 N/A
N/A
0
1/28/2005
781,300.0
N/A
N/A
0
1/29/2005
1,356,000.0
N/A
N/A
0.2503
1/30/2005
1,570,400.0
N/A
N/A
0.1901
1/31/2005
1,924,500.0
N/A
N/A
0
Average
1, 760, 896.8
Total
54,587,800.0
2.3823
exceed 1.95 mgd purchase capacity

Station Flow
January 2005 through July 2005

STATION II FLOW
JULY 2005
A
B
C
D
E
1
EAST SIDE STATION II
2
DATE
STAT #2 DAILY
FLOW (MGD)
PUMP "A" RUN
TIME(HRS)
PUMP "B" RUN
TIME (HRS)
TOTAL RAIN FALL
(INCHES)
3
7/1/2005
1,654,000.0
17
19
0.0501
4
7/2/2005
935,000.0
9
8
0
5
7/3/2005
602,000.0
6
7
0
6
7/4/2005
1,081,000.0
10
11
0
7
7/5/2005
1,528,000.0
15
17
0
8
7/6/2005
1,177, 000.0
13
10
0.0002
9
7/7/2005
1,499,000.0
16
18
0.82
10
7/8/2005
1, 551, 000.0
15
16
0
11
7/9/2005
424,000.0
5
5
0.01
12
7/10/2005
500,000.0
5
4
0
13
7/11/2005
1, 013, 000.0
5
9
0.0802
14
7/12/2005
761,000.0
12
9
0.0001
15
7/13/2005
1, 051, 000.0
7
10
0.0004
16
7/14/2005
1,366,000.0
12
15
0.0002
17
7/15/2005
1, 047, 000.0
14
8
0
18
7/16/2005
737,000.0
14
6
0.0003
19
7/17/2005
329,000.0
10
3
0
20
7/18/2005
902,000.0
3
6
0
21
7/19/2005
1, 293, 000.0
13
18
0
22
7/20/2005
908,000.0
10
14
0.0002
23
7/21/2005
1,040,000.0
4
8
1.4701
24
7/22/2005
1, 222, 000.0
15
12
0.0903
25
7/23/2005
762, 000.0
14
8
0
26
7/24/2005
461, 000.0
9
3
0
27
7/25/2005
733, 000.0
4
6
0
28
7/26/2005
1,179, 000.0
9
12
0
29
7/27/2005
1,169, 000.0
12
13
22
16
13
12
6
14
9
12
0
30
7/28/2005
1, 358, 000.0
1.0601
31
7/29/2005
1,331,000.0
0.2102
32
7/30/2005
1,068,000.0
0.4705
33
7/31/2005
1,299,000.0
0
34
35
Average
1,031,612.9
11.0
10.2
36
Total
31,980,000
342
315
4.2629
37
-
38
RUN TIME > 24 HRS
39
40
RUN TIME VARIANCE

STATION II FLOW
JUNE 2005
EAST SIDE STATION II
DATE
STAT #2
DAILY FLOW
(MGD)
PUMP "A" RUN
TIME (HRS)
PUMP "B" RUN
TIME (HRS)
TOTAL RAIN
FALL
(INCHES)
6/1/2005
1,031,000.0
6
9
0.8703
6/2/2005
1,618, 000.0
18
11
2.1803
6/3/2005
2,383,000.0 24 ' 17
0.0503
6/4/2005
786,000.0
8
5
0
6/5/2005
807, 000.0
6
6
0
6/6/2005
897,000.0
9
7
0.0101
6/7/2005
1, 518, 000.0
14
10
0.0802
6/8/2005
900,000.0
8
6
0.3902
6/9/2005
1, 387, 000.0
13
11
0.3903
6/10/2005
1, 249, 000.0
16
10
0.68
6/11/2005
1, 087, 000.0
18
15
19
17
17
28
9
8 1
3
3
5
4
4
8
0.01
6/12/2005
793,000.0
0.0002
6/13/2005
985,000.0
0.0904
6/14/2005
1,081,000.0
0
6/15/2005
1, 587, 000.0
0
6/16/2005
1,498,000.0
0
6/17/2005
833,000.0
0
6/18/2005
532,000.0
5
4
0
6/19/2005
354,000.0
4
3
0
6/20/2005
512, 000.0
5
4
0
6/21/2005
956,000.0
11
6
0
6/22/2005
1,145, 000.0
15
6
0
6/23/2005
2,213,000.0
9
12
0
6/24/2005
714,000.0
17
14
0
6/25/2005
525,000.0
9
6
0
6/26/2005
659,000.0
5
5
0.0806
6/27/2005
554,000.0
7
7
0.2301
6/28/2005
1,102, 000.0
9
14
4.0503
6/29/2005
2,026,000.0
23
21
0.1201
6/30/2005
1,444, 000.0
15
15
0
Average
1,105, 866.7
12.6
8.1
Time
33,176,000
379
244
9.2334
i
RUN TIME > 24 HRS
' ` RUN TIME VARIANCE

STATION II FLOW
MAY 2005
EAST SIDE STATION II
DATE
STAT #2 DAILY
FLOW (MGD)
PUMP "A"
RUN TIME
(HRS)
PUMP "B" '
RUN TIME
(HRS)
TOTAL RAIN
FALL
(INCHES)
5/1/2005
726,000.0
9
6
0.1901
5/2/2005
1, 321, 000.0
9
16
0
5/3/2005
1,192, 000.0
10
14
0
5/4/2005
1,319,000.0
6
6
5
6
13
18
6
4
5
3
10
21
21
16
15
3
10
19
15 j
25 i
15
10
0
5/5/2005
1,279,000.0
0.0707
5/6/2005
1, 012, 000.0
0.0205
5/7/2005
1,036,000.0
0
5/8/2005
594,000.0
0
5/9/2005
1, 043, 000.0
0
5/10/2005
1,184,000.0
0.2202
5/11/2005
721,000.0
0
5/12/2005
1,477,000.0
0.1
5/13/2005
870,000.0
0.0001
5/14/2005
746, 000.0
0.0002
5/15/2005
597,000.0
16
3
0.0002
5/16/2005
743,000.0
8
10
0
5/17/2005
1,198, 000.0
13
16
0
5/18/2005
797,000.0
6
13
0
5/19/2005
998,000.0
9
14
0.0001
5/20/2005
836,000.0
7
13
0.7004
5/21/2005
641,000.0
10
8
0
5/22/2005
320,000.0
11
1
0
5/23/2005
614,000.0
10
8
0
5/24/2005
1,211,000.0
1 24
24
15
0
5/25/2005
1,231, 000.0
16
0
5/26/2005
1,426,000.0
17
14
0
5/27/2005
807,000.0
7
5
0.0003
5/28/2005
504,000.0
4
4
0.0004
5/29/2005
291, 000.0
2
2
0.5701
5/30/2005
655,000.0
4
6
0
5/31/2005
1,548, 000.0
11
13
0
Average
933,451.6
9.5
11.8
Total
28,937,000
293
367
1.8733
RUN TIME > 24 HRS
d RUN TIME VARIANCE

STATION II FLOW
APRIL 2005
EAST SIDE STATION II
DATE
STAT #2 DAILY
FLOW (MGD)
PUMP "A" RUN
TIME (HRS)
PUMP "B" RUN
TIME (HRS)
TOTAL RAIN FALL
(INCHES)
4/1/2005
2,421,000.0
N/A
N/A
0.0201
4/2/2005
1,231,000.0
15
14
0.0404
4/3/2005
1,182,000.0
8
4
0
4/4/2005
1,437,000.0
12
16
0
4/5/2005
1,379,000.0
11
16
0
4/6/2005
1,465,000.0
19
17
0
4/7/2005
1,589,000.0
19
18
0.1404 _
4/8/2005
1,579,000.0
18
18
0.0806
4/9/2005
732,000.0
4
7
0.0403
4/10/2005
828,000.0
8
9
0
4/11/2005
1,500,000.0
12
19
0
4/12/2005
1,257,000.0
8
17
0.8202
4/13/2005
2,007,000.0
20
23
0.6204
4/14/2005
2,804,000.0 ' 26 26
0.1102
4/15/2005
1,829,000.0
18
19
0
4/16/2005
1,171,000.0
12
10
0
4/17/2005
1,052,000.0
12
6
0
4/18/2005
1,347,000.0
12
13
0
4/19/2005
1,703,000.0
16
22
0
4/20/2005
1,657,000.0
17
19
0
4/21/2005
1,104,000.0
8
14
0
4/22/2005
1,626,000.0
s 12` 20 0.17
4/23/2005
1,207,000.0
13
11
0.0201
4/24/2005
820,000.0
9
6
0
4/25/2005
1,052,000.0
15
6
0
4/26/2005
1,194,000.0
15
9
0.0605
4/27/2005
1,412,000.0
' 10 18
10 22
0.0102
4/28/2005
1,672,000.0
0
4/29/2005
906,000.0
8
9
0.0001
4/30/2005
1,019,000.0
5
13
0.1201
Average
1,406,066.7
12.8
14.5
Total
42,182,000.0
372
421
2.2536
I RUN TIME > 24
HRS
RUN TIME VARIANCE

STATION II FLOW
MARCH 2005
EAST SIDE STATION II
DATE
STAT #2 DAILY
FLOW (MGD)
PUMP "A" RUN
TIME (HRS)
PUMP "B" RUN
TIME (HRS)
TOTAL RAIN
FALL (INCHES)
3/1/2005
2,345,000.0
N/A
N/A
0
3/2/2005
1, 936, 000.0
N/A
N/A
0
3/3/2005
1,803,000.0
N/A
N/A
0
3/4/2005
1,491,000.0
N/A
N/A
0
3/5/2005
1,060,000.0
N/A
N/A
0.01
3/6/2005
898,000.0
N/A
N/A
0
3/7/2005
1,075,000.0
N/A
N/A
0.1601
3/8/2005
1,146,000.0
N/A
N/A
0.4902
3/9/2005
2,707,000.0
N/A
N/A
0
3/10/2005
1,589,000.0
N/A
N/A
0
3/11/2005
1,387,000.0
N/A
N/A
0.0002
3/12/2005
717,000.0
N/A
N/A
0
3/13/2005
787,000.0
N/A
N/A
0
3/14/2005
1,390,000.0
N/A
N/A
0.1403
3/15/2005
1,496,000.0
N/A
N/A
0
3/16/2005
1,287,000.0
N/A
N/A
1.0002
3/17/2005
2,875,000.0
N/A
N/A
0.1106
3/18/2005
2,401,000.0
N/A
N/A
0
3/19/2005
1,580,000.0
N/A
N/A
0
3/20/2005
1,244,000.0
N/A
N/A
0
3/21/2005
1,531,000.0
N/A
N/A
0
3/22/2005
1,618,000.0
N/A
N/A
0.2401
3/23/2005
1,865,000.0
N/A
N/A
0.0001
3/24/2005
2,207,000.0
N/A
N/A
0
3/25/2005
680,000.0
N/A
N/A
0
3/26/2005
845,000.0
N/A
N/A
0
3/27/2005
736,000.0
N/A
N/A
0.2602
3/28/2005
1, 037, 000.0
N/A
N/A
0.8506
3/29/2005
3,092,000.0
N/A
N/A
0
3/30/2005
1,262,000.0
N/A
N/A
0
3/31/2005
1,744,000.0
N/A
N/A
0.5702
Average
1,542,935.5
Total
47,831,000.0
3.8328

STATION II FLOW
FEBRUARY 2005
EAST SIDE STATION II
DATE
STAT #2 DAILY
FLOW (MGD)
PUMP "A"
RUN TIME
(HRS)
PUMP "B"
RUN TIME
(HRS)
TOTAL
RAIN FALL
(INCHES)
2/1/2005
1,499,000.0
N/A
N/A
0
2/2/2005
450,000.0
N/A
N/A
0.0002
2/3/2005
1,430,000.0
N/A
N/A
0.5002
2/4/2005
1,246,000.0
N/A
N/A
0
2/5/2005
2,866,000.0
N/A
N/A
0
2/6/2005
1,068,000.0
N/A
N/A
0
2/7/2005
2,126,000.0
N/A
N/A
0
2/8/2005
1, 065, 000.0
N/A
N/A
0.0102
2/9/2005
1,413,000.0
N/A
N/A
0.0105
2/10/2005
1,526,000.0
N/A
N/A
0
2/11/2005
1,477,000.0
N/A
N/A
0
2/12/2005
1,593,000.0
N/A
N/A
0
2/13/2005
1,442,000.0
N/A
N/A
0.0505
2/14/2005
1,558,000.0
N/A
N/A
0.3803
2/15/2005
1,700,000.0
N/A
N/A
0
2/16/2005
1,670,000.0
N/A
N/A
0.0701
2/17/2005
1,583,000.0
N/A
N/A
0
2/18/2005
1,751,000.0
N/A
N/A
0
2/19/2005
846,000.0
N/A
N/A
0
2/20/2005
1,026,000.0
N/A
N/A
0.121
2/21/2005
772,000.0
N/A
N/A
0.3504
2/22/2005
2,074,000.0
N/A
N/A
0
2/23/2005
2,013,000.0
N/A
N/A
0
2/24/2005
1,467,000.0
N/A
N/A
0.3703
2/25/2005
3,893,000.0
N/A
N/A
0
2/26/2005
952,000.0
N/A
N/A
0
2/27/2005
978,000.0
N/A
N/A
0.4002
2/28/2005
N/A
N/A
0.4601
Average
1,536,444.4
Total
41,484, 000.0
2.7

STATION II FLOW
JANUARY 2005
EAST SIDE STATION II
DATE
STAT #2 DAILY
FLOW (MGD)
PUMP "A"
RUN TIME
(HRS)
PUMP "B" RUN
TIME (HRS)
TOTAL RAIN
FALL (INCHES)
1/1/2005
905,000.0
N/A
N/A
0
1/2/2005
310,000.0
N/A
N/A
0
1/3/2005
519,300.0
N/A
N/A
0
1/4/2005
1,009,000.0
N/A
N/A
0
1/5/2005
1,246,000.0
N/A
N/A
0
1/6/2005
1,179, 000.0
N/A
N/A
0.0102
1/7/2005
1,342,000.0
N/A
N/A
0.1002
1/8/2005
667, 000.0
N/A
N/A
0.0101
1/9/2005
594,000.0
N/A
N/A
0
1/10/2005
1,134,000.0
N/A
N/A
0
1 /11 /2005
1,196, 000.0
N/A
N/A
0
1/12/2005
1,235,000.0
N/A
N/A
0.01
1/13/2005
1,674,000.0
N/A
N/A
0.0103
1/14/2005
2,367,000.0
N/A
N/A
1.8002
1/15/2005
1,450,000.0
N/A
N/A
0
1/16/2005
1,741,000.0
N/A
N/A
0
1/17/2005
1,396,000.0
N/A
N/A
0
1/18/2005
2,000,000.0
N/A
N/A
0
1/19/2005
1,630,000.0
N/A
N/A
0.0001
1/20/2005
1,288,000.0
N/A
N/A
0
1/21/2005
1,592,000.0
N/A
N/A
0
1/22/2005
756,000.0
N/A
N/A
0.0006
1/23/2005
713,000.0
N/A
N/A
0
1/24/2005
1,027,000.0
N/A
N/A
0
1/25/2005
1,560,000.0
N/A
N/A
0
1/26/2005
1,049,000.0
N/A
N/A
0.0002
1/27/2005
1,786,000.0
N/A
N/A
0
1/28/2005
1, 043, 000.0
N/A
N/A
0
1/29/2005
954,000.0
N/A
N/A
0.2503
1/30/2005
1,103,000.0
N/A
N/A
0.1901
1/31/2005
1,345,000.0
N/A
N/A
0
Average
1,219,687.1
Total
37,810,300.0
2.4

Station ! l l Flow
January 2005 through July 2005

STATION III FLOW
JULY 2005
A
B
C
D
E
1
EAST SIDE STATION III
2
DATE
STAT #3 DAILY
FLOW (MGD)
PUMP"A" RUN
TIME (HRS)
PUMP "B" RUN
TIME (HRS)
TOTAL RAIN FALL
(INCHES)
3
7/1/2005
972,000.0
12
9
0.0501
4
7/2/2005
453, 000.0
5
6
0
5
7/3/2005
259, 000.0
4
3
0
6
7/4/2005
562, 000.0
6
6
0
7
7/5/2005
887,000.0
11
9
0
8
7/6/2005
705, 000.0
8
7
0.0002
9
7/7/2005
924,000.0
12
9
0.82
10
7/8/2005
873,000.0
11
10
0
11
7/9/2005
197,000.0
2
2
0.01
12
7/10/2005
176,000.0
2
2
0
13
7/11/2005
611,000.0
8
7
0.0802
14
7/12/2005
514, 000.0
6
5
0.0001
15
7/13/2005
700,000.0
8
7
0.0004
16
7/14/2005
732,000.0
10
9
0.0002
17
7/15/2005
602,000.0
7
7
0
18
7/16/2005
405,000.0
5
4
0.0003
19
7/17/2005
720,000.0
1
1
0
20
7/18/2005
530,000.0
6
6
0
21
7/19/2005
659,000.0
9
8
0
22
7/20/2005
766,000.0
8
7
0.0002
23
7/21/2005
532,000.0
6
5
1.4701
24
7/22/2005
721,000.0
8
8
0.0903
25
7/23/2005
188,000.0
3
2
0
26
7/24/2005
111, 000.0
1
2
0
27
7/25/2005
372,000.0
4
4
0
28
7/26/2005
681,000.0
8
7
0
29
7/27/2005
683,000.0
8
7
0
30
7/28/2005
783,000.0
9
8
1.0601
31
7/29/2005
631, 000.0
8
6
0.2102
32
7/30/2005
425,000.0
5
5
0.4705
33
7/31/2005
468, 000.0
6
5
0
34
35
Average
575,548.4
6.7
5.9
36
Total
17,842,000
207
183
4.2629
37
38
_'
RUN TIME > 24 HRS
39
40
RUN TIME VARIANCE

STATION III FLOWS
JUNE 2005
EAST SIDE STATION III
DATE
STAT #3 DAILY
FLOW (MGD)
PUMP"A" RUN
TIME (HRS)
PUMP "B" RUN
TIME (HRS)
TOTAL RAIN FALL
(INCHES)
6/1/2005
843,000.0
; 16
20
14
5
_ 3
6
0.8703
6/2/2005
884,000.0
2.1803
6/3/2005
1,003,000.0
0.0503
6/4/2005
344,000.0
6
3
0
6/5/2005
441,000.0
5
5
0
6/6/2005
540,000.0
7
6
0.0101
6/7/2005
908,000.0
13
10
0.0802
6/8/2005
436,000.0
5
5
0.3902
6/9/2005
732,000.0
9
7
0.3903
6/10/2005
627,000.0
9
6
0.68
6/11/2005
454,000.0
3
3
0.01
6/12/2005
360,000.0
4
4
0.0002
6/13/2005
530,000.0
7
5
0.0904
6/14/2005
579,000.0
7
6
0
6/15/2005
665,000.0
8
7
0
6/16/2005
921,000.0
12
10
0
6/17/2005
479,000.0
6
5
0
6/18/2005
275,000.0
3
3
0
6/19/2005
720,000.0
1
3
0
6/20/2005
249,000.0
3
3
0
6/21/2005
562,000.0
7
6
0
6/22/2005
645,000.0
8
7
0
6/23/2005
619,000.0
7
7
0
6/24/2005
787,000.0
10
8
0
6/25/2005
404,000.0
5
4
0
6/26/2005
266,000.0
3
3
0.0806
6/27/2005
350,000.0
5
4
0.2301
6/28/2005
691,000.0
8
7
4.0503
6/29/2005
967,000.0
13
14
0.1201
6/30/2005
798,000.0
10
9
0
Average
602,633.3
7.8
5.8
Total
18,079,000.0
234.0
174.0
9.2
.r _._J
RUN TIME > 24 HRS
RUN TIME VARIANCE

STATION III FLOW
MAY 2005
EAST SIDE STATION III
DATE
STAT #3 DAILY
FLOW (MGD)
PUMP"A" RUN
TIME (HRS)
PUMP "B" RUN
TIME (HRS)
TOTAL RAIN
FALL (INCHES)
5/1/2005
288,000.0
4
3
0.1901
5/2/2005
625,000.0
8
7
0
5/3/2005
809,000.0
11
8
0
5/4/2005
798,000.0
11
7
0
5/5/2005
741,000.0
11
7
0.0707
5/6/2005
618,000.0
9
7
0.0205
5R/2005
592,000.0
7
6
0
5/8/2005
260,000.0
4
3
0
5/9/2005
623,000.0
8
7
0
5/10/2005
700,000.0
11
6
0.2202
5/11/2005
559,000.0
12
3
0
5/12/2005
855,000.0
16
7
0.1
5/13/2005
662,000.0
9
7
0.0001
5/14/2005
444,000.0
6
4
0.0002
5/15/2005
274,000.0
3
3
0.0002
5/16/2005
454,000.0
6
5
0
5/17/2005
739,000.0
10
8
0
5/18/2005
490,000.0
6
5
0
5/19/2005
727,000.0
9
7
0.0001
5/20/2005
473,000.0
7
5
0.7004
5/21/2005
372,000.0
4
4
0
5/22/2005
81,000.0
1
1
0
5/23/2005
389,000.0
7
3
0
5/24/2005
865,000.0
15
9
0
5/25/2005
729,000.0
11
7
0
5/26/2005
957,000.0
15
8
0
5/27/2005
462,000.0
7
5
0.0003
5/28/2005
261,000.0
4
2
0.0004
5/29/2005
73,000.0
1
1
0.5701
5/30/2005
348,000.0
5
3
0
5/31/2005
709,000.0
11
6
0
Average
547,645.2
8.0
5.3
Total
16,977,000
249
164
1.8733
,
RUN TIME >24HRS
RUN TIME VARIANCE

STATION III FLOW
APRIL 2005
EAST SIDE STATION III
DATE
STAT #3 DAILY
FLOW (MGD)
4/1/2005
999,000.0
4/2/2005
547, 000.0
PUMP"A" RUN
TIME (HRS)
20
6
PUMP "B" RUN
TIME (HRS)
10
6
TOTAL RAIN
FALL
(INCHES)
0.0201
0.0404
4/3/2005
360, 000.0
5
4
0
4/4/2005
606,000.0
7
6
0
4/5/2005
691, 000.0
8
8
0
4/6/2005
744, 000.0
9
8
0
4/7/2005
904, 000.0
12
9
0.1404
4/8/2005
866, 000.0
10
9
0.0806
4/9/2005
291, 000.0
4
4
0.0403
4/10/2005
337, 000.0
4
4
0
4/11/2005
875, 000.0
11
9
0
4/12/2005
4/13/2005
753, 000.0
1,101,000.0
4/14/2005
1,241,000.0
4/15/2005
866, 000.0
9
20,
25
16
8
9
21
0.8202
0.6204
0.1102
7
0
4/16/2005
412,000.0
5
4
0
4/17/2005
375, 000.0
5
4
0
4/18/2005
623, 000.0
8
7
0
4/19/2005
927, 000.0
12
10
0
4/20/2005
892,000.0
12
8
0
4/21/2005
635, 000.0
9
7
0
4/22/2005
927, 000.0
12
10
0.17
4/23/2005
596, 000.0
6
5
0.0201
4/24/2005
353, 000.0
4
4
0
4/25/2005
561, 000.0
7
6
0
4/26/2005
651, 000.0
9
7
0.0605
4/27/2005
777, 000.0
10
8
0.0102
4/28/2005
976, 000.0
14
9
0
4/29/2005
510, 000.0
7
5
0.0001
4/30/2005
480, 000.0
6
6
0.1201
Average
695, 866.7
9.7
7.4
Total
20, 876, 000
292
222
2.2536
J RUN TIME > 24 HRS
RUN TIME VARIANCE

STATION III FLOW
MARCH 2005
EAST SIDE STATION III
DATE
STAT #3
DAILY FLOW
(MGD)
PUMP"A" RUN
TIME (HRS)
PUMP "B"
RUN TIME
(HRS)
TOTAL RAIN
FALL
(INCHES)
3/1/2005
1,051,000.0
N/A
N/A
0
3/2/2005
898,000.0
N/A
N/A
0
3/3/2005
849,000.0
N/A
N/A
0
3/4/2005
722,000.0
N/A
N/A
0
3/5/2005
299,000.0
N/A
N/A
0.01
3/6/2005
341,000.0
N/A
N/A
0
3/7/2005
415, 000.0
N/A
N/A
0.1601
3/8/2005
889,000.0
N/A
N/A
0.4902
3/9/2005
1,200,000.0
N/A
N/A
0
3/10/2005
587,000.0
N/A
N/A
0
3/11/2005
898,000.0
N/A
N/A
0.0002
3/12/2005
276,000.0
N/A
N/A
0
3/13/2005
283,000.0
N/A
N/A
0
3/14/2005
733,000.0
N/A
N/A
0.1403
3/15/2005
757,000.0
20
21
29
11 1
12 1
0
3/16/2005
721,000.0
1.0002
3/17/2005
1,462,000.0
29 __ ] 0.1106
3/18/2005
1,101, 000.0
22
19
0
3/19/2005
596,000.0
6
6
0
3/20/2005
388,000.0
5
4
0
3/21/2005
659, 000.0
3
8
0
3/22/2005
824,000.0
10
8
0.2401
3/23/2005
944, 000.0
14
8
0.0001
3/24/2005
851,000.0
10
9
0
3/25/2005
752,000.0
19
23
0
3/26/2005
306,000.0
2
2
0
3/27/2005
242,000.0
2
2
0.2602
3/28/2005
547,000.0
9
7
0.8506
3/29/2005
1, 395, 000.0
- 25 25 _t 0
3/30/2005
1, 013, 000.0
12 11
0
3/31/2005
886, 000.0
_ 16
7
0.5702
Average
738,225.8
13.2
11.2
Total
22, 885, 000.0
225
191
3.8328
', RUN TIME >24HRS
r
RUN TIME VARIANCE

STATION III FLOW
FEBRUARY 2005
EAST SIDE STATION I11
DATE
STAT #3 DAILY
FLOW (MGD)
PUMP"A" RUN
TIME (HRS)
PUMP "B" RUN
TIME (HRS)
TOTAL
LRAIN
(INCHES)
2/1/2005
220,000.0
N/A
N/A
0
2/2/2005
700,000.0
N/A
N/A
0.0002
2/3/2005
843,000.0
N/A
N/A
0.5002
2/4/2005
693,000.0
N/A
N/A
0
2/5/2005
536,000.0
N/A
N/A
0
2/6/2005
897,000.0
N/A
N/A
0
2/7/2005
331,000.0
N/A
N/A
0
2/8/2005
646,000.0
N/A
N/A
0.0102
2/9/2005
772,000.0
N/A
N/A
0.0105
2/10/2005
788,000.0
N/A
N/A
0
2/11/2005
835,000.0
N/A
N/A
0
2/12/2005
750,000.0
N/A
N/A
0
2/13/2005
579,000.0
N/A
N/A
0.0505
2/14/2005
909,000.0
N/A
N/A
0.3803
2/15/2005
833,000.0
N/A
N/A
0
2/16/2005
827,000.0
N/A
N/A
0.0701
2/17/2005
977,000.0
N/A
N/A
0
2/18/2005
812,000.0
N/A
N/A
0
2/19/2005
455,000.0
N/A
N/A
0
2/20/2005
239,000.0
N/A
N/A
0.121
2/21/2005
573,000.0
N/A
N/A
0.3504
2/22/2005
977,000.0
N/A
N/A
0
2/23/2005
966,000.0
N/A
N/A
0
2/24/2005
690,000.0
N/A
N/A
0.3703
2/25/2005
N/A
N/A
N/A
0
2/26/2005
N/A
N/A
N/A
0
2/27/2005
N/A
N/A
N/A
0.4002
2/28/2005
N/A
N/A
N/A
0.4601
Average
702,000.0
Total
16, 848, 000.0
2.7

STATION III FLOW
JANUARY 2005
EAST SIDE STATION In
DATE
STAT #3
DAILY FLOW
(MGD)
PUMP"A" RUN
TIME (HRS)
PUMP "B" RUN
TIME (HRS)
TOTAL RAIN
FALL
(INCHES)
1/1/2005
575,000.0
N/A
N/A
0
1/2/2005
570,000.0
N/A
N/A
0
1/3/2005
391,000.0
N/A
N/A
0
1/4/2005
584,000.0
N/A
N/A
0
1/5/2005
731, 000.0
N/A
N/A
_ 0
1/6/2005
809,000.0
N/A
N/A
0.0102
1/7/2005
867,000.0
N/A
N/A
0.1002
1/8/2005
308,000.0
N/A
N/A
0.0101
1/9/2005
248, 000.0
N/A
N/A
0
1/10/2005
673,000.0
N/A
N/A
0
1/11/2005
1,006,000.0
N/A
N/A
0
1/12/2005
504,000.0
N/A
N/A
0.01
1/13/2005
103,300.0
N/A
N/A
0.0103
1/14/2005
1,203,000.0
N/A
N/A
1.8002
1/15/2005
693,000.0
N/A
N/A
0
1/16/2005
622,000.0
N/A
N/A
0
1/17/2005
613,000.0
N/A
N/A
0
1/18/2005
1,035,000.0
N/A
N/A
0
1/19/2005
843,000.0
N/A
N/A
0.0001
1/20/2005
770, 000.0
N/A
N/A
0
1 /21 /2005
888, 000.0
N/A
N/A
0
1/22/2005
295,000.0
N/A
N/A
0.0006
1/23/2005
251, 000.0
N/A
N/A
0
1/24/2005
530,000.0
N/A
N/A
0
1/25/2005
884,000.0
N/A
N/A
0
1/26/2005
663,000.0
N/A
N/A
0.0002
1/27/2005
1, 016, 000.0
N/A
N/A
0
1/28/2005
632,000.0
N/A
N/A
0
1/29/2005
503,000.0
N/A
N/A
0.2503
1/30/2005
498,000.0
N/A
N/A
0.1901
1/31/2005
525,000.0
N/A
N/A
0
Average
639,783.9
Total
19, 833, 300.0
2.4

UNION COUNTY PUBLIC WORKS DEPARTMENT
Jon C. Dyer, P.E., Director
February 25, 2002
Mr. D. Rex Gleason
Water Quality Regional Supervisor
NCDENR DWQ
919 North Main Street
Mooresville, North Carolina 28115
SUBJECT: Sanitary Sewer Overflow(s)
"East Side" Collection/Transmission System
Union County Public Works
Union County, North Carolina
Dear Mr. Gleason:
NC DEPT. OF ENVIRONMENT
AND N.4T) j ?„ REI:^URCES
MOORi. _ :NAL. OFFIC2
FEB 2 7 2002
This letter is written to serve as a follow-up report to sanitary sewer overflows (SSO) that
occurred within the Union County wastewater collection system January 23, 2002
through January 26, 2002 and February 7, 2002 through February 9, 2002 respectively.
Both overflow events were the result of Inflow and Infiltration into the system.
The Union County Public Works Depaitment (UCPWD) is charged with management,
operations and maintenance of over 300 miles of collection/transmission line,
approximately 70 wastewater pumping stations and 6 wastewater treatment plants
(WWTP). In addition to the 6 WWTP's, UCPWD has wastewater treatment capacity
contracts with the City of Monroe, Charlotte -Mecklenburg Utilities, and Lancaster
County, SC.
The portion of the system that is the subject of this report is referred to by UCPWD as the
"East Side". The East Side system is comprised of approximately 17 miles of pipe
ranging in diameter from 24 inches to 8 inches and 3 wastewater pump stations. The East
Side system was constructed in. the late 1970's and serves the Towns of Marshville and
Wingate, Pilgrim's Pride (poultry. processor) and a hand -full of "county customers". The
collected wastewater is treated at the City of Monroe WWTP.
Until recently the East Side has not exhibited what Public Works would classify as
"chronic" problems. The lack of SSO's on the East Side is directly attributable to routine
efforts to inspect, and repair when necessary, the system (records are available for
inspection.). Efforts included TV inspection, smoke testing, visual inspection and flow
400 North Church St. . Monroe, North Carolina 28112-4804 . Phone: [phone] . Fax: [phone]

isolation testing. In February 2000 a SSO occurred as a result of a mechanical pump
failure. In April 2000 a SSO occurred when the Town of Marshville inadvertently
pumped their equalization lagoons during peak hydraulic hours which resulted in a
system overload.
Due to growth in and around eastern Union County, UCPWD designed and permitted an
East Side system upgrade. The upgrade included improvements to gravity lines, 3 new
pump stations to replace the existing stations and upsized forcemains to replace the
existing mains in an effort to ensure adequate collection/transmission capacity within the
system. The City of Monroe was poised for a WWTP expansion to accommodate
additional wastewater flows. In early 2000 the Town of Marshville and Pilgrim's Pride
announced their intentions to withdraw from the County wastewater system by partnering
with Schaeffer International to construct a land treatment system. As Marshville and
Pilgrim's Pride are the major contributors to the East Side system, the planned
upgrades/expansions became fiscally unfeasible for both Union County and the City of
Monroe.
In March 2001 two more overflows occurred on the East Side. The overflows were a
combined result of improper use of flow equalization from private systems and
inflow/infiltration. In response to the March 2001 SSO's, Public Works took the
following actions:
> Public Works worked closely with both the municipality and industry to maximize
flow equalization capabilities.
> Public Works inserted valving and associated hardware into the forcemain that would
allow a portable pump to be used in conjunction with, or independent of, the pump
station that was unable to accommodate peak flows.
> Public Works rented a "high head" portable pump and placed it in parallel with the
pump station.
> Public Works, with assistance from Hydrostructures PA, calculated the maximum
pumping capacity of the station and downstream system components. These
calculated values were compared to field measurements. It was determined that the
pump impellers could safely be upsized and thus increase the pumping capacity of the
station.
> Charles Underwood, Inc was contracted to assist Public Works with the pump
impeller upgrades. Upgrades were complete by mid _April 2001.
Public Works is aware that simply increasing pump capacity is not the solution to I&I
problems, yet it was the most viable short-term avenue available. As previously
mentioned, the two largest contributors to the system were planning to cease discharge in
Spring 2002. The modifications made to the pump station carried the East Side into early
2002 without event.
In early 2002 two SSO's occurred within the Union County wastewater collection system.
The first occurred January 23, 2002 through January 26, 2002 and the second February 7,

2002 through February 9, 2002. Both overflow events were the result of Inflow and
Infiltration into the system.
As a result of the January/February 2002 SSO's, Public Works diverted all available
resources to the East Side I&I investigation. Since February 2002, Public Works has:
> TV'd over 3000 feet of outfall. / `7 1114lt's g9, 96o)
> Visually inspected over 13,000 feet of collection lines.
> Made repairs when deficiencies were detected.
I&I identification and correction efforts are ongoing.
The results of the intensified I&I inspections verified what was already suspected. The
majority of I&I causing significant impact to the County system is coming from private
satellite systems. As these sources became more documentable, Public Works made
contact with the Towns of Marshville and Wingate. Public Works appraised the Towns
of the situation and requested a written response outlining intended remedial actions from
each. Responses from the Towns of Marshville and Wingate are attached.
As stated earlier, Public Works is continuing I&I investigation/reduction efforts on the
East Side. County management is reviewing contractual agreements with the
municipalities in an effort to determined allowable courses of action by which to address
these situations. Marshville and Pilgrim's Pride still plan to withdraw from the system,
Fall 2002, upon the compleiion of the Schaeffer land treatment system.
Public Works takes great pride in the operation, maintenance and management of the
entire wastewater system and is committed to resolving this East Side situation in a
prudent manner. Should you wish to discuss these issues in more detail, please feel free
to contact me at [phone].
Respectfully,
C. Dyer, PE
nion County Public Works Director
cc: Mike Shalati, Union County Manager
Mark Tye, UCPWD
Dee Browder, DWQ
Town of Marshville
Town of Wingate
Attachments

Town of Marshville
201 West Main Street
Marshville, North Carolina 28103
Telephone [phone]
Fax [phone]
February 14, 2002..
Jon Dyer, Director
Union County Public Works
400 N. Church St.
Monroe NC 28112-4804
Dear Jon:
In response to our telephone conversation of January 25; 2002 this letter outlines the
management and .maintenance steps taken and planned by the Town of Marshville as relates to
our wastewater collection system.
Alternate treatment methods Since 1997 the Town of Marshville has investigated a
number options related to treatment- of Marshville's
wastewater which would allow the town an increase in
capacity. In 2001 the town agreed to join Pilgrims Pride as
a customer of'a Sheaffer wastewater reuse and recycling
facility which will increase Marshville's treatment capacity
to 700,000 gallons per day and reduce our dependancy on
Union County's east side sewer system.
Sewer upgrades Since 1982 the Town of Marshville has spent over $690,000 to
upgrade our existing collection system. This annual on -going
expenditure program includes slip -lining; replacing pipe; camera
and smoke inspections and repairs to our 'flow equalization lagoon
. Pumps and controls.
Management of flow " MarshvilIe is maintaining open communication withPilgrims Pride
'and with Union County Public Works. to determine a schedule of
pump operation that will maintain maximum freeboard at our

equalization lagoons in order to minimize storm water peak flows
into Union County's wastewater system.
I hope this letter affords you a better understanding of our past, present and continuing
actions related to maintenance and operation of our wastewater collection system. I appreciate
the past cooperation we have enjoyed and look forward to a continued successful relationship
between the Town of Marshville and Union County.
Sincerely,
Carl Webber
Town Administrator
CC: Mayor and Town Council

•
SEA..
�fr 1901 •
lOGATO-:4r
February 14, 2002
Jon Dyer
Union County Public Works
400 N. Church St.
Monroe, NC 28112-4804
TOWN OF WINGATE
P. O. BOX 367
WINGATE, N. C. 28174
TELEPHONE: [phone]
FAX: [phone]
TONY,E. MAYE, MAYOR
TOWN COMMISSIONERS
BILL BRASWELL
NATHEL HAILEY
LINDA ISNER
JOHNNY JACUMIN
JOHN MANGUM
Dear Mr. Dyer:
During the past two years the Town of Wingate has been aggressively working to reduce, if not
eliminate, wastewater spills. In order to do this, we have attacked the problem head on by identifying
possible sources of inflow and infiltration.
About two years ago the Town worked with Hydrostructures, Inc. to put together a report that
cataloged items of the Town's wastewater system that needed repairing. This report showed that there
were a number of clean out caps that needed to be replaced, approximately 75 manholes needed to be
rehabilitated, and sections of sewer lines needed to be cleaned, camera -inspected and relined or
replaced. The Town is now in the process of addressing these items.
As of today, the Town has replaced the broken clean out caps and we are in the process of
rehabilitating the manholes that are in disrepair. Last week Wingate signed a contract with James E.
Harris Construction Company, Inc. to begin repairing the manholes identified in the I & I report.
Work on the manholes started today, and the project should be significantly completed within 30 — 45
days. As for the camera inspection and sewer line repairs, the Town plans to start the camera work in
late spring to early summer of this year. After this work, we will then begin work to repair the broken
wastewater lines. In addition to all of this work, the Town's public works department is in the process
of implementing a routine line cleaning program. This program will allow all of the sewer lines to be
cleaned with a rodding machine once each year.
Sincerely,
G. Dryw B1ancKard
Town Administrator
Cc: Mike Brower
Wingate Public Works Director

Sj
UNION COUNTYPUBLICWORKS DEPARTMENT
Jon C. Dyer, P.E., Director
November 5, 2003
Ms. Sonja Williams, Environmental Consultant
NCDENR DWQ
919 North Main Street
Mooresville, North Carolina 28115
NC DEPT. OF SIVIRO '
AND NATURAL RESOD
MOORESVILLZ 2.MAi.OFRCE
n,
- =;
161
SUBJECT: Notice of Deficiency (NOD) - Dated October 8, 2003
Union County Wastewater Collection System
Union County, North Carolina
Dear Ms. Williams:
NOV
0 7 2003
IECTIIlN
Please accept this letter as a written response to deficiencies noted as a result of
your June 19, 2003 inspection of Union County's wastewater collection system.
The deficiencies are discussed below in the order they appear in the NOD:
File Review
Union County has identified two problem areas associated with maintenance
issues (Waxhaw and Lake Park).
Response - To address maintenance issues in the Waxhaw area Union County
Public Works (UCPW) has elected to rehabilitate the greater portion
of the Waxhaw area collection system. Please see Attachment A -
• Bid Schedule for Waxhaw Sewer Lines - for a breakdown of work to
be performed. UCPW anticipates presenting this project to the
Board of County Commissioners in the next 90 days for approval.
Upon Board approval, construction is anticipated to begin in the
next 180 days. These rehabilitation efforts should greatly reduce
inflow and infiltration (I&I) issues associatedwith an aging system.
Page 1 of 3
400 North Church St. . Monroe, North Carolina 28112-4804 . Phone: [phone] . Fax: [phone]

Maintenance issues in the Lake Park area are best summarized as
grit buildup, primarily in "dead-end manholes", and I&I issues as
identified in an in-depth I&I Study conducted in 2001. UCPW will
continue I&I identification/reduction efforts in an attempt to minimize
the amount of grit and extraneous flow entering the sanitary sewer
system. Monies for a grouting machine were approved in this fiscal
year's budget. Upon purchase of the machine, Staff will be able to
rehabilitate manholes in-house. The Lake Park area will be a
priority manhole rehabilitation area.
> Union County has identified one area associated with chronic sanitary sewer
overflows (Eastside Collection System).
Response - As mentioned in the NOD multiple good faith efforts have been
undertaken to reduce/eliminate SSO's on the Eastside. The most
recent efforts include a Flow Monitoring and Capacity Analysis of
the collection system and the rehabilitation of approximately 950
feet of trunk sewer. A draft version of the capacity analysis has
been presented to DWQ for review. UCPW met with DWQ October
28, 2003 to discuss the analysis in detail. Hydrostructures PA,
UCPW's selected engineering firm for these matters, is currently
developing an engineering task order for rehabilitation design and
oversight of approximately 8800 feet of trunk sewer that feeds
Eastside Pump Station #2 near Wingate. These rehabilitation
efforts are expected to include pipe lining, pipe replacement and
manhole rehabilitation. UCPW hopes to take this proposed project
to the Board of County Commissioners for construction approval in
the next 180 days. UCPW will, to the extent possible, work with
satellite contributors to the System to better control flows, both
peak and extraneous.
II Gravity Sewers (Pump Stations)
> 24-hour notification signs are posted at pump stations, however, the signs do
not indicate the name of the pump station.
Response - Quotes are currently being solicited for the printing of signs that
clearly displays the name of the station. These signs will be posted
in conjunction with the emergency contact signs already in place.
UCPW anticipates having the additional signage in• place within 45
days.
Page 2 of 3

Should additional information be required, please do not hesitate to contact me at
[phone].
Respectfully,
. Dyer, PE
ctor of Publiorks.
CC: Charles O'Cain, UCPW
David Fox, UCPW
Attachment
Page 3 of 3

State of North Carolina
Department of Environment
/ and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thrope, Ph.D., Acting Director
WQ Permit Number
NCDENR
Nonni C o_ NA DErs&rnwErrr of
Fuvizcvnrrr rr aura NEr nal Rr i mc-r4
Non -Discharge Compliance Inspection
County
Permittee U k i od Cb . Npdes Number(s)
Issuance Date
Expiration Date
Soc Issuance Date
Permittee Contact
Soc ExpirationDate
Phone Permittee Contact
ORC Certification # 141 G.
ORC Name 6vV I � (' - c2 e. i V Phone ORC
24hr Contact Name
Phone 24hr
2) Ma\r1L- 2aq`e-k
Reason For Inspection (Select One)
Type Of Inspection (Select One)
Inspection Summary
Inspector's Name
Phone Inspector
Inspection Date
Grad e 24 5 21
0 Routine 0 Complaint 0 Follow -Up 0 Other...
0 Collection System
Li s
%�1n�1e5 Y�eecA re="``b------------
.�c _._._._._ _ ._._.._ -- --
I►r�------------ray1 j--r-43_Farkg—iS0--------------
iboo r
.._....ti2S k ._....._.5 z ...l..z golt1I 4_rpmP MAiAi7..[_ c MEea.._P._.:_.._.._._..
...... _ _ _. - L c 4T or, / S -rA p J I WA:�t•io Ve
Inspector's Title
Fax Inspector
page 1

Non Discharge Compliance Collection System Inspection
Perm ittee
Permit Number
Inspection Date
File Review
1. Does DWQ Database indicate repetitive overflows at any point?
If yes is there a corrective action plan?
2. Was there a map of the collection system?
3. Did records indicate general observations of all lines not visible from normal public access?
Regular visual inspections of high priority areas? ‘Atta \iyk
4. Did records indicate that right of ways are maintained to allow access?
5. Were there areas of regular or scheduled cleaning?
6. Was there a spare parts inventory and list of contractors?
7. Was the spare parts inventory adequate?
8. Were maintenance logs up-to-date and include inspections, tests, maintenance?
9. Was there a trouble log of all problems that include the following information?
Overflows locations, who responded, time/date, action taken, cause of problem/overflow
and how the problem was resolved.
10. Does the Town have a Sewer Use Ordinance?
Does it appear the SUO is enforced?
11.Does the system have any known points of bypass?
If yes describe type of bypass and location. `
5rv1 te5.i' 6'6,52p Ct ,/ Ch vl�en i -1, 424 1=t / J�'i (G1Qetutvinti)'I©�wi - �/ C '"1�-e YJ-
�Uhhv�n'�4 w \ kIAM fei1kmi+n Vkikwls 32, 5 mites 111) fi ri FT
OYes ONo ON/A
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
G'Yes O No O N/A
9/Yes ONo ON/A
O Yes O No O N/A
O Yes O No O N/A
gYes O No O N/A
(?5 Yes ONo ON/A
5 Yes O No O N/A
OYes No ON/A
12.Did records log pumpstation telemetry/SCADA notifications?
Gravity Sewers
Manholes
1. Were manholes accessible?
2. Were manhole covers above grade?
Was the surrounding area free of visible signs of overflow?
Was the surrounding area free of sinkholes or depressions?
3. Were manhole covers present and properly seated?
4. Were manholes in good condition?
5. Were inverts in good condition?
6. Was flow visibly unrestricted in pipe or manhole?
7. Was the manhole free of an excessive amount of grease?
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
OYes ONo ON/A
O Yes O No O N/A

page 2
Non Discharge Compliance Collection System Inspection
Permittee
Permit Number
Inspection Date
Gravity Sewers (continued)
8. Was the manhole free of an excessive amount of roots?
9. Was the manhole free of an excessive amount of sand?
10. Was there evidence of submergence of vents?
11. Was the manhole free of visible bypass structures or pipes?
Lines/Right-of-Ways
1. Were easements and right-of-ways maintained?
2. Was the area free of sink holes or depressions above the lines?
3. Was the line free of evidence of leakage or seepage?
4. Were there areas of exposed line?
Were exposed lines constructed of piping other than ductile iron or comparable?
5. Were stream/ditch crossings and aerial supports in good condition?
6. Were right-of-ways being used for roads?
7. Were lines free of evidence or history of damage?
Pump Stations / Siphons
1. Were pump station / siphon sites accessible?
2. Was general housekeeping adequate?
3. Were all pumps present and operational?
4. Were wet wells/siphons free of accumulations of debris that could potentially affect the
operation of the unit?
5. Was the first manhole up line from the pump station or siphon free of signs of backup,
overflow, or debris originating from the line?
6. Were all floats/controls for pumps, alarms or alternators operational?
7. Did high water alarms work when tested?
8. Did ORC have pump station/siphon maintenance log?
9. Was telemetry, SCADA present?
Operable?
10. Were backflow devices in place and operable?
11. Where necessary were air relief valves present and operable?
12. Were standby generators present?
Operable?
O Yes O No
13. Was there a 24hr notification sign?
14. Was public access limited?
15. Was the pump station/siphon free of bypass mechanisms?
16. Was the pump station/siphon free of signs of overflow?
Was fuel tank full?
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A
O Yes O No O N/A

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6/17/200.
Sanitary Sewer, Pump Station and WWTP Spill or Bypass Report List
Permittee
UNION COUNTY
UNION COUNTY PUBLIC
UNION COUNTY PUBLIC
UNION COUNTY
UNION COUNTY
UNION COUNTY
UNION COUNTY PUBLIC
UNION COUNTY PUBLIC
UNION COUNTY PUBLIC
UNION COUNTY PUBLIC
UNION COUNTY PUB.
UNION COUNTY
UNION COUNTY PUB. WORKS
UNION COUNTY PUB WRKS
UNION COUNTY
UNION COUNTY PUBLIC
UNION COUNTY PUBLIC
UNION COUNTY PUBLIC
UNION COUNTY
UNION COUNTY PUBLIC
UNION COUNTY
UNION COUNTY
UNION COUNTY
UNION COUNTY
County
UNION
UNION
UNION
UNION
UNION
UNION
UNION
UNION
UNION
UNION
UNION
UNION
UNION
UNION
UNION
UNION
UNION
UNION
UNION
UNION
UNION
UNION
UNION
UNION
Incident Date
07/19/02
02/22/03
02/22/03
02/27/03
03/01/03
03/02/03
02/18/03
03/06/03
03/06/03
03/16/03
03/20/03
04/08/03
04/09/03
04/09/03
04/18/03
05/05/03
05/06/03
05/06/03
05/10/03
05/12/03
05/22/03
05/22/03
05/22/03
05/25/03
NPDES # Location
WQCS00054
WQCS00054
WQCS00054
WQCS00054
WQCS00054
WQCS00054
WQCS00054
WQCS00054
WQCS00054
WQCS00054
WQCS00054
WQCS00054
WQCS00054
WQCS00054
WQCS00054
WQCS00054
WQCS00054
WQCS00054
WQCS00054
WQCS00054
WQCS00054
WQCS00054
WQCS00054
MANHOLE NO 5 HARRIS
MANHOLE(S) #19 20, 2699
PUMP STATION #2125
MANHOLE HUMBERS 2698.
MANHOLE NUMBERS 2698
MANHOLE NO. 1828 WAXHAW
MANHOLE #19 UPSTREAM OF
MANHOLE #2 UPSTREAM OF
PUMP STATION #2125
MANHOLE #19 OFF MCINTYRE
OUTFALL LINE FLOWING TO
RONE BRANCH PUMP
MANHOLES #234 CROOKED
MANHOLE #2698 LOCATED
MANHOLE #2698 AND #2699.
MANHOLE #2698 LOCATED
MANHOLE #2644 OFF HWY 205
MANHOLE 2704 OFF FINCHER
MANHOLE NO. 1 OUTSIDE
MANHOLE #5 OFF STEVENS
MANHOLES #2644 & 2645
MANHOLES - 2697,2698,2699,
MANHOLE #1 UP STREAM OF
HALMSVILLE ROAD PUMP
Estimated
Volume in
Gallons
22,500
97,485
19,000
157,680
71,250
36,000
8,415
7,875
16,200
44,650
27,600
28,560
38,610
372,000
57,370
124,440
36,600
12,870
29,190
110,400
60,030
187,500
2,700
2,976
1,571,901
Bypass / Overflow Treatment level
Sanitary Sewer
Sanitary Sewer
Sanitary Sewer
Sanitary Sewer
Sanitary Sewer
Sanitary Sewer
Sanitary Sewer
Sanitary Sewer
Pump Station
Sanitary Sewer
Sanitary Sewer
Pump Station
Sanitary Sewer
Sanitary Sewer
Sanitary Sewer
Sanitary Sewer
Sanitary Sewer
Sanitary Sewer
Sanitary Sewer
Sanitary Sewer
Sanitary Sewer
Sanitary Sewer
Sanitary Sewer
Pump Station
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
1,303,765
React
Surfa
Wate
No
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes

6/17/200.
Sanitary Sewer, Pump Station and WWTP Spill or Bypass Report List
Permittee
Monroe City- WWTP
VIonroe Vlorwee--W2W-T-13
Monroe WWTP
Monroe WWTP
County
Union
Union
lei
Union
Union
Incident Date NPDES #
Location
01/23/02 NC0024333 M.H.#507 SIMPSON ST. &
04/08/02 NC0024333 ON RIGHT OF WAY BEHIND
Estimated
Volume in
Gallons
300
120,000
10/11/02 NC0024333 WINSCHESTER AVE
10/11/02 NC0024333 M.H.#970-318-319-317-306-305
1,200
13,500
;5 t0
Cs i3-',oOO
Bypass / Overflow
Sanitary Sewer
Sanitary Sewer
wastewater
Sanitary Sewer
Sanitary Sewer
Treatment level
None
None
None
None
135,500
React
Surl`a
Wate
Yes
Yes
'ems`
Yes
Yes

4 t

6/17/200.
Sanitary Sewer, Pump Station and WWTP Spill or Bypass Report List
Pe rm ittee
Crooked Creek WWTP #2
Crooked Creek WWTP #2
Crooked Creek WWTP #2
Crooked Creek WWTP #2
Crooked Creek WWTP #2
County
Union
Union
Union
Union
Union
Incident Date NPDES #
01/20/02 NC0069841
03/02/02 NC0069841
03/21/02 NC0069841
01/23/02 NC0069841
02/07/02 NC0069841
Location
MANHOLE 13 - TRELLIS S/D
MANHOLE NO 1 OUTSIDE OF
MAHOLE #1 - EAST SIDE
EAST SIDE COLLECTION
MANHOLE #1 AT PUMP
Estimated
Volume in
Gallons
630
89,800
7,710
835,000
509,565
1,442,705
Bypass / Overflow
Sanitary Sewer
Sanitary Sewer
Sanitary Sewer
Sanitary Sewer
Sanitary Sewer
Treatment level
None
None
None
None
None
1,441,995
React
Surfa
Wate
Yes
Yes
Yes
Yes
Yes

6/17/200.
Sanitary Sewer, Pump Station and WWTP Spill or Bypass Report List
Permittee
Hunley Creek WWTP
Estimated
Volume in
County Incident Date NPDES # Location Gallons Bypass / Overflow Treatment level
Union 08/12/02 NC0072508 MANHOLE #S1.3 MANHOLE # 720 . Sanitary Sewer None
720 700
React
Surfa
Wate
Yes

i'LlA
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E.. Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
October 8, 2003
Mr. Jon Dyer, Director
Union County Public Works
400 N. Church Street
Monroe, North Carolina 28112
Subject: Notice of Deficiency
Non -Discharge Compliance Inspection
Union County Wastewater Collection
System
Union County
Dear Mr. Dyer:
Enclosed is a copy of the Collection System Inspection Report for the inspection
conducted at the subject facility on June 19, 2003 by Ms. Sonja Williams and Ms. Dee Browder
of this Office. Please inform the facility's Operator -in -Responsible Charge (ORC) of our
findings by forwarding a copy of the enclosed report. Please note the answers given on the
inspection form pertain only to those portions of the collection system visited during the
inspection:
The Union County collection system consists of approximately 32 miles of sewer line
and approximately 7,000 manholes. The system has 67 pump stations (with 45 portable
generators). c7lQt 1AN1
%-f3 r ((\
Facilities visited during the inspection were Hermitage pump station, Man of War drive
manhole, Drayton Hall pump station, Lake Park pump station, Conifer Circle + Frederick Street
manhole, Eastside pump station # 1 (and first manhole), Eastside pump station # 2 (and first
manhole), and Eastside pump station # 3.
Please note that the numbers preceding the following comments correspond to the
numbers preceding the questions in the attached inspection report.
File Review
(1) A review of the Division of Water Quality (DWQ) database revealedlptterous ,
andrxepetitive reported. sanitary sewer overflows (SSOs) from January 1, 2002 to
June 19, 2003.
Union County has identified two problem areas associated with maintenance
issues (Waxhaw and Lake Park); and one area associated with chronic-sanitaryy
sewer overflows (Eastside collection-system)1
Phone [phone]
Fax [phone]
Mooresville Regional Office, 919 North Main Street, Mooresville, North Carolina 28115
4
tEDEN
Customer Service
1-877-623-6748

Mr. Jon Dyer
Page 2
October 8, 2003
Union County has contracts with the Town of Wingate and the Town of
Marshville for conveyance of the Towns' wastewater to the City of Monroe's
WWTP. Union County also conveys Pilgrim's Pride's wastewater to the Monroe
WWTP.
Although Union County has made good faith efforts to correct the sanitary sewer
overflow (SSO) problems associated with the Eastside collection system,
significant changes must be made to correct and significantly reduce SSOs at this
location. Corrective action will need to be taken by all contributing parties.
Collection system permits will individually address each contributors requirement
for upgrades necessary to their respective systems to reduce SSOs. Union County
will continue to be equally responsible for SSOs associated with the Eastside
system. As the contracted receiving system, Union County should work
collaboratively with their contributors to correct collection system inadequacies.
II. Gravity Sewers (Pump Stations)
(7) A 24 hour notification sign was posted at the visited pump stations on the day of
the inspection.
The signs posted do not indicate the name of the pump station. The pump stations
should be identified for ease of citizen's to call in for spills and other
emergencies. The signs should indicate a pump station identifier and 24 hour
phone number (this is referenced in the collection system permit section I (8)).
This report is being issued as a Notice of Deficiency (NOD) because of the '
deficiencies noted in the File Review and Gravity Sewer sections of the Inspection Report.
It is requested that a written response be submitted to this office by November 7, 2003,
addressing the deficiencies noted above. In responding, please state corrective actions for the
noted deficiencies. Your comments should be submitted to the attention of Ms.Williams.
Overall, Union County does an excellent job of record keeping. Mr. David Fox, ORC,
and staff should be commended on their efforts.

Mr. Jon Dyer
Page 3
October 8, 2003
If you have questions concerning this report, please do not hesitate to contact Ms.
Williams or me at [phone].
Sincerely,
/2-9- j-te,r---4-0.-x-,
D. Rex Gleason, P.E.
Water Quality Regional Supervisor
Enclosure
cc: Union County Health Department
NDPU

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thrope, Ph.D., Acting Director
WQ Permit Number
•
•
NCDEN
NORTH Cr O- PIA DERARTh'ENT OF
Non -Discharge Compliance Inspection
County (hr l l, A)
Permittee VN;o.J GAUNT `)
Issuance Date
Expiration Date
Soc Issuance Date
Permittee Contact Jon) D yER
ORC Certification # 14 15 6
ORC Name DAvJ D FFX
24hr Contact Name DA ✓ID FoX
Reason For Inspection (Select One)
Type Of Inspection (Select One)
nspection Summary
Inspector's Name
Phone Inspector
Inspection Date
Npdes Number(s)
Soc ExpirationDate
Phone Permittee Contact -704 2.9 6 4 2 /4
Phone ORC 7p 4 29 & 42)4
Phone 24hr %p 4 Z 9 6 42 14
• Routine 0 Complaint 0 Follow -Up 0 Other...
• Collection System
RePORT
SoNJA W)LLIAlY1S
-704 • 663. 101
o' 11912003
Inspector's Title
Fax Inspector
WWTP Co Ns )LTA NT
7o4 • 66 3. 6040
page 1

Non Discharge Compliance Collection System Inspection
Permittee rum ew Go ()Air
Permit Number
Inspection Date
File Review
o& I19/7 ca3
1. Does DWQ Database indicate repetitive overflows at any point?
If yes is there a corrective action plan?
2. Was there a map of the collection system?
3. Did records indicate general observations of all lines not visible from normal public access?
Regular visual inspections of high priority areas?
4. Did records indicate that right of ways are maintained to allow access?
5. Were there areas of regular or scheduled cleaning?
6. Was there a spare parts inventory and list of contractors?
7. Was the spare parts inventory adequate?
8. Were maintenance logs up-to-date and include inspections, tests, maintenance?
9. Was there a trouble log of all problems that include the following information?
Overflows locations, who responded, time/date, action taken, cause of problem/overflow
and how the problem was resolved.
10. Does the Town have a Sewer Use Ordinance?
Does it appear the SUO is enforced?
11.Does the system have any known points of bypass?
If yes describe type of bypass and location.
• Yes QNo Q N/A
• Yes No QN/A
• Yes QNo QN/A
• Yes No QN/A
• Yes QNo Q N/A
• Yes No QN/A
• Yes No QN/A
• Yes QNo QN/A
• Yes No QN/A
• Yes QNo Q N/A
• Yes QNo Q N/A
• Yes QNo Q N/A
• Yes QNo Q N/A
Q Yes • No Q N/A
12.Did records log pumpstation telemetry/SCADA notifications?
Gravity Sewers
Manholes
1. Were manholes accessible?
2. Were manhole covers above grade?
Was the surrounding area free of visible signs of overflow?
Was the surrounding area free of sinkholes or depressions?
3. Were manhole covers present and properly seated?
4. Were manholes in good condition?
5. Were inverts in good condition?
6. Was flow visibly unrestricted in pipe or manhole?
7. Was the manhole free of an excessive amount of grease?
• Yes QNo Q N/A
• Yes No Q N/A
• Yes QNo Q N/A
• Yes QNo Q N/A
• Yes QNo Q N/A
• Yes No QN/A
• Yes No Q N/A
Q Yes No Q N/A
Q Yes QNo Q N/A
• Yes No QN/A
Q Yes QNo Q N/A
• Yes QNo Q N/A
• Yes QNo. 0N/A

O
page z
Non Discharge Compliance Collection System Inspection
Permittee
Permit Number
Inspection Date
Gravity Sewers (continued)
vNiorl CovAi-ry
0/i9/2oo3
8. Was the manhole free of an excessive amount of roots?
9. Was the manhole free of an excessive amount of sand?
10. Was there evidence of submergence of vents?
11. Was the manhole free of visible bypass structures or pipes?
Lines/Right-of-Ways
1. Were easements and right-of-ways maintained?
2. Was the area free of sink holes or depressions above the lines?
3. Was the line free of evidence of leakage or seepage?
4. Were there areas of exposed line?
Were exposed lines constructed of piping other than ductile iron or comparable?
5. Were stream/ditch crossings and aerial supports in good condition?
6. Were right-of-ways being used for roads?
7. Were lines free of evidence or history of damage?
Pump Stations / Siphons
1. Were pump station / siphon sites accessible?
2. Was general housekeeping adequate?
3. Were all pumps present and operational?
4. Were wet wells/siphons free of accumulations of debris that could potentially affect the
operation of the unit?
5. Was the first manhole up line from the pump station or siphon free of signs of backup,
overflow, or debris originating from the line?
6. Were all floats/controls for pumps, alarms or alternators operational?
7. Did high water alarms work when tested?
8. Did ORC have pump station/siphon maintenance log?
9. Was telemetry, SCADA present?
Operable?
10. Were backflow devices in place and operable?
11. Where necessary were air relief valves present and operable?
12. Were standby generators present?
Operable?
® Yes QNo
13. Was there a 24hr notification sign?
14. Was public access limited?
15. Was the pump station/siphon free of bypass mechanisms?
16. Was the pump station/siphon free of signs of overflow?
17. Was there chemical addition present?
Was fuel tank full?
Yes QNo QN/A
• Yes QNo Q N/A
• Yes QNo Q N/A
• Yes No QN/A
• Yes QNo Q N/A
• Yes QNo Q N/A
® Yes QNo Q N/A
® Yes No Q N/A
• Yes QNo QN/A
• Yes No QN/A
Q Yes e No Q N/A
• Yes QNo Q N/A
• Yes No QN/A
eYes No QN/A
® Yes QNo Q N/A
• Yes QNo Q N/A
® Yes QNo Q N/A
*Yes QNo QN/A
®Yes No QN/A
• Yes No QN/A
® Yes QNo Q N/A
• Yes No Q N/A
• Yes QNo Q N/A
® Yes No Q N/A
®Yes No QN/A
Yes QNo Q N/A
• Yes No QN/A
eYes QNo QN/A
• Yes No Q N/A
•Yes QNo QN/A
• Yes No QN/A

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E.. Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
October 8, 2003
Mr. Jon Dyer, Director
Union County Public Works
400 N. Church Street
Monroe, North Carolina 28112
Subject: Notice of Deficiency
Non -Discharge Compliance Inspection
Union County Wastewater Collection
System
Union County
Dear Mr. Dyer:
Enclosed is a copy of the Collection System Inspection Report for the inspection
conducted at the subject facility on June 19, 2003 by Ms. Sonja Williams and Ms. Dee Browder
of this Office. Please inform the facility's Operator -in -Responsible Charge (ORC) of our
findings by forwarding a copy of the enclosed report. Please note the answers given on the
inspection form pertain only to those portions of the collection system visited during the
inspection.
The Union County collection system consists of approximately 320 miles of sewer line
and approximately 7,000 manholes. The system has 67 pump stations (with 45 portable •
generators).
Facilities visited during the inspection were Hermitage pump station, Man of War drive
manhole, Drayton Hall pump station, Lake Park pump station, Conifer Circle + Frederick Street
manhole, Eastside pump station # 1 (and first manhole), Eastside pump station # 2 (and first
manhole), and Eastside pump station # 3.
Please note that the numbers preceding the following comments correspond to the
numbers preceding the questions in the attached inspection report.
File Review
(1) A review of the Division of Water Quality (DWQ) database revealed numerous
and repetitive reported sanitary sewer overflows (SSOs) from January 1, 2002 to
June 19, 2003.
Union County has -identified two problem areas associated with maintenance
issues (Waxhaw and Lake Park); and one area associated with chronic sanitary
sewer overflows (Eastside collection system).
Phone [phone]
Fax [phone]
Mooresville Regional Office, 919 North Main Street, Mooresville, North Carolina 28115
Customer Service
1-877-623-6748
NCDEP1R
S.
•

Mr. Jon Dyer
Page 2
October 8, 2003
Union County has contracts with the Town of Wingate and the Town of
Marshville for conveyance of the Towns' wastewater to the City of Monroe's
WWTP. Union County also conveys Pilgrim's Pride's wastewater to the Monroe
WWTP.
Although Union County has made good faith efforts to correct the sanitary sewer
overflow (SSO) problems associated with the Eastside collection system,
significant changes must be made to correct and significantly reduce SSOs at this
location. Corrective action will need to be taken by all contributing parties.
Collection system permits will individually address each contributors requirement
for upgrades necessary to their respective systems to reduce SSOs. Union County
will continue to be equally responsible for SSOs associated with the Eastside
system. As the contracted receiving system, Union County should work
collaboratively with their contributors to correct collection system inadequacies.
II. Gravity Sewers (Pump Stations)
(7) A 24 hour notification sign was posted at the visited pump stations on the day of
the inspection.
The signs posted do not indicate the name of the pump station. The pump stations
should be identified for ease of citizen's to call in for spills and other
emergencies. The signs should indicate a pump station identifier and 24 hour
phone number (this is referenced in the collection system permit section I (8)).
This report is being issued as a Notice of Deficiency (NOD) because of the
deficiencies noted in the File Review and Gravity Sewer sections of the Inspection Report.
It is requested that a written response be submitted to this office by November 7, 2003,
addressing the deficiencies noted above. In responding, please state corrective actions for the
noted deficiencies. Your comments should be submitted to the attention of Ms. Williams.
Overall, Union County does an excellent job of record keeping. Mr. David Fox, ORC,
and staff should be commended on their efforts.

Mr. Jon Dyer
Page 3
October 8, 2003
If you have questions concerning this report, please do not hesitate to contact Ms.
Williams or me at [phone].
Sincerely,
D. Rex Gleason, P.E.
Water Quality Regional Supervisor
Enclosure
cc: Union County Health Department
NDPU

'State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
WilliamG. Ross Jr., Secretary
Gregory J. Thrope, Ph.D., Acting Director
WQ Permit Number
A,
___ _ ....._ _ _ _
wolf, .
11 •
NCDEN
NORTH CA 0_ N.4 DEr:4RTWENT 1F
Non -Discharge Compliance Inspection
County Um! oA)
Permittee UN t o1J COUNT `?
Issuance Date
Expiration Date
Soc Issuance Date
Permittee Contact
ORC Certification #
ORC Name
24hr Contact Name
Jon) DYER
14 /56
DA v/ D FzX
DA YID Fox
Reason For Inspection (Select One)
Type Of Inspection (Select One)
nspection Summary
Inspector's Name
Phone Inspector
Inspection Date
Npdes Number(s)
Soc ExpirationDate
Phone Permittee Contact 704 29 6 4 2 /4-
Phone ORC 0 4 29 (o 4 2 J 4
Phone 24hr 764 z96, 4 2 14
• Routine 0 Complaint 0 Follow -Up 0 Other...
• Collection System
SoNJA WILL-1,AMS sW
-704 . 66s • 1(0.q7
ob /19/2003.
Inspector's Title
Fax Inspector
WWTP CoNsLL.TNr
7c 4 - 663. 6040
page 1

Non Discharge Compliance Collection System Inspection
Permittee I Uhl! A/ coOAir '7
Permit Number
Inspection Date
File Review
1
06 /i9/zoa3
1. Does DWQ Database indicate repetitive overflows at any point?
If yes is there a corrective action plan?
2. Was there a map of the collection system?
3. Did records indicate general observations of all lines not visible from normal public access?
Regular visual inspections of high priority areas?
4. Did records indicate that right of ways are maintained to allow access?
5. Were there areas of regular or scheduled cleaning?
6. Was there a spare parts inventory and list of contractors?
7. Was the spare parts inventory adequate?
8. Were maintenance logs up-to-date and include inspections, tests, maintenance?
9. Was there a trouble log of all problems that include the following information?
Overflows locations, who responded, time/date, action taken, cause of problem/overflow
and how the problem was resolved.
10. Does the Town have a Sewer Use Ordinance?
Does it appear the SUO is enforced?
11.Does the system have any -known points of bypass?
If yes describe type of bypass and location.
S Yes QNo Q N/A
• Yes QNo Q N/A
• Yes QNo Q N/A
• Yes QNo Q N/A
Yes QNo Q N/A
• Yes QNo QN/A
• Yes No Q N/A
• Yes QNo QN/A
• Yes No Q N/A
• Yes QNo Q N/A
® Yes QNo Q N/A
• Yes QNo Q N/A
• Yes QNo Q N/A
Q Yes • No Q N/A
12.Did records log pumpstation telemetry/SCADA notifications?
Gravity Sewers
Manholes
1. Were manholes accessible?
2. Were manhole covers above grade?
Was the surrounding area free of visible signs of overflow?
Was the surrounding area free of sinkholes or depressions?
3. Were manhole covers present and properly seated?
4. Were manholes in good condition?
5. Were inverts in good condition?
6. Was flow visibly unrestricted in pipe or manhole?
7. Was the manhole free of an excessive amount of grease?
• Yes No Q N/A
• Yes QNo Q N/A
QYes QNo QN/A
• Yes QNo Q N/A
*Yes QNo Q N/A
• Yes QNo Q N/A
• Yes QNo Q N/A
Q Yes QNo Q N/A
Q Yes QNo Q N/A
• Yes QNo Q N/A
Q Yes QNo Q N/A
• Yes No Q N/A
• Yes 0No 0 N/A

page z
Non Discharge Compliance Collection System Inspection
Permittee
Permit Number
Inspection Date
Gravity Sewers (continued)
VNtorl COUNTY
o&/19/2003
8. Was the manhole free of an excessive amount of roots?
9. Was the manhole free of an excessive amount of sand?
10. Was there evidence of submergence of vents?
11. Was the manhole free of visible bypass structures or pipes?
Lines/Right-of-Ways
1. Were easements and right-of-ways maintained?
2. Was the area free of sink holes or depressions above the lines?
3. Was the line free of evidence of leakage or seepage?
4. Were there areas of exposed line?
Were exposed lines constructed of piping other than ductile iron or comparable?
5. Were stream/ditch crossings and aerial supports in good condition?
6. Were right-of-ways being used for roads?
7. Were lines free of evidence or history of damage?
Pump Stations / Siphons
1. Were pump station / siphon sites accessible?
2. Was general housekeeping adequate?
3. Were all pumps present and operational?
4. Were wet wells/siphons free of accumulations of debris that could potentially affect the
operation of the unit?
5. Was the first manhole up line from the pump station or siphon free of signs of backup,
overflow, or debris originating from the line?
6. Were all floats/controls for pumps, alarms or alternators operational?
7. Did high water alarms work when tested?
8. Did ORC have pump station/siphon maintenance log?
9. Was telemetry, SCADA present?
Operable?
10. Were backflow devices in place and operable?
11. Where necessary were air relief valves present and operable?
12. Were standby generators present?
Operable? • Yes 0 No Was fuel tank full?
13. Was there a 24hr notification sign?
14. Was public access limited?
15. Was the pump station/siphon free of bypass mechanisms?
16. Was the pump station/siphon free of signs of overflow?
17. Was there chemical addition present?
® Yes QNo Q N/A
• Yes QNo Q N/A
eYes QNo QN/A
• Yes QNo Q N/A
• Yes No QN/A
• Yes QNo Q N/A
• Yes QNo QN/A
® Yes QNo Q N/A
• Yes QNo Q N/A
• Yes QNo Q N/A
'Q Yes • No Q N/A
• Yes QNo QN/A
Yes QNo Q N/A
® Yes No Q N/A
*Yes QNo Q N/A
• Yes QNo Q N/A
® Yes No Q N/A
® Yes No Q N/A
® Yes QNo Q N/A
• Yes QNo QN/A
® Yes QNo Q N/A
t� Yes QNo Q N/A
• Yes QNo QN/A
• Yes No QN/A
• Yes QNo Q N/A
® Yes No Q N/A
• Yes QNo Q N/A
S Yes QNo Q N/A
• Yes No Q N/A
•Yes QNo QN/A
• Yes 0No 0 N/A

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@e
UNION COUNTY PUBLIC WORKS DEPART;
Jon C. Dyer, P.E., Director
NOV 1 4 2001
November 7, 2001
Mr. Don Price
NCDENR
DWQ
919 North Main Street
Mooresville, North Carolina 28115
SUBJECT: Non -Discharge Facility Inspection
Sewer Collection System
Union County Public Works
Dear Mr. Price:
Public Works is in receipt of the inspection report dated October 15, 2001. The report
requested a written response to a noted telemetry deficiency by November 2, 2001.
Public Works' proposed course of action for correction of the deficiency is underway.
The appropriation of money to purchase and install telemetry will be requested from the
Board of County Commissioners (please find a DRAFT memo attached). Public Works
will endeavor to place this issue on the November 19th Board Agenda.
I will provide a more detailed report as progress is made. Thank you for your assistance
in these matters.
Respectfully,
Assistant Public Works Director
CC: Jon Dyer, Public Works Director
400 North Church St. . Monroe, North Carolina 28112-4804 . Phone: [phone] . Fax: [phone]

Mem
DATE:
TO:
UNION COUNTY PUBLIC WORKS DEPARTMENT
Jon C. Dyer, P.E., Director
November 7, 2001
Board of County Commissioners
Interim County Manager
Mike Shalati, Assistant County Manager
Clerk to Board
Finance
FROM: Jon Dyer, Public Works Director
SUBJECT:
Sewer System - State Inspection
Request for Funds
i
4)4,4,t).
Mr. Don Price with the North Carolina Division of Water Quality conducted an inspection of the
County's wastewater collection system on September 25, 2001. The inspection report was
favorable (as anticipated) but did note a system deficiency. The deficiency reads as follows:
"All pump stations in the system are not equipped with telemetry. Due to the large
number of stations, 68, it is recommended that alt stations be equipped with telemetry to
allow for improved emergency notification".
Also, but not related to the inspection, the lack of telemetry is resulting in elevated overtime
hours. By State rule, all stations without telemetry must be checked seven (7) days per week
including holidays. Stations with telemetry are only required to be checked once per week. It
currently takes two (2) men on Saturday, Sunday and holidays to check all stations.
In addition, during periods of power outage, Public Works Staff must "hard -wire" generators to 24
wastewater pump stations in the Waxhaw area in order to prevent a potential spill. Hard -wiring
consists of de -energizing the pump station via the main electrical disconnect and connecting the
generator directly to the station's control panel. This practice is unsafe for Staff and unsafe for
pump station controls (main disconnect bypassed) and potentially unsafe for "the power
company" since the possibility for the back -feed of power exists. All of these unsafe conditions
and inefficient practices can be eliminated with the addition of an Emergency Power Transfer
Switch at each pump station.
The Environmental Protection Agency (EPA) is taking a "zero tolerance" posture toward
wastewater spills. Public Works strives to keep alt operations under it's charge efficient, cost
effective and compliant with all rules and regulations. UCPW"respectfully requests that a total of
$28,000 ($15,000 for telemetry and $13,000 for transfer switches) be appropriated from Retained
Eamings to allow for the purchase of the telemetry and power transfer switches as discussed
above.
Public Works will answer questions as may be needed.
400 North Church St. . Monroe, North Carolina 28112-4804 . Phone: [phone] . Fax: [phone]