NC0041246_Application (ATC)_20240917

P.O. Box 129
Morrisville, NC 27560
[phone]
MacCONNELL & Associates, P.C.
engineering Today For Tomorrow's Future"
August 27, 2024
To: On Tuvia
NC Division of Water Resources
Division of Water Resources- NPDES
Attn: Ori Tuvia- 9th Floor
512 N. Salisbury St. Raleigh, NC 27604
Telephone: [phone]
To Mr. Tuvia:
501 Cascade Pointe Lane
Suite 103
Cary, NC 27513
www.macconnellandassoc.com
This letter accompanies an Authorization to Construct Application for a minor modification to an
existing discharge permit (NPDES No. NC0041246). Within the application package you will
find the following information: ATC 10-23 Form, project narrative, property ownership
documentation, existing permit, project specifications, engineering calculations, equipment,
operation & maintenance plan, and construction drawings. The proposed system modifications
will consist of replacing dosing tank pumps and one of the bag filters with similar technologies.
Flows are not proposed to increase nor will the treatment capacity of the system. Additional details
regarding the proposed modifications can be found in the project narrative section of this submittal.
Thank you for your consideration of this Authorization to Construct Application. If you have any
questions or require additional information, please contact me or Annie Foxworth at (919) 467-
1239.
Sincerely,
Gary MacConnell, PE
President

West Lincoln High School WWTP
172 Shoal Road
Lincolnton
Permit No. NCO041246
Lincoln County, North Carolina
Minor Modification
Application Package
Project No.: C21402.00
Submittal Date: August,27, 2024
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Prepared By:
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103 P.O. Box 129
Cary, NC 27513 Morrisville, NC 27560
Phone: [phone] Fax: [phone]

Table of Contents
• Application for Authorization to Construct (Form ATC 10-23)
• Project Narrative
• Proof of Ownership
• Existing Permit (NC0041246)
• Project Specifications
• Engineering Calculations
• Equipment
• Operation & Maintenance Procedures
• Construction Drawings

West Lincoln High School WWTP
Minor Modification
Application for Authorization to Construct
orm ATC 10-23)
` f SEAL
's
r
17069
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT
FORM ATC 10-23
SECTION 1: INSTRUCTIONS AND INFORMATION
A. The Division of Water Resources will accept this application package for review only if all of the items are provided and the
application is complete. Failure to submit all of the required items will result in the application package being returned as incomplete
per 15A NCAC 02T .0105(b).
B. A check or money order must be submitted in the amount of $1000.00 (except minor modifications) dated within 90 days of
application submittal and made payable to North Carolina Department of Environmental Quality (NCDEQ).
C. Plans and specifications must be prepared in accordance with 15 NCAC 02H. 0100, 15A NCAC 02T, North Carolina General
Statute 133-3, North Carolina General Statute 143-215.11 and Division of Water Resources Minimum Design Criteria for NPDES
Wastewater Treatment Facilities.
D. The plans and specifications submitted must represent a completed final design that is ready to advertise for bid.
E. Any content changes made to this Form ATC 10-23 shall result in the application package being returned.
F. The Applicant shall submit ONE ORIGINAL and ONE DIGITAL COPY (CD) of the application, all supporting documentation
and attachments. All information must be submitted bound or in a 3-ring binder, with a Section tab for each Section, except the
Engineering Plans.
G. Check the boxes below to indicate that the information is provided and the requirements are met.
H. If attachments are necessary for clarity or due to space limitations, such attachments are considered part of the application package
and must be numbered to correspond to the item referenced.
I. For any project that requires review under the State Environmental Policy Act (SEPA), an Authorization to Construct cannot be
issued prior to the completion of a State Clearinghouse advertisement period for a FONSI, EIS, etc. unless the project qualifies for
a Determination of Minor Construction Activity or the funding entity specifies that this requirement does not apply.
J. For more information, visit the Division of Water Resources web site at: hltp://portal.ncdenr.oriz/web/wq/swp//ps/npdes.
K. In addition to this Authorization to Construct, the Applicant should be aware that other permits may be required from other Sections
of the Division of Water Resources (for example: reclaimed water facilities permits; Class A or B biosolids residuals permit).
SECTION 2: APPLICANT INFORMATION AND PROJECT DESCRIPTION
A. APPLICANT
Applicant's name
Lincoln County Schools/West Lincoln High School
Signature authority's name per 15A NCAC 02T .0106(b)
Theodore Ramsey
Signature authority's title
Director of Maintenance
Complete mailing address
PO Box 400, Lincolnton, NC 28092
Telephone number
[phone]
Email address
[e-mail]
B. PROFESSIONAL ENGINEER
Professional Engineer's name
Professional Engineer's title
President
North Carolina Professional Engineer's License No.
17069
Firm name
MacConnell & Associates, PC
Firm License number
C-1039
Complete mailing address
PO Box 129, Morrisville, NC 27560
Telephone number
[phone]
Email address
[e-mail]
APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT (FORM ATC 10-23) Page 1

DWR
Division of Water Resources
C. NPDES PERMIT
State of North Carolina
Department of Environmental Quality
Division of Water Resources
APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT
FORM ATC 10-23
NPDES Permit number
NCO041246
Current Permitted flow (MGD) — include permit
0.014
flow phases if applicable
D. PROJECT DESCRIPTION
Provide a brief description of the project: Install 16,000-gallon flow equalization tank ahead of the two septic tanks to
accommodate surges of peak flow. Change existing duplex grinder pumps in dosing tank with duplex STEP pumps and install
pump screens for each pump. Recommend installation of three Polylok PL-525 in second compartment of first septic tank.
SECTION 3: APPLICATION ITEMS REQUIRED FOR SUBMITTAL FOR ALL PROJECTS
A. Cover Letter
® The letter must include a request for the Authorization to Construct; the facility NPDES Number; a brief project description
that indicates whether the project is a new facility, facility modification, treatment process modification, or facility expansion;
the construction timeline; and a list of all items and attachments included in the application package.
❑ If any of the requirements of 15 NCAC 02H. 0100, 15A NCAC 02T, North Carolina General Statute 133-3, North Carolina
General Statute 143-215.1, and Division of Water Resources Minimum Design Criteria for NPDES Wastewater Treatment
Facilities are not met by the proposed design, the letter must include an itemized list of the requirements that are not met.
❑ If the project is funded by American Rescue Plan Act (ARPA) funds, please include the ARPA project number in the cover
letter and here
B. NPDES Permit
N Submit Part I of the Final NPDES permit for this facility that includes Part A (Effluent Limitations and Monitoring
Requirements) for the monthly average flow limit that corresponds to the work that is requested for this project.
C. Special Order by Consent
❑ If the facility is subject to any Special Orders by Consent (SOC), submit the applicable SOC.
® Not Applicable.
D. Finding of No Significant Impact or Record of Decision
❑ Submit a copy of the Finding of No Significant Impact or Record of Decision for this project.
❑ Provide a brief description of any of the mitigating factors or activities included in the approved Environmental Document
that impact any aspect of design of this project, if not specified in the Finding of No Significant Impact or Record of
Decision.
® Not Applicable.
E. Engineering Plans
® Per 15A NCAC 02T .0504(c)(1), submit one set of detailed plans that have been signed, sealed and dated by a North Carolina
Licensed Professional Engineer.
® Per 21 NCAC 56 .1103(a)(6), the name, address and License number of the Licensee's firm shall be included on each sheet of
the engineering drawings.
APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT (FORM ATC 10-23) Page 2

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources
APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT
FORM ATC 10-23
® Plans must be labeled as follows: FINAL DRAWING — FOR REVIEW PURPOSES ONLY — NOT RELEASED FOR
CONSTRUCTION.
® 15A NCAC 02H .0124 requires multiple (dual at a minimum) components such as pumps, chemical feed systems, aeration
equipment and disinfection equipment. Is this requirement met by the design? ❑ Yes or ❑ No. If no, provide an explanation:
Plans shall include:
❑ Plans for all applicable disciplines needed for bidding and construction of the proposed project (check as appropriate):
❑ Civil ® Not Applicable
® Process Mechanical
❑ Not Applicable
❑ Structural
® Not Applicable
® Electrical
® Not Applicable
® Instrumentation/Controls
❑ Not Applicable
❑ Architectural
® Not Applicable
❑ Building Mechanical
® Not Applicable
® Building Plumbing
❑ Not Applicable
® Plan and profile views and associated details of all modified treatment units including piping, valves, and equipment (pumps,
blowers, mixers, diffusers, etc.)
❑ Are any modifications proposed that impact the hydraulic profile of the treatment facility? ❑ Yes or ® No. If yes, provide a
hydraulic profile drawing on one sheet that includes all impacted upstream and downstream units. The profile shall include
the top of wall elevations of each impacted treatment unit and the water surface elevations within each impacted treatment unit
for two flow conditions: (1) the NPDES permitted flow with all trains in service and (2) the peak hourly flow with one treatment
train removed from service.
❑ Are any modifications proposed that impact the process flow diagram or process flow schematic of the treatment facility? ❑
Yes or ® No. If yes, provide the process flow diagram or process flow schematic showing all modified flow paths including
aeration, recycle/return, wasting, and chemical feed, with the location of all monitoring and control instruments noted.
F. ® Engineering Specifications
® Per 15A NCAC 02T .0504(c)(2), submit one set of specifications that have been signed, sealed and dated by a North Carolina
Licensed Professional Engineer.
® Specifications must be labeled as follows: FINAL SPECIFICATIONS — FOR REVIEW PURPOSES ONLY — NOT
RELEASED FOR CONSTRUCTION.
Specifications shall include:
® Specifications for all applicable disciplines needed for bidding and construction of the proposed project (check as appropriate):
® Civil ❑ Not Applicable
❑ Process Mechanical
® Not Applicable
❑ Structural
® Not Applicable
® Electrical
❑ Not Applicable
® Instrumentation/Controls
❑ Not Applicable
❑ Architectural
® Not Applicable
❑ Building Mechanical
® Not Applicable
® Building Plumbing
❑ Not Applicable
® Detailed specifications for all treatment units and processes including piping, valves, equipment (pumps, blowers, mixers,
diffusers, etc.), and instrumentation.
APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT (FORM ATC 10-23) Page 3

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT
FORM ATC 10-23
® Means of ensuring quality and integrity of the finished product including leakage testing requirements for structures and
pipelines, and performance testing requirements for equipment.
❑ Bid Form for publicly bid projects.
G. Construction Sequence Plan
® Construction Sequence Plan such that construction activities will not result in overflows or bypasses to waters of the State. The
Plan must not imply that the Contractor is responsible for operation of treatment facilities. List the location of the Construction
Sequence Plan as in the Engineering Plans or in the Engineering Specifications or in both: Installation will occur over
the weekend when school is closed
H. Engineering Calculations
® Per 15A NCAC 02T .0504(c)(3), submit one set of engineering calculations that have been signed, sealed and dated by a North
Carolina Licensed Professional En ig neer; the seal, signature and date shall be placed on the cover sheet of the calculations.
For new or expanding facilities and for treatment process modifications that are included in Section 4.C, the calculations
shall include at a minimum:
❑ Demonstration of how peak hour design flow was determined with a justification of the selected peaking factor.
❑ Influent pollutant loading demonstrating how the design influent characteristics in Section 4.13.2 of this form were determined.
❑ Pollutant loading for each treatment unit demonstrating how the design effluent concentrations in Section 4.13.2 of this form
were determined.
❑ Hydraulic loading for each treatment unit.
® Sizing criteria for each treatment unit and associated equipment (blowers, mixers, pumps, etc.)
® Total dynamic head (TDH) calculations and system curve analysis for each pump specified that is included in Section 4.C.6.
® Buoyancy calculations for all below grade structures.
❑ Supporting documentation that the specified auxiliary power source is capable of powering all essential treatment units.
I. Permits
® Provide the following information for each permit and/or certification required for this project:
Permit/Certification
Not
Applicable
Date
Submitted
Date
Approved
Permit/
Certification
Number
If Not Issued Provide
Status and Expected
Issuance Date
Dam Safety
8/27/24
Soil Erosion and Sediment Control
8/27/24
USCOE / Section 404 Permit
8/27/24
Water Quality Certification (401)
8/27/24
USCOE / Section 10
8/27/24
Stormwater Management Plan
8/27/24
CAMA
8/27/24
NCDOT Encroachment Agreement
8/27/24
Railroad Encroachment Agreement
8/27/24
Other:
8/27/24
APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT (FORM ATC 10-23) Page 4

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources
APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT
FORM ATC 10-23
J. Residuals Management Plan
❑ For all new facilities, expanding facilities, or modifications that result in a change to sludge production and/or sludge processes,
provide a Residuals Management Plan meeting the requirements of 15A NCAC 02T .0504(i) and .0508; the Plan must include:
❑ A detailed explanation as to how the generated residuals (including trash, sediment and grit) will be collected, handled,
processed, stored, treated, and disposed.
❑ An evaluation of the treatment facility's residuals storage requirements based upon the maximum anticipated residuals
production rate and ability to remove residuals.
❑ A permit for residuals utilization or a written commitment to the Applicant from a Permittee of a Department approved
residuals disposal/utilization program that has adequate permitted capacity to accept the residuals or has submitted a
residuals/utilization program application.
❑ If oil, grease, grit or screenings removal and collection is a designated unit process, a detailed explanation as to how the
oil/grease will be collected, handled, processed, stored and disposed.
E Not Applicable.
SECTION 4: PROJECT INFORMATION
A. WASTEWATER TREATMENT PLANT FLOW INFORMATION — COMPLETE FOR NEW OR
EXPANDING FACILITIES
1. Provide the following flow information:
Plant Flows
Existing Plant Design
MGD
Current NPDES Permit Limit
MGD
Current Annual Average
(past 12 months)
MGD
For Past 12 Months:
Start Date: month/yr
End Date: month/yr
For Past 24 Months:
Start Date: month/yr
End Date: month/yr
Maximum Month
MGD
MGD
Maximum Day
MGD
MGD
Peak Hour
MGD
MGD
APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT (FORM ATC 10-23) Page 5

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT
FORM ATC 10-23
B. WASTEWATER TREATMENT FACILITY DESIGN INFORMATION — COMPLETE FOR NEW OR
EXPANDING FACILITIES AND FOR TREATMENT PROCESS MODIFICATIONS
1. Have all of the requirements of 15 NCAC 02H. 0100, 15A NCAC 02T, North Carolina General Statute 133-3, North
Carolina General Statute 143-215.11 and Division of Water Resources Minimum Design Criteria for NPDES Wastewater
Treatment Facilities been met by the proposed design and specifications? ® Yes or ❑ No. If no, provide justification as to
why the requirements are not met, consistent with 15A NCAC 02T .0105(n):
2. Provide the design influent and effluent characteristics that are used as the basis for the project design, and the NPDES
permit limits for the following parameters:
Project Basis of Design
Influent
Design Influent
Design Influent
Concentration
Concentration
Load
- Current
(Must be
(Must be
Annual
supported by
supported by
Design Effluent
Average (past
Engineering
Engineering
Concentration and/or
NPDES Permit Limits
12 months) if
Calculations
Calculations
Load
(monthly average)
Parameter
Available
Section 3.11
Section 3.11
Ammonia Nitrogen
mg/L Summer
mg/L Summer
(NH3-N)
mg/L
mg/L
lb/day
mg/L Winter
mg/L Winter
Biochemical
30 mg/L Summer
30 mg/L Summer
Oxygen Demand
mg/L
mg/L
lb/day
(BOD5)
30 mg/L Winter
30 mg/L Winter
Fecal Coliform
200 per 100 mL
200 per 100 mL
Nitrate + Nitrite
Nitrogen (NO3-N +
mg/L
mg/L
NO2-N
Total Kjeldahl
mg/L
Nitrogen
mg/L
mg/L
Total Nitrogen
lb/year
lb/year
mg/L
mg/L
Total Phosphorus
mg/L
mg/L
lb/day
lb/year
lb/year
Total Suspended
Solids (TSS)
mg/L
mg/L
lb/day
30 mg/L
30 mg/L
3. Based on the "Project Basis of Design" parameters listed above, will the proposed design allow the treatment facility to meet
the NPDES Permit Limits listed above? ® Yes or ❑ No. If no, describe how and why the Permit Limits will not be met
APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT (FORM ATC 10-23) Page 6

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources
APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT
FORM ATC 10-23
4. Per 15A NCAC 02T .0505(i), by-pass and overflow lines are prohibited. Is this condition met by the design? ® Yes or ❑
No If no, describe the treatment units bypassed, why this is necessary, and where the bypass discharges:
5. Per 15A NCAC 02T .0505(k), multiple pumps shall be provided wherever pumps are used. Is this condition met by the
design? ® Yes or ❑ No. If no, provide an explanation:
6. Per 15A NCAC 02T .0505(1), power reliability shall be provided consisting of automatically activated standby power supply
onsite capable of powering all essential treatment units under design conditions, or dual power supply shall be provided per
15A NCAC 02H. 0124(2)(a). Is this condition met by the design? ® Yes or ❑ No. If no, provide (as an attachment to
this Application) written approval from the Director that the facility:
➢ Has a private water supply that automatically shuts off during power failures and does not contain elevated water storage
tanks, and
➢ Has sufficient storage capacity that no potential for overflow exists, and
➢ Can tolerate septic wastewater due to prolonged detention.
7. Per 15A NCAC 02T .0505(o), a minimum of 30 days of residual storage shall be provided. Is this condition met by the
design? ® Yes or ❑ No. If no, explain the alternative design criteria proposed for this project in accordance 15A NCAC
02T .105(n):
8. Per 15A NCAC 02T .0505(g), the public shall be prohibited from access to the wastewater treatment facilities. Explain how
the design complies with this requirement:
9. Is the treatment facility located within the 100-year flood plain? ❑ Yes or ® No. If yes, describe how the facility is
protected from the 100-year flood:
C. WASTEWATER TREATMENT UNIT AND MECHANICAL EQUIPMENT INFORMATION — COMPLETE
FOR NEW OR EXPANDING FACILITIES AND FOR MODIFIED TREATMENT UNITS
1. PRELIMINARY AND PRIMARY TREATMENT i.e., physical removal operations and flow equalization):
No. of
Plan Sheet
Specification
Calculations
Treatment Unit
Units
Type
:L
Size per Unit
Reference
Reference
Provided.
(Yes or No)
Manual Bar Screen
MGD at peak hourly flow
Mechanical Bar
MGD at peak hourly flow
Screen
Grit Removal
MGD at peak hourly
flow
Flow Equalization
1
--
16,000 gallons
D-101
1
Yes
Primary Clarifier
Circular
ft diameter; ft side
water depth
Primary Clarifier
Rectangular
square feet; ft side
water depth
First Septic
Polylok PL-525
Other
1
Tank Effluent
(10,000gpd/filter)
D-102
4
No
Filters
APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT (FORM ATC 10-23) Page 7

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT
FORM ATC 10-23
2. SECONDARY TREATMENT (BIOLOGICAL REACTORS AND CLARIFIERS) (i.e., biological and chemical
processes to remove or 3,anics and nutrients
No. of
Plan Sheet
Specification
Calculations
Treatment Unit
Units
Type
Size per Unit
Reference
Reference
Provided.
(Yes or No)
Aerobic Zones/
gallons
Tanks
Anoxic Zones/
gallons
Tanks
Anaerobic
gallons
Zones/Tanks
Sequencing Batch
--
gallons
Reactor SBR
Membrane
gallons
Bioreactor MBR
Secondary
Circular
ft diameter; ft
Clarifier
side water depth
Secondary
Rectangular
square feet; ft
Clarifier
side water depth
Other
TERTIARY TREATMENT
No. of
Plan Sheet
Specification
Calculations
Treatment Unit
Units
Type
Size per Unit
Reference
Reference
Provided.
es or No
Tertiary Clarifier
Circular
ft diameter; ft
side water depth
Tertiary Clarifier
Rectangular
square feet; ft
side water depth
Tertiary Filter
square feet
Tertiary Membrane
square feet
Filtration
Post -Treatment
gallons
Flow Equalization
Post -Aeration
gallons
Other
4. DISINFECTION
No. of
Plan Sheet
Specification
Calculations
Treatment Unit
Units
Type
Size per Unit
Reference
Reference
Provided.
(Yes or No)
gal/day per bank at peak
Ultraviolet Light
(Parallel; in
hourly flow; number of
series)
banks; number of
lamps/bank
Chlorination
(Gas;
gallons of contact
tablet; liquid)
tank/unit
Dechlorination
(Gas;
gallons of contact
tablet; liquid)
tank/unit
APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT (FORM ATC 10-23) Page 8

DWR
Division of Water Resources
5. RESIDUALS TREATMENT
State of North Carolina
Department of Environmental Quality
Division of Water Resources
APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT
FORM ATC 10-23
No. of
Plan Sheet
Specification
Calculations
Treatment Unit
Units
Type
Size per Unit
Reference
Reference
Provided.
Yes or No
Gravity Thickening
square feet; ft side
Tank
water depth
Mechanical
Thickening/
dry lb/hour
Dewaterin
Aerobic Digestion
gallons
Anaerobic
gallons
Digestion
Composting
dry lb/hour
Drying
dry lb/hour
Other
6. PUMP SYSTEMS (include influent, intermediate, effluent, major recycles, waste sludge, thickened waste sludge and plant
drain DumDS)
Location
No. of
pumps
Purpose
Type
Capacity
of each
pump
Plan Sheet
Reference
Specification
Reference
GPM
TDH
Dosing Tank
2
doses recirculating
sand filters
Pentair Sta-Rite
STEP 50 1-1/2HP
230V
53
70.2
D-103
2
Flow EQ Tank
2
Doses first septic
tank
Zoeller N292
1/2 hp 115V
65
14.6
D-101
4
7. MIXERS
Location
No. of
Mixers
purpose
Type
Power of
each Mixer
HP
Plan Sheet
Reference
Specification
Reference
APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT (FORM ATC 10-23) Page 9

DWR
Division of Water Resources
8. BLOWERS
State of North Carolina
Department of Environmental Quality
Division of Water Resources
APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT
FORM ATC 10-23
Location
No. of
Blowers
Purpose
Type
Capacity of
each Blower
Plan Sheet
Reference
Specification
Reference
9. ODOR CONTROL
Location
No. of
Units
Purpose
Type
Plan Sheet
Reference
Specification
Reference
D. SETBACKS — COMPLETE FOR NEW WASTEWATER TREATMENT STRUCTURES
1. The minimum distance for each setback parameter to the wastewater treatment/storage units per 15A NCAC 02T .0506(b) are
as follows:
Minimum Distance
Is Minimum Distance
Required from Nearest
Requirement met by the
Setback Parameter
Treatment/Storage
Design. If "No", identify
Unit
Setback Waivers in Item D.2
Below
Any habitable residence or place of assembly under separate
100 ft
® Yes
❑ No
ownership or not to be maintained as part of the project site
Any private or public water supply source
100 ft
® Yes
❑ No
Surface waters (streams — intermittent and perennial, perennial
50 ft
® Yes
❑ No
waterbodies, and wetlands
Any well with exception of monitoring wells
100 ft
® Yes
❑ No
Any property line
50 ft
® Yes
❑ No
2. Have any setback waivers been obtained per 15A NCAC 02T .0506(d)? ❑ Yes or ® No. If yes, have these waivers been
written, notarized and signed by all parties involved and recorded with the County Register of Deeds? ❑ Yes or ❑ No. If no,
provide an explanation:
APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT (FORM ATC 10-23) Page 10

DWR
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT
FORM ATC 10-23
SECTION 5: APPLICATION CERTIFICATION BY PROFESSIONAL ENGINEER
Professional Engineer's Certification per 15A NCAC 02T .0105:
I, Gary S. MacConnell, PE , attest that this application package for an Authorization to Construct
(Typed Name of Professional Engineer)
for the West Lincoln Hi h School WWTP - Minor Modification
(Facility and Project Name)
was prepared under my direct supervisory control and to the best of my knowledge is accurate, complete and consistent
with the information supplied in the engineering plans, specifications, calculations, and all other supporting
documentation for this project. I further attest that to the best of my knowledge the proposed design has been prepared in
accordance with all applicable regulations and statutes, 15 NCAC 02H. 0100, 15A NCAC 02T, North Carolina General
Statute 133-3, North Carolina General Statute 143-215.1, and Division of Water Resources Minimum Design Criteria for
NPDES Wastewater Treatment Facilities, and this Authorization to Construct Permit Application, except as provided for
and explained in Section 4.B.1 of this Application. I understand that the Division of Water Resources' issuance of the
Authorization to Construct Permit may be based solely upon this Certification and that the Division may waive the
technical review of the plans, specifications, calculations and other supporting documentation provided in this application
package. I further understand that the application package may be subject to a future audit by the Division. Although
certain portions of this submittal package may have been prepared, signed and sealed by other professionals licensed in
North Carolina, inclusion of these materials under my signature and seal signifies that I have reviewed the materials and
have determined that the materials are consistent with the project design.
I understand that in accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any
false statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which
may include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal with written signature placed over or adjacent to the seal and dated:
%,��G.q •. ENG INS-``•��<''��.���Z�l
APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT (FORM ATC 10-23) Page 11

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources
APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT
FORM ATC 10-23
SECTION 6: APPLICATION CERTIFICATION BY APPLICANT
Applicant's Certification per 15A NCAC 02T .0106(b):
I, Theodore Ramsey , attest that this application package for an Authorization to
Constrict
(Typed Name of Signature Authority and Title)
for the West Lincoln High School W WTP - Minor Modification
(Facility and Project Name)
has been reviewed by me and is accurate and complete to the best of my knowledge. I also understand that if all required
parts of this application package 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. I further certify that in accordance with 15A
NCAC 02T .0120(b), the Applicant or any affiliate has not been convicted of environmental crimes, has not abandoned a
wastewater facility without proper closure, does not have an outstanding civil penalty where all appeals have been
abandoned or exhausted, are compliant with any active compliance schedule, and does not have any overdue annual fees.
I understand that the Division of Water Resources' issuance of the Authorization to Construct Permit may be based solely
upon acceptance of the Licensed Professional Engineer's Certification contained in Section 5, and that the Division may
waive the technical review of the plans, specifications, calculations and other supporting documentation provided in this
application package. I further understand that the application package may be subject to a future audit.
I understand that in accordance with General Statutes 143-215.6A and 143-215.6B any person who knowingly makes any
false statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which
may include a fine not t e eed $10,000, as w as civil penalties up to $25,000 per violation.
Signature: `�' Z/ Date:
THE COMPLETED APPLICATION AND SUPPORTING INFORMATION SHALL BE SUBMITTED
TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER RESOURCES/NPDES
By U.S. Postal Service By Courier/Special BDelivery Delivery:
1617 MAIL SERVICE CENTER 512 N. SALISBURY STREET, 9TH FLOOR
RALEIGH, NORTH CAROLINA 27699- RALEIGH, NORTH CAROLINA 27604
1617
TELEPHONE NUMBER: [phone]
APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT (FORM ATC 10-23) Page 12

West Lincoln High School WWTP
Minor Modification
Project Narrative
ENGINE ..Q . 2 7 t Z)-z
S.
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

Project Narrative
Introduction
The West Lincoln High School's wastewater treatment plant (WWTP) located on 176 Shoal Road
in Lincolnton, North Carolina currently operates under a discharge permit (NC0041246). The
WWTP has an existing wastewater treatment system that utilizes a Hayward bag filter system (two
filters) to remove additional FOG and TSS prior to the effluent entering the recirculating sand filter
system. Since the school year began, the operator has had to manually empty the bag filters as
often as every two days. MacConnell & Associates has been contracted to design an immediate
solution for the WWTP. This memorandum consists of an evaluation of the existing conditions
and the proposed changes will resolve the frequent bag filter maintenance.
Existing Conditions
The existing 0.014 MGD wastewater treatment facility consists of the following components:
• 2- 14,000-gallon septic tanks operated in series
• 12,000-gallon dosing tank with alternating duplex grinder pumps
• 12,000-gallon equalization tank
• Hayward bag filter system (two filters)
• 2- Recirculating sand filters w/drip emitter flow distribution system
• Flow splitter box
• Ultraviolet disinfection
• Effluent trapezoidal flume w/ultrasonic flow meter
• Effluent duplex pump station/ force main
Since the school year began, the operator has had to manually empty the bag filters as often as
every two days. The grease traps that serve the middle school and high school have been pumped,
but the issue still prevails. Results from a sample grab in the dosing tank revealed that FOG
concentrations were within the treatment capacity for the system, but the TSS concentrations were
high. High concentrations of TSS can be attributed to surges during peak flow times when
suspended solids are forced to pass through the septic tank effluent filters and as a result, solids
have accumulated in the dosing tank over time. This condition is exacerbated by the current use
of grinder pumps, which use blades to macerate solids as it pumps effluent. As a result, the settled
solids in the dosing tank are resuspended into a slurry like consistency before reaching the filters.
Proposed Conditions
We propose installing a 16,000-gallon flow equalization tank ahead of the two septic tanks -in -
series to accommodate the surges of peak flow that occur at lunchtime for both the high school
West Lincoln High School WWTP
Minor Modification
MacConnell & Associates, P.C. Project No.: C21402.00

and middle school. This tank shall house two (2) Myers ME-3 (1/2 hp, 240V) pumps operating
on a timed -dosed alternating duplex control panel by SJE Rhombus. Flow will now be dosed over
an 18-hour period. We also propose installing one (1) Polylok PL-525 effluent filter in the second
chamber of the first septic tank.
We also propose replacing the grinder pumps, which are a poor application for dosing a
recirculating sand filter with drip emitters, with Sta-Rite STEP pumps. Both pumps shall be
housed in pump screens with 1/8-in perforations to prevent larger solids from reaching the filters.
For the pumps, some plumbing will need to be done. The new pumps shall be wired to the existing
control panel.
Conclusion
The proposed changes will consist of installing a 16,000-gallon flow equalization tank with
Myers pumps and an alternating duplex control panel, installing one Polylok PL-525 effluent
filter in the first septic tank, and replacing the grinder pumps with Sta-Rite STEP pumps and
installing pump screens in the existing dosing tank. Flow rates are not proposed to increase.
This installation will require some pipework and minor electrical work. All proposed units shall
provide adequate levels of treatment for the WWTP's permitted standards.
West Lincoln High School WWTP
Minor Modification
MacConnell & Associates, P.C. Project No.: C21402.00

Project Contacts
Names, addresses, phone and fax numbers of the operator and engineer are as follows:
On -Site Operator
Mr. Theodore Ramsey
Director of Maintenance
P.O. Box 400
Lincolnton, NC 28092
Phone: [phone]
En i
Mr. Gary S. MacConnell, P.E.
MacConnell & Associates, P.C.
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]
West Lincoln High School WWTP
Minor Modification
MacConnell & Associates, P.C. Project No.: C21402.00

West Lincoln High School WWTP
Minor Modification
Proof of Ownership
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

BI< 3190 PG 412 - 4ZU (9)
This document presented and filed:
08/22/2022 11:44:53 AM
DEED
Fee $26.00 Transfer Tax: $0.00
656704 11111111111111111111111
Lincoln County North Carolina
Danny R. Hester, Register of Deeds
M A� NORTH CAROLINA SPECIAL WARRANTY DEED
✓�it'rtd JA C��lbe
Excise Tax: $0.00
Parcel Identifier Nos. 14634, 00179, 24577, 83307, 002925 02897, 85788, 00293
Prepared by &Return to: Megan H. Gilbert, Lincoln County Attorney, PO Box 738, Lincolnton, NC 28093
Brief description for the Index: School Properties
THIS DEED made August �, 2022, by and between
GRANTOR
LINCOLN COUNTY, a
body corporate and politic
PO Box 738
Lincolnton, NC 28093
GRANTEE
THE LINCOLN COUNTY BOARD OF
EDUCATION
PO Box 400
Lincolnton, NC 28093
The designation Grantor and Grmitee as used herein shall include snid parties, their heirs, successors, and assigns, and shall include singzelar,
plural, masculine, feminine or neuter ns required by context.
WIT
NESSETH, that the Grantors for a valuable consideration paid by the Grantee, the receipt of which is
hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee
simple, all that certain lot or parcel of land situated in the LINCOLN County, North Carolina and more
particularly described as follows:
SEE EXHIBIT A ATTACHED HERETO.
The foregoing property does not constitute the Grantors' residence.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto
belonging to the Grantee in fee simple.

BK 3190 PG 413 DOC# 656704
And the Grantors covenant with the Grantee, that Grantor has done nothing to impair such title as Grantor
received, and Grantor will warrant and defend the title against the lawful claims of all persons claiming by,
under or through Grantor.
Title to the property hereinabove described is subject to the following exceptions: N/A.
This conveyance has been approved pursuant to a resolution adopted on the 15`h day of August, 2022 by the
Lincoln County Board of Commissioners. The purpose of this conveyance is to transfer all real property
owned by the Grantor that is currently part of the Lincoln County School System, excluding North Lincoln
Middle School, to the Grantee.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above
written.
LINCOLI�j COUNTY, a body corporate and
Carrol Mitchem, Chairman
Lincoln County Board of Commissioners
= (SEAL)
erk
STATE OF NORTH CAROLINA
COUNTY OF LINCOLN
(SEAL)
I, Megan H. Gilbert, a Notary Public, certify that Amy S. Atkins personally came before me this day
and acknowledged that she is the Clerk to the Lincoln County Board of Commissioners and that by authority
duly given and as an act of Lincoln County, the foregoing instrument was signed in its name and by the
Chairman of the Lincoln County Board of Commissioners, Carrol Mitchem, sealed with its corporate seal
and attested by her, as the Clerk of the Lincoln County Board of the Commissioners.
Witness my hand and official seal this the (I day of August, 2022.
(SEAL)
Notary Public
My Commission Expires: Janua�l5, 20252025
MEGAN H. GILBERT
NOTARY PUBLIC
Catawba County
North Carolina
My Commission Expires Jan. IS* 2025

BK 3190 PG 414 DOC# 656704
EXHIBIT A
Norris S. Childers Elementary School (Parcel No. 146341
Being all that piece, parcel or lot of land, lying and being in the Howards Creek Township, and
known as the Norris E. Childers Elementary tract, and described by metes and bounds in accordance
with a plat and survey by Henline, Inc. Registered surveyors as follows:
BEGINNING at a new PK nail in the center line of Rock Dam Road (State Rd. # 1184) said
beginning point being the Southeastern corner of Thomas, (Deed Book 1230, page 474) and runs
thence with the center line of Rock Dam Road, South 33 deg. 37 min. 23 sec. East 370.00 feet to a
railroad spike in the centerline of said road the Northeast corner of Bowen property (Deed Book
1288 Page 117); then with the Bowen old line, South 56 deg. 23 min. 52 sec. West 35.63 feet to an
existing iron pin and blade; thence continuing with Bowen line South 56 deg. 23 min. 52 sec. West
218.95 feet to an existing blade; thence continuing with the Bowen old line South 33 deg. 28 min. 21
sec. East 170.64 feet to an iron pin, corner with Smith (Deed Book 1310, Page 781); then with Smith
Ad line and then continuing with Rorie (Deed Book 1449, Page 109), South 33 deg. 33 min. 31 sec.
East 290.85 feet to an existing iron pin, corner with Rorie and Wilson (Deed Book 1522, Page 234);
then with Wilson and others three calls as follows: South 33 deg. 41 min. 03 sec. East 99.72 feet to
an existing iron pin; thence South 33 deg. 12 min. 28 sec. East 241 feet to an existing iron pin; then
South 33 deg. 32 min. 41 sec. East 120.5 feet to an existing iron pin corner with Sampson (03 E
284); then with Sampson South 33 deg. 30 min. 58 sec. East 118.60 feet to an existing iron pin; then
South 48 deg. 55 min. 13 sec. East 60.10 feet to a point, then South 07 deg. 13 min. 41 sec. East
81.70 feet to a point, corner with Best Buy Homes, Inc. (Deed Book 1277, Page 223); then with Best
Buy Homes, Inc., South 05 deg. 49 min. 53 sec. East 78.72 feet to a point; then continuing with Best
Buy Homes, Inc., South 18 deg. 40 min. 35 sec. East 68.14 feet to a point corner with Norman (Deed
Book 1367, Page 491); then with Norman South 12 deg. 42 min. 43 sec. East 129.35 feet to a point,
then South 29 deg. 19 min. 12 sec. West 44.05 feet to a point; then continuing with Norman, South
44 deg. 01 min. 41 sec. East 75.54 feet to a point in Norman old line (Deed Book 1417, Page 687);
thence continuing with the old Nolrrlan line South 25 deg. 38 min. 16 sec. East 98.32 feet to a
point, corner with Gales (Deed Book 427, Page 31); then with the Gales old line, South 72 deg. 01
min. 40 sec. West 118.71 feet to an iron pin corner with Elmore, (Deed Book 607, Page 62), said
corner being located North 42 deg. 40 min. 40 sec. West 21.53 feet from an old control iron pin; then
three calls with Elmore as follows: North 42 deg. 40 min. 40 sec. West 100 feet to a point, then
North 42 deg. 40 min. 40 sec. West 917.37 feet to a control iron pin; then 64 deg. 15 min. 16 sec.
West 330 feet to a control iron pin; then continuing with the old line South 70 sec. 58 min. 16 sec.
West 194.70 feet to a new iron pin, corner with Self (Deed Book 426, Page 622) said iron pin being
located North 08 deg. 02 min. 55 sec. East 1881.69 feet from NCGS Monument "Bobs"; then with
the Self old line North 24 deg. 40 min. 30 sec. West 1320.21 feet to an existing blade in other lands
of Scronce; then with the old line North 80 deg. 02 min. 20 sec. East 415.02 feet to a new iron
pin corner with Thomas (Book 1230, Page 474); then with Thomas old line North 77 deg. 42 min. 37
sec. East 544.01 feet to a new iron pin on the edge of the right-of-way for Rock Dam Road; thence
continuing North 77 deg. 42 min. 37 sec. East 32.49 feet to a new PK nail in the center line of Rock
Dam Road the place and point of BEGINNING, containing 31.92 acres more or less.

BK 3190 PG 415 DOC# 656704
The above -described property was conveyed to the Grantor by that Warranty deed recorded
September 19, 2006 in Book 1854 at Page 784 of the Lincoln County Public Registry.
North Brook Elementary School (Parcel No. 00179)
All that certain piece, parcel or tract of land, situate, lying and being in North Brook Township,
Lincoln County, North Carolina, adjoining the lands of William Clyde Warlick, Hull property, other
lands of Pence Beam and other lands of Lincoln County Board of Education and fronting on the west
side of NC Highway 274, and more particularly described by metes and bounds in accordance with
an actual survey and plat, recorded in Plat Book F, Page 92, Lincoln County Public Registry, entitled
Lincoln County Schools (North Brook Site), prepared by Ronnie Dedmon, Registered Surveyor,
dated October 25, 1985, as follows.
BEGINNING at a nail in the center line of NC Highway No. 274, said nail being located North 29
deg. 42 min. 39 sec. West 76.31 feet from a point where the center line of Duke Power Company
right of way intersects with the center line of NC Highway No. 274, and runs thence with the
William Clyde Warlick old line, South 60 deg. 49 min. 38 sec. West 582.82 feet to a point in the
center of the right of way of the power line of Duke Power Company, thence continuing with
Warlick line, South 60 deg. 49 min. 38 sec. West 460.14 feet to a new iron stake, Warlick's corner,
thence with Hull property, North 25 deg. 20 min. 51 sec. West 59.78 feet to a point in the center line
Athe Duke Power Company right of way, thence North 25 deg. 20 min. 51 sec. West 76.19 feet to a
marked tree on the Hull old line, thence continuing with the Hull property line, North 25 deg. 20
min. 51 sec. West 81 L33 feet to a spike at the eastern edge of a 12 foot farm drive, being a new
corner in the lands of Pence Beam, and also being located South 25 deg. 20 min. 51 sec. East 41.88
Feet from an old iron corner, thence with the eastern edge of the 12 foot farm drive nine (9) calls as
follows: North 58 deg. 33 min. 24 sec. East 60.66 feet to a spike; thence, North 26 deg. 19 min. 26
sec. East 128.47 feet to a spike; thence North 45 deg. 58 min. 24 sec. East 105.94 feet to a spike;
thence, North 03 deg. 22 min. 27 sec. East 84.57 feet to a spike; thence North 05 deg. 33 min. 00 sec.
East 79.02 feet to a spike; thence North 26 deg. 48 min. 49 sec. East 154.95 feet to a spike; thence
North 14 deg. 37 min. 10 sec. East 63.56 feet to a spike; thence North 4 deg. 40 min. 30 sec. West
64.18 feet to a spike; thence North 18 deg. 58 min. 45 sec. West 156.85 feet to an iron stake, corner
of the property of the Lincoln County Board of Education; thence with the old line of the Lincoln
County Board of Education, North 72 deg. 00 min. 31 sec. East 224.95 feet to a new iron stake,
corner of the property of the American Legion, thence two (2) lines with the property of the
American Legion Post No. 371, South 24 deg. 22 min. 20 sec. East 165 feet; thence North 72 deg. 00
min. 31 sec. East 264 feet to a nail in the center line of NC Highway No. 274, the same being the
corner of the American Legion property; thence with the center line of NC Highway 274, four (4)
calls as follows: South 74 deg. 22 min. 20 sec. East 596.89 feet to a nail; thence South 25 deg. 24
min. 20 sec. East 295.29 feet to a nail; thence South 27 deg. 53 min. 27 sec. East 204.89 feet to a
nail; thence, South 29 deg. 42 min. 39 sec. East 175.58 feet to the point of BEGINNING, containing
29.34 acres, more or less.
The above tract of land is subject to a right of way in favor of Duke Power Company, recorded in
Book 473, Page 336, which right of way is on and along the southern portion of said tract.

BK 3190 PG 416 DOC# 656704
The above described tract of land is subject to the right of way of NC Highway No. 274 which right
of way is 60 feet in width and the western portion or 30 feet of said highway is on and along the
above described property.
The parties of the first part also grant unto the parties of the second part aright of ingress, egress and
regress over and along a 12400t farm road, located on the northwestern side of the above described
property, and said right of way or easement shall be perpetual and run with the land.
The above -described property was conveyed to the Grantor by that Warranty deed recorded May 18,
1998 in Book 1046 at Page 387 of the Lincoln County Public Registry.
Pumpkin Center Primary School and Pumpkin Center Intermediate School (Parcel No. 24577)
All that certain, piece, parcel or tract of land, situate, lying and being in Ironton Township, Lincoln
County, North Carolina, fronting on King Wilkinson Road and adjoining the lands of St. Luke's
Lutheran Church, Bill Mull, David E. Cox, James P. Drum and other lands of Olen Painter and being
more particularly described by metes and bounds in accordance with a plat and survey, prepared by
Ronnie Dedmon, Registered Surveyor, dated June 1, 1995, as follows:
BEGINNING at a three inch capped pipe common corner of the lands of 3ames P. Drum and other
lands of Olen Painter, said capped pipe being located, North 45 deg. 22 min. 35 sec. West 289.94
feet from a one inch rebar, also a corner of the lands of Olen Painter (Book 871, Page 574) and runs
thence from the point of beginning a new line in the Olen Painter lands, North 44 deg. 27 min. 34
sec. East, passing a two inch pipe at the right of way, 229.16 feet to a point in the center of State
Road No. 1349 (King Wilkinson Road) thence with the center line of the aforesaid road, South 45
deg. 01 min. 06 sec. East 622.08 feet to a point in the center line of the aforesaid road, thence,
continuing with the center line of said road, South 36 deg. 25 min. 26 sec. East 270.43 feet to a point
in the center line of State Road No. 1349, corner of the property of St. Luke's Lutheran Church,
thence with the line of St. Luke's Lutheran Church, (Book 463, Page 477) South 22 deg. 33 min. 36
sec. West, passing a power pole, 504.76 feet to a two inch pipe, corner of St. Luke's Lutheran
Church, thence continuing with St. Luke's Lutheran old line, South 51 deg. 34 min. 21 sec. East
297.55 feet to a two-inch pipe, corner of the lands of Bill Mull, thence with the old line of Bill Mull
property, South 53 deg. 23 min. 38 sec. West 1023.74 feet to a stone and iron corner of the Bill Mull
and David E. Cox et als property, thence with the Cox old line, North 56 deg. 26 min. 23 sec. West
187.50 feet to a gum tree; thence, North 22 deg. 56 min. 20 sec. West 500.23 feet to an iron near a
poplar; thence, North 30 deg. 55 min. 24 sec. West 322.04 feet to in iron on the bank of a small
branch near ash, corner of the property of James P. Drum, thence with the Drum old line, North 30
deg. 27 min. 37 sec. East 1061.19 feet to the point and place of BEGINNING, containing 34.10
acres, more or less.
The above described tract of land is a portion of and carved out of the lands described in deed
recorded in Book 499, Page 596, Lincoln County Public Registry.
The above -described property was conveyed to the Grantor by that Warranty deed recorded August
17, 1995 in Book 912 at Page 623 of the Lincoln County Public Registry.

BK 3190 PG 417 DOC# 656704
Lincolnton Middle School (Parcel No. 83307)
Being all that piece, parcel or lot of land, lying and being in the Lincolnton Township, and known as
the New Lincolnton Middle School tract, and described by metes and bounds in accordance with a
plat and survey by Henline, Inc. Registered surveyors as follows:
BEGINNING at a point in the centerline of the Startown Road corner of Reep (Book 669, Page 614)
said point of BEGINNING being located South 00-43-46 West 167.42 feet from NCGS Monument
"Chapman" and runs thence with the center of the Startown Road eight calls as follows: South 14-18-
28 West 63.81 feet to a point; then South 11-13-16 West 43.82 feet to a point; then South 8-27-23
West 125.45 feet to a point; then South 0449-57 West 1040.66 feet to a point; then South 4-17-53
West 185.29 feet to a point; then South 00-36-23 West 94.08 feet to a point; then South WA9-55
East 91.08 feet to a point; then South 07-12-11 East 102.20 feet to a pk nail in the centerline of the
Startown Road where it is intersected from the West by Waters Road; then two new lines in the
Waters' property with the centerline of Waters Road as follows: North 76-07-31 West 627.17 feet to
a railroad spike; then North 75-53-13 West 282.66 feet to a point in the centerline of Waters Road;
then leaving the centerline of Waters Road three new lines in the Waters' property: North 18-02-22
West 322.70 feet to a new iron pin; then North 01-41-37 East 298.37 feet to a new iron pin; then
North 54-5044 West 743.17 feet to a new iron pin in the old line; then with the old line of Waters
North 20-29-54 East 755.58 feet to an existing iron pin and T-post; then a new line in Waters
property North 55-39-24 East 481.72 feet to an existing iron pin and T-post in the line of Davis
(Book 938, Page 569) then with Davis old line South 63-27-30 East 822.86 feet to a point, corner
with Reep (Book 669, Page 614); then with the Reep old line South 63-27-30 East 328.37 feet to the
place and point of BEGINNING.
The above -described property was conveyed to the Grantor by that Warranty deed recorded
September 19, 2006 in Book 1854 at Page 784 of the Lincoln County Public Registry.
West Lincoln Middle School (Parcel No. 00292)
Adjoining the lands of Lincoln County Board of Education and Sidney Canipe; on the west by the
lands of Wilbur C. Canipe; on the south by lands of John Mosteller and Bobby Dean Saine; and on
the east by North Carolina Paved Road Number 1002, and more particularly described in accordance
with a survey and plat prepared by Gene Ross, Registered Surveyor, dated January 28, 1972, as
follows:
BEGINNING at a point in the center of North Carolina Paved Road No. 1002, being Bobby Dean
Sain corner on the Carl Russell Canipe old line (iron marker located in center of road); and runs
thence from said point of beginning with Bobby Dean Sain lands, South 59 deg. 30 min. West 400.0
feet to an iron stake, Bobby Dean Sam corner; thence continuing with Sam lands, South 13 deg. 35
min. East 240.0 feet to an iron stake, John Mosteller corner; thence with John Mosteller property
South 68 deg. 30 min. West 1,523.3 feet to an old iron stake, Wilburn C. Canipe property; thence
with Wilburn Canipe old property line, North 18 deg. 00 min. West 883.0 feet to an iron stake,
Wilburn Canipe and Sidney Canipe corner; thence with Sidney Canipe property two (2) lines as

BK 3190 PG 418 DOC# 656704
follows: North 71 deg. 00 min. East 155.0 feet to an iron stake; and North 18 deg. 00 min. West
371.0 feet to an iron stake, corner of other property of Lincoln County Board of Education (tract
conveyed to Lincoln County Board of Education as recorded in Book 478, Page 345; thence with the
line of the property of Lincoln County Board of Education, North 68 deg. 22 min. East 1,246.8 feet
to an iron stake; thence North 8 deg. 40 min. East 120.0 feet to an iron stake on the west edge of the
aforesaid road; thence North 68 deg. 30 min. East 32.0 feet to a point in the center of North Carolina
Road No. 1002; thence with the center line of said road several calls as follows: South 16 deg. 50
min. East 400.0 feet to a point; South 20 deg. 37 min. East 66.0 feet to a point; South 23 deg. 37 min.
East 57.0 feet to a point; South 28 deg. 53 min. East 62.0 feet to a point; South 32 deg. 51 min. East
65.0 feet to a point; South 37 deg. 53 min. East 68.0 feet to a point; South 43 deg. 02 min. East 72.0
feet to a point; South 47 deg. 02 min. East 81.0 feet to a point, South 48 deg. 55 min. East 202.65
feet to a point in the center of said road, the point of BEGINNING, containing 41.4 acres, more or
less, and being all of the property owned by the grantors and formerly owned by Carl Russell Canipe
lying on the west side of North Carolina Paved Road No. 1002.
The above tract of land embodies all of the lands described in Book 344, Page 337, and a portion of
the lands described in Book 186, Page 217, and a portion of the lands described in Book 258, Page
252, all in the Lincoln County Public Registry.
The above -described property was conveyed to the Grantor by that Warranty deed recorded May 18,
1998 in Book 1046 at Page 387 of the Lincoln County Public Registry.
East Lincoln High School (Parcel No. 02897)
Being all that piece, parcel or lot of land, lying and being in the Catawba Springs Township, and
known as the East Lincoln High School tract, and described by metes and bounds in accordance with
a plat and survey by Henline, Inc. Registered surveyors dated November 1, 2004, revised December
151 2004 as follows:
BEGINNING at a point in the centerline of NC Hwy 73, corner with David Clark, Jr. (Book 928,
Page 112) and runs then with Clark, leaving the centerline of said Highway, North 11 deg. 10 min.
00 sec. East (passing a new #4 rebar set 26.15 feet from said centerline) 1160.07 feet to a corner in
the lands with Clark, then continuing with Clark, North 11 deg. 00 min. 00 sec. West 620.70 feet to a
new #4 rebar, the old corner with David Clark, Jr. and Harold Robert Hunter, (Book 1096, Page
283), then with Hunter, South 80 deg. 21 min. 00 sec. East 216.60 feet to a #5 rebar, corner with
Larry Lindsey, (Book 961, Page 815), then with Lindsey South 80 deg. 21 min. 00 sec. East 510.83
feet to a''/2 inch rod, corner with Johnson Hunter, Jr. (Book 639, Page 5), then with Hunter South 80
deg. 24 min. 16 sec East 760.09 feet to a point in the centerline of Little Egypt Road, then with the
centerline of Little Egypt Road, seven calls as follows: South 19 deg. 58 min. 49 sec. East 227.90
feet, then South 23 deg. 15 min. 00 sec. East 289.55 feet, then South 22 deg. 00 min. 00 sec. East
111.30 feet, then South 20 deg. 00 min. 00 sec. East 100.00 feet, then South 16 deg. 17 min. 00 sec.
East 372.43 feet, then South 12 deg. 27 min. 00 sec. East 200.00 feet, then South 02 deg. 12 min. 00
sec. East 720.56 feet to a point where the centerline of Little Egypt Road intersects the centerline of
NC Hwy 73. Then with the centerline of NC Hwy 73, North 77 deg. 18 min. 59 sec. West 2067.25
feet to the place and point of BEGINNING.

BK 3190 PG 419 DOC# 656704
The above -described property was conveyed to the Grantor by that Warranty deed recorded
September 19, 2006 in Book 1854 at Page 784 of the Lincoln County Public Registry.
Lincolnton High School (Parcel No. 85788)
Being all that piece, parcel or lot of land, lying and being in the Lincolnton Township, and known as
the Lincolnton High School tract, and described by metes and bounds in accordance with a plat and
survey by Henline, Inc. Registered Surveyors dated February 2, 2005 as follows:
BEGINNING at an existing nail on the Western edge of Aspen Street, corner with property of the
Lincolnton Housing Partnership, (Book 589, Page 704) and runs eight calls with the Western edge of
said street as follows: South 17 deg. 56 min 16 sec. West 223.04 feet, then South 16 deg. 46 min. 47
sec. West 178.25 feet, then South 16 deg. 42 min. 33 sec. West 303.90 feet, then South 17 deg. 29
min. 33 sec. West 93.87 feet, then South 13 deg. 39 min. 29 sec. West 160.48 feet, then South 07
deg. 05 min. 19 sec. West 103.54 feet, then South 04 deg. 05 min. 30 sec. West 90.12 feet, then
South 02 deg. 59 min. 31 sec. East 50.50 feet to a new iron pin located near the Southern edge of the
right of way for Skip Lawing Drive, corner of property shown in Plat Book A, Page 186, and runs
with property shown in Plat Book A, Page 186, ten calls as follows: South 72 deg. 11 min. 40 sec.
West 93.55 feet, then South 74 deg. 41 min. 36 sec. West 108.23 feet, then South 85 deg. 44 min. 00
West 14.88 feet, then South 67 deg. 46 min. 40 sec. West 27.51 feet, then South 50 deg. 19 min. 59
sec. West 38.91 feet, then South 83 deg. 41 min. 44 sec. West 95.65 feet, then South 69 deg. 04 min.
53 sec. West 99.60 feet, then South 78 deg. 38 min. 54 sec. West 118.75 feet, then South 72 deg. 39
min. 17 sec. West 87.20 feet, then South 76 deg. 31 min. 05 sec. West 101.76 feet to a point, corner
of Lincolnton Middle School property and property shown in Plat Book A, Page 186, then with line
of Lincolnton Middle School property two calls as follows: North 00 deg. 22 min. 28 sec. West
884.24 feet, then North 17 deg. 14 min. 39 sec. East 674.89 feet to a point, corner with Elderberry of
Lincolnton LLC (Book 1658, Page 806), then with line of Elderberry of Lincolnton LLC, North 67
deg. 15 min. 58 sec. East 147.94 feet to an existing 1/4 inch pipe, then continuing with Elderberry,
then Lincolnton Housing Partnership, South 72 deg. 15 min. 05 sec. East 333.24 feet to an existing 1/4
inch pipe in the line of Lincolnton Housing Partnership, then continuing with Lincolnton Housing
Partnership, two calls, South 89 deg. 42 min. 10 sec. East 347.19 feet to an existing iron pin, then
South 22 deg. 40 min. 01 sec. East 116.11 feet to an existing nail, the point and place of
BEGINNING, containing 27.10 acres, more or less.
The above -described property was conveyed to the Grantor by that Warranty deed recorded
September 19, 2006 in Book 1854 at Page 784 of the Lincoln County Public Registry.
West Lincoln High School (Parcel No. 00293)
Being all that piece, parcel or lot of land, lying and being in the Howards Creek Township, and
known as the West Lincoln High School tract, and described by metes and bounds in accordance
with a plat and survey by Henline, Inc. Registered surveyors dated December 1, 2004, revised
February 3, 2005 as follows:

BK 3190 PG 420 DOC# 656704
BEGINNING at a stone on the Southern edge of the right of way for NC Hwy 27, a corner with
Richard E. Gilbert (Book 1487, Page 510), and then with the approximate Southern edge of the right
of way for said highway, South 73 deg. 50 min. 00 sec. East 492.60 feet to an iron pin near the
Southern edge of the right of way for NC Hwy 27, then within the right of way for SR 1002, (Shoal
Road), South 17 deg. 50 min. 00 sec. East 898.60 feet to an iron pin in the centerline of Shoal Road,
Ad corner in other lands of the Lincoln County Board of Education (currently titled to Lincoln
County as tract Two of that Deed recorded in Book 1046, Page 389). Then with the old property line,
the Northern boundary of Tract Two as described in Book 1046, Page 389, two lines as follows:
South 08 deg. 40 min. 00 sec. West 120.00 feet to a point, then South 68 deg. 22 min. 00 sec. West
1270.59 feet to a point in the old line with Larry P. Canipe, (Book 468, Page 600), then two lines
with the Canipe old line, North 18 deg. 51 min. 29 sec. West 121.15 feet, then North 16 deg. 29 min.
41 sec. West 385.62 feet to a flat iron, corner with Richard E. Gilbert, (Book 1487, Page 510) then
three calls with Gilbert as follows: North 07 deg. 53 min. 22 sec. East 694.67 feet to an existing #4
rebar, then South 87 deg. 02 min. 31 sec. East 405.95 feet to an existing #4 rebar, then North 12 deg.
59 min. 21 sec. East 439.32 feet to a stone, the place and point of BEGINNING.
The above -described property was conveyed to the Grantor by that Warranty deed recorded
September 19, 2006 in Book 1854 at Page 784 of the Lincoln County Public Registry.

U06631
BoaK1241PAU829
JThis Deed Prepared by.
C. E. Leatherman, Attorney
at Law, Lincolnton, NC
co
iq
NORTH CAROLINA
LINCOLN COUNTY
1 1
1 �
Tv
WARRANTY DEED
Tuesday, May 08, 2001
$216.00
Real Estate
Excise Tax
7200
THIS DEED, made and entered into this the ,�'Lday of
May , 2001, by and between JERRY F. CANIPE and wife, ANNETTE
CANIPE of Lincoln County, NC; IVA LEE COINS, widow, of Lincoln
County, NC; CLARA C. CLONINGER, divorced of Lincoln County, NC;
MILDRED C. SCRONCE, widow, of Lincoln County, NC; SAMUEL E.
CANIPE and wife, MABEL P. CANIPE of Catawba County, NC; LESTER
CANIPE and wife, SARAH C. CANIPE of Gaston County, NC; WILMA SAIN
and husband, BOBBY D. SAIN of Lincoln County, NC; and HAROLD G.
CANIPE and wife, CAROLYN H. CANIPE of Lincoln County, NC, parties
of the first part, hereinafter called GRANTORS to LINCOLN COUNTY
BOARD OF EDUCATION,* with its office and principal place of
business in Lincoln County, North Carolina, party of the second
part, hereinafter called GRANTEE. * P• 0. Box 400, Lincolnton, NC 28093
The designation Grantor and Grantee as used herein shall
include said parties, their heirs, successors and assigns, and
shall include singular, plural, masculine, feminine and neuter as
required by context.
WITNESSETH, that the Grantors, for a valuable consideration
paid by the Grantee, the receipt of which is hereby acknowledged,
has and by these presents do hereby grant, bargain, sell and
convey unto the Grantee in fee simple, all that certain lot or
parcel of land situated in Howards Creek Township, Lincoln
County, North Carolina and more particularly described as
follows:
SEE ATTACHED EXHIBIT "A"
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and
all privileges and appurtenances thereto belonging to the Grantee
in fee simple.
And the Grantors covenant with the Grantee, that Grantors
are seized of the premises in fee simple, has the right to convey
the same in fee simple, that title is marketable and free and
clear of all encumbrances, and that Grantor will warrant and
defend the title against the lawful claims of all persons
whomsoever except for the exceptions hereinafter stated.
IN WITNESS WHEREOF, the Grantors have hereunto set their hands
and seals the day and year first above written.
( SEAL
E
n
( SEAL
(SEAL
SEAL
NGER ,�
- � fjit%L�e_f� (SEAL)
SCRONCE

aDOK1241PAG[800
> (o
CANIPE
CANIPE
SAIN
CAROLYN� H .
STATE OF NORTH CAROLINA
COUNTY OF LINCOLN
(SEAL )
(SEAL )
(SEAL)
(SEAL )
(SEAL )
(SEAL )
(SEAL )
I, a Notary Public of the County and State aforesaid, certify
that, JERRY F. CANIPE and wife, ANNETTE CANIPE, IVA LEE COINS,
CLARA C. CLONINGER, MILDRED C. SCRONCE, SAMUEL E. CANIPE and
wife, MABEL P. CANIPE, LESTER CANIPE and wife, SARAH C. CANIPE,
WILMA SAIN and husband, BOBBY D. SAIN, and HAROLD G. CANIPE and
wife, CAROLYN H. CANIPE, personally appeared before me this day
and acknowledged the execution of the foregoing instrument.
WITNESS
day of i114-y ,
My
my hand
2001.
and official stamp or seal, this 3 '2.
Tres • �.c_ 3 oc/
NORTH CAROLINA, LINCOLN COUNTY
The foregoing certificate of C. E. Leatherman,
Notary Public of Lincoln County, NC, is certfied to
be correct. Presented for registration and recorded
May 89 2001, at 12:36 PM in Book 1241, Page 829.
ELAINE N. HARMON
Register of Deeds for Lincoln County, NC
Register of Deeds

aoox1241PACES31
EXHIBIT "A"
TO BE ATTACHED TO AND MADE PART OF DEED FROM JERKY F. CANIPE, ET.
UX. TO LINCOLN COUNTY BOARD OF EDUCATION.
All that certain piece, parcel or tract of land situate, lying
and being in Howard's Creek Township, Lincoln County, North
Carolina, adjoining other lands of Lincoln County Board of
Education, Lands of Melissa Berrier, lands of Crystal Lynn Canipe
and joining Indian Creek, being more particularly described by
metes and bounds in accordance with a survey and plat prepared by
Ronnie Dedmon, Surveyor, P.A., dated and certified April 10,
2001, as follows:
BEGINNING at a new iron pin located at the Southeast corner of
other lands of Lincoln County Board of Education (Book 537, Page
417) said iron pin being located South 68 deg. 30 min. 00 sec.
West 1699.78 feet from an old axle and runs thence from said
Point of Beginning South 68 deg. 30 min. 00 sec. West 1709.73
feet to an old stone, Berrier Corner; thence North 34 deg. 15
min. 00 sec. West 206.25 feet to an iron pin; thence North 11
deg. 00 min. 00 sec. West 284.60 feet to an iron pin; thence
North 31 deg. 15 min. 26 sec. West 138.02 feet to a point in or
near the center of Indian Creek; thence 7 lines in or near the
center of Indian Creek as follows: North 4 deg. 12 min. 54 sec.
West 164.66 feet, North 14 deg. 44 min. 53 sec. West 58.76 feet,
North 56 deg. 23 min. 09 sec. West 64.13 feet, North 05 deg. 58
min. 17 sec. East 52.81 feet, South 76 deg. 33 min. 37 sec. East
52 feet, North 07 deg. 15 min. 11 sec. East 83.31 feet, North 25
deg. 08 min. 47 sec. West 48.65 feet to a point in or near the
center of Indian Creek; thence with the lands of Crystal Lynn
Canipe, North 38 deg. 53 min. 21 sec. East 242.45 feet to an old
stone corner of Crystal Canipe property; thence South 31 deg. 35
min. 24 sec. East 170.79 feet to an old stone corner of Canipe
lands, North 72 deg. 05 min. 37 sec. East 1420.81 feet to an iron
pipe (said iron pipe being located South 00 deg. 38 min. 16 sec.
East 495.25 feet from an old established iron) and also being a
corner of other lands of Lincoln County Board of Education (Book
1046, Page 387) thence with the old line of Lincoln County Board
of Education property, South 17 deg. 56 min. 41 sec. East 888.18
feet to an iron pin, the point and place of BEGINNING, containing
38.11 acres, more or less.
Attached hereto and marked Exhibit "B" is a plat of said tract
prepared by Ronnie Dedmon, Registered Surveyor, as referenced
above.
DEED REFERENCE:
The above tract of land is a portion of and carved out of lands
described in Book 788, Page 504, Lincoln County Public Registry.
The lands described in Book 344, Page 337 show a portion of lands
previously deeded to Lincoln County Board of Education.

BnK1241fACE832
EXHIBIT "B"
TO BE ATTACHED TO AND MADE PART OF DEED FROM JERRY F. CANIPE, ET. UX. TO LINCOLN COUNTY
BOARD OF EDUCATION.
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West Lincoln High School WWTP
Minor modification
Existing Permit (NCOO41246)
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

DocuSign Envelope ID: 3BA14DA3-355C-40A9-8814-FB1D72FECB49
ROY COOPER
Governor
DIONNE DELLI-GATTI
Secretary
S. DANIEL SMITH
Director
Mr. Randy Putnam, Dir. of Maintenance
Lincoln County Schools
P.O. Box 400
Lincolnton, NC 28092-0400
Dear Permittee:
A,
NORTH Cr1RO IN.A
Environmental Qaalfly
6/10/2021
Subject: Final NPDES Permit NCO041246
West Lincoln High School
Lincoln County
Grade I Biological WPCS
Division personnel have reviewed and approved your application for renewal of the subject
permit. Accordingly, we are forwarding the attached NPDES discharge permit. This permit is issued
pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of
Agreement between North Carolina and the U.S. Environmental Protection Agency dated October 15,
2007 (or as subsequently amended).
This final permit includes the following significant changes from the existing permit:
• Section A. (2.) has been updated to require electronic submission of effluent data
reports (DMRs). Federal regulations require electronic submittal of all discharge
monitoring.
• An updated outfall map has been included.
If any parts, measurement frequencies or sampling requirements contained in this permit are
unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty
(30) days following receipt of this letter. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings (6714 Mail Service Center, Raleigh, North Carolina 27699-6714). Unless
such demand is made, this decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division
may require modification or revocation and reissuance of the permit. This permit does not affect the
legal requirements to obtain any other Federal, State, or Local governmental permit that may be
required.
State of North Carolina I Environmental Quality I Water Resources
1617 Mail Service Center I Raleigh, NC 27699-1617
919-807-6300 919-807-6389 FAX
https://deq.nc. gov/about/divisions/water-resources/water-resources-permits/wastewater-branchlnpdes-wastewater-permits

DocuSign Envelope ID: 3BA14DA3-355C-40A9-8814-FB1D72FECB49
If you have any questions concerning this permit, please contact Emily Phillips at
[e-mail].
Sincerely,
Docul'Signed by:
8328B44CE9EB4A1...
S. Daniel Smith
Director
cc: Central Files
NPDES Files

DocuSign Envelope ID: 3BA14DA3-355C-40A9-8814-FB1D72FECB49
Permit NCO041246
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management
Commission, and the Federal Water Pollution Control Act, as amended, the
Lincoln County Schools
are hereby authorized to discharge wastewater from a facility located at the
West Lincoln High School WWTP
172 Shoal Road
Lincolnton
to receiving waters designated as Indian Creek in the Catawba River Basin, in accordance with effluent
limitations, monitoring requirements, and other conditions set forth in Parts I, II, III and IV hereof.
This permit shall become effective 7uly 1, 2021
This permit and authorization to discharge shall expire at midnight on July 31, 2025.
Signed this day June 10, 2021 DocuSigned by:
E�8328IB44CHEB4A`l .
S. Daniel Smith, Director
Division of Water Resources
By Authority of the Environmental Management Commission
Page 1 of 6

DocuSign Envelope ID: 3BA14DA3-355C-40A9-8814-FB1D72FECB49
Permit NCO041246
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby
revoked. As of this permit issuance, any previously issued permit bearing this number is no longer
effective. Therefore, the exclusive authority to operate and discharge from this facility arises under the
permit conditions, requirements, terms, and provisions included herein.
The Lincoln County Schools are hereby authorized to:
Continue to operate an existing 0.014 MGD wastewater treatment facility with the following
components:
• 2-14,000 gallon septic tanks operated in series
• 12,000 gallon dosing tank w/2 filter dosing pumps
• 12,000 gallon equalization tank
• Bag filter system
• 2-Recirculating sand filters w/drip emitter flow distribution system
• Flow splitter box
• Ultraviolet disinfection
• Effluent trapezoidal flume w/ultrasonic flow meter
• Effluent duplex pump station/force main
This facility is located at the West Lincoln High School, 172 Shoal Road, Lincolnton, in Lincoln
County.
2. Discharge from said treatment works at the location specified on the attached map into Indian
Creek, currently classified WS-II, HQW waters in sub -basin 03-08-35 of the Catawba River Basin.
Page 2 of 6

DocuSign Envelope ID: 3BA14DA3-355C-40A9-8814-FB1D72FECB49
Permit NCO041246
Part I.
A. (L) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
[ 15A NCAC 02B .0400 et seq., 02B .0500 et seq.]
Grade I Biological Water Pollution Control System [15A NCAC 08G .0302]
During the period beginning on the effective date of the permit and lasting until expiration, the
Permittee is authorized to discharge from outfall 001. Such discharges shall be limited and monitored'
by the Permittee as specified below:
EFFLUENT CHARACTERISTICS
LIMITS
MONITORING REQUIREMENTS
Monthly
Daily
Measurement
Sample
I
Sample
Parameter Code
Average
Maximum
Frequency
Type
Location
Flow
0.014 MGD
Weekly
Instantaneous
Influent or Effluent
50050
BOD, 5-day (20°C)
30.0 mg/L
45.0 mg/L
2/Month
Grab
Effluent
C0310
Total Suspended Solids
30.0 mg/L
45.0 mg/L
2/Month
Grab
Effluent
C0530
NH3 as N
Monthly
Grab
Effluent
C0610
Fecal Coliform (geometric mean)
200 / 100 ml
400 / 100 ml
2/Month
Grab
Effluent
31616
Total Residual Chlorinez
28 lag/L
2/Week
Grab
Effluent
50060
Temperature (°C)
Weekly
Grab
Effluent
00010
pH
Not < 6.0 nor > 9.0
2/Month
Grab
Effluent
00400
Standard Units
Footnotes
1. The Pennittee shall submit discharge monitoring reports electronically using the Division's eDMR system. [See A.
(2•)].
2. In the event that the wastewater treatment plant's ultraviolet (UV) disinfection system should fail, underperform, or
otherwise be removed from effective service, the permittee or his agent should immediately inform the Water Quality
Regional Operations Section staff of the Mooresville Regional Office of this development and discuss temporary,
alternate means for disinfection of the effluent.
If chlorine compounds are used as temporary means of disinfection, the total residual chlorine (TRC) concentration of
the effluent must be monitored while this method of disinfection is in use and values must be reported on the discharge
monitoring report. TRC in the effluent may not exceed 28 µg/L; therefore, dechlorination methods may also be
necessary to ensure protection of water quality in the receiving stream.
Use of a disinfection system other than the permitted UV system during circumstances not deemed as emergency
and/or temporary (replacement of lamps, lamp cleaning or maintenance, etc.) will be considered a violation of the
terms of this permit.
The Division shall consider all effluent TRC values reported below 50 µg/l to be in compliance with the permit.
However, the Permittee shall continue to record and submit all values reported by a North Carolina certified laboratory
(including field certified), even if these values fall below 50 µg/l.
THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAMIN OTHER THAN TRACE AMOUNTS.
Page 3 of 6

DocuSign Envelope ID: 3BA14DA3-355C-40A9-8814-FB1D72FECB49
Permit NCO041246
A. (2.) ELECTRONIC REPORTING - DISCHARGE MONITORING REPORTS
[G.S. 143-215.1 (b)]
Federal regulations require electronic submittal of all discharge monitoring reports (DMRs) and
program reports. The final NPDES Electronic Reporting Rule was adopted and became effective on
December 21, 2015.
NOTE: This special condition supplements or supersedes the following sections within Part II of this
permit (Standard Conditions for NPDES Permits):
• Section B. (11,
• Section D. (2.)
• Section D. (6.)
• Section E. (5.)
Signatory Requirements
Reporting
Records Retention
Monitoring Reports
1. Reporting Requirements [Supersedes Section D. (2.) and Section E. (5.) (a)1
The permittee shall report discharge monitoring data electronically using the NC DWR's
Electronic Discharge Monitoring Report (eDMR) internet application.
Monitoring results obtained during the previous month(s) shall be summarized for each month and
submitted electronically using eDMR. The eDMR system allows permitted facilities to enter
monitoring data and submit DMRs electronically using the internet. The eDMR system may be
accessed at: htips:Hdeq.nc.gov/about/divisions/water-resources/edmr.
If a permittee is unable to use the eDMR system due to a demonstrated hardship or due to the
facility being physically located in an area where less than 10 percent of the households have
broadband access, then a temporary waiver from the NPDES electronic reporting requirements
may be granted and discharge monitoring data may be submitted on paper DMR forms (MR 1, 1. 1,
2, 3) or alternative forms approved by the Director. Duplicate signed copies shall be submitted to
the following address:
NC DEQ / Division of Water Resources / Water Quality Permitting Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
See "How to Request a Waiver from Electronic Reporting" section below.
Monitoring results obtained during the previous month(s) shall be summarized for each month and
reported via the eDMR system no later than the last calendar day of the month following the
completed reporting period. Regardless of the submission method, the first DMR is due on the last
day of the month following the issuance of the permit or in the case of a new facility, on the last
day of the month following the commencement of discharge.
Page 4 of 6

DocuSign Envelope ID: 3BA14DA3-355C-40A9-8814-FB1D72FECB49
Permit NCO041246
Starting on December 21, 2025, the permittee must electronically report the following compliance
monitoring data and reports, when applicable:
• Sewer Overflow/Bypass Event Reports;
• Pretreatment Program Annual Reports; and
• Clean Water Act (CWA) Section 316(b) Annual Reports.
The permittee may seek an electronic reporting waiver from the Division (see "How to Request a
Waiver from Electronic Reporting" section below).
2. Electronic Submissions
In accordance with 40 CFR 122.41(l)(9), the permittee must identify the initial recipient at the time
of each electronic submission. The permittee should use the EPA's website resources to identify
the initial recipient for the electronic submission.
Initial recipient of electronic NPDES information from NPDES-regulated facilities means the
entity (EPA or the state authorized by EPA to implement the NPDES program) that is the
designated entity for receiving electronic NPDES data [see 40 CFR 127.2(b)].
EPA plans to establish a website that will also link to the appropriate electronic reporting tool for
each type of electronic submission and for each state. Instructions on how to access and use the
appropriate electronic reporting tool will be available as well. Information on EPA's NPDES
Electronic Reporting Rule is found at:
https://www.federalre ig s�gov/documents/2015/10/22/2015-24954/national-pollutant-discharge-
elimination-system-npdes-electronic-reporting-rule
Electronic submissions must start by the dates listed in the "Reporting Requirements" section
above.
3. How to Request a Waiver from Electronic Reporting
The permittee may seek a temporary electronic reporting waiver from the Division. To obtain an
electronic reporting waiver, a permittee must first submit an electronic reporting waiver request to
the Division. Requests for temporary electronic reporting waivers must be submitted in writing to
the Division for written approval at least sixty (60) days prior to the date the facility would be
required under this permit to begin submitting monitoring data and reports. The duration of a
temporary waiver shall not exceed 5 years and shall thereupon expire. At such time, monitoring
data and reports shall be submitted electronically to the Division unless the permittee re -applies for
and is granted a new temporary electronic reporting waiver by the Division. Approved electronic
reporting waivers are not transferrable. Only permittees with an approved reporting waiver request
may submit monitoring data and reports on paper to the Division for the period that the approved
reporting waiver request is effective.
Information on eDMR and the application for a temporary electronic reporting waiver are found on
the following web page:
http://deq.nc.gov/about/divisions/water-resources/edmr
Page 5 of 6

DocuSign Envelope ID: 3BA14DA3-355C-40A9-8814-FB1D72FECB49
Permit NCO041246
4. Signatory Requirements [Supplements Section B. (11.) (b) and Supersedes Section B. (11.)
All eDMRs submitted to the permit issuing authority shall be signed by a person described in Part
II, Section B. (I 1.)(a) or by a duly authorized representative of that person as described in Part II,
Section B. (I 1.)(b). A person, and not a position, must be delegated signatory authority for eDMR
reporting purposes.
For eDMR submissions, the person signing and submitting the DMR must obtain an eDMR user
account and login credentials to access the eDMR system. For more information on North
Carolina's eDMR system, registering for eDMR and obtaining an eDMR user account, please visit
the following web page:
http://deq.nc.gov/about/divisions/water-resources/edmr
Certification. Any person submitting an electronic DMR using the state's eDMR system shall
make the following certification [40 CFR 122.22]. NO OTHER STATEMENTS OF
CERTIFICATION WILL BE ACCEPTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my
direction or supervision in accordance with a system designed to assure that qualified personnel
properly gather and evaluate the information submitted. Based on my inquiry of the person or
persons who manage the system, or those persons directly responsible for gathering the
information, the information submitted is, to the best of my knowledge and belief, true, accurate,
and complete. I am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for knowing violations. "
5. Records Retention [Supplements Section D. (6.)]
The permittee shall retain records of all Discharge Monitoring Reports, including eDMR
submissions. These records or copies shall be maintained for a period of at least 3 years from the
date of the report. This period may be extended by request of the Director at any time [40 CFR
122.41].
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PART II
STANDARD CONDITIONS FOR NPDES PERMITS
Section A. Definitions
2/Month
Samples are collected twice per month with at least ten calendar days between sampling events. These samples shall be
representative of the wastewater discharged during the sample period.
3/Week
Samples are collected three times per week on three separate calendar days. These samples shall be representative of
the wastewater discharged during the sample period.
Act or "the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act (CWA), as amended, 33 USC 1251, et.
seq.
Annual Average
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar year. In the case of fecal
coliform, the geometric mean of such discharges.
Arithmetic Mean
The summation of the individual values divided by the number of individual values.
Bypass
The known diversion of waste streams from any portion of a treatment facility including the collection system, which is
not a designed or established or operating mode for the facility.
Calendar Day
The period from midnight of one day until midnight of the next day. However, for purposes of this permit, any
consecutive 24-hour period that reasonably represents the calendar day may be used for sampling.
Calendar Week
The period from Sunday through the following Saturday.
Calendar Quarter
One of the following distinct periods: January through March, April through June, July through September, and
October through December.
Composite Sample
A sample collected over a 24-hour period by continuous sampling or combining grab samples of at least 100 mL in
such a manner as to result in a total sample representative of the wastewater discharge during the sample period. The
Director may designate the most appropriate method (specific number and size of aliquots necessary, the time interval
between grab samples, etc.) on a case -by -case basis. Samples may be collected manually or automatically. Composite
samples may be obtained by the following methods:
(1) Continuous: a single, continuous sample collected over a 24-hour period proportional to the rate of flow.
(2) Constant time/variable volume: a series of grab samples collected at equal time intervals over a 24 hour period
of discharge and combined proportional to the rate of flow measured at the time of individual sample
collection, or
(3) Variable time/constant volume: a series of grab samples of equal volume collected over a 24 hour period with
the time intervals between samples determined by a preset number of gallons passing the sampling point. Flow
measurement between sample intervals shall be determined by use of a flow recorder and totalizer, and the
preset gallon interval between sample collection fixed at no greater than 1/24 of the expected total daily flow at
the treatment system, or
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(4) Constant time/constant volume: a series of grab samples of equal volume collected over a 24-hour period at a
constant time interval. Use of this method requires prior approval by the Director. This method may only be
used in situations where effluent flow rates vary less than 15 percent. The following restrictions also apply:
➢ Influent and effluent grab samples shall be of equal size and of no less than 100 milliliters
➢ Influent samples shall not be collected more than once per hour.
➢ Permittees with wastewater treatment systems whose detention time < 24 hours shall collect effluent grab
samples at intervals of no greater than 20 minutes apart during any 24-hour period.
➢ Permittees with wastewater treatment systems whose detention time exceeds 24 hours shall collect effluent
grab samples at least every six hours; there must be a minimum of four samples during a 24-hour sampling
period.
Continuous flow measurement
Flow monitoring that occurs without interruption throughout the operating hours of the facility. Flow shall be
monitored continually except for the infrequent times when there may be no flow or for infrequent maintenance
activities on the flow device.
Daily Discharge
The discharge of a pollutant measured during a calendar day or any 24-hour period that reasonably represents the
calendar day for purposes of sampling. For pollutants measured in units of mass, the "daily discharge" is calculated as
the total mass of the pollutant discharged over the day. For pollutants expressed in other units of measurement, the
"daily discharge" is calculated as the average measurement of the pollutant over the day. (40 CFR 122.2; see also
"Composite Sample," above.)
Daily Maximum
The highest "daily discharge" during the calendar month.
Daily SaMpling
Parameters requiring daily sampling shall be sampled 5 out of every 7 days per week unless otherwise specified in the
permit. Sampling shall be conducted on weekdays except where holidays or other disruptions of normal operations
prevent weekday sampling. If sampling is required for all seven days of the week for any permit parameter(s), that
requirement will be so noted on the Effluent Limitations and Monitoring Page(s).
DWQ or "the Division"
The Division of Water Quality, Department of Environment and Natural Resources.
Effluent
Wastewater discharged following all treatment processes from a water pollution control facility or other point source
whether treated or untreated.
EMC
The North Carolina Environmental Management Commission
EPA
The United States Environmental Protection Agency
Facility Closure
Cessation of all activities that require coverage under this NPDES permit. Completion of facility closure will allow this
permit to be rescinded.
Geometric Mean
The Nth root of the product of the individual values where N = the number of individual values. For purposes of
calculating the geometric mean, values of "0" (or "< [detection level]") shall be considered = 1.
Grab Sample
Individual samples of at least 100 mL collected over a period of time not exceeding 15 minutes. Grab samples can be
collected manually. Grab samples must be representative of the discharge (or the receiving stream, for instream
samples).
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Hazardous Substance
Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the CWA.
Instantaneous flow measurement
The flow measured during the minimum time required for the flow measuring device or method to produce a result in
that instance. To the extent practical, instantaneous flow measurements coincide with the collection of any grab
samples required for the same sampling period so that together the samples and flow are representative of the discharge
during that sampling period.
Monthly Average (concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar month. In the case of fecal
coliform or other bacterial parameters or indicators, the geometric mean of such discharges.
Permit Issuing Authority
The Director of the Division of Water Quality.
Quarterly Average (concentration limit)
The arithmetic mean of all samples taken over a calendar quarter.
Severe propel:!. damage
Substantial physical damage to property, damage to the treatment facilities which causes them to become inoperable, or
substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a
bypass. Severe property damage excludes economic loss caused by delays in production.
Toxic Pollutant:
Any pollutant listed as toxic under Section 307(a)(1) of the CWA.
Upset
An incident beyond the reasonable control of the Permittee causing unintentional and temporary noncompliance with
permit effluent limitations and/or monitoring requirements. An upset does not include noncompliance caused by
operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive
maintenance, or careless or improper operation.
Weekly Average (concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar week. In the case of fecal
coliform or other bacterial parameters or indicators, the geometric mean of such discharges.
Section B. General Conditions
1. Duty to Comply_
The Permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a violation of
the CWA and is grounds for enforcement action; for permit termination, revocation and reissuance, or
modification; or denial of a permit renewal application [40 CFR 122.41].
a. The Permittee shall comply with effluent standards or prohibitions established under section 307(a) of the
CWA for toxic pollutants and with standards for sewage sludge use or disposal established under section
405(d) of the CWA within the time provided in the regulations that establish these standards or prohibitions or
standards for sewage sludge use or disposal, even if the permit has not yet been modified to incorporate the
requirement.
b. The CWA provides that any person who violates section[s] 301, 302, 306, 307, 308, 318 or 405 of the Act, or
any permit condition or limitation implementing any such sections in a permit issued under section 402, or any
requirement imposed in a pretreatment program approved under sections 402(a)(3) or 402(b)(8) of the Act, is
subject to a civil penalty not to exceed $37,500 per day for each violation. [33 USC 1319(d) and 40 CFR
122.41(a)(2)]
c. The CWA provides that any person who negligently violates sections 301, 302, 306, 307, 308, 318, or 405 of
the Act, or any condition or limitation implementing any of such sections in a permit issued under section 402
of the Act, or any requirement imposed in a pretreatment program approved under section 402(a)(3) or
402(b)(8) of the Act, is subject to criminal penalties of $2,500 to $25,000 per day of violation, or
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imprisonment of not more than 1 year, or both. In the case of a second or subsequent conviction for a negligent
violation, a person shall be subject to criminal penalties of not more than $50,000 per day of violation, or by
imprisonment of not more than 2 years, or both. [33 USC 1319(c)(1) and 40 CFR 122.41(a)(2)]
d. Any person who knowingly violates such sections, or such conditions or limitations is subject to criminal
penalties of $5,000 to $50,000 per day of violation, or imprisonment for not more than 3 years, or both. In the
case of a second or subsequent conviction for a knowing violation, a person shall be subject to criminal
penalties of not more than $100,000 per day of violation, or imprisonment of not more than 6 years, or both.
[33 USC 1319(c)(2) and 40 CFR 122.41(a)(2)]
e. Any person who knowingly violates section 301, 302, 303, 306, 307, 308, 318 or 405 of the Act, or any permit
condition or limitation implementing any of such sections in a permit issued under section 402 of the Act, and
who knows at that time that he thereby places another person in imminent danger of death or serious bodily
injury, shall, upon conviction, be subject to a fine of not more than $250,000 or imprisonment of not more than
15 years, or both. In the case of a second or subsequent conviction for a knowing endangerment violation, a
person shall be subject to a fine of not more than $500,000 or by imprisonment of not more than 30 years, or
both. An organization, as defined in section 309(c)(3)(B)(iii) of the CWA, shall, upon conviction of violating
the imminent danger provision, be subject to a fine of not more than $1,000,000 and can be fined up to
$2,000,000 for second or subsequent convictions. [40 CFR 122.41(a)(2)]
f. Under state law, a civil penalty of not more than $25,000 per violation may be assessed against any person
who violates or fails to act in accordance with the terms, conditions, or requirements of a permit. [North
Carolina General Statutes § 143-215.6A]
g. Any person may be assessed an administrative penalty by the Administrator for violating section 301, 302,
306, 307, 308, 318 or 405 of this Act, or any permit condition or limitation implementing any of such sections
in a permit issued under section 402 of this Act. Administrative penalties for Class I violations are not to
exceed $16,000 per violation, with the maximum amount of any Class I penalty assessed not to exceed
$37,500. Penalties for Class II violations are not to exceed $16,000 per day for each day during which the
violation continues, with the maximum amount of any Class II penalty not to exceed $177,500. [33 USC
1319(g)(2) and 40 CFR 122.41(a)(3)]
2. Duty to Mitigate
The Permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in
violation of this permit with a reasonable likelihood of adversely affecting human health or the environment [40
CFR 122.41(d)].
3. Civil and Criminal Liability
Except as provided in permit conditions on 'Bypassing" (Part II.C.4), "Upsets" (Part II.C.5) and "Power Failures"
(Part II.C.7), nothing in this permit shall be construed to relieve the Permittee from any responsibilities, liabilities,
or penalties for noncompliance pursuant to NCGS 143-215.3, 143-215.6 or Section 309 of the Federal Act, 33 USC
1319. Furthermore, the Permittee is responsible for consequential damages, such as fish kills, even though the
responsibility for effective compliance may be temporarily suspended.
4. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the Permittee
from any responsibilities, liabilities, or penalties to which the Permittee is or may be subject to under NCGS 143-
215.75 et seq. or Section 311 of the Federal Act, 33 USG 1321. Furthermore, the Permittee is responsible for
consequential damages, such as fish kills, even though the responsibility for effective compliance may be
temporarily suspended.
5. Property Rights
The issuance of this permit does not convey any property rights in either real or personal property, or any exclusive
privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor any
infringement of Federal, State or local laws or regulations [40 CFR 122.41(g)].
6. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore or offshore physical structures or
facilities or the undertaking of any work in any navigable waters.
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7. Severability
The provisions of this permit are severable. If any provision of this permit, or the application of any provision of
this permit to any circumstances, is held invalid, the application of such provision to other circumstances, and the
remainder of this permit, shall not be affected thereby [NCGS 15013-23].
8. Duty to Provide Information
The Permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any information which the
Permit Issuing Authority may request to determine whether cause exists for modifying, revoking and reissuing, or
terminating this permit or to determine compliance with this permit. The Permittee shall also furnish to the Permit
Issuing Authority upon request, copies of records required by this permit [40 CFR 122.41(h)].
9. Duly to Reapply
If the Permittee wishes to continue an activity regulated by this permit after the expiration date of this permit, the
Permittee must apply for and obtain a new permit [40 CFR 122.41(b)].
10. Expiration of Permit
The Permittee is not authorized to discharge after the expiration date. In order to receive automatic authorization to
discharge beyond the expiration date, the Permittee shall submit such information, forms, and fees as are required
by the agency authorized to issue permits no later than 180 days prior to the expiration date unless permission for a
later date has been granted by the Director. (The Director shall not grant permission for applications to be
submitted later than the expiration date of the existing permit.) [40 CFR 122.21(d)] Any Permittee that has not
requested renewal at least 180 days prior to expiration, or any Permittee that does not have a permit after the
expiration and has not requested renewal at least 180 days prior to expiration, will subject the Permittee to
enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et. seq.
11. Signatory Requirements
All applications, reports, or information submitted to the Permit Issuing Authority shall be signed and certified [40
CFR 122.41(k)].
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this Section, a responsible
corporate officer means: (a) a president, secretary, treasurer or vice president of the corporation in charge
of a principal business function, or any other person who performs similar policy or decision making
functions for the corporation, or (b) the manager of one or more manufacturing, production, or operating
facilities, provided, the manager is authorized to make management decisions which govern the operation
of the regulated facility including having the explicit or implicit duty of making major capital investment
recommendations, and initiating and directing other comprehensive measures to assure long term
environmental compliance with environmental laws and regulations; the manager can ensure that the
necessary systems are established or actions taken to gather complete and accurate information for permit
application requirements; and where authority to sign documents has been assigned or delegated to the
manager in accordance with corporate procedures .
(2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or
(3) For a municipality, State, Federal, or other public agency: by either a principal executive officer or
ranking elected official [40 CFR 122.22].
b. All reports required by the permit and other information requested by the Permit Issuing Authority shall be
signed by a person described in paragraph a. above or by a duly authorized representative of that person. A
person is a duly authorized representative only if:
(1) The authorization is made in writing by a person described above;
(2) The authorization specified either an individual or a position having responsibility for the overall operation
of the regulated facility or activity, such as the position of plant manager, operator of a well or well field,
superintendent, a position of equivalent responsibility, or an individual or position having overall
responsibility for environmental matters for the company. (A duly authorized representative may thus be
either a named individual or any individual occupying a named position.); and
(3) The written authorization is submitted to the Permit Issuing Authority [40 CFR 122.22]
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c. Changes to authorization: If an authorization under paragraph (b) of this section is no longer accurate because
a different individual or position has responsibility for the overall operation of the facility, a new authorization
satisfying the requirements of paragraph (b) of this section must be submitted to the Director prior to or
together with any reports, information, or applications to be signed by an authorized representative [40 CFR
122.22]
d. Certification. Any person signing a document under paragraphs a. or b. of this section shall make the following
certification [40 CFR 122.22]. NO OTHER STATEMENTS OF CERTIFICATION WILL BE ACCEPTED:
7 certify, under penalty of law, that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my
knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations. "
12. Permit Actions
This permit may be modified, revoked and reissued, or terminated for cause. The filing of a request by the
Permittee for a permit modification, revocation and reissuance, or termination, or a notification of planned changes
or anticipated noncompliance does not stay any permit condition [40 CFR 122.41(f)].
13. Permit Modification, Revocation and Reissuance, or Termination
The issuance of this permit does not prohibit the permit issuing authority 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 Title 40, Code of Federal Regulations, Parts 122 and 123; Title 15A of the North Carolina
Administrative Code, Subchapter 02H .0100; and North Carolina General Statute 143.215.1 et. al.
14. Annual Administering and Compliance Monitoring Fee Requirements
The Permittee must pay the annual administering and compliance monitoring fee within thirty days after being
billed by the Division. Failure to pay the fee in a timely manner in accordance with 15A NCAC 02H .0105(b)(2)
may cause this Division to initiate action to revoke the permit.
Section C. Operation and Maintenance of Pollution Controls
1. Certified Operator
Owners of classified water pollution control systems must designate operators, certified by the Water Pollution
Control System Operators Certification Commission (WPCSOCC), of the appropriate type and grade for the
system, and, for each classification must [T15A NCAC 08G .0201]:
a. designate one Operator In Responsible Charge (ORC) who possesses a valid certificate of the type and grade at
least equivalent to the type and grade of the system;
b. designate one or more Back-up Operator(s) in Responsible Charge (Back-up ORCs) who possesses a valid
certificate of the type of the system and no more than one grade less than the grade of the system, with the
exception of no backup operator in responsible charge is required for systems whose minimum visitation
requirements are twice per year; and
c. submit a signed completed "Water Pollution Control System Operator Designation Form" to the Commission
(or to the local health department for owners of subsurface systems) countersigned by the designated certified
operators, designating the Operator in Responsible Charge (ORC) and the Back-up Operator in Responsible
Charge (Back-up ORC):
(1) 60 calendar days prior to wastewater or residuals being introduced into a new system; or
(2) within 120 calendar days following:
➢ receiving notification of a change in the classification of the system requiring the designation of a new
Operator in Responsible Charge (ORC) and Back-up Operator in Responsible Charge (Back-up ORC)
of the proper type and grade; or
➢ a vacancy in the position of Operator in Responsible Charge (ORC) or Back-up Operator in
Responsible Charge (Back-up ORC).
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(3) within seven calendar days of vacancies in both ORC and Back-up ORC positions replacing or designating
at least one of the responsibilities.
The ORC of each Class I facility (or the Back-up ORC, when acting as surrogate for the ORC) must:
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system; the treatment
facility must be visited at least weekly
➢ Comply with all other conditions of 15A NCAC 08G .0204.
The ORC of each Class II, III and IV facility (or the Back-up ORC, when acting as surrogate for the ORC) must:
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system; the treatment
facility must be visited at least five days per week, excluding holidays
➢ Properly manage and document daily operation and maintenance of the facility
➢ Comply with all other conditions of 15A NCAC 08G .0204.
2. Proper Operation and Maintenance
The Permittee shall at all times properly operate and maintain all facilities and systems of treatment and control
(and related appurtenances) which are installed or used by the Permittee to achieve compliance with the conditions
of this permit. Proper operation and maintenance also includes adequate laboratory controls and appropriate quality
assurance procedures. This provision requires the Permittee to install and operate backup or auxiliary facilities only
when necessary to achieve compliance with the conditions of the permit [40 CFR 122.41(e)].
NOTE: Properly and officially designated operators are fully responsible for all proper operation and maintenance
of the facility, and all documentation required thereof, whether acting as a contract operator [subcontractor] or a
member of the Permittee's staff.
3. Need to Halt or Reduce not a Defense
It shall not be a defense for a Permittee in an enforcement action that it would have been necessary to halt or
reduce the permitted activity in order to maintain compliance with the condition of this permit [40 CFR 122.41(c)].
4. Bypassing of Treatment Facilities
a. Bypass not exceeding limitations [40 CFR 122.41(m)(2)]
The Permittee may allow any bypass to occur which does not cause effluent limitations to be exceeded, but
only if it also is for essential maintenance to assure efficient operation. These bypasses are not subject to the
provisions of Paragraphs b. and c. of this section.
b. Notice [40 CFR 122.41(m)(3)]
(1) Anticipated bypass. If the Permittee knows in advance of the need for a bypass, it shall submit prior notice,
if possible at least ten days before the date of the bypass; including an evaluation of the anticipated quality
and effect of the bypass.
(2) Unanticipated bypass. The Permittee shall submit notice of an unanticipated bypass as required in Part
II.E.6. (24-hour notice).
c. Prohibition of Bypass
(1) Bypass from the treatment facility is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for bypass, unless:
(A) Bypass was unavoidable to prevent loss of life, personal injury or severe property damage;
(B) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities,
retention of untreated wastes or maintenance during normal periods of equipment downtime. This
condition is not satisfied if adequate backup equipment should have been installed in the exercise of
reasonable engineering judgment to prevent a bypass which occurred during normal periods of
equipment downtime or preventive maintenance; and
(C) The Permittee submitted notices as required under Paragraph b. of this section.
(2) Bypass from the collection system is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for a bypass as provided in any current or future system -wide collection system
permit associated with the treatment facility.
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(3) The Permit Issuing Authority may approve an anticipated bypass, after considering its adverse effects, if
the Permit Issuing Authority determines that it will meet the three conditions listed above in Paragraph c.
(1) of this section.
5. Upsets
a. Effect of an upset [40 CFR 122.41(n)(2)]: An upset constitutes an affirmative defense to an action brought for
noncompliance with such technology based permit effluent limitations if the requirements of paragraph b. of
this condition are met. No determination made during administrative review of claims that noncompliance was
caused by upset, and before an action for noncompliance, is final administrative action subject to judicial
review.
b. Conditions necessary for a demonstration of upset: Any Permittee who wishes to establish the affirmative
defense of upset shall demonstrate, through properly signed, contemporaneous operating logs, or other relevant
evidence that:
(1) An upset occurred and that the Permittee can identify the cause(s) of the upset;
(2) The Permittee facility was at the time being properly operated; and
(3) The Permittee submitted notice of the upset as required in Part II.E.6.(b) of this permit.
(4) The Permittee complied with any remedial measures required under Part II.B.2. of this permit.
c. Burden of proof [40 CFR 122.41(n)(4)]: The Permittee seeking to establish the occurrence of an upset has
the burden of proof in any enforcement proceeding.
6. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of wastewaters
shall be utilized/disposed of in accordance with NCGS 143-215.1 and in a manner such as to prevent any pollutant
from such materials from entering waters of the State or navigable waters of the United States except as permitted
by the Commission. The Permittee shall comply with all applicable state and Federal regulations governing the
disposal of sewage sludge, including 40 CFR 503, Standards for the Use and Disposal of Sewage Sludge; 40 CFR
Part 258, Criteria For Municipal Solid Waste Landfills; and 15A NCAC Subchapter 2T, Waste Not Discharged To
Surface Waters. The Permittee shall notify the Permit Issuing Authority of any significant change in its sludge use
or disposal practices.
7. Power Failures
The Permittee is responsible for maintaining adequate safeguards (as required by 15A NCAC 02H .0124) to
prevent the discharge of untreated or inadequately treated wastes during electrical power failures either by means
of alternate power sources, standby generators or retention of inadequately treated effluent.
Section D. MonitorinE and Records
1. Representative Sampling
Samples collected and measurements taken, as required herein, shall be representative of the permitted discharge.
Samples collected at a frequency less than daily shall be taken on a day and time that is representative of the
discharge for the period the sample represents. All samples shall be taken at the monitoring points specified in this
permit and, unless otherwise specified, before the effluent joins or is diluted by any other wastestream, body of
water, or substance. Monitoring points shall not be changed without notification to and the approval of the Permit
Issuing Authority [40 CFR 122.410)].
2. Reporting
Monitoring results obtained during the previous month(s) shall be summarized for each month and reported on a
monthly Discharge Monitoring Report (DMR) Form (MR 1, 1. 1, 2, 3) or alternative forms approved by the
Director, postmarked no later than the last calendar day of the month following the completed reporting period.
The first DMR is due on the last day of the month following the issuance of the permit or in the case of a new
facility, on the last day of the month following the commencement of discharge. Duplicate signed copies of these,
and all other reports required herein, shall be submitted to the following address:
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NC DENR / Division of Water Quality / Surface Water Protection Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific practices shall be selected
and used to ensure the accuracy and reliability of measurements of the volume of monitored discharges. The
devices shall be installed, calibrated and maintained to ensure that the accuracy of the measurements is consistent
with the accepted capability of that type of device. Devices selected shall be capable of measuring flows with a
maximum deviation of less than 10% from the true discharge rates throughout the range of expected discharge
volumes. Flow measurement devices shall be accurately calibrated at a minimum of once per year and maintained
to ensure that the accuracy of the measurements is consistent with the accepted capability of that type of device.
The Director shall approve the flow measurement device and monitoring location prior to installation.
Once -through condenser cooling water flow monitored by pump logs, or pump hour meters as specified in Part I of
this permit and based on the manufacturer's pump curves shall not be subject to this requirement.
4. Test Procedures
Laboratories used for sample analysis must be certified by the Division. Permittees should contact the Division's
Laboratory Certification Section (919 733-3908 or http://portal.ncdenr.org/web/wq/lab/cert) for information
regarding laboratory certifications.
Facilities whose personnel are conducting testing of field -certified parameters only must hold the appropriate field
parameter laboratory certifications.
Test procedures for the analysis of pollutants shall conform to the EMC regulations (published pursuant to NCGS
143-215.63 et. seq.), the Water and Air Quality Reporting Acts, and to regulations published pursuant to Section
304(g), 33 USC 1314, of the CWA (as amended), and 40 CFR 136; or in the case of sludge use or disposal,
approved under 40 CFR 136, unless otherwise specified in 40 CFR 503, unless other test procedures have been
specified in this permit [40 CFR 122.41].
To meet the intent of the monitoring required by this permit, all test procedures must produce minimum detection
and reporting levels that are below the permit discharge requirements and all data generated must be reported down
to the minimum detection or lower reporting level of the procedure. If no approved methods are determined
capable of achieving minimum detection and reporting levels below permit discharge requirements, then the most
sensitive (method with the lowest possible detection and reporting level) approved method must be used.
Penalties for Tampering
The CWA provides that any person who falsifies, tampers with, or knowingly renders inaccurate, any monitoring
device or method required to be maintained under this permit shall, upon conviction, be punished by a fine of not
more than $10,000 per violation, or by imprisonment for not more than two years per violation, or by both. If a
conviction of a person is for a violation committed after a first conviction of such person under this paragraph,
punishment is a fine of not more than $20,000 per day of violation, or by imprisonment of not more than 4 years,
or both [40 CFR 122.41].
6. Records Retention
Except for records of monitoring information required by this permit related to the Permittee's sewage sludge use
and disposal activities, which shall be retained for a period of at least five years (or longer as required by 40 CFR
503), the Permittee shall retain records of all monitoring information, including:
➢ all calibration and maintenance records
➢ all original strip chart recordings for continuous monitoring instrumentation
➢ copies of all reports required by this permit
➢ copies of all data used to complete the application for this permit
These records or copies shall be maintained for a period of at least 3 years from the date of the sample,
measurement, report or application. This period may be extended by request of the Director at any time [40 CFR
122.41].
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7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the Permittee shall record the
following information [40 CFR 122.41]:
a. The date, exact place, and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements;
c. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.
8. Inspection and Entry
The Permittee shall allow the Director, or an authorized representative (including an authorized contractor acting as
a representative of the Director), upon the presentation of credentials and other documents as may be required by
law, to;
a. Enter, at reasonable times, upon the Permittee's premises where a regulated facility or activity is located or
conducted, or where records must be kept under the conditions of this permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this permit;
c. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices,
or operations regulated or required under this permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as otherwise
authorized by the CWA, any substances or parameters at any location [40 CFR 122.41(i)].
Section E Reporting Requirements
1. Change in Discharge
All discharges authorized herein shall be consistent with the terms and conditions of this permit. The discharge of
any pollutant identified in this permit more frequently than or at a level in excess of that authorized shall constitute
a violation of the permit.
2. Planned Changes
The Permittee shall give notice to the Director as soon as possible of any planned physical alterations or additions
to the permitted facility [40 CFR 122.41(1)]. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for new sources at 40 CFR
122.29(b); or
b. The alteration or addition could significantly change the nature or increase the quantity of pollutants
discharged. This notification applies to pollutants subject neither to effluent limitations in the permit, nor to
notification requirements under 40 CFR 122.42(a)(1); or
c. The alteration or addition results in a significant change in the Permittee's sludge use or disposal practices, and
such alteration, addition or change may justify the application of permit conditions that are different from or
absent in the existing permit, including notification of additional use or disposal sites not reported during the
permit application process or not reported pursuant to an approved land application plan.
3. Anticipated Noncompliance
The Permittee shall give advance notice to the Director of any planned changes to the permitted facility or other
activities that might result in noncompliance with the permit [40 CFR 122.41(1)(2)].
4. Transfers
This permit is not transferable to any person without prior written notice to and approval from the Director in
accordance with 40 CFR 122.61. The Director may condition approval in accordance with NCGS 143-215.1, in
particular NCGS 143-215.1(b)(4)b.2., and may require modification or revocation and reissuance of the permit, or
a minor modification, to identify the new permittee and incorporate such other requirements as may be necessary
under the CWA [40 CFR 122.41(1)(3), 122.61] or state statute.
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5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit [40 CFR 122.41(1)(4)].
a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See Part II.D.2) or forms
provided by the Director for reporting results of monitoring of sludge use or disposal practices.
b. If the Permittee monitors any pollutant more frequently than required by this permit using test procedures
approved under 40 CFR Part 136 and at a sampling location specified in this permit or other appropriate
instrument governing the discharge, the results of such monitoring shall be included in the calculation and
reporting of the data submitted on the DMR.
6. Twenty-four Hour Reporting
a. The Permittee shall report to the Director or the appropriate Regional Office any noncompliance that
potentially threatens public health or the environment. Any information shall be provided orally within 24
hours from the time the Pennittee became aware of the circumstances. A written submission shall also be
provided within 5 days of the time the Pennittee becomes aware of the circumstances. The written submission
shall contain a description of the noncompliance, and its cause; the period of noncompliance, including exact
dates and times, and if the noncompliance has not been corrected, the anticipated time it is expected to
continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance [40
CFR 122.41(1)(6)].
b. The Director may waive the written report on a case -by -case basis for reports under this section if the oral
report has been received within 24 hours.
c. Occurrences outside normal business hours may also be reported to the Division's Emergency Response
personnel at [phone], [phone] or [phone].
7. Other Noncompliance
The Permittee shall report all instances of noncompliance not reported under Part II.E.5 and 6. of this permit at the
time monitoring reports are submitted. The reports shall contain the information listed in Part II.E.6. of this permit
[40 CFR 122.41(1)(7)].
8. Other Information
Where the Pennittee becomes aware that it failed to submit any relevant facts in a permit application, or submitted
incorrect information in a permit application or in any report to the Director, it shall promptly submit such facts or
information [40 CFR 122.41(1)(8)].
9. Noncompliance Notification
The Pennittee shall report by telephone to either the central office or the appropriate regional office of the Division
as soon as possible, but in no case more than 24 hours or on the next working day following the occurrence or first
knowledge of the occurrence of any of the following:
a. Any occurrence at the water pollution control facility which results in the discharge of significant amounts of
wastes which are abnormal in quantity or characteristic, such as the dumping of the contents of a sludge
digester; the known passage of a slug of hazardous substance through the facility; or any other unusual
circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate
wastewater treatment such as mechanical or electrical failures of pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass without treatment of all
or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report within 5 days following first
knowledge of the occurrence. Also see reporting requirements for municipalities in Part IV.C.2.c. of this permit.
10. Availability of Reports
Except for data determined to be confidential under NCGS 143-215.3 (a)(2) or Section 308 of the Federal Act, 33
USC 1318, all reports prepared in accordance with the terms shall be available for public inspection at the offices
of the Division. As required by the Act, effluent data shall not be considered confidential. Knowingly making any
false statement on any such report may result in the imposition of criminal penalties as provided for in NCGS 143-
215.1(b)(2) or in Section 309 of the Federal Act.
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11. Penalties for Falsification of Reports
The CWA provides that any person who knowingly makes any false statement, representation, or certification in
any record or other document submitted or required to be maintained under this permit, including monitoring
reports or reports of compliance or noncompliance shall, upon conviction, be punished by a fine of not more than
$25,000 per violation, or by imprisonment for not more than two years per violation, or by both [40 CFR 122.41].
12. Annual Performance Reports
Permittees who own or operate facilities that collect or treat municipal or domestic waste shall provide an annual
report to the Permit Issuing Authority and to the users/customers served by the Permittee (NCGS 143-215.1C). The
report shall summarize the performance of the collection or treatment system, as well as the extent to which the
facility was compliant with applicable Federal or State laws, regulations and rules pertaining to water quality. The
report shall be provided no later than sixty days after the end of the calendar or fiscal year, depending upon which
annual period is used for evaluation.
The report shall be sent to:
NC DENR / Division of Water Quality / Surface Water Protection Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
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PART III
OTHER REQUIREMENTS
Section A. Construction
a. The Permittee shall not commence construction of wastewater treatment facilities, nor add to the plant's treatment
capacity, nor change the treatment process(es) utilized at the treatment plant unless (1) the Division has issued an
Authorization to Construct (AtC) permit or (2) the Permittee is exempted from such AtC permit requirements
under Item b. of this Section.
b. In accordance with NCGS 143-215.1(a5) [SL 2011-394], no permit shall be required to enter into a contract for the
construction, installation, or alteration of any treatment work or disposal system or to construct, install, or alter any
treatment works or disposal system within the State when the system's or work's principle function is to conduct,
treat, equalize, neutralize, stabilize, recycle, or dispose of industrial waste or sewage from an industrial facility and
the discharge of the industrial waste or sewage is authorized under a permit issued for the discharge of the
industrial waste or sewage into the waters of the State. Notwithstanding the above, the permit issued for the
discharge may be modified if required by federal regulation.
c. Issuance of an AtC will not occur until Final Plans and Specifications for the proposed construction have been
submitted by the Permittee and approved by the Division.
Section B. Groundwater Monitoring
The Permittee shall, upon written notice from the Director, conduct groundwater monitoring as may be required to
determine the compliance of this NPDES permitted facility with the current groundwater standards.
Section C. Changes in Discharges of Toxic Substances
The Permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to believe (40 CFR 122.42):
a. That any activity has occurred or will occur which would result in the discharge, on a routine or frequent basis, of
any toxic pollutant which is not limited in the permit, if that discharge will exceed the highest of the following
"notification levels";
(1) One hundred micrograms per liter (100 µg/L);
(2) Two hundred micrograms per liter (200 µg/L) for acrolein and acrylonitrile; five hundred micrograms per liter
(500 µg/L) for 2,4-dinitrophenol and for 2-methyl-4,6-dinitrophenol; and one milligram per liter (1 mg/L) for
antimony;
(3) Five times the maximum concentration value reported for that pollutant in the permit application.
b. That any activity has occurred or will occur which would result in any discharge, on a non -routine or infrequent
basis, of a toxic pollutant which is not limited in the permit, if that discharge will exceed the highest of the
following "notification levels";
(1) Five hundred micrograms per liter (500 µg/L,);
(2) One milligram per liter (1 mg/L) for antimony;
(3) Ten times the maximum concentration value reported for that pollutant in the permit application.
Section D. Facility Closure Requirements
The Permittee must notify the Division at least 90 days prior to the closure of any wastewater treatment system covered
by this permit. The Division may require specific measures during deactivation of the system to prevent adverse
impacts to waters of the State. This permit cannot be rescinded while any activities requiring this permit continue at the
permitted facility.
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PART IV
SPECIAL CONDITIONS FOR MUNICIPAL FACILITIES
Section A. Definitions
In addition to the definitions in Part II of this permit, the following defmitions apply to municipal facilities:
Indirect Discharge or Industrial User
Any non -domestic source that discharges wastewater containing pollutants into a POTW regulated under section
307(b), (c) or (d) of the CWA. [40 CFR 403.3 (i) and 0) and 15A NCAC 02H .0903(b)(11)]
Interference
Inhibition or disruption of the POTW treatment processes; operations; or its sludge process, use, or disposal which
causes or contributes to a violation of any requirement of the Permittee's (or any satellite POTW's if different from the
Permittee) NPDES, collection system, or non -discharge permit or prevents sewage sludge use or disposal in
compliance with specified applicable State and Federal statutes, regulations, or permits. [15A NCAC 02H
.0903(b)(14)]
Pass Through
A discharge which exits the POTW into waters of the State in quantities or concentrations which, alone or with
discharges from other sources, causes a violation, including an increase in the magnitude or duration of a violation, of
the Permittee's (or any satellite POTW's, if different from the Permittee) NPDES, collection system, or non -discharge
permit. [15A NCAC 02H .0903(b)(23)]
Publicly Owned Treatment Works (POTW)
A treatment works as defined by Section 212 of the CWA, which is owned by a State or local government organization.
This definition includes any devices and systems used in the storage, treatment, recycling and reclamation of municipal
sewage or industrial wastes of a liquid nature. It also includes the collection system, as defined in 15A NCAC 2T
.0402, only if it conveys wastewater to a POTW treatment plant. The term also means the local government
organization, or municipality, as defined in section 502(4) of the CWA, which has jurisdiction over indirect discharges
to and the discharges from such a treatment works. In this context, the organization may be the owner of the POTW
treatment plant or the owner of the collection system into which an indirect discharger discharges. This second type of
POTW may be referred to as a "satellite POTW organization." [15A NCAC 02H .0903(b)(26)]
"Significant Industrial User" or "Stull
An Industrial User that discharges wastewater into a publicly owned treatment works and that [15A NCAC 02H
.0903(b)(33)]:
1. Discharges an average of 25,000 gallons per day or more of process wastewater to the POTW (excluding sanitary,
noncontact cooling and boiler blowdown wastewaters); or
2. Contributes process wastewater which makes up five percent or more of the NPDES or non -discharge permitted
flow limit or organic capacity of the POTW treatment plant. In this context, organic capacity refers to BOD, TSS
and ammonia; or
3. Is subject to categorical standards under 40 CFR Part 403.6 and 40 CFR Parts 405-471; or
4. Is designated as such by the Permittee on the basis that the Industrial User has a reasonable potential for adversely
affecting the POTW's operation or for violating any pretreatment standard or requirement, or the POTW's effluent
limitations and conditions in its NPDES or non -discharge permit, or to limit the POTW's sludge disposal options;
5. Subject to approval under 15A NCAC 02H .0907(b), the Permittee may determine that an Industrial User meeting
the criteria in paragraphs 1 or 2 of this definition above has no reasonable potential for adversely affecting the
POTW's operation or for violating any pretreatment standard or requirement, the POTW's effluent limitations and
conditions in its NPDES or non -discharge permit, or to limit the POTW's sludge disposal options, and thus is not a
Significant Industrial User (SIU); or
6. Subject to approval under 15A NCAC 02H .0907(b), the Permittee may determine that an Industrial User meeting
the criteria in paragraph 3 of this definition above meets the requirements of 40 CFR Part 403.3(v)(2) and thus is a
non -significant categorical Industrial User.
Section B. Publicly Owned Treatment Works (POTWs)
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All POTWs must provide adequate notice to the Director of the following [40 CFR 122.42(b)]:
1. Any new introduction of pollutants into the POTW from an indirect discharger, regardless of the means of
transport, which would be subject to section 301 or 306 of CWA if it were directly discharging those pollutants;
and
2. Any substantial change in the volume or character of pollutants being introduced by an indirect discharger as
influent to that POTW at the time of issuance of the permit.
3. For purposes of this paragraph, adequate notice shall include information on (1) the quality and quantity of effluent
introduced into the POTW, and (2) any anticipated impact that may result from the change of the quantity or
quality of effluent to be discharged from the POTW.
Section C. Municipal Control of Pollutants from Industrial Users.
1. Effluent limitations are listed in Part I of this permit. Other pollutants attributable to inputs from Industrial Users
discharging to the POTW may be present in the Permittee's discharge. At such time as sufficient information
becomes available to establish limitations for such pollutants, this permit may be revised to specify effluent
limitations for any or all of such other pollutants in accordance with best practicable technology or water quality
standards.
2. Prohibited Discharges
a. The Permittee shall develop and enforce their Pretreatment Program to implement the prohibition against the
introduction of pollutants or discharges into the waste treatment system or waste collection system which
cause or contribute to Pass Through or Interference as defined in 15A NCAC 02H .0900 and 40 CFR 403. [40
CFR 403.5(a)(1)]
b. The Permittee shall develop and enforce their Pretreatment Program to implement the prohibitions against the
introduction of the following wastes in the waste treatment or waste collection system [40 CFR 403.5(b)]:
(1) Pollutants which create a fire or explosion hazard in the POTW, including, but not limited to,
wastestreams with a closed cup flashpoint of less than 140 degrees Fahrenheit or 60 degrees Centigrade
using the test methods specified in 40 CFR 261.21;
(2) Pollutants which cause corrosive structural damage to the POTW, but in no case discharges with pH lower
than 5.0, unless the works is specifically designed to accommodate such discharges;
(3) Solid or viscous pollutants in amounts which cause obstruction to the flow in the POTW resulting in
Interference;
(4) Any pollutant, including oxygen demanding pollutants (BOD, etc.) released in a Discharge at a flow rate
and/or pollutant concentration which will cause Interference with the POTW;
(5) Heat in amounts which will inhibit biological activity in the POTW resulting in Interference, but in no
case heat in such quantities that the temperature at the POTW Treatment Plant exceeds 40°C (104°F)
unless the Division, upon request of the POTW, approves alternate temperature limits;
(6) Petroleum oil, non -biodegradable cutting oil, or products of mineral oil origin in amounts that will cause
Interference or Pass Through;
(7) Pollutants which result in the presence of toxic gases, vapors, or fumes within the POTW in a quantity that
may cause acute worker health and safety problems; or
(8) Any trucked or hauled pollutants, except at discharge points designated by the POTW.
c. The Permittee shall investigate the source of all discharges into the POTW, including slug loads and other
unusual discharges, which have the potential to adversely impact the Permittee's Pretreatment Program and/or
the operation of the POTW.
The Permittee shall report such discharges into the POTW to the Director or the appropriate Regional Office.
Any information shall be provided orally within 24 hours from the time the Permittee became aware of the
circumstances. A written submission shall also be provided within 5 days of the time the Permittee becomes
aware of the circumstances. The written submission shall contain a description of the discharge; the
investigation into possible sources; the period of the discharge, including exact dates and times; if the
discharge has not ceased, the anticipated time it is expected to continue; and steps taken or planned to reduce,
eliminate, and prevent reoccurrence of the noncompliance,
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3. With regard to the effluent requirements listed in Part I of this permit, it may be necessary for the Permittee to
supplement the requirements of the Federal Pretreatment Standards (40 CFR, Part 403) to ensure compliance by
the Permittee with all applicable effluent limitations. Such actions by the Permittee may be necessary regarding
some or all of the industries discharging to the municipal system.
4. The Permittee shall require any Industrial User (IU) discharging to the POTW to meet Federal Pretreatment
Standards developed under Section 307(b) of the Act as amended (which includes categorical standards and
specific local limits, best management practices and narrative requirements). Prior to accepting wastewater from
any Significant Industrial User (SIU), the Permittee shall either develop and submit to the Division a new
Pretreatment Program or, as necessary, a modification of an existing Pretreatment Program, for approval as
required under section D below as well as 15A NCAC 02H .0907(a) and (b). [40 CFR 122.440)(2)]
5. This permit shall be modified, or alternatively, revoked and reissued, to incorporate or modify an approved POTW
Pretreatment Program or to include a compliance schedule for the development of a POTW Pretreatment Program
as required under Section 402 (b)(8) of the CWA and implementing regulations or by the requirements of the
approved State pretreatment program, as appropriate.
Section D. Pretreatment Programs
Under authority of sections 307 (b) and (c) and 402(b)(8) of the CWA and implementing regulations 40 CFR 403,
North Carolina General Statute 143-215.3(14) and implementing regulations 15A NCAC 02H .0900, and in accordance
with the approved pretreatment program, all provisions and regulations contained and referenced in the pretreatment
program submittal are an enforceable part of this permit. [40 CFR 122.440)(2)]
The Permittee shall operate its approved pretreatment program in accordance with Section 402(b)(8) of the CWA, 40
CFR 403, 15A NCAC 02H .0900, and the legal authorities, policies, procedures, and financial provisions contained in
its pretreatment program submission and Division approved modifications thereof. Such operation shall include but is
not limited to the implementation of the following conditions and requirements. Terms not defined in Part II or Part IV
of this permit are as defined in 15A NCAC 02H .0903 and 40 CFR 403.3.
1. Sewer Use Ordinance (SUO)
The Permittee shall maintain adequate legal authority to implement its approved pretreatment program. [15A
NCAC 02H .0903(b)(32), .0905 and .0906(b)(1); 40 CFR 403.8(f)(1) and 403.9(b)(1) and (2)]
2. Industrial Waste Survey (IWS)
The Permittee shall implement an IWS consisting of the survey of users of the POTW collection system or
treatment plant, as required by 40 CFR 403.8(f)(2)(i-iii) and 15A NCAC 02H .0905 [also 40 CFR 122.440)(1)],
including identification of all Industrial Users that may have an impact on the POTW and the character and amount
of pollutants contributed to the POTW by these Industrial Users and identification of those Industrial Users
meeting the definition of SIU. Where the Permittee accepts wastewater from one or more satellite POTWs, the
IWS for the Permittee shall address all satellite POTW services areas, unless the pretreatment program in those
satellite service areas is administered by a separate Permittee with an approved Pretreatment Program. The
Permittee shall submit a summary of its IWS activities to the Division at least once every five years, and as
required by the Division. The IWS submission shall include a summary of any investigations conducted under
paragraph C.2.c. of this Part. [15A NCAC 02H .0903(b)(13), .0905 and .0906(b)(2); 40 CFR 403.8(f)(2) and 403.9]
3. Monitoring Plan
The Permittee shall implement a Division -approved Monitoring Plan for the collection of facility specific data to
be used in a wastewater treatment plant Headworks Analysis (HWA) for the development of specific pretreatment
local limits. Effluent data from the Plan shall be reported on the DMRs (as required by Parts ILD and II.E.5.). [15A
NCAC 02H .0903(b)(16), .0906(b)(3) and .0905]
4. Headworks Analysis (HWA) and Local Limits
The Permittee shall obtain Division approval of a HWA at least once every five years, and as required by the
Division. Within 180 days of the effective date of this permit (or any subsequent permit modification) the
Permittee shall submit to the Division a written technical evaluation of the need to revise local limits (i.e., an
updated HWA or documentation of why one is not needed) [40 CFR 122.44]. The Permittee shall develop, in
accordance with 40 CFR 403.5(c) and 15A NCAC 02H .0909, specific Local Limits to implement the prohibitions
listed in 40 CFR 403.5(a) and (b) and 15A NCAC 02H .0909. Pursuant to 40 CFR 403.5, local limits are
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enforceable Pretreatment Standards as defined by 40 CFR 403.3(1). [15A NCAC 02H .0903(b)(10), .0905, and
.0906(b)(4)]
5. Industrial User Pretreatment Permits (IUP) & Allocation Tables
In accordance with NCGS 143-215.1, the Permittee shall issue to all Significant Industrial Users, permits for
operation of pretreatment equipment and discharge to the Permittee's collection system or treatment works. These
permits shall contain limitations, sampling protocols, reporting requirements, appropriate standard and special
conditions, and compliance schedules as necessary for the installation of treatment and control technologies to
assure that their wastewater discharge will meet all applicable pretreatment standards and requirements. The
Permittee shall maintain a current Allocation Table (AT) which summarizes the results of the HWA and the limits
from all LUPs. Permitted IUP loadings for each parameter cannot exceed the treatment capacity of the POTW as
determined by the HWA. [15A NCAC 02H .0906(b)(6), .0909, .0916, and .0917; 40 CFR 403.5, 403.8(f)(1)(iii);
NCGS 143-215.67(a)]
6. Authorization to Construct (AtQ
The Permittee shall ensure that an Authorization to Construct permit (AtC) is issued to all applicable Industrial
Users for the construction or modification of any pretreatment facility. Prior to the issuance of an AtC, the
proposed pretreatment facility and treatment process must be evaluated for its capacity to comply with all
Industrial User Pretreatment Permit (1UP) limitations. [ 15A NCAC 02H .0906(b)(7) and .0905; NCGS 143-
215. 1 (a)(8)]
7. POTW Inspection & Monitoring of their IUs
The Permittee shall conduct inspection, surveillance, and monitoring activities as described in its Division
approved pretreatment program in order to determine, independent of information supplied by Industrial Users,
compliance with applicable pretreatment standards. [15A NCAC 02H .0908(e); 40 CFR 403.8(f)(2)(v)] The
Permittee must:
a. Inspect all Significant Industrial Users (SLUs) at least once per calendar year;
b. Sample all Significant Industrial Users (SIUs) at least once per calendar year for all SIU permit -limited
parameters including flow except as allowed under 15A NCAC .0908(e); and
c. At least once per year, document an evaluation of any non -significant categorical Industrial User for
compliance with the requirements in 40 CFR 403.3(v)(2), and either continue or revoke the designation as non-
significant.
8. IU Self Monitoring and Reporting
The Permittee shall require all Industrial Users to comply with the applicable monitoring and reporting
requirements outlined in the Division -approved pretreatment program, the industry's pretreatment permit, or in 15A
NCAC 02H .0908. [15A NCAC 02H .0906(b)(5) and .0905; 40 CFR 403.8(f)(1)(v) and (2)(iii); 40 CFR
122.440)(2) and 40 CFR 403.12]
9. Enforcement Response Plan (ERP)
The Permittee shall enforce and obtain appropriate remedies for violations of all pretreatment standards
promulgated pursuant to section 307(b) and (c) of the CWA (40 CFR 405 et. seq.), prohibitive discharge standards
as set forth in 40 CFR 403.5 and 15A NCAC 02H .0909, specific local limitations, and other pretreatment
requirements. All remedies, enforcement actions and other, shall be consistent with the Enforcement Response
Plan (ERP) approved by the Division. [15A NCAC 02H .0903(b)(7), .0906(b)(8) and .0905; 40 CFR 403.8(f)(5)]
10. Pretreatment Annual Reports (PAR)
The Permittee shall report to the Division in accordance with 15A NCAC 02H .0908. In lieu of submitting annual
reports, Modified Pretreatment Programs developed under 15A NCAC 02H .0904 (b) may be required to submit a
partial annual report or to meet with Division personnel periodically to discuss enforcement of pretreatment
requirements and other pretreatment implementation issues.
For all other active pretreatment programs, the Permittee shall submit two copies of a Pretreatment Annual Report
(PAR) describing its pretreatment activities over the previous calendar year to the Division at the following
address:
Version 1110912011

DocuSign Envelope ID: 3BA14DA3-355C-40A9-8814-FB1D72FECB49
NPDES Permit Standard Conditions
Page 18 of 18
NC DENR / Division of Water Quality / Surface Water Protection Section
Pretreatment, Emergency Response, and Collection Systems (PERCS) Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
These reports shall be submitted by March 1 of each year and shall contain the following:
a. Narrative
A narrative summary detailing actions taken, or proposed, by the Permittee to correct significant non-
compliance and to ensure compliance with pretreatment requirements;
b. Pretreatment Program Summary (PUS
A pretreatment program summary (PPS) on forms or in a format provided by the Division;
c. Significant Non -Compliance Report (SNCR)
A list of Industrial Users (IUs) in significant noncompliance (SNC) with pretreatment requirements, and the
nature of the violations on forms or in a format provided by the Division;
d. Industrial Data Summary Forms (IDSF)
Monitoring data from samples collected by both the POTW and the Significant Industrial Users (SIUs). These
analytical results must be reported on Industrial Data Summary Forms (IDSF) or on other forms or in a format
provided by the Division;
e. Other Information
Copies of the POTW's allocation table, new or modified enforcement compliance schedules, public notice of
IUs in SNC, a summary of data or other information related to significant noncompliance determinations for
IUs that are not considered SIUs, and any other information, upon request, which in the opinion of the Director
is needed to determine compliance with the pretreatment implementation requirements of this permit;
11. Public Notice
The Permittee shall publish annually a list of Industrial Users (IUs) that were in significant noncompliance (SNC)
as defined in the Permittee's Division -approved Sewer Use Ordinance with applicable pretreatment requirements
and standards during the previous twelve month period. This list shall be published within four months of the
applicable twelve-month period. [15A NCAC 02H .0903(b)(34), .0908(b)(5) and .0905 and 40 CFR
403.8(f)(2)(viii)]
12. Record Keep
The Permittee shall retain for a minimum of three years records of monitoring activities and results, along with
support information including general records, water quality records, and records of industrial impact on the
POTW and shall retain all other Pretreatment Program records as required by 15A NCAC 02H .0908(f). [15A
NCAC 02H .0908(f); 40 CFR 403.12(o)]
13. Pretreatment Program Resources
The Permittee shall maintain adequate funding and qualified personnel to accomplish the objectives of its approved
pretreatment program. and retain a written description of those current levels of inspection. [I 5A NCAC 02H
.0906(b)(9) and (10) and .0905; 40 CFR 403.8(f)(3), 403.9(b)(3)]
14. Modification to Pretreatment Programs
Modifications to the approved pretreatment program including but not limited to local limits modifications, POTW
monitoring of their Significant Industrial Users (SIUs), and Monitoring Plan modifications, shall be considered a
permit modification and shall be governed by 40 CFR 403.18, 15 NCAC 02H .0114 and 15A NCAC 02H .0907.
Version 1110912011

West Lincoln High School WWTP
Minor Modification
Project Specifications
w • : t
•
• •v
111ii,,l s•• • M A cI�°,,���•
��!lli111111
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

Table of Contents for Specifications
Excavation and Backfilling...........................................................................................................I
Tank Installation and Testing.......................................................................................................2
Piping Installation and Testing.....................................................................................................3
EffluentFilter.................................................................................................................................4
Flow Equalization Pump(s) and Control Panel..........................................................................4
DosingPumps.................................................................................................................................4

Project Specifications
Excavation and Backfilling
1. Excavated materials acceptable as backfill shall be stockpiled in a location approved by the
Owner. The materials shall be located away from the edge of any excavations. Excavated
materials shall not be stored where existing trees are located.
2. All open excavations shall be barricaded when construction in the area has stopped. Night
barricading should include posted warning lights.
3. Protect existing structures, utilities, sidewalks, pavement, and other facilities from damage
caused by settlement, lateral movement, undermining, washout, and other hazards created by
earthwork operations. Protect root systems from damage or dry -out to the greatest extent
possible.
4. Soil materials shall be free of boulders, roots, sod, organic matter, and frozen material.
5. Bedding materials for pre -cast concrete structure installation shall be #57 washed stone to the
dimensions and depth shown on the construction drawings.
6. All excavation is unclassified and includes excavation to subgrade elevations indicated on the
construction drawings regardless of character of materials and obstruction encountered. In the
event rock is encountered, the Contractor shall remove it at no additional cost to the owner.
7. Stability of excavations shall be maintained by sloping of the sides and shall comply with local
codes, ordinances, and requirements of agencies having jurisdiction. Where space restrictions
prevent sloping of the sides, shoring and bracing of the walls shall be employed in full
compliance with OSHA requirements. In the case of pipe installations, sheeting shall remain
in place until backfilling progresses to a stage where no damage to the pipe will result from
removal.
8. The Contractor shall attempt to prevent surface and subsurface water from flowing into
excavations. The Contractor shall provide equipment, materials, and work necessary to
dewater any accumulation of water in the excavation to prevent softening of the soils,
undercutting of footings, and changes to the soils detrimental to the stability of the
improvements.
9. Excavations for structures shall conform to dimensions and elevations shown on the
construction drawings within a tolerance of plus or minus 0.10 feet and to the standards of
ASTM C891-90.
10. Backfill shall be installed to excavated spaces in 8-inch lifts and tamped by hand or
pneumatically around pipe or structures. Tamping shall be performed evenly on both sides of
pipe and around sides of structures to a depth such that damage to the pipe or structures is
1
West Lincoln High School WWTP
Minor Modification
MacConnell & Associates, P.C. Project No.: C21402.00

avoided as a result of subsequent methods of compaction. Extreme care shall be exercised in
backfilling operations to avoid displacement of pipe and structures either horizontally or
vertically. Backfill consolidation by ponding water is not permitted. Compaction of each layer
of backfill and the top 6 inches of subgrade shall achieve a 90 percent maximum dry density
as measured by AASHTO method T-99.
11. Remove all waste materials including unacceptable excavated material, trash, and debris and
legally dispose of it off Owner's property. Where settling is measurable or observable at
excavated areas during project warranty period, the Contractor shall remove surface finish, add
backfill material, compact, and replace surface treatment to a quality and appearance matching
adjacent areas of previous work.
Tank Installation and Testing
1. Tanks shall conform to criteria in 15A NCAC 18E .0801-.0805.
2. Place bell ends of pre -cast sections or the groove end of the concrete facing down. In
preparation for making joints, all surfaces of the portion of the section to be jointed and the
factory -made jointing materials shall be clean and dry. Each joint, seam, and pipe penetration
inside and outside of joints shall receive liberal applications of non -shrink grout as well as
liberal amounts of bitumastic waterproof sealant.
3. Lifting holes and other penetrations of the pre -cast structure wall shall be sealed with
nonshrinking grout. Pipe connections shall be made so that the pipe does not project beyond
the inside wall of the structure. Grout connections as necessary to make smooth and uniform
surfaces on the inside of the structure.
4. Before placing any tank into operation, remove any dropped grout, sand or other imperfections
and obstructions from the interior of the structure. Specifically, the inside walls of the tank
shall be smooth and uniform. Smooth -finish inverts so that wastewater flow is confined and
directed through the inlet and outlet pipes with easy transition.
5. Tanks shall be backfilled in accordance with the applicable specifications herein before
described.
6. All pipe penetrations shall be through Press -Seal Cast -A -Seal 402 rubber connectors or
approved equal.
7. All joints (mid -seam, top -seam) shall be sealed using Concrete Sealants butyl sealant #CS-102
meeting ASTM C-990.
8. All service access openings will be a minimum of 24 inches. All access openings shall be
fitted with E-Z Set riser assemblies.
2
West Lincoln High School WWTP
Minor Modification
MacConnell & Associates, P.C. Project No.: C21402.00

9. A 24-hour static water test, in accordance with ASTM standards, shall be performed on all
precast tanks in order to insure they are watertight.
a. The testing shall be performed in the presence of the engineer or his representative.
b. Each tank shall be filled with water and the initial water level shall be measured.
c. At the end of the 24-hour period, the level of the water shall be measured again.
d. The engineer shall pass the tank if the water level did not drop more than 0.5 inches or if
the total volume of the displaced water is less than 1 percent of the total effective liquid
capacity of the tank. r_ '
e. Tanks may also be leak -tested by applying a vacuum of 5-inches of Hg with riser
assemblies in place.
f. Each failed tank shall be tested again. In the event the tank does not pass the second test,
the Contractor shall remove and replace the tank at no additional cost to the owner.
10. Tanks shall meet the following additional criteria:
a. Minimum liquid depth of 36 inches. V_
b. Minimum airspace of 9 inches.
c. Length shall be at least twice as long as the width.
Piping Installation and Testing
1. Piping shall be PVC or engineered approved material and of type and size as shown on the
construction drawings. Piping shall be installed with a minimum of three (3) feet of cover
unless shown otherwise on the construction drawings.
2. The leak testing allowance shall be defined as the quantity of water that must be supplied to
the pipe section being tested to maintain a pressure within 5 psi (34 kPa) of the specified
hydrostatic pressure. No installation will be accepted if the quantity of makeup water is greater
than that determined by the formula:
Q = LDP0-5 /148,000
Q = quantity of makeup water, in gallons per hour
L = length of pipe section being tested, in feet
D = nominal diameter of pipe in inches
P = average test pressure during leakage test in pounds per square inch (gauge)
3
West Lincoln High School WWTP
Minor Modification
MacConnell & Associates, P.C. Project No.: C21402.00

No test section shall be accepted if the leakage exceeds the limits determined under AWWA
C600. The leakage test shall be repeated until the test section is accepted. All visible leaks shall
be repaired regardless of leakage test results.
3. Pressure test shall be to ASTM D-2774 standards and shall be tested to a pressure 150% of the
design pressure of the pipe. The leakage and pressure test may happen simultaneously. No test
shall be done with air.
4. Any line installed under a driveway shall be sleeved in Class 52 Ductile Iron Pipe or encased
in concrete and extend a minimum of 5 feet on either side and as shown on the construction
drawings.
5. Force mains installed under streams shall be HDPE pipe and maintain minimum three feet of
stable cover. If stable cover cannot be maintained the pipe shall be sleeved in Class 52 Ductile
Iron Pipe as shown on the construction drawings.
6. All supply lines installed in the common supply line easement trench shall comply with the
Innovative Wastewater Approval Number IWWS 2016-01.
7. All pipe segments located in the common supply line easement trench shall be permanently
marked every ten feet on the crown of the pipe with the corresponding unique lot number or
letter and shall be visible at the time of inspection. The printed lot number or letter shall be at
least one inch in height and legible.
8. All easements and property lines shall be surveyed and permanently marked in the field.
Effluent Filter
One (1) Polylok PL-525 effluent filter shall be installed in the second chamber of the first
septic tank as shown on site plans.
Flow Equalization Pump(s) and Control Panel
2. The Flow Equalization pump(s) shall be two (2) Zoeller Waste -Mate Series Model N292 1/2 hp
submersible pump for operation on a single phase, 115 Volt service.
3. The control panel shall be a timed dosed alternating duplex control panel by SJE Rhombus
Model No. IFN41 W 124H6A8AC 1 OE 1 OF 15A 17J 19F.
Dosing Pumps
1. The dosing pumps shall be two (2) Sta-Rite Step 50 1-1/2 horsepower multi -stage submersible
pump for operation on a single phase, 230 Volt service.
4
West Lincoln High School WWTP
Minor Modification
MacConnell & Associates, P.C. Project No.: C21402.00

2. Each dosing pump shall be housed by a pump screen with 1/8" perforations Model
STF1548P125 by Sim Tech, or an Engineer approved equal.
5
West Lincoln High School WWTP
Minor Modification
MacConnell & Associates, P.C. Project No.: C21402.00

West Lincoln High School WWTP
Minor Modification
• EAL
• 17069
7j 7
'S.ai�
Engineered Calculations
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

MacConnell & Associates, P.C.
Project: West Lincoln High School WWTP
Project Number: C21402.00
Location: Lincoln County
Subject: Flow Equalization Tank Sizing & Calculations
Date: September 16, 2024
WWTF Design Capacity
14,000 GPD
Equalized Flow Period
18 hours
Hourly Flow
778 gallons per hour
Cycles per Hour
3 cycles
Flow Per Cycle
259 gallons
Pump Rate
65 gpm
Timer Settings:
Pump Enable 4 min
Pump Off 16 min
Flow Eaualization/Field Dosing Tank
Pump Submergence Volume -18" 2,188 gal
Effective Storage Volume 13,007 gal
Freeboard Storage 1,216 gal
Total Volume 16,411 gal PT-2095 by Shoaf Precast
Emergency Storage Provided 14,223 gal > 24 hrs

HS/20 Traffic Rated 16,000 PT (PT-2095) by Shoaf Precast
Basic Dimensions
Lid Thickness L
0.83
feet
Lid Hole Diameter 1-11
30.00
inches
Lid Hole Diameter (1-12) - If tank has only one hole, leave
30.00
(inches)
blank.
Lid Hole Diameter (1-13) - If tank has only one hole, leave
0.00
(inches)
blank.
Length of Tank A
21.33
feet
Width of Tank B
10.00
feet
Height of Tank Excluding Lid (C) - This value includes the
11.92
(feet)
base thickness but excludes the lid thickness.
Depth of Bury (Y) - This measurement extends from the
1.50
(feet)
round level to the to of the lid.
Wall Thickness T
0.67
feet
Base Thickness E
0.67
feet
Distance to Groundwater GW
0.00
feet
Customizations To Add Ballast
Add Concrete Inside the Tank:
Initial Inside Height of Tank - This measurement is the value
11.25
(feet)
ofC -E.
Add concrete inside the tank to make thicker base?
0.00
(feet)
If yes, how much? (U) If no, enter a value of 0. Please note:
The value entered must be less than the inside height of the
tank.
Increase Thickness of the Base:
Initial Base Thickness - This measurement is the value of E.
0.67
(feet)
Add concrete below the base of the tank to make thicker
base?
0.00
(feet)
If yes, how much? F If no, enter a value of 0.
Create Lip:
Extend the base horizontally to create a lip? - The lip will be
the thickness of E plus F, below, and it will extend this
0.00
(feet)
horizontal distance, P, from all four tank walls.
If yes, how much? P If no, enter a value of 0.
Summary of Final Measurements after Ballast
Customizations
Final Base Thickness - This measurement is the sum of E
0.67
(feet)
and F.
Lip Thickness - This measurement is the sum of E and F.
0.67
feet
Total Height of the Tank from the Top of the Lid to the Bottom
of the Base - This measurement is the sum of L, C, and F.
12.75
(feet)
This is equivalent to the sum of L, C - E, E, and F.

Final Inside Height of Tank - This measurement is the value
11.25
(feet)
ofC -E -U.
Final Volume of Tank
1950.00
cf
Final Volume of Tank
14587.01(gallons)
Unit Weights
Unit Weight of Water
62.40
Ib/cf
Unit Weight of Dry Soil
110.00
Ib/cf
Unit Weight of Submerged Soil
47.60
(lb/cf)
Unit Weight of Saturated Soil
120.00
Ib/cf
Unit Weight of Concrete
1 150.001
Changes in Total Concrete Weight Due to
Customizations
Weight of extra concrete inside tank used to create thicker
0
(lb)
base (Weight of extra concrete due to U
Weight of extra concrete on bottom of tank used to create
0
(lb)
thicker base (Weight of extra concrete due to F
Weight of extra concrete due to lip (Weight of extra concrete
0
(lb)
due to P
Weight of concrete removed due to lid hole
1227(lb)
Soil and Concrete Weights
Weight of Soil on Lid
15232(lb)
Weight of Soil on Lip
0(lb)
Weight of Lid Alone
25439(lb)
Weight of Empty Tank - This value is the sum of weights of
the body of the tank, the tank lid, the lip (P, if applicable), the
thickened base (F, if applicable), and the extra concrete inside
114273
(lb)
tank (U, if applicable), minus the weight of the concrete
removed due to the hole in the lid.
Water in Tank
Water Level in Tank - Please note: The value entered must
0.00
(feet)
be less than the final inside height of the tank.
Weight of Water in Tank
0(lb)
Weight of System Components
Total Weight of Soil on Tank
15232
Ib
Total Weight of Concrete
114273(lb)
Total Weight Tank Water in Tank and Soil) [TWI
129505
Ib
Sliding Resistance
Specific Gravity of Soil, SG
2.75
Friction Factor Found in Table 1), f
0.30
Void Ratio Found in Table 3), e
0.85

Ratio of Lateral to Vertical Earth Pressure (Found in Table 2),
0.33
Ka
Sliding Resistance [SRI
149092
Ib
Uplift Force
Uplift Force
169728.00
Ib
Safety Factor
1.50
Uplift Force with Safety Factor [UFWSFJ
254592.00(lb)
Additional Ballast Required NONE (Ib)
=IF((UPWSF-(TW+SR))>0, UFWSR-TW-SR,"NONE")

CLIENT:
DSN BY:
COMMENTS:
West Lincoln WWTP
Annie Foxworth
Flow Equalization Pumps
Size a Pum
COUNTYLincoln DATE: 8/29/24
CHK BY: GSM DATE:
System Profile
Elevation at Highest Point 1 928.8 Ift
Elevation at Low Point 1 916.4 1 ft
DISCHARGE PIPE
Discharge Pipe Length
Equivalent Length of Pipe Fittings
Discharge Pipe Inside Diameter
Hazen -Williams Roughness, C
Other Losses:
Flow Q
TDH
Static Head
Total Discharge Pipe Length
Velocity
Pump Manufacturer Zoeller
Pump Model # Model 292
Pump Curve System Curve
Pump Curve Pump
GPM Head, ft
Flow
GPM
System Curve
Head, ft
0
40
0
12.4
5
39.1
5
12.4
10
38.3
10
12.4
15
37.4
15
12.5
20
36.6
20
12.6
25
35.7
25
12.8
30
34.9
30
12.9
35
34.0
35
13.1
70
25.0
70
14.9
105
15.0
105
17.8
120
10.0
120
19.4
130
7.0
130
20.5
135
5.0
135
21.1
Note: Velocity will increase as static head pressure (acting against the pump) decreases
Full Flow (Q) 68.0 ft
Full Flow (Q) 186.0 ft (see tables)
3.069 in
130
6 -.6-1 ft
65.0
GPM
14.6
ft
12.4
ft
186.0
ft (incl. equiv. length of fittings)
2.8
fps (full flow)
Equivalent
Length of PVC Straight Pipe
for Various
Fittings
FITTINGS
1
2
3
4
5
6
90' Elbow
2.6
5.2
7.7
10.1
12.6
15.2
45' Elbow
1.4
2.8
4.1
5.4
6.7
8.1
Tee -branch flow
5.3
10.3
15.3
20.1
25.2
30.3
Tee -through flow
1.8
3.5
6.7
8.4
10.1
Globe Valve, full open
29.7
58.6
86.9
114
143
172
Swing Check Valve, full open
8.7
17.2
25.5
33.6
42.1
50.5
Gate Valve, full open
0.7
1.4
2.0
2.7
3.4
4.0
Handbook of PVC Pipe, 4th Edition, 2001
Table 9.1
Zoeller Waste -Mate Model N292
45
Pump Curve
40
System Curve
35
30
25
20
2
15
10
5
0
0 20 40 60 80 100 120 140 160
Flow, gallons per minute

CLIENT:
DSN BY:
COMMENTS:
West Lincoln High School WWTP
Annie Foxworth
Dosing tank pump(s) headloss with new filters installed.
Size a Pum
COUNTYLincoln DATE: 8/27/24
CHK BY: GSM DATE:
System Profile
Elevation at Highest Point 1 937.5 Ift
Elevation at Low Point 1 922.7 Ift
DISCHARGE PIPE
Discharge Pipe Length
Full Flow (Q)
69.0
ft
Equivalent Length of Pipe Fittings
Full Flow (Q)
207.1
ft (see tables)
Discharge Pipe Length
Half Flow (1/2Q)
76.0
ft
Equivalent Length of Pipe Fittings
Half Flow (1/2Q)
67.7
ft
Discharge Pipe Inside Diameter
2049.
in
Hazen -Williams Roughness, C
130
Other Losses:
55.4 ft
Assumes 5ft Headloss in Sand Filter
1.2 psi (2.8 ft) for 2-2" Disc Kleen Filter
0.6 psi (1.38 ft) Existing bag filter
20 psi (46.2 ft) required pressure for dosing emitters
Flow Q
TDH
Static Head
Total Discharge Pipe Length
Velocity
Pump Manufacturer
I Pentair
Pump Model #
Sta-Rite STEP 50 1-1/2 HP 230V
Pump Curve System Curve
Pump Curve Pump
GPM Head, ft
Flow
GPM
System Curve
Head, ft
0
120
0
70.2
10
116
10
70.3
20
110
20
70.7
30
102
30
71.4
40
91
40
72.3
50
79
53
73.7
60
60.5
60
74.7
70
38
70
76.1
80
0
80
77.8
Note: Velocity will increase as static head pressure (acting against the pump) decreases
53.0
GPM
ft
ft
ft (incl. equiv. length of fittings)
fps (full flow)
70.2
14.8
350.8
5.2
Equivalent
Length of PVC Straight Pipe
for Various
Fittings
FITTINGS
1
2
3
4
5
6
90' Elbow
2.6
5.2
7.7
10.1
12.6
15.2
45' Elbow
1.4
2.8
4.1
5.4
6.7
8.1
Tee -branch flow
5.3
10.3
15.3
20.1
25.2
30.3
Tee -through flow
1.8
3.5
6.7
8.4
10.1
Globe Valve, full open
29.7
58.6
86.9
114
143
172
Swing Check Valve, full open
8.7
17.2
25.5
33.6
42.1
50.5
Gate Valve, full open
0.7
1.4
2.0
2.7
3.4
4.0
Handbook of PVC Pipe, 4th Edition, 2001
Table 9.1
Pentair Sta-Rite STEP 50 1-112HP 230V
140
Pump Curve
120
System Curve
100
80
d
60
2
40
20
0
0 10 20 30 40 50 60 70 80 90
Flow, gallons per minute

West Lincoln High School WWTP
SEAL•
17069
���llllf
Minor Modification
Equipment
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

CAST -A -SEAL 402/402 F
PIPE TO MANHOLE & TANK CONNECTOR
What It Is
The Cast -A -Seal 402/402F is a simple cast -in
pipe -to -manhole connector that offers a
watertight flexible connector that is cast into the
structure when the concrete is poured.
The key lock is integrally cast -in during the
production process providing a secure seal for
storm water and sanitary collection systems.
How It Works
• The connector is folded into the casting
position.
• It is placed on the reusable mandrel and
then placed on the form.
• After curing, the mandrel is removed.
• The connector is then simply unfolded at the
jobsite.
• Take-up clamps made from series 304
stainless steel with quick adjusting screws
secure the connector to the pipe.
• Durable and reusable mandrel forms.
• Integrally cast into the structure at time of
casting.
• Contractor can backfill immediately after
pipe insertion.
• The 4" connector is available in either open
or closed end face.
• Contractor can save time and money by
backfilling immediately.
Where To Use
• Manholes
• Wet wells
• Square pump and lift stations
• Stormwater structures
• On -site treatment structures
• Junction chambers
• Grease interceptors
%'-kp�o
CARE & STORAGE
PAGE 5
Press -Seal believes all information is accurate as of its publication date. Information, specifications, and prices
Pare all subject to change without notice. Press -Seal is not responsible for any inadvertent errors. Copyright 2022.
5 Phone: [phone] PRESS -SEAL CORPORATION Email: sales @press-seal.com
Fax: [phone] Protecting Our Planet's Clean Water Supply Web: www.press-seal.com
ISO 9001: Registered • Version 02.16.22.11.17
65

CAST -A -SEAL 402/402F
SUBMITTAL SPECIFICATIONS
A flexible pipe -to -structure connector shall
be employed in the connection of the sanitary
sewer pipe to precast structures. The connector
shall be Cast -A -Seal® 402/402F as manufactured
by Press -Seal Corporation, Fort Wayne, Indiana,
or approved equal. The connector shall be
the sole element relied on to assure a flexible,
watertight seal of the pipe to the precast structure.
The connector shall consist of a rubber gasket
and an external take-up clamp.
The rubber gasket element shall be
constructed solely of synthetic or natural rubber,
and shall meet or exceed the physical property
requirements of ASTM C 923.
The external take-up clamp shall be
constructed of Series 300 non-magnetic stainless
steel and shall utilize no welds in its construction.
The clamp shall be installed by torquing the
adjusting screw using a torque -setting wrench
available from the connector manufacturer.
Product Performance
Selection of the proper size connector for
the structure and pipe requirement, and installation
thereof, shall be in strict conformance with the
recommendations of the connector manufacturer.
Any dead end pipe stubs installed in connectors
shall be restrained from movement per ASTM C
923.
The finished connection shall provide
sealing to 13 psi (minimum) and shall accommodate
deflection of the pipe to 7 degrees (minimum)
without loss of seal.
Vacuum testing shall be conducted in
strict conformance with ASTM C 1244 prior to
backfill. Other testing shall be conducted in
strict conformance with the requirements of the
connector manufacturer.
Cast -A -Seal 402/402F meets and/or exceeds all requirements of ASTM C 923, including physical
properties of materials and performance testing, including:
• 13 PSI minimum in straight alignment
• 10 PSI at minimum 70 angle
• 10 PSI minimum under shear load of 150 Ibs/in. pipe diameter
Cast -A -Seal 402/402F meets and/or exceeds the requirements of the following Standards,
Specifications, Codes, and Test Methods:
• IAPMO/ANSI Z1000 Standard for Prefabricated Septic Tanks
• IAPMO/ANSI Z1001 Standard for Prefabricated Gravity Grease Interceptors
• NPCA Best Practices Manual for Precast Concrete On -Site Wastewater Tanks
• NOWRA Model Code Framework
• ASTM C 1227 Standard Specification for Precast Concrete Septic Tanks
• ASTM C 1644 Standard Specification for Resilient Connectors Between Reinforced Concrete On-
Slte Wastewater Tanks and Pipes (CAS 402)
• ASTM C 1613 Standard Specification for Precast Concrete Grease Interceptor Tanks
• ASTM C 923 - Standard Specification for Resilient Connectors Between Reinforced Concrete
Manhole Structures, Pipes, and Laterals
• ASTM C 1244 Standard Test Method for Concrete Sewer Manholes by the Negative Air Pressure
(Vacuum) Test
• ASTM C 1478 - Standard Specification for Storm Drain Resilient Connectors Between Reinforced
Concrete Storm Sewer Structures, Pipes, and Laterals
Press -Seal believes all information is accurate as of its publication date. Information, specifications, and prices
are all subject to change without notice. Press -Seal is not responsible for any inadvertent errors. Copyright 2022.
66 Phone: [phone] PRESS -SEAL CORPORATION Email: sales @press-seal.com
Fax: [phone] Protecting Our Planet's Clean Water Supply Web: www.press-seal.com
ISO 9001: Registered • Version 02.16.22.11.17

CAST -A -SEAL 402/402 F
SELECTION GUIDE
PIPE SIZE
CAST -A -SEAL 402
PIPE O.D. RANGE
WALL THICKNESS*
APPLICATION
1.25" - 2"
1.5" - 2.75"
2.5" - 6"
452.0250
STANDARD
31 -51 mm
38-70mm
64-150mm
4
4.2" - 4.7"
2.5" - 6"
452.0450
STANDARD
100mm
107-119mm
64-150mm
4
4.2" - 4.7"
2.5" - 4.0"
452.0402F1
Closed Face
100mm
107-119mm
64-102mm
6
6.2" - 6.7"
2.5" - 6"
452.0650
STANDARD
150 mm
157 - 170 mm
64 - 150 mm
3
3.2" - 3.6"
Use with 4" CAST-A-
75 mm
CAS ADAPTER
81 - 91 mm
___
SEAL
Press -Seal believes all information is accurate as of its publication date. Information, specifications, and prices
are all subject to change without notice. Press -Seal is not responsible for any inadvertent errors. Copyright 2022.
Phone: [phone] PRESS -SEAL CORPORATION Email: sales @press-seal.com
Fax: [phone] Protecting Our Planet's Clean Water Supply Web: www.press-seal.com
0 ISO 9001: Registered • Version 02.16.22.11.17
67

SERIES H1 R & H2R ACCESS COVERS
TABLE OF CONTENTS
Vendor Data
Material Data Sheet
Specification
Component Parts List
Storage, Handling, Installation & Maintenance Instructions
Limited Warranty
H1R,MR/11/15/71
1

VENDOR DATA
HALLIDAY PRODUCTS, INC.
6401 Edgewater Drive
Orlando, FL 32810
Phone: [phone] - Fax: [phone]
Toll Free: 800-298-1027
Email: [e-mail]
Web Site at www.HallidayProducts.com
Armond Bordeau, Contact
H1R H2R/11/15/dw
2

MATERIAL DATA SHEET
Access Frames and Covers
1. Door leaf shall be'/4-in. thick 5086-H34* mill finish aluminum
diamond pattern plate, reinforced to attain an H-20 load rating.
2. Frame members shall be 1/-in. thick 6063-T5 mill finish
aluminum extrusion.
3. The following items shall be Type 316 Stainless Steel: hinges,
hold -open arm, slam lock and all attaching hardware.
4. Units shall carry a Lifetime Guarantee against defects in
material and/or workmanship.
*5086-H34 has excellent resistance to corrosion --especially in a marine
environment, good workability, weld ability, good finishing characteristics,
and higher strength than 3003 or 5052.
H1 R,H2R/11/15/dw
3

Series H 1 R and H2R Access Frames and Covers
STANDARD FEATURES:
Stainless steel compression spring assist
Auto -lock, T316 stainless steel hold -open arm with release handle
T-316 stainless steel hinges and attaching hardware
T-316 stainless steel slam lock w/ removable key
Single or double leaf construction
H-20 load rating (See Note)
Lifetime guarantee
SPECIFICATION:
The H1R (single leaf) and H2R (double leaf) series access frames and
covers as manufactured by Halliday Products, Inc. of Orlando, Florida shall
have a '/4-in. thick one-piece, mill finish, extruded aluminum channel frame,
incorporating a continuous concrete anchor. The inside of the frame shall have
a door -support ledge on two (2) sides. Both frame and ledge must be supported
by a full bed of Class A concrete. The door panel(s) shall be '/4- in. aluminum
diamond plate, reinforced to withstand a live load of the H-20 designation.
Door(s) shall open to 90 degrees and automatically lock with T-316 stainless
steel hold -open arm(s) with aluminum release handle(s). For ease of
operation the hold -open arm shall incorporate enclosed stainless steel
compression spring assist. Door(s) shall close flush with the frame. Hinges and
all fastening hardware shall be T-316 stainless steel. Unit shall lock with T-
316 stainless steel slam lock with removable keys. Unit shall carry a Lifetime
guarantee against defects in material and/or workmanship.
NOTE: The Series H 1 R and H2R are suitable for use in off-street locations
where not subjected to traffic.
H1R,H2R/11/15/dw
4

EA
r HP
SERIES MR
o� os
r---
--�
III
I
1 I,I
III
I
I
I
III+-----------------111
III
I
IIIIII
IIIµ
NI
II
II
I III
II
II
I
-----------------�JI
I lµ-----------------HI
II
II
I
IIIIII
I
III
I III ----LI
II
11
1114
— — — — — —= =— =— = _�u
- I
ICI
�­= L=—= �==
I I �
I
09
08
STANDARD COMPONENT PARTS
01 FRAME EXTRUSION
0© DIAMOND PLATE COVER
HINGES W/ HARDWARE
04 LIFTING HANDLE
05 SLAM LOCK
O6 HOLD -OPEN ARM
0� POSITIVE LOCKING LATCH
03
OS SPRING ASSIST
09 COVER REINFORCEMENT
10 LOWER CLEVIS ASSEMBLY
11 Z BAR
12 UPPER CLEVIS ASSEMBLY
13 GUIDE PLATE
NOTE: Component Part Pricing:
Due to component part sizes and pricing change, Halliday Products Inc. does not list component part pricing.
Halliday Products Inc. has a Limited Life Time Warranty on parts. See Warranty
HIR,112R/11/15/dw
5

SERIES HIR OPTIONS
OA
KEYED CYLINDER LOCK
OF
NUT RAIL
©
RECESSED LOCK BOX
©
INSULATION
©
SLAB SKIRTING
HO
SAFETY GRATING
OD
SAFETY POST & CHAIN
ID
GASKET
OE
SAFETY POST & CABLE
A O
BOLT DOWN
N/A W/ GRATING PANEL
N/A W/ GRATING PANEL
H1R,H2R/11/15/dw
6

SERIES H2R
p
01
FRAME EXTRUSION
O6
14 O6
0 p
0
DIAMOND PLATE COVER
—
Q
HINGES W/ HARDWARE
IIW(15
LIFTING HANDLE
SLAM LOCK
nn�I
ILL------
II
11
III
I�
HOLD—OPEN ARM
LL
_ :y
____
0
POSITIVE LOCKING LATCH
II
_
I
I
OS
SPRING ASSIST
09
COVER REINFORCEMENT
OB
08
09
10
LOWER CLEVIS ASSEMBLY
11
Z BAR
13
0
12
BEAM SADDLE
13
DOOR BEAM
14
GUIDE PLATE
OB
08
15
UPPER CLEVIS ASSEMBLY
NOTE: Component Part Pricing:
Due to component part sizes and pricing change, Halliday Products Inc. does not list component part pricing.
Halliday Products Inc. has a Limited Life Time Warranty on parts. See Warranty
H1R,H2R/11/15/dw
7

FWIDAY PRODUCT8
SERIES H2R OPTIONS
AO
KEYED CYLINDER LOCK
O
NUT RAIL
BO
RECESSED LOCK BOX
©
INSULATION
©
SLAB SKIRTING
HO
RETRO—GRATE
OD
SAFETY CHAIN
O
GASKET
OE
SAFETY CABLE
A O
BOLT DOWN
N/A W/ GRATING PANEL
N/A W/ GRATING PANEL
I� �I
If 11
I II II I
I II H
J I
HIR,H2R/11/15/dw
8

STORAGE, HANDLING, INSTALLATION and MAINTENANCE
STORAGE:
Prior to installation, access covers should be stored in a dry area on the
original shipping pallets.
HANDLING:
Standard practice precautions should be taken whenever handling or
moving palletized access covers by forklift.
INSTALLATION:
For proper installation, Halliday Products, Inc. recommends the following:
1. Formwork must be flush to the inside of frame of the support ledge.
The entire frame and ledge must be supported with Class A concrete.
2. Secure unit to formwork using standard construction practices.
3. When pouring concrete, cover should be in the closed position.
4. Concrete to finish flush with top of unit framework.
5. Unit should be left in formwork for not less than 24 hours.
6. Clean all excess concrete from frame, over seat; and in the case of a
channel frame model, the drainage coupling.
MAINTENANCE:
Because access covers manufactured by Halliday Products, Inc. are of all
aluminum and stainless steel construction, they require minimal
maintenance. For optimum product life the manufacturer recommends the
following procedures be performed annually:
1. Apply graphite to the interior of all locking devices.
2. Apply a light coating of machine oil to all hinges and hardware.
3. Remove all debris from the cover seat and around hinges.
4. Check and tighten any loose hardware.
5. In the case of a channel frame model, remove loose debris from
channel.
HIR,MR/11/15/dw
9

LIMITED WARRANTY
Halliday Products, Inc., a Florida Corporation ("Company") warrants to the
original customer the aluminum access frame and cover will be free from defective
material or faulty workmanship for the life of the unit. In the event of malfunction or other
indication of failure attributable directly to defective material or faulty
workmanship, Company will, upon receipt of a written notification from customer of such
defective material or faulty workmanship, at its option and expense, repair or replace the
defective frame and cover, or a component thereof, to whatever extent Company shall
deem necessary to restore the frame and cover, or a component thereof, to proper operating
condition. Company may replace the defective frame and cover, or a component
thereof, with either a new or remanufactured, functionally equivalent frame and cover or
component thereof at the Company's option. THIS WARRANTY IS EXCLUSIVE AND IN
LIEU OF ALL OTHER WARRANTIES, WHETHER OR NOT STATUTORY, OR EXPRESSED
OR IMPLIED, INCLUDING WITHOUT LIMITATION, THE IMPLIED WARRANTIES OF
MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. THE EXCLUSIVE
REMEDY FOR DEFECTIVE FRAME AND COVER SHALL BE ONLY IN CONTRACT,
WHETHER OR NOT CAUSED BY A DEFECTIVE FRAME AND COVER, OR
NEGLIGENCE. COMPANY' S LIABILITY FOR LOSS OR DAMAGES SHALL NOT
EXCEED THE PRICE PAID BY CUSTOMER FOR THE FRAME AND COVER,
REGARDLESS OF THE FORM OF ANY CLAIM. IN NO EVENT SHALL COMPANY BE
LIABLE FOR ANY SPECIAL, INCIDENTAL, INDIRECT, CONSEQUENTIAL, OR
PUNITIVE DAMAGES WHATSOEVER RESULTING FROM ANY DEFECTIVE FRAME
AND COVER OR COMPONENT THEREOF. IF MODIFICATION OR ALTERATION IS MADE
TO THE FRAME AND COVER OR COMPONENT THEREOF BY OTHER THAN COMPANY
AUTHORIZED PERSONS, OR IF IT IS INSTALLED IMPROPERLY, OR MISUSED,
ABUSED AND/OR NEGLECTED, THIS LIMITED WARRANTY IS NULL AND VOID AND OF
NO EFFECT. THIS LIMITED WARRANTY DOES NOT APPLY AND THE COMPANY
WILL HAVE NO RESPONSIBILITY HEREUNDER FOR NORMAL WEAR AND TEAR.
Halliday Products, Inc.
6401 Edgewater Dr
Orlando, FL 32810
Toll Free: 800-298-1027
Fax: [phone]
Email: [e-mail]
HIR,MR/11/15/dw
10

NSF
The Public Health and Safety Organization
NSF Product and Service Listings
These NSF Official Listings are current as of Wednesday, April o6, 2o16 at 12:15 a.m. Eastern Time. Please contact
NSF International to confirm the status of any Listing, report errors, or make suggestions.
Alert: NSF is concerned about fraudulent downloading and manipulation of website text. Always confirm this information
by clicking on the below link for the most accurate information: http://info.nsf.org/Certified/Wastewater/­Listings.asR?
Standard=o46&Companyyo58o&
NSF/ANSI 46
Evaluation of Components and Devices Used in
Wastewater Treatment Systems
Polylok Inc.
3 Fairfield Boulevard
Wallingford, CT o6492
United States
877-765-9565
203-265-6340
Facility: Cheshire, CT
Septic Tank Effluent Filters[i]
PL-122 PL-250
PL-525 PL-625
PL-68
[1] Performance tested using bead size 0.338 cm ± 0.005 cm (1/8" ± 0.002"). Meets the full
requirements of NSF/ANSI 46-2010.
Facility: Evansville, IN
Septic Tank Effluent Filter Components[3]
A101-12X20 Alol-12X28
Ai01-8x32 A18o1-4x18[4l
A3o1-12x36 A3o1-8xi8
A101-12x36 A101-8X18
A1801-4X22[41151 A3o1-12X20
A301-8X26 A3o1-8x32
A101-8X26
A301-12X28
[1) Septic Tank Effluent Filter Components axe exempt from bearing the NSF Component Mark
and shall bear the NSF Unit Mark.

(4] Filter cartridges Certified in ABS and PVC materials.
[5] Failure sensing and signaling equipment of this product not evaluated by NSF.
Septic Tank Effluent Filters[2] 131
A100-12x20
Aioo-12x20-VC
A1o0-12x2o/BALL
Afoo-8x18-VC
Al00-8x26-VC
A1oo-8x32-VC
Ai800-4xi8-VT-B40
A1800-4x18-VTF-B35A180o-4x18-VTF-B4o
A1800-4x22-VT-B40
A1800-4x22-VTF-B35A1800-4x22-VTF-B4o
A3o0-12x2o/BALL
A3oo-i2x28-VC
A300-12x36-VC
A300-8x32-VC
A600-12x20
A600-12x2o/BALL
A600-Bx18-VC
A600-8x26-VC
Moo-8x32-VC
Ai00-12x28-VC A1o0-12x36-VC
A1800-4x18-30142-68Ai800-4xl8-VT-B35
A18OO-4x22-30142-68A1800-4x22-VT-B35
A300-12x20 A300-12x20-VC
A3oo-8xi8-VC A3oo-8x26-VC
Moo-12x28-VC A600-12x36-VC
[2] Suffix VC denotes a filter cartridge with Versa -Case assembly.
(3] Performance tested using bead size 0.338 cm ± 0.005 cm (1/8" ± 0.002"). Meets the full
requirements of NSF/ANSI 46-2010.
NOTE: All filters come Smartfilter ready.
Number of matching Manufacturers is 1
Number of matching Products is 52
Processing time was o seconds

PAL �.OX1nc.
Innovations in Precast, Drainage Zabel'
& Wastewater Products A Division of Polylok Inc
PL-525 Effluent Filter
PL-525 Filter
The PL-525 Filter is rated for 10,000 GPD (gallons per day) making it one of the largest filters in its class. It has
525 linear feet of 1/16" filtration slots. Like the Polylok PL-122, the Polylok PL-525 has an automatic shut-off ball
installed with every filter. When the filter is removed for cleaning, the ball will float up and temporarily shut off
the system so the effluent won't leave the tank. I It
Features:
• Rated for 10,000 GPD (gallons per day).
• 525 linear feet of 1/16" filtration.
• Accepts 4" and 6" SCHD 40 pipe.
• Built in gas deflector.
• Automatic shut-off ball when filter is removed.
• Alarm accessibility.
• Accepts PVC extension handle.
PL-525 Installation:
Ideal for residential and commercial waste flows up to
10,000 gallons per day (GPD).
1. Locate the outlet of the septic tank.
2. Remove the tank cover and pump tank if necessary.
3. Glue the filter housing to the 4" or 6" outlet pipe. If
the filter is not centered under the access opening use a
Polylok Extend & Lok or piece of pipe to center filter.
4. Insert the PL-525 filter into its housing.
5. Replace and secure the septic tank cover.
PL-525 Maintenance:
The PL-525 Effluent Filters will operate efficiently for
several years under normal conditions before requiring
cleaning. It is recommended that the filter be cleaned
every time the tank is pumped, or at least every three
years. If the installed filter contains an optional alarm,
the owner will be notified by an alarm when the filter
needs servicing. Servicing should be done by a certified
septic tank pumper or installer.
1. Locate the outlet of the septic tank.
2. Remove tank cover and pump tank if necessary.
3. Do not use plumbing when filter is removed.
4. Pull PL-525 cartridge out of the housing.
5. Hose off filter over the septic tank. Make sure all
solids fall back into septic tank.
6. Insert the filter cartridge back into the housing making
sure the filter is properly aligned and completely inserted.
7. Replace and secure septic tank cover.
1/16"' Filtration Slots
Alarm Switch
10,000 GPD (Optional)
Accepts 4" & 6"
SCHD 40 pipe
Outdoor SmartFilter® Alarm
Polylok, Zabel & Best filters accept
the SmartFilter® switch and alarm.
Accepts 1" PVC
Extension Handle
Rated for
10,000 GPD
525 Linear Ft.
of 1/16"
Filtration Slots
Certified to
NSF/ANSI Standard 46
Gas Deflector
,matic
-Off Ball
Extend & LokTM
Easily installs
into existing tanks.
Polylok, Inc. 3 Fairfield Blvd. Wallingford, CT 06492 Toll Free: 877.765.9565 Fax: [phone] www.polylok.com

LSO
�IFTING ANCHORS
0"
(TYP. 4)
4
a
24ED
a
13
8"
San^
SHOAF - 16,000 GAL. PUMP TANK
HS/20 TRAFFIC RATED
NC APPROVAL # PT-2095
SHOAF PRECAST INC.
4130 W US HWY 64
LEXINGTON, NC 27295
PHONE [phone]
FAX [phone]
info@shoaf precast. com
www.shoafprecast.com
NOTES:
- FULL CAPACITY - 16,411 GAL
- GAL. PER INCH - 121.56
2:1 LENGTH TO WIDTH RATIO
- PIPE PENETRATION SEALS MEET ASTM C-923
1 4" BUTYL RUBBER SEALANT CONTINUOUS IN JOINTS
- REINFORCED PER ENGINEER SPECS
- CONCRETE - 5,000 PSI MIN.
- TANK WEIGHT - 131,850 #
-TOP - 42,150 #
-BOTTOM - 40,100 #
-34 2" RISER - 20,000 #
-51" RISER - 29,600 #
RISERS AND RING & COVER AS
NEEDED FOR GRADE ADJUSTMENT
.•
f '. '
30"
0
VENT (TYP. 2)
341"'
2
y
i3"
13
51"
FLOW THROUG
s
371"
2
(TYP. 7)
8
8" 120" 8"
12R"
-101,

Known Flow and TDH
Sewage
Sizing ID: IE9-V3J-IDJ
50
45
40
35
30
25
0 20
15
10
5
0
0 35 70 105 140 175 210 245 280 315 35
Flow (GPM)
Curve Models Eq. Flow Eq.
Head
611 87.47 16.57
621 120.89 20.36
292 95.90 17.41
Pump Specs
Electrical 230 volt, 1
phase, 60
Hertz
Physical
Discharge Size 3.00" NPT
Solids Handling (in.) 2
Static Head (ft) 12.4000
TDH (ft) 14.7
OzIgn"Aff
System Curve
GPM
TDH (ft)
0.00
12.40
37.00
13.15
74.00
15.38
111.00
19.11
148.00
24.32
185.00
31.03
222.00
39.23
Flow (GPM)*: 65.00
TDH (ft)*: 14.70
0 Per user data
Fittings
None Selected
By registering on this site, user acknowledges that Zoeller Company is not responsible for inaccurate pump sizing or misapplication due to incorrect
information entered by the user. For sizing assistance, please contact Zoeller's Product Support Department at 1-800-928-7867 (or +1-502-778-
2731), extension 6, or email zcotechnicaltcDzoeller.com
© 2024 - Zoeller Company Terms of Service Privacy Policy

Trusted. Tested. Tough.° SECTION: FM2792
ZA,ELLfA�0524
Supersedes
Supersedes
0124
PUMP COY
MAIL TO: P.O. BOX 16347 • Louisville, KY 40256-0347
SHIP TO: 3649 Cane Run Road • Louisville, KY 40211-1961 Visit our website:
Tel: [phone] • 1 (800) 928-PUMP zoellerpumps.com
Product information presented here reflects conditions at time of publication. Consult factory regarding discrepancies or inconsistencies.
TECHNICAL DATA SHEET
HIGH HEAD WASTE -MATE SERIES
Models 292/4292, 293, 294/4294, 295/4295
Submersible Sewage Pumps
PRODUCT SPECIFICATIONS
CC
0
Q
Horse Power
1/2 (292/4292), 1 (293), 1-1/2 (294/4294), 2
(295/4295)
Voltage
115 - 460
Phase
1 or 3 Ph
Hertz
60 Hz
RPM
3450
Type
Permanent split capacitor or 3 Ph
Insulation
Class B:292-293 and 4292
Class F:294-295 and 4294-4295
Amps
2.4 - 20.5
d
D
d
Operation
Automatic or nonautomatic
Auto On/Off Points
15-3/4" (400 mm) / 5-1/4" (133 mm)
Discharge Size
2" or 3" NPT female, flanged vertical
Solids Handling
2" (50 mm) spherical solids
Cord Length
20' (6 m) standard
Cord Type
1 Ph-UL listed 3-wire neoprene cord and plug
3 Ph-4-wire with no plug
Max. Head
75' (22.9 m)
Max. Flow Rate
214 GPM (810 LPM)
Max. Operating Temp.
130 °F (54 °C)
Cooling
Oil filled
Motor Protection
Auto reset thermal overload (1 Ph)
N
J
a
LJJ
CQ
G
Upper Bearing
Ball bearing
Lower Bearing
Ball bearing
Mechanical Seals
Carbon and ceramic
Impeller Type
Non -clogging vortex
Impeller
Cast iron, optional bronze
Hardware
Stainless steel
Motor Shaft
1117 carbon steel or 416 stainless steel*
Gasket
Neoprene square ring and gasket
*Single seal models are built with a carbon steel motor shaft, and double seal
SINGLE SEAL
4-1/8" 8-3/4" -
[105mm] [222 mm]
6-1/2"
[165 mm]
4118" [105 mml
611
2" NPT
OR
3" NPT
AVAILABLE IN A FLANGE
Lil
19-5/16"[491 mm]
6'[152 mml
I SK863
DOUBLE SEAL
4-1/8' 8-3/4"
(122
6-v2• —
F65 mm)
4-1/8" (105 mm)
4-1/8" (105 mm)
4 2" NPT
OR
3" NPT
AVAILABLE
models are built with a stainless steel motor shaft. INAFLANGE
NOTE: The sizing of effluent systems normally requires variable level float(s)
controls and properly sized basins to achieve required pumping cycles or
dosing timers with nonautomatic pumps. 21-3/16"
(538 mm)
I
A CAUTION Model 293 should not be subjected to less than 15' (5 m) TDH.
0@1DEq
6" (152 mm)
© Copyright 2024 Zoeller° Co. All rights reserved.
502-778-2731 1 800-928-7867 1 3649 Cane Run Road I Louisville, KY 40211-1961 zoellerpumps.com
SK1415

TOTAL DYNAMIC HEAD FLOW PER MINUTE
mmmmmmmmmm
©®®®ssmmmm
mmmmmsmmm®
mmmm®mmmm0
mmmm®mmm®m
mmmmm®m®mm
mm®mm®mmmm
®mmmmm®m®m
m®00®mm®mm
m®mmo®mmm®
®mmmmsmmmm
mmo®0smmmm
m®000ss0®m
009919
A CAUTION Model 293 should not be subjected to less than 15' (5 m) TDH.
Model
MODEL COMPARISON
CERTIFICATIONS
Seal
Mode
Volts
Ph
Amps
HP
Hz
Lbs
Kg
Simplex
Duplex
M292
Single
Auto
115
1
15.0
1/2
60
86
39
1
---
cCSAus M
N292/N4292
Single/Double
Non
115
1
15.0
1/2
60
85/93
38/42
2 or 3
2 or 3
CSA (21
BN292
Single
Auto
115
1
15.0
1/2
60
87
39
---
---
CSA (2)
D292
Single
Auto
230
1 1
7.5
1/2
60
88
39
I 1
---
cCSAus
E292
Single
Non
230
1
7.5
1/2
60
88
39
2 or 3
3
cCSAus
* H292
Single
Auto
200
1
8.8
1/2
60
88
39
1
---
cCSAus
* 1292
Single
Non
200
1
8.8
1/2
60
88
39
2 or 3
3
cCSAus
* F292/1`4292
Single/Double
Non
230
3
5.2
1/2
60
88
39
3
3
cCSAus
*J292/J4292
Single/Double
Non
200
3
6.4
1/2
60
88/95
39/43
3
I 3
cCSAus
* G292/G4292
Single/Double
Non
460
3
2.9
1/2
60
88/95
39/43
3
I 3
cCSAus
D293
Single
Auto
230
1
10.2
1
60
86
39
1
---
cCSAus
E293
Single
Non
230
1
10.2
1
60
86/94
39/42
2 or 3
3
cCSAus
* F293
Single
Non
230
3
7.6
1
60
89/96
40/43
3
3
cCSAus
* G293
Single
Non
460
3
4.0
1
60
89/96
40/43
3
3
cCSAus
BE293
Single
Auto
230
1
10.2
1
60
88
1 40
---
---
cCSAus
D294
Single
Auto
230
1
13.7
1-1/2
60
87
39
1
---
cCSAus
E294/E4294
Single/Double
Non
230
1
13.7
1-1/2
60
86/94
39/42
2 or 3
3
CSA (2)
* H294
Single
Auto
200
1
17.8
1-1/2
60
90
40
1
---
cCSAus
* 1294/14294
Single/Double
Non
200
1
17.8
1-1/2
60
89/96
40/43
2 or 3
3
cCSAus
* F294/F4294
Single/Double
Non
230
3
9.5
1-1/2
60
89/96
40/43
3
3
cCSAus
* J294/J4294
Single/Double
Non
200
3
I 10.8
1-1/2
60
89/96
40/43
3
3
cCSAus
* G294/G4294
Single/Double
Non
460
3
4.8
1-1/2
60
89/96
40/43
3
3
cCSAus
BE294
Single
Auto
230
1
13.7
1-1/2
60
88
40
---
---
cCSAus
D295
Single
Auto
230
1
17.1
2
60
89
40
1
---
CSA (2)
E295/E4295
Single/Double
Non
230
1
17.1
2
60
88/97
39/43
2 or 3
3
CSA (2)
WD295
Single
Auto
230
1
17.1
2
1 60
88
1 39
2 or 3
3
cCSAus
* H295
Single
Auto
200
1
1 20.5
2
60
92
41
1
---
cCSAus
* 1295/14295
Single/Double
Non
200
1
1 20.5
2
60
91/99
41/44
2 or 3
3
cCSAus
* F295/F4295
Single/Double
Non
230
3
12.2
2
60
91/99
41/44
3
3
cCSAus
* J295/J4295
Single/Double
Non
200
3
14.3
2
60
91/99
41/44
3
3
cCSAus
* G295/G4295
Single/Double
Non
460
3
6.1
1 2
I 60
91/99
41/44
3
1 3
IcCSAus
Additional cord lengths are available in 25' (8 m), 35' (11 m) and 50' (15 m). *no molded plug. (1) cCSAus approval unit available with 20 Amp plug. (2) CSA Approval with 15 Amp plug.
SELECTION GUIDE
1. Integral float operated mechanical switch, no external control required.
2. For automatic use single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477.
3. See FM3459 for correct model of simplex or duplex control panel.
© Copyright 2024 Zoeller® Co. All rights reserved.
502-778-2731 1 800-928-7867 1 3649 Cane Run Road I Louisville, KY 40211-1961 1 zoellerpumps.com

It
V
C &us
LISTED
Panel layout may vary with options.
Reg. Cdn Pat. & TM Off
C-Level" Sensor US Patent No. 8,336,385; 8,567,242; 8,650,949
The Next Generation IFS duplex control panel utilizes an innovative circuit board
design enclosed in a touch -safe housing to control two 120/208/240V single
phase pumps in water and sewage applications. These newly redesigned IFS
panels feature an easy -to use color LCD interface located on the inner door for
programming and system monitoring. The panel configuration can be easily
converted in the field to either a timed dose or demand dose through the LCD
interface. Available with the EZconnex® float system.
The panel can easily be changed in the field to utilize either floats or the
patented C-Level" sensor for continuous level monitoring. The C-Level' sensor
senses the level in the tank and sends a signal to the panel. Pump activation
levels can be adjusted by using the LCD interface. C-Level" CL40 sensor
operating range is 3-39.9 inches (7.6-101.3 cm). C-Lever" CL100 operating
range is 3-99.5 inches (7.6-252.7 cm).
• Five-year limited warranty on panel
• Two-year limited warranty on C-Lever" Sensor
• Full color graphics and menu navigation encoder for easy setup
Touch safe housing
• Pump Hand/Off/Auto Control selectable via menu navigation
• C-Level'' Sensor or Float operation selectable via menu navigation
• Demand or Timed Dose operation selectable via menu navigation
• Tank Level Indication and setpoint monitoring at -a -glance
Lead pump is easily identified by a graphic ring around the current lead
pump regardless of control mode (timed dose or demand)
Displays remaining time in each active ON or OFF Timed Dose mode, as
well as at -a -glance ON or OFF time elapsed graphic around lead pump
• RJ45 communication connector
Flashing function for alarm beacon and horn (configurable)
• Manual alarm reset (configurable)
f SJE RHOMBUS,,
A
44
1. Enclosure measures 12 x 10 x 6 inches (30.48 x 24.4 x 15.24)
NEMA 4X (ultraviolet stabilized thermoplastic, padlockable with
integral mounting flanges, drip shield, heavy duty cover latches,
and stainless steel 1/4 turn set screw; for outdoor or indoor use)
2. Red Alarm Beacon provides 360• visual check of alarm
condition
3. Circuit breakers provides pump power disconnect and branch
circuit protection included as standard on all panels
4. C-Level" Sensor and float connection terminal blocks
5. Controller Features:
a. Incoming Control/Alarm Power terminal blocks
b. Control/Alarm Power/System Status green LED
indicators illuminate if control/alarm power is present
and controller is operating*
C. Controller status green LED indicators for: Power/Active,
Float Input Status, Pump Run, C-Level Active*
d. Normally open auxiliary alarm contacts included as
standard
e. Control Power On/Off switch
f. Green LED Pump Run indicators illuminate when pump is
called to run*
g. Control panel able to operate if LCD interface fails or is
disconnected
h. Touch safe housing
6. Alarm Horn provides audible warning of alarm condition (not
shown)
7. Exterior Alarm Test/Silence push button allows horn and light
to be tested and horn to be silenced in an alarm condition;
alarm automatically resets once alarm condition is cleared (not
shown)
8. Modbus Port (RJ45) for future expansion - eg. seal fail
modules, remote monitoring, valve control, In -Site®, logging,
etc. (not shown)
*In fault condition, LED indicators will be red.
Note: Added options, voltage, and amp range selected may change
enclosure size and enclosure features, and component layout.
Note: Schematic/Wiring Diagram and Pump Specification Label are
located inside the panel.

INSTALLER FRIENDLY SERIES® SINGLE PHASE DUPLEX - Demand or timed dose float controlled system for pump control and system
monitoring.
CONTROL MODEL ALARM ENCLOSURE STARTING PUMP FULL PUMP LEVEL CONTROL OPTIONS (LISTED BELOW)
PANEL I TYPE 9 PACKAGE RATING DEVICE LOAD AMPS DISCONNECTS APPLICATION I JE
/
IFN
4
Single Phase Duplex (includes Options 6A, 8AC and 10E as standard)
✓
1
Alarm Package (includes test/normal/silence switch, fuse, red light, & horn)
✓
W
Weatherproof, NEMA 4X (engineered thermoplastic)
r ✓
1
120/208/240V
0
0-7FLA
�r
1
7-15FLA
2
15 - 20 FLA
• r �/
4
Circuit Breaker 120/208/240V
Floats - Pump Down (select Option 17 below)
H
Timed dose = redundant off, timer enable, alarm / Demand dose = stop, start, alarm
(all systems will ship with 3 floats by default)
E
EZconnex® Float Switch System
(select Option 33 or 35 below)
X
No Floats
C
C-Level' Sensor (select Option 24 or 29)*
Select Option 3E and/or 4D for high water alarm and/or redundant off floats
NOTE: Pump down applications only. Industry practices suggest that a secondary device, such as a float switch,
be used for redundant activation of the high level alarm and pump shut off when using the C-Level'" sensor.
IFS Duplex Base Price
Alarm Package
Enclosure Rating
Starting Device
Pump Full Load Amps
Pump Disconnects
Level Control Application
Total Options
TOTAL LIST PRICE
OPTIONS
DESCRIPTION
OPTIONS
DESCRIPTION
AN-
1 J
Duo Alarm Inputs
17C
Sensor Float® / Internally Weighted (per Float) - Mercury
3E
High Water Alarm Float (must also select Option 17)
Only Available with Level Control Application = C
17D
Sensor Float® / Externally Weighted (per Float) - Mercury
17G
SJE MilliAmpMaster" / Pipe Clamp (per Float) - Mechanical
4D
Redundant Off Float (must also select Option 17)
Only Available with Level Control Application = C
17H
SJE MilliAmpMaster" / Externally Weighted (per Float) - Mechanical
17J
Sensor Float® / Pipe Clamp (per Float) - Mercury
✓
6A
Auxiliary Alarm Contact, Form A (included as standard)
19F
Additional 4th Float (Timer Override or Lag)
Only Available with Level Control Application = H
✓
8AC
Display Board - Includes: ETM Counter, Events (Cycles) Counter, Alarm
Counter, and Override Counter (Timed Dose Only) (included as standard)
24E
C-Level'" CL40 Sensor with 25' Vented Cable
24F
C-Level'" CL40 Sensor with 50' Vented Cable
10E
Lockable Latch -NEMA 4X (included as standard)
24P
C-Level" CL40 Sensor with 1 00'Vented Cable
10F
Lightning Arrestor (must also select Option 15A)
224X 4X
No C-Le vel"' CL40 Sensor
C-Le No
10K
Anti -condensation Heater (must also select Option 15A)
CL100 Sensor with 25' Vented Cable
10P
Panel Mounting Post Factory Installed (max. enclosure size 14" x 12" x 6")
P9B
C-Level" CL100 Sensor with 50' Vented Cable
11 C
Additional NEMA 1 Remote Alarm Panel
29C
C-Level" CL100 Sensor with 1 00'Vented Cable
11 D
Additional NEMA 4X Remote Alarm Panel
29X
No C-Level' CL100 Sensor
15A
Control/Alarm Circuit Breaker
33D ■
EZconnex® 3-Port, 25', with 10' Floats (3) / Pipe Clamp
16A
1 O' Cord in Lieu of 20' Cord (per Float)
33EN
EZconnex® 3-Port, 50', with 10' Floats (3) / Pipe Clamp
16B
15' Cord in Lieu of 20' Cord (per Float)
33G N
EZconnex® 3-Port, 25', with 20' Floats (3) / Pipe Clamp
16C
30' Cord in Lieu of 20' Cord (per Float)
33H ■
EZconnex® 3-Port, 50', with 20' Floats (3) / Pipe Clamp
16D
40' Cord in Lieu of 20' Cord (per Float)
35D ■
EZconnex® 4-Port, 25', with 10' Floats (4) / Pipe Clamp
*C-Level'"
■
Sensor
EZconnex®
lengths up to 300 ft. available. Call for details.
mechanically -activated, narrow angle float switches with quick
35E ■
EZconnex® 4-Port, 50', with 10' Floats (4) / Pipe Clamp
35G ■
EZconnex® 4-Port, 25', with 20' Floats (4) / Pipe Clamp
35H ■
EZconnex® 4-Port, 50', with 20' Floats (4) / Pipe Clamp
ons
California Prop 65 requires the following: ZtWARNING Cancer and Reproductive Harm - www.P65Warnings.ca.gov
B.14 www.sjerhombus.com • email: [e-mail] SEE PRICE BOOK FOR PRICING.
,C>
SJE RHOMBUS

STA-RITEO ST.E.P Plus Series
4" high -head multi -stage submersible effluent pumps
The STEP Plus 4" submersible filtered
effluent pumps in 10, 20, 30 and 50 GPM
models offer dependable performance
and value for high pressure filtered
effluent applications.
These STEP Plus pumps will handle
"dry run" conditions.
The 10, 20, 30 and 50 GPM are industry
standard 3-3/4" in diameter.
Filtered Effluent... for residential,
commercial, and agricultural use.
Shell — Stainless steel
Discharge —
10, 20 and 30 GPM models:
fiberglass -reinforced thermoplastic;
50 GPM models: stainless steel
Discharge Bearing — Nylatron®
Impellers — Engineered composite
Diffusers — Engineered composite
Suction Caps — Engineered composite
with stainless steel
wear ring
Thrust Pads — Proprietary spec.
Shaft and coupling — Stainless steel
300 grade
Intake— Engineered composite
Intake Screen — Polypropylene
Jacketed Cord — 600 Volt "SOOW"
or 300 Volt "SJOW" jacketed 10' leads
(2-wire with ground); optional 20', 30', 50'
and 100' lengths available
In order to provide the best products possible, specifications are subject to change.
Proven "Floating Impeller" Staging
System —Incorporates 1 st-in-class
performance, sand handling and thrust
management staging system with the
industry exclusive "dry -run" design
element. Reinforced engineered composites
and stainless steel, offering high resistance
to corrosion and abrasion.
Discharge — Tested -tough, fiberglass -
reinforced thermoplastic, with proven
internal check valve. Large wrench flats and
rope hole.
Shell — Stainless steel pump shell offers
high corrosion resistance.
Shaft — Hexagonal3/8", 300-grade stainless
steel pump shaft; offers generous impeller
drive surfaces.
Shaft Bearing — Exclusive self-
lubricating Nylatron bearing resists wear
surface from sand.
Motor Bracket — Tested -tough, fiberglass -
reinforced thermoplastic; incorporates an
integral suction screen.
►;� PENTAIR
S11411WS

STA-RITEO ST.E.P Plus Series
4" high -head multi -stage submersible effluent pumps
ORDERING INFORMATION
CATALOG
NUMBER
HP
STAGES
MAX. LOAD
AMPS
VOLTS
PHASE/
CYCLES
CORD
LENGTH
PUMP END
LENGTH
PUMP +
MOTOR
LENGTH
STEP10
1/2
7
12.0
115
1/60
10'
13"
21-1/2"
STEP10X100FT-05121
1/2
7
12.0
115
1/60
100'
13"
21-1/2"
STEP10X30FT
1/2
7
12.0
115
1/60
30'
13"
21-1/2"
STEP10X50FT
1/2
7
12.0
115
1/60
50'
13"
21-1/2"
STEP20
1/2
5
12.0
115
1/60
10'
13-1/4"
22-1/4"
STEP20X30FT
1/2
5
12.0
115
1/60
30'
13-1/4"
22-1/4"
STEP20X50FT
1/2
5
12.0
115
1/60
50'
13-1/4"
22-1/4"
STEP30-05121
1/2
3
9.5
115
1/60
10'
11-1/2"
22-1/2"
STEP30X30-05121
1/2
3
12.0
115
1/60
30'
11-1/2"
22-1/2"
STEP30X50-05121
1/2
3
12.0
115
1/60
50'
11-1/2"
22-1/2"
STEP30-05221
1/2
3
4.7
230
1/60
10'
11-1/2"
22-1/2"
STEP30X100-05221
1/2
3
4.7
230
1/60
100'
11-1/2"
22-1/2"
STEP30X30-05221
1/2
3
4.7
230
1/60
30'
11-1/2"
22-1/2"
STEP30X50-05221
1/2
3
4.7
230
1/60
50'
11-1/2"
22-1/2"
STEP30-10221
1
5
9.1
230
1/60
10'
14"
27-1/2"
STEP30X100-10221
1
5
9.1
230
1/60
100'
14"
27-1/2"
STEP30X30-10221
1
5
9.1
230
1/60
30'
14"
27-1/2"
STEP30X50-10221
1
5
9.1
230
1/60
50'
14"
27-1/2"
STEP30-15221
1-1/2
6
11.0
230
1/60
10'
15-1/4"
30-1/4"
STEP30X100-15221
1-1/2
6
11.0
230
1/60
100'
15-1/4"
30-1/4"
STEP30X30-15221
1-1/2
6
11.0
230
1/60
30'
15-1/4"
30-1/4"
STEP30X50-15221
1-1/2
6
11.0
230
1/60
50'
15-1/4"
30-1/4"
STEP50-05121
1/2
2
9.1
115
1/60
10'
11-1/4"
21-1/2"
STEP50-05221
1/2
2
9.1
230
1/60
10'
11-1/4"
21-1/2"
STEP50-10221
1
3
9.1
230
1/60
10'
13-1/4"
26-3/4"
STEP50X100FT-10221
1
3
9.1
230
1/60
100'
13-1/4"
26-3/4"
STEP50X30FT-10221
1
3
9.1
230
1/60
30'
13-1/4"
26-3/4"
STEP50X50FT-10221
1
3
9.1
230
1/60
50'
13-1/4"
26-3/4"
STEP50-15221
1-1/2
4
11.0
230
1/60
10'
15-1/4"
30-1/4"
STEP50X100FT-15221
1-1/2
4
11.0
230
1/60
100'
15-1/4"
30-1/4"
STEP50X30FT-15221
1-1/2
4
11.0
230
1/60
30'
15-1/4"
30-1/4"
STEP50X50FT-15221
1-1/2
4
11.0
230
1/60
50'
15-1/4"
30-1/4"
S11411WS

STA-RITE8 ST.E.P Plus Series
4" high -head multi -stage submersible effluent pumps
Assei
Pu
3-7/8"
Jacketed Cord
10,
(Standard)
30', 50', 100'
(Optional)
Dimensions (in inches) are for estimating purposes only.
511411WS

STA-RITEO ST.E.P Plus Series
4" high -head multi -stage submersible effluent pumps
CAPACITY LITERS PER MINUTE
25 50 75 1
300
250
W 200
W
LL
Z
Q 150
W
2
Q
O
F 100
50
0 10 20 30
CAPACITY GALLONS PER MINUTE
CAPACITY
LITERS
PER MINUTE
0
I_4
25
50
75
100
300
80
80
250
N
60 W W 200
F-
W LL
2 Z
Z a
Q W 150
40 = =
J
to
60 W
W
2
Z
Q
40 W
=
7Yp
Q H
O 100
Q
O
20
20
50
0
0
0
10
20
30
CAPACITY
GALLONS
PER
MINUTE
CAPACITY LITERS PER MINUTE CAPACITY LITERS PER MINUTE
0 25 50 75 100 125 150 175 0 50 100 150 200 250 300
LCD
200
175
H 150
W
W
LL
? 125
C
W
= 100
J
F
75
50
25
35
30
10
5
0 — 0
0 10 20 30 40 50 0 10 20 30 40 50 60 70 80
CAPACITY GALLONS PER MINUTE CAPACITY GALLONS PER MINUTE
PE NTAI R Because we are 293 WRIGHT STREET, DELAVAN, WI 53115 WWW.STA-RITE.COM PH: 888-782-7483 ORDERS FAX: [phone]
continuously improving our products and services, Pentair reserves the right to change specifications without prior notice.
511411WS (11/17/17)
_�MMOMMMMMEMM
teMWMMMM�
..
ids=,
.,-�MM
I'MMME
60
100
50
W
1—
80
40
W
LL
Z
Z
0
p
W
60
W
30
2
J
J
�
~O
FO
40
20
~
20
10

Sim/Tech Filter - �.� i! Email: le ggag simtech.com
1455 Lexamar Drive � � � Email: sales a-simtech.com
Boyne City, MI 49712 Fax: [phone]
Office: 231-582-1020Toll Free: 888-999-3290
Sim/Tech Filter Adds to it's Pump Protector Line
15 x 48 Pump Screen
Main Features
1/8" perforated polypropylene
Built in Float Tree Bracket
• "J" Hook Wire Organizer
High Strength construction
• Unit weighs less than 16 pounds
Float Tree Bracket
accepts 1-1/4" or 1-1/211 _
PVC pipe "J" Hook wire
-organizer
;t r�
Part# STF-1548P125
Also, available +,
in other sizes
Base excepts concrete for extra weight
2" raised bottom
13-1/2" Inside Diameter
15-1/2" Outside Diameter
48" overall height
• Over 850 square inches of open area
• Over 69,000 1/8" round holes
1/8" Perforations
4
Fjor Clxm prxvtmcr orn and pmrFnrmarncw of wastwwarmr sUmrmn2a ny

Toll Free: 888-999-3290 FILTER
Pump Screen
Installation & Maintenance Instructions
Installation
Lower the pump screen into place on the bottom of the tank.
To use the float tree,:
1. Cut either 1-1/4" or 1-1/2" pipe to a length that will put the float tree within easy reach
of the tank access when it is installed in the pump screen.
2. Attach floats to the above pipe at the desired heights.
3. Lower the pipe into the pump screen until it touches the bottom.
4. Snap the pipe into the Float Tree Bracket that is mounted in the pump screen
5. The "J" Hook that is installed in the pump screen can be used to organize excess wires
from the pump and/or floats
Float Tree Bracket iib
'Hook
Optional Float Holders are also available to attach the floats to the tree, the Sim/Tech part
number is STF-FHPB-1.25-1.50.
Additional Float Tree Brackets, STF-106FTB-1.25-1.50 and "J" Hooks, STF-JHOOK can
also be ordered separately. Float Holders and Float Tree Brackets to fit other sizes of pipes
are also available.
Maintenance
1. Disconnect power to the pump.
2. If a ball valve is installed on the discharge pipe, it should be closed.
3. Disconnect the pump from the discharge pipe.
4. Unsnap the float tree from the pump screen.
5. Lift the pump and the float tree out of the tank.
6. Service the pump and floats as necessary.
7. Lift the pump screen out of the tank.
8. While holding the pump screen over the tank access, spray any debris on the pump screen into the tank.
Important Notes: • For deep installations, it may be beneficial to attach a rope to the pump screen for
easier installation and removal. This rope should be attached just below the top
section of the pump screen's support rings.
Toll Free: 888-999-3290 • Fax: [phone] • E-mail: [e-mail] 9 www.simtechfilter.com

West Lincoln High School WWTP
Minor Modification
Operation & Maintence Procedures
c. .�v` Z�
'-.9,p'• FNGINE�-�•'��, .� �7
jMA�cCC��\\\\\
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

System Maintenance
To ensure a smooth operating system, regular maintenance shall be performed on each treatment
unit. The maintenance for each unit is detailed on the plans and is displayed in the following table.
Further system maintenance information shall refer to the manufacturer's literatures.
Operation and Maintenance Tasks
Unit
Frequency
Task
3 — 6 months
Check for solids accumulation, blockages, or baffle
Septic Tank: damage
damages, in/exfiltration, pump septage.
Septic Tank: solids and
12 months
Pump out accumulated solids if necessary, remove scum
scum
layer.
Effluent Filter: Testing
3 — 6 months
Check and clean as needed.
Effluent Filter:
12 months
Replace each time septic tank is pumped.
Replacement
Pump Tanks:
weekly
Check pumps, controls, alarms, elapsed time meters.
Pumps and Controls
Pump Tanks:
3 — 6 months
Check for solids accumulation, or infiltration and
Solids and Potential
exfiltration.
Leaks
Pump Tanks:
12 months
Remove scum layer when septic tank is pumped.
Scum Accumulation
Pumps, Distribution
monthly
Check flow meter readout and compare to recorded flows,
Piping, and Alarm
check pumps for leaks.
System
Pumps, Distribution
quarterly
Remove filter covers and inspect for accumulation of debris.
Piping, and Alarm
System
Pumps, Distribution
semiannually
Remove and lubricate O-Rings on filter canister, replace if
Piping, and Alarm
damaged. Clean filter discs at hydraulic tubing feed.
System
Control Panel and
6-12
Check amp readout and compare to manufacturers
Pump Efficiency
months
instructions.
West Lincoln High School WWTP
Minor Modification
MacConnell & Associates, P.C. Project No.: C21402.00

West Lincoln High School WWTP
Minor Modification
Construction Drawings
SEAT.
17069 i =
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MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

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WEST LINCOLN
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MINOR MODIFICATION
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Veterinary
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COPYRIGHT 0 2024
VICINITY MAP
PROJECT No. C21402.00
172 SHOAL ROAD
LINCOLNTON, NC 28092
SCHEDULE OF DRAWINGS:
C-100
COVER SHEET
C-101
GENERAL NOTES
C-102
EXISTING CONDITIONS
C-103
PROPOSED SITE PLANS
D-101
DETAILS 1 OF 4
D-102
DETAILS 2 OF 4
D-103
DETAILS 3 OF 4
D-104
DETAILS 4 OF 4
E-101
ELECTRICAL DETAILS 1 OF 1
West Lincoln %
IHight School
West Linn:
----_-- - - 9Mlddle S.
SITE
LOCATION MAP
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MAINTENANCE SCHEDULE
FREQUENCY
TASK
WATER CONSUMPTION
MONTHLY
RECORD TOTAL GALLONS USED FROM METER AT POTABLE WATER SUPPLY SOURCE.
PUMP OUT ACCUMULATED GREASE AND DISPOSE OF IN A STATE -PERMITTED
MANNER/FACILITY.
SEPTIC TANK
WEEKLY
CHECK EFFLUENT FILTERS AND CLEAN AS REQ'D.
COMPARTMENT
MONTHLY
CHECK FOR SOLIDS ACCUMULATION, BLOCKAGES, AND BAFFLE AND/OR EFFLUENT FILTER
DAMAGE. CHECK FOR IN/EXFILTRATION OF LIQUID.
12 MONTHS
PUMP OUT ACCUMULATED SOLIDS AND DISPOSE OF IN A STATE -PERMITTED
OR AS REQ'D
MANNER/FACILITY.
STEP & DOSING
WEEKLY
CHECK PUMPS FOR FUNCTIONALITY AND ABNORMAL VIBRATIONS. TEST CONTROL AND
TANKS
ALARM FUNCTIONS. RECORD PUMP ELAPSED TIME AND CYCLE COUNTER READINGS.
MONTHLY
CHECK FOR SOLIDS ACCUMULATION, BLOCKAGES, AND BAFFLE DAMAGE. CHECK FOR
IN/EXFILTRATION OF LIQUID.
12 MONTHS
PUMP OUT ACCUMULATED SOLIDS AND DISPOSE OF IN A STATE -PERMITTED
OR AS REQ'D
MANNER/FACILITY.
SANITARY
6 MONTHS
USE MANHOLES TO CHECK VISUALLY FOR BLOCKAGES. REMOVE AND DISPOSE OF
SEWER
OR AS REQ'D
BLOCKED SOLIDS IN A STATE -PERMITTED MANNER/FACILITY.
NOTES
1. THE CONTRACTOR IS REQUIRED TO VERIFY ALL DIMENSIONS,
ELEVATIONS, AND UTILITIES BEFORE BEGINNING ANY
CONSTRUCTION.
2. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SOIL
EROSION AND SEDIMENTATION CONTROL REQUIREMENTS OF
THE COUNTY AND STATE.
3. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OSHA,
NCDOT, AND SAFETY REQUIREMENTS OF THE COUNTY AND
STATE.
4. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL
CONSTRUCTION DAMAGE EXPEDITIOUSLY AND AT NO
ADDITIONAL COST TO THE OWNER.
5. SURFACE WATER RUNOFF AND PONDING SHALL BE
PROHIBITED AT ALL TIME.
6. ALL SERVICE ACCESS OPENINGS WILL BE A MINIMUM OF 24
INCHES UNLESS OTHERWISE SHOWN.
7. ALL JOINTS (MID -SEAM, TOP -SEAM) SHALL BE SEALED
USING CONCRETE SEALANTS BUTYL SEALANT # CS-102
MEETING ASTM C-990.
8. TANKS SHALL BE LEAK -TESTED PRIOR TO SYSTEM START
UP BY APPLYING A VACUUM OF 5-INCHES OF MERCURY
WITH RISER ASSEMBLIES IN PLACE OR A 24-HOUR STATIC
WATER TEST, IN ACCORDANCE WITH ASTM STANDARDS.
9. ALL PIPE PENETRATIONS THROUGH PRECAST CONCRETE
TANKS SHALL BE PRESS -SEAL CAST -A -SEAL 402 RUBBER
BOOTS OR EQUAL AND GROUTED.
10. ANY CHANGES TO TANK LAYOUT AND INVERTS MAY BE
ADJUSTED AS NECESSARY TO COMPLY WITH ACTUAL FIELD
CONDITIONS UPON APPROVAL BY THE ENGINEER.
11. CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN TANK
INSTALLATION WILL OCCUR SO FIELD INSPECTION CAN TAKE
PLACE.
12. CONTRACTOR SHALL DIVERT SURFACE WATER FROM ALL
TANK AREAS. (FLOW EQUALIZATION TANKS, ETC.)
13. VEGETATIVE COVER SHALL BE ESTABLISHED IMMEDIATELY
AFTER FIELD INSTALLATION.
14. ALL COMPONENTS TO BE ACCESSIBLE AT GRADE WITHOUT
ENTERING INTO THE RISER/TANK.
15. CONTRACTOR MAY USE LARGER TANKS WITH ENGINEER'S
APPROVAL. PT DOSE VOLUME ETC. WILL CHANGE.
16. PRE -CAST CONCRETE FLOW EQUALIZATION TANK DIMENSIONS
SHOWN ARE BASED ON SHOAF PRECAST, INC. OTHER
MANUFACTURERS ARE ACCEPTABLE, PROVIDED THEIR
PRODUCTS COMPLY WITH APPLICABLE NCDENR-DEH RULES
AND HAVE BEEN ASSIGNED A STATE APPROVAL NUMBER.
17. CONCRETE SHALL HAVE A MINIMUM 4,500 PSI AT 28 DAYS.
CONCRETE SHALL BE WATERPROOFED WITH BITUMINOUS
MASTIC OR OTHER APPROVED COATING SYSTEM.
18. EXCAVATE AREA FOR TANKS TO FIRM EARTH. LEVEL ON
STONE. TANKS SHALL BE CAREFULLY BACKFILLED TO
MAXIMUM 95% DENSITY. BACK FILL SHALL DIRECT WATER
AWAY FROM ACCESS RISERS. IF MORE THAN 5 FEET OF
COVER IS PROPOSED, CONSULT ENGINEER AND TANK
MANUFACTURER TO DEVELOP STRUCTURAL AMENDMENTS.
19. FIELD VERIFY ACCESS RISERS BEFORE ORDERING.
20. VERIFY PUMP PLACEMENT WITH PUMP MANUFACTURER
BEFORE ORDERING TANK, RISERS, AND HATCHES.
21. ALL PRESSURE PIPE AND FITTINGS IN TANKS SHALL BE
SCH. 80 PVC UNLESS OTHERWISE SHOWN.
22.BALL AND CHECK VALVES SHALL BE RATED AT A MIN. OF
235 PSI.
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EX. 14,000 GAL.
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J INSTALL POLYLOK
- --- EX. GENERATOR
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525 EFFLUENT
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D.I.P. AT 9.47% SLOPE
INSTALL
SECOND
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i 16,000-GAL.
FIRST SEPTIC
W
REPLACE WITH,,,-
FLOW EQ TANK .
--
TANK (SEE
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EX•
POWER LINE
EX. WATER
BACK FLOW 1
1. PARCELS FROM NC ONE MAP
LIKE KIND
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2. TOPOGRAPHY FROM NC FRIS.
X
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FM
FORCEMAIN
(SEE NOTE 4)
CONCRETE
• �' PAD
BOX 3
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DOSIt1. TANKS
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FINAL SPECIFICATIONS
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TO FIRST SEPTIC TANK
FLOW
3" ELBOW (NP.)
3" TRUE UNION CHECK 36"0
VALVE (TYP. OF 2)
16,000-GALLON
1 FLOW EQUALIZATION TANK ' O
BY SHOAF PRECAST INC.
NC APPROVAL # PT-2095
` 3' TRUE UNION BALL
VALVE (TYP. OF 2)
FLOW EQUALIZATION TANK
101 NTS
CONTROL PANEL
LIGHT �� i LOCATED WITHIN 10' OF
(TYP.) TANKS (TYP.) DUCT SEAL
BOTH ENDS OF
THE CONDUIT
0
FINISHED GRADE t
DIRECT BURY
CABLE TO PANEL
SEAL WATERTIGHT
WITH BUTYL
SEALANT AND
NON -SHRINK
GROUT (TYP.)
3" PVC TO \
FIRST SEPTIC
TANK°
INSTALL MINIMUM 12"
#57 WASHED STONE
BASE (TYP.)
in
256"
36" CONCRETE RISER
WITH IRON MANHOLE COVER
(TYP)
GROUND EL-t931.00' I
S.S. CABLE
OR CHAIN
1-1/2" REMOVABLE
PVC PIPE FOR
SUSPENDED FLOAT
SECONDARY T TREE (TYP.)
1
in
HIGH WATER M M
TIMER ENABLE.
PUMP OFF M
+I 8"
ao MIN.
711
12"
I I1 /3 TANK LENGTH
I
16,000-GALLON
IN.
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(2) ZOELLER HIGH HEAD
FLOW EQUALIZATION TANK
BY SHOAF PRECAST INC.
WASTE -MATE SERIES
NC APPROVAL # PT-2095
MODEL N292, SINGLE PHASE,
1/2HP, 115V
FIRST -IN -SERIES SEPTIC TANK SECTION
NTS
8" SANITARY SEWER
FROM EX. MANHOLE
WITH INVERT EL. 928.80'
MANHOLE TOP ELEVATIONS
SHALL BE A MIN. OF 1' ABOVE
100 YEAR FLOOD ELEVATION
INSTALL 8" TEE
INV. IN-
928.72
CAST -A -SEAL 402
RUBBER BOOT (TYP.)
8" SCH. 40 PVC
DROP TEE (TYP.)
3" SCH40 PVC FORCE
MAIN TRANSITION TO 6"
SCH40 PVC 10' FROM
SEPTIC TANK
EX. MANHOLES
EXISTING GRADE
INV. INV. `
928.92' 928.80'
INV. INV.
927.00' 928.77'
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HYDRAULIC PROFILE r
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FLOW EQUALIZATION PUMP
FLOAT ELEVATION CHART
DEVICE
DISTANCE FROM
BOTTOM OF TANK
SECONDARY TIMER
107"
HIGH WATER ALARM
107"
PUMP ENABLE
20"
PUMP OFF
18"
TIMER SETTINGS
TIMER ON 00:03:00
TIMER OFF 00:17:00
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17069
02

FROM NEW FLOW
DUALIZATION TANK
TRANSITION FROM
3" TO 6" SCH40 PVC
INSTALL 6" TEE
INSTALL POLYLOK
EFFLUENT FILTER PL-525
J I O
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14,000-GAL.
SEPTIC TANK
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FINAL SPECIFICATIONS
FOR REVIEW ONLY
NOT RELEASED FOR CONSTRUCTION
EXISTING
14,000-GAL.
SEPTIC TANK
(FIRST -IN -SERIES)
EXISTING FIRST -IN -SERIES SEPTIC TANK SECTION
NTS
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EXISTING
12,000—GALLON
DOSING TANK
I
7
EXISTING 12,000-GALLON DOSING TANK
NTS
TO CONTROL
BUILDING
EXISTING
ALTERNATING
DUPLEX
CONTROL PANEL
2" REMOVABLE PVC PIPE
FOR SUSPENDED FLOAT
TREE (TYP.)
(2) STA—RITE HIGH HEAD MULTI —STAGE
SUBMERSIBLE EFFLUENT PUMP CATALOG
NUMBER STEP 50, 1-1/2HP, 230V
3 PVC STAND
a EXISTING 12,000-GALLON DOSING TANK SECTION
D-103 NTS
ch
ter
B'omyn eCily aMI 49712 .jFM TCCJ �� Emaile.sal s@g�ag23im5ecL.co 4
Office: 231-582 L020 �T Toll live: 988-999-3290
Sim/Tech Filter Adds to it's Pump Protector Line
15 x 48 Pump Screen
Main Features
• lU8" perforated polypropylene
• Built in Float Tree Bracket
• "J" Hook Wire Organizer
• High Strength construction
• Unit weighs less than 16 pounds
Float Tree Bracket
accepts 1-1,4" or 1-1,2"
"J" Hoak
Pvc pipe
nine argauuei
Q
Part# STF-154SP125
Also, available --- -
4—T
in other sins
• Base excepts concrete for extra weight
• 2" raised bottom
• 13-112" Inside Diameter
• 15-112" Outside Diameter
• 48" overall height
• Over 850 square inches of t
• Over 69,000 118" round hol
1/8" Perforations
2 PUMP SCREEN
D-103 NTS
!tom
1. PUMP DOWN EXISTING DOSING TANK TO
PERMIT ACCESS FOR REPLACEMENT OF
EXISTING PUMPS.
2. REMOVE EXISTING PUMPS AND PVC
CASING PIPE.
3. INSTALL NEW STA-RITE STEP PUMPS FINAL SPECIFICATIONS
AND PIPING CONNECTIONS WITH
PUMELEP FINAL
EXISTING FOR REVIEW ONLY
4. KEEP EXISTING FLOAT LEVELS NOT RELEASED FOR CONSTRUCTION
5. PUMP SCREEN DETAIL SPECIFIES A
HEIGHT OF 48", BUT IS AVAILABLE IN
TALLER SIZES UPON REQUEST. �L+11LLil 1jt
INSTALL BOTH PUMP SCREENS WITH A a
HEIGHT ATLEAST 3" ABOVE HIGHWATER r
ALARM.
SEAL
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THICKNESS 402 RUBBER BOOT (TYP.)
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r SLIDE PIPE INSIDE OF BOOT
AND TIGHTEN STRAP
GROUT OR CAST
IN PLACE (TYP.)
PIPE SIZE
SEE PLANS
NOT: 1. uEE BOOT SEAL ON ALL INLET ,,,
AND OUTLET PIPING THROUGH A7-- STAINLESS STEEL PIPE
SEPTIC TANK AND PUMP TANK STRAP (WATERTIGHT)
WALLS.
jfj� PIPE THRU TANK PENETRATIONS
NTS
PVC OR HDPE
FORCE MAIN SIZED
PER PLANS
C.Lr FINISHED GRADE
FINAL BACK FILL F A
UNDISTURBED SOIL
I
1 2'-0"
NITIAL BACK FILL #57 STONE (SEE NOTE 5)
- PIPE GRADE
SPRING LINE
HAUNCHING f I
6" MIN. SIDE CLEARANCE O.D. OF PIPE 6" MIN. SIDE CLEARANCE
12" MAX. SIDE CLEARANCE O.D. OF PIPE 12" MAX. SIDE CLEARANCE
NOTES:
1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE
INSIDE FACE OF THE SHORING AND THE BRACING.
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
3. ALL BACK FILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACK FILL SHALL BE TAMPED IN 6" LAYERS IN TRAFFIC AREAS, 12" IN NON -TRAFFIC AREAS.
5. STONE BEDDING TO BE USED IF ROCK IS ENCOUNTERED.
RAVITY SEWER INSTALLATION DETAIL
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12" MIN. H o ♦�
OR LARGER TO BE USED IN
BACKFILL
BURY 36" MIN.
DURING EXCAVATION, USE
#57 STONE FOR 6" MIN.
CUSHIONING AROUND PIPE
FORCE MAIN PIPE LAYING TRENCH
NTS
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SPECIFICATIONS
OR REVIEW ONLY
ASED FOR CONSTRUCTION
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CONTAINS PROPRIETARY
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PRIOR WRITTEN
NOTE
1. IRING IS SHOWN
x. TfMPf MTURF RATING CC FIELD INSTALLED CONDUCTORS MUST Bf AT LEAST Lop F. (6p C.).
3. FIELD NIR[NG WILL
ACCEPT COPPER CAND,ICTARS ONLY.
4. CONNECT GROUND LUG IN E
PAu L TO A SECURE EARTH GROUND.
S. THE USE OF SEPARATE POWER SOURCES FOR PUMP AND ALARN ARE RECOMMENDED.
6. INSTALL IN ACCORDANCE WITH ARTICLE 40 OF THE NATIONAL ELECTRIC COOE.
7. PWERLOAD PROTECTION, MAIN DISCONNECT AND OVER CURRENT PROTECTION OF INCOMING FEEDER CIRCUIT
PROJIDED SY OTHERS AND MUST BE SIZED ACCORDING TO THE PWAP/MOTOR MAN61FACTURER SPECIFICATIONS.
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A1.1 1 1 OF 1
TIMED -DOSED ALTERNATING DUPLEX CONTROL PANEL FOR FLOW EQUALIZATION PUMPS
NTS
ELECTRICAL SPECIFICATIONS
1. CONTROL PANEL(S) WILL BE APPROXIMATELY 12"X10"X6" AND A NEMA 4X, UL RATED
ENCLOSURE. PANEL(S) WILL BE SUPPLIED BY SJE RHOMBUS MODEL
IFN41W124H6A8AC1OE10F15A17J19F.
2. PANEL(S) SHALL BE MOUNTED, BY THE ELECTRICIAN WITHIN 10' OF THE TANK UNITS
AND 48" - 60" OFF THE FINISHED GRADE TO THE BOTTOM OF THE ENCLOSURE.
3. THE ELECTRICIAN SHALL MAKE THE INTERNAL PANEL CONNECTIONS OF THE PUMP
AND CONTROL CORDS. CONTROL PANELS WILL CONTAIN A WIRING SCHEMATIC
IDENTIFYING ALL TERMINAL CONNECTIONS. THE SYSTEM INSTALLER WILL BUNDLE AND
MARK EACH CORD WITH THE APPROPRIATE IDENTIFICATION AND SECURE IN THE
ACCESS RISER AT THE PUMP POINT.
4. THE SIMPLEX DEMAND DOSE CONTROL PANEL REQUIRES DEDICATED CIRCUITS OF 20
AMPS, 115 VOLTS, SINGLE PHASE SUPPLIED FOR THE PUMP.
5. THE CONTROL PANEL REQUIRES A DEDICATED CIRCUIT OF 15 AMPS, 115 VOLTS
SUPPLIED FOR THE ALARM/CONTROL SIDE OF THE PANEL.
6. A MINIMUM CONDUIT SIZE OF 11h" SHALL BE FURNISHED AND INSTALLED BY THE
ELECTRICIAN AS A CONNECTION BETWEEN THE CONTROL PANEL AND THEIR
RESPECTIVE TERMINATION POINTS OUT IN THE TREATMENT AREA.
7. ALL OPEN CONDUIT ENDS SHALL HAVE REMOVABLE CLAY TYPE DUCT SEAL EMBEDDED
TO PREVENT GASES AND MOISTURE FROM ENTERING THE CONTROL PANEL. DO NOT
USE PERMANENT SILICONE OR EXPANDABLE FOAM PRODUCTS.
8. ALL PUMP AND FLOAT CONTROL CORDS WILL BE SUPPLIED WITH EITHER 30, OR 50'
LEADS. THIS WILL HELP KEEP SPLICES TO A MINIMUM AND SHOULD BE AVOIDED IF
AT ALL POSSIBLE. IF A SPLICE MUST BE USED, IT MUST BE MADE ABOVE GRADE IN
A PLASTIC NEMA 4X JUNCTION BOX.
9. ALARMS SHALL BE AUDIBLE AND VISUAL.
10. AUDIBLE/VISIBLE ALARMS SHALL BE EXTERNAL TO ANY STRUCTURE.
11. PROVIDE DISCONNECT PER N.E.C.
12. ALL ELECTRICAL INSTALLATION SHALL BE PER N.E.C.
13.PROVIDE MANUAL TRANSFER SWITCH AND PLUG FOR PORTABLE EMERGENCY
GENERATOR. PROVIDE DISCONNECT PER N.E.C.
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