WQ0014306_More Information Received_20240604

Initial Review
Reviewer
nathaniel.thornburg
Is this submittal an application? (Excluding additional information.) *
Yes No
If not an application what is the submittal type?* Annual Report
Residual Annual Report
Additional Information
Other
Permit Number (IR) * W00014306
Applicant/Permittee Currituck Water and Sewer, LLC
Email Notifications
Does this need review by the hydrogeologist? * Yes No
Regional Office
CO Reviewer
Admin Reviewer

Submittal Form
Project Contact Information
Please provide information on the person to be contacted by NDB Staff regarding electronic submittal, confirmation of receipt, and other correspondence.
......................................................................................................................................................................................................................................................................................... ... ... ... ... ... .. ... ... ... ... ..
Name* Gary S. MacConnell
Email Address*
[e-mail]
Project Information
.........................
Application/Document Type*
New (Fee Required)
Modification - Major (Fee Required)
Renewal with Major Modification (Fee
Required)
Annual Report
Additional Information
Other
Phone Number*
9194671239
Modification - Minor
Renewal
GW-59, NDMR, NDMLR, NDAR-1,
N DAR-2
Residual Annual Report
Change of Ownership
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
https://edoes.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type:*
Wastewater Irrigation
High -Rate Infiltration
Other Wastewater
Reclaimed Water
Closed -Loop Recycle
Residuals
Single -Family Residence Wastewater
Other
Irrigation
Permit Number:*
WQ0014306
Has Current Existing permit number
Applicant/Permittee Address*
4700 Homewood Ct, Suite 108
Facility Name*
Eagle Creek WWTP
Please provide comments/notes on your current submittal below.
Additional Information Request for Minor Modification of Disk Filter and Change of Ownership Application
At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg
at [e-mail].
Please attach all information required or requested for this submittal to be reviewed here.
(Application Form, Engineering Plans, Specifications, Calculations, Etc.)
C26202.00 - Eagle Creek WWTP Minor Modification - Disk
50.87MB
Filter Package.pdf
Upload only 1 PDF document (less than 250 MB). Multiple documents must be combined into one PDF file unless file is larger
than upload limit.
* By checking this box, I acknowledge that I understand the application will not be accepted for pre -review until the fee (if required) has
been received by the Non -Discharge Branch. Application fees must be submitted by check or money order and made payable to the
North Carolina Department of Environmental Quality (NCDEQ). I also confirm that the uploaded document is a single PDF with all parts
of the application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Signature
Submission Date 6/4/2024

---- Response Letter to Reviewer Comments for WQ0014306----
Thank you for the comments on our design package and drawings regarding Eagle Creek WWTP
property located in Currituck County. We appreciate the suggested modifications and have
revised the design package and drawings accordingly. The detailed responses to the reviewers'
comments are presented as followed:
A. Overall:
Comment la:
• Per Form: HRIS 06-16, the Proposed Upgrades section of the Project Narrative is not
consistent with the rest of the application, such as the Site Map and Cover Letter.
Response la:
• The extent of this Minor Modification is to replace the travelling bridge filter with a disk
filter. The Narrative, Site Map, and Cover Letter have been revised to show that as the
only proposed upgrade. The HRIS 06-16 only includes information regarding the disk
filter itself.
Comment lbi:
• Removal of the existing traveling bridge filter and replacement with a disk filter.
Response lbi:
• This shall remain as it is the intent of this Minor Modification.
Comment lbii:
• Removal of the decommissioned WWTP.
Response lbii:
• This has been removed as it does not require any action.
Comment lbiii:
• Replacement of the splitter box and bar screen.
1

Response lbiii:
• This has been removed from this Minor Modification.
Comment lcE
• Increasing intake capacity is proposed as part of the modifications.
Response lci:
• The intake capacity of the plant has not changed from the current capacity (175,000
GPD). The change from the travelling bridge filter to disk filter will not impact the intake
capacity.
Comment lcii:
• Removal of the existing traveling bridge filter and replacement with a disk filter, with
emphasis on certification of the mechanical and electrical components.
Response lcii:
• This shall remain as it is the intent of this Minor Modification.
B. Cover Letter:
Comments:
• See Comment A.1.
C. Application Fee:
Comments:
• No comments.
D. Application (Form: HRIS 06-16):
Comments:
• No comments.
E. Property Ownership Documentation:
Comments:
• No comments.
PA

F. Setback Waivers:
Comment 1:
• Per Form: HRIS 06-16 Instruction D, 15A NCAC 02T .0706, and 02U .0701, please
provide a setback waiver for Parcel No. 00160000OIA0000 (Global PIN 8030-19-9824),
signed by Paasch Development, LLC and recorded in the Currituck Register of Deeds.
Response 1:
• See attached setback waivers at the end of the Application (Form: HRIS 06-16) section.
These waivers were submitted and approved on the original permit so they should be
recorded with the Register of Deeds and should be transferred over with the change of
ownership.
Comment 2:
• Per Form: HRIS 06-16 Instruction D, 15A NCAC 02T .0706, and 02U .0701, please
provide a new setback waiver for Parcel No. 0015000084I0000 (Global PIN 8030-19-
6072) (previously signed by Raymond Gottlieb) to be signed by Currituck Water and
Sewer, LLC and recorded in the Currituck Register of Deeds.
Response 2:
• See attached setback waivers at the end of the Application (Form: HRIS 06-16) section.
These waivers were submitted and approved on the original permit so they should be
recorded with the Register of Deeds and should be transferred over with the change of
ownership.
G. Eneineerine Plans:
Comments:
• No comments.
H. Specifications:
Comments:
• No comments.
3

I. En2ineerin2 Calculations:
Comment 1:
• Per Form: HRIS 06-16 Instruction K, 15A NCAC 02T .0704(c)(3), 02U .0201(c)(3),
there were no calculations provided on the replacement of the traveling bridge filter with
the disk filter. Please verify and revise with calculations sealed by a Professional
Engineer.
Response 1:
• This is proprietary information. The proposed disk filter is rated for more than the current
capacity of 175,000 GPD by the manufacturer.
J. Site Man:
Comments:
• See Comment A.1.
K. Power Reliabilitv Plan:
Comment 1:
• Per Form: HRIS 06-16 Instruction M and 15A NCAC 02T .0705(k), the provided Power
Reliability Plan does not have documentation of an automatically activated standby
power supply onsite. Please verify that the existing generator can power the essential
units after the proposed modifications and revise, if applicable.
Response 1:
• Power Reliability Plan has been updated to state that the existing generator has no
increase to the required load after replacing the travelling bridge filter with the disk filter.
L. Operation & Maintenance Plan:
Comment 1:
• Per Form: HRIS 06-16 Instruction K and 15A NCAC 02T .0707, please note that the
issued permit will require a final O&M Plan via a Compliance Schedule. No response is
required.
E

M. Residuals Management Plan:
Comment 1:
• Per Form: HRIS 06-16 Instruction O, 15A NCAC 02T .07040), and 02T .0708, the
provided Residuals Management Plan does not have a detailed explanation of residuals
management and storage requirement based on maximum anticipated production rates.
Please verify that the proposed modifications will not impact residuals management and
revise, if necessary.
Response 1:
• There is no anticipated increase in residuals with the change from the travelling bridge
filter to the disk filter for the WWTP. See attached documentation.
N. Additional Documentation:
Comment 1:
• Per Form: HRIS 06-16 Instruction P, the previously issued permit was provided. Please
provide markups, comments, or a list indicating new, removed, or replaced items as part
of this minor modification (i.e., what is changing in the Facility Description on Page 1).
Response 1:
• The Existing Permit section has been removed as it was not a required document
requested by Nathaniel Thornburg in an email dated 04/18/2024 at 3:05PM.
Comment 2:
• No comments.
Comment 3:
• No comments.
5

P.O. BOX 129
Morrisville, NC 27560
[phone] MacCONNELL & Associates, P.C.
"Engineering Today For Tomorrow's Future"
Submittal Date: May 07, 2024
Revision Date: May 22, 2024
Mr. Nathaniel Thornburg, Environmental Program Supervisor
North Carolina Department of Environmental Quality
Division of Water Resources
Non -Discharge Branch
9th Floor, Office 942X
512 N. Salisbury Street
Raleigh, NC 27699-1617
Re: Eagle Creek WWTP Upgrade — Currituck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates Project Number: C26202.00
Dear Mr. Thornburg:
501 Cascade Pointe Lane
Suite 103
Cary, NC 27513
www.macconnellandassoc.com
This project submittal is for the Minor Modification for adding a disk filter in place of the
travelling bridge filter at Eagle Creek WWTP in Currituck County.
The following documents are included for your review:
• One cover letter (this letter)
• One Electronic copy of Application Package
o Form: HRIS 06-16
o Project Narrative
o Registered Business Documentation
o Property Ownership Documentation
o Engineering Plans
o Specifications
o Engineering Calculations
o Equipment
o Site Map
o Power Reliability Plan
o Operation & Maintenance Plan
o Residual Management Plan
o Additional Documentation
o Non -Discharge Permit Ownership/Name Change Application
• One set of standard size drawings.

We feel that this submittal is sufficient for you to complete your review. If you have any
questions or require additional information, please contact me at [phone]. Thank you for
your assistance.
Sincere]
Gary S. N
President
enclosures
QLML
17069
11;:pE
cq�i' FNG INE�-�•-* 'V, -` 41VZy
cc: Michael Myers, Vice President
Kenneth Raber, Manager
Andrew White, Manager

Eagle Creek WWTP Minor Modification
Currituck Water and Sewer, LLC
Currituck County, North Carolina
Wastewater System
Application Package
Project No.: C26202.00
Submittal Date: May 07, 2024
Revision 40r ;11 y 2 2024
,� �: _'' _• 9 '� /ice;
17069
MACS Zy
Pr�A;Ietrty:
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
• Form: HRIS 06-16
• Project Narrative
• Registered Business Documentation
• Property Ownership Documentation
• Engineering Plans
• Specifications
• Engineering Calculations
• Equipment
• Site Map
• Power Reliability Plan
• Operation & Maintenance Plan
• Residuals Management Plan
• Additional Documentation
• Non -Discharge Permit Ownership/Name Change Application

Eagle Creek WWTP Minor Modification
Currituck Water and Sewer, LLC
IF
SEAL
17069
cq FNGINEE� ' •��`\��
HRIS 06-16
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]

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0700 — HIGH -RATE INFILTRATION SYSTEMS
Division of Water Resources INSTRUCTIONS FOR FORM: HRIS 06-16 & SUPPORTING DOCUMENTATION
Plans, specifications and supporting documents shall be prepared in accordance with 15A NCAC 02H .0400 (if necessary), 15A
NCAC 02L .0100, 15A NCAC 02T .0100, 15A NCAC 02T .0700, Division Policies and good engineering practices. Failure to
submit all required items will necessitate additional processing and review time.
For more information, visit the Water Quality Permitting Section's Non -Discharge Permittine Unit website
General — When submitting an application to the Water Quality Permitting Section's Non -Discharge Permitting Unit, please use the
following instructions as a checklist in order to ensure all required items are submitted. Adherence to these instructions and checking
the provided boxes will help produce a quicker review time and reduce the amount of requested additional information.
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation.
A. Cover Letter (All Application Packages):
E List all items included in the application package, as well as a brief description of the requested permitting action.
B. Application Fee (All New and Major Modification Application Packages):
® Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental
Quality (NCDEQ). The appropriate fee amount for new and major modification applications may be found at: Standard Review
Proiect Fees.
C. High -Rate Infiltration Systems (FORM: HRIS 06-16) Application (All Application Packages):
® Submit the completed and appropriately executed High -Rate Infiltration Systems (FORM: HRIS 06-16) application. Any
unauthorized content changes to this form shall result in the application package being returned. If necessary for clarity or due
to space restrictions, attachments to the application may be made, as long as the attachments are numbered to correspond to the
section and item to which they refer.
® If the Applicant Type in Item L2. is a corporation or company, provide documentation it is registered for business with the
North Carolina Secretary of State.
❑ If the Applicant Type in Item L2. is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
❑ The facility name in Item IL 1. shall be consistent with the facility name on the plans, specifications, agreements, etc.
❑ The Professional Engineer's Certification on Page 13 of the application shall be signed, sealed and dated by a North Carolina
licensed Professional Engineer.
❑ The Applicant's Certification on Page 13 of the application shall be signed in accordance with 15A NCAC 02T .0106(b). Per
15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is provided from
a person who meets the criteria in 15A NCAC 02T .0106(b).
❑ If this project is for a renewal without modification, use the Non -Discharge Svstem Renewal (FORM: NDSR) application.
D. Property Ownership Documentation (All Application Packages):
Y Per 15A NCAC 02T .0704(f), the Applicant shall demonstrate they are the owner of all property containing the wastewater
treatment and high -rate infiltration facilities:
E Legal documentation of ownership (i.e., GIS deed or article of incorporation), or
❑ Written notarized intent to purchase agreement signed by both parties with a plat or survey map, or
❑ Written notarized lease agreement that specifically indicates the intended use of the property and has been signed by both
parties, as well as a plat or survey map. Lease agreements shall adhere to the requirements of 15A NCAC 02L .0107.
❑ Provide all agreements, easements, setback waivers, etc. that have a direct impact on the wastewater treatment, conveyance,
storage and high -rate infiltration facilities.
INSTRUCTIONS FOR FORM: HRIS 06-16 & SUPPORTING DOCUMENTATION Page 1 of 6

E. Soil Evaluation (All Application Packages that include new high -rate infiltration sites):
❑ Per 15A NCAC 02T .0704(b) and the Soil Scientist Evaluation Policv, submit a detailed soil evaluation that has been signed,
sealed and dated by a North Carolina Licensed Soil Scientist and includes at a minimum:
❑ The report shall identify all the basins/fields with project name, location, and include a statement that the basins/fields
were recommended for the proposed land application activity.
❑ Field delineated detailed soils map meeting all of the requirements of the Soil Scientist Evaluation Policv.
❑ Soil profile descriptions meeting all of the requirements of the Soil Scientist Evaluation Policv.
❑ Provide all soil boring logs performed at the site.
❑ For non -basins, a standard soil fertility analysis conducted no more than one year prior to permit application for each map
unit in the soil map legend for the following parameters:
❑ Acidity ❑ Exchangeable sodium percentage (by calculation) ❑ Phosphorus
❑ Base saturation (by calculation) ❑ Magnesium ❑ Potassium
❑ Calcium ❑ Manganese ❑ Sodium
❑ Cation exchange capacity ❑ Percent humic matter ❑ Zinc
❑ Copper ❑ pH
➢ Saturated hydraulic conductivity (KSAT) data that shall include at a minimum:
❑ A minimum of three KsAT tests shall be conducted in the most restrictive horizon for each soil series in the soil map.
❑ All KsAT tests shall be conducted in areas representative of the site.
❑ All KsAT tests shall be run until steady-state equilibrium has been achieved.
❑ All collected KsAT data shall be submitted, including copies of field worksheets showing all collected readings.
❑ Submit a soil profile description for each KsAT data point that shall extend at least one foot below the tested horizon.
Y Soil evaluation recommendations shall include at a minimum:
❑ A brief summary of each map unit and its composition and identification of minor contrasting soils.
❑ For non -basins, maximum precipitation rate (in/hr) for each soil/map unit within the proposed infiltration areas.
❑ Seasonal infiltration restrictions, if appropriate.
❑ Identification of areas not suitable for high -rate infiltration.
❑ Recommended geometric mean KsAT rate to be used in the water balance for each soil/map unit based upon in -situ
measurement of the saturated hydraulic conductivity from the most restrictive horizon.
❑ Recommended drainage coefficient to be used in the water balance based upon comprehensive site evaluation, review
of collected onsite data, minor amounts of contrasting soils and the nature of the wastewater to be applied.
❑ For non -basins, recommended annual hydraulic loading rate (in/yr) for each soil/map unit within the proposed
infiltration areas based upon in -situ KsAT measurements form the most restrictive soil horizon.
❑ For basins, recommended hydraulic loading rate (GPD/ft') for each soil/map unit within the proposed infiltration areas
based upon in -situ KsAT measurements form the most restrictive soil horizon.
NOTE — If the soil evaluation was performed more than one year prior to the submittal of this application package, a statement shall
be included indicating that the site has not changed since the original investigation.
F. Agronomist Evaluation (All Application Packages that include new infiltration sites with cover crops or new crops for existing
infiltration sites):
❑ Per 15A NCAC 02T .0704(i), submit an agronomist evaluation that has been signed, sealed and dated by a qualified professional
and includes at a minimum:
❑ Proposed nutrient uptake values for each cover crop based upon each field's dominant soil series and percent slope.
❑ Plant available nitrogen calculations for each cover crop using the designed effluent concentrations in Application Item
V.1. and proposed mineralization and volatilization rates.
❑ Historical site consideration, soil binding and plant uptake of phosphorus.
❑ Seasonal infiltration restrictions, if appropriate.
❑ A clear and reproducible map showing all areas investigated and their relation to proposed fields and crops.
❑ Maintenance and management plan for all specified crops.
INSTRUCTIONS FOR FORM: HRIS 06-16 & SUPPORTING DOCUMENTATION Page 2 of 6

G. Hydrogeologic Report (All Application Packages treating industrial waste or having a design flow over 25,000 GPD):
❑ Per 15A NCAC 02T .0704(e), the Hvdrogeologic Investigation and Reporting Policv, the Groundwater Modeling Policv and
the Performance and Analvsis of Aquifer Slug Tests and Pumping Tests Policv, submit a detailed hydrogeologic description
that has been signed, sealed and dated by a qualified professional and includes at a minimum:
❑ A hydrogeologic description to a depth of 20 feet below land surface or bedrock, whichever is less. A greater depth of
investigation is required if the respective depth is used in predictive calculations.
❑ Representative borings within the infiltration areas and all proposed earthen impoundments.
❑ A description of the regional and local geology and hydrogeology.
❑ A description, based on field observations of the site, of the site topographic setting, streams, springs and other groundwater
discharge features, drainage features, existing and abandoned wells, rock outcrops, and other features that may affect the
movement of the contaminant plume and treated wastewater.
❑ Changes in lithology underlying the site.
❑ Depth to bedrock and occurrence of any rock outcrops.
❑ The hydraulic conductivity and transmissivity of the affected aquifer(s).
❑ Depth to the seasonal high water table (SHWT).
❑ A discussion of the relationship between the affected aquifers of the site to local and regional geologic and hydrogeologic
features.
❑ A discussion of the groundwater flow regime of the site prior to operation of the proposed facility and post operation of
the proposed facility focusing on the relationship of the system to groundwater receptors, groundwater discharge features,
and groundwater flow media.
❑ If the SHWT is within six feet of the surface, a mounding analysis to predict the level of the SHWT after wastewater
application.
H. Water Balance (All Application Packages that include new or modified infiltration sites, changes in flow or changes in storage):
❑ Per the Water Balance Calculation Policv, submit information clearly demonstrating that the effluent can be assimilated
regardless of precipitation events or temperature, and there are no crop or equipment maintenance issues that would necessitate
storage.
OR
❑ Per 15A NCAC 02T .0704(k) and the Water Balance Calculation Policv, submit a water balance that has been signed, sealed
and dated by a qualified professional and includes at a minimum:
❑ At least a two-year iteration of data computation that considers precipitation into and evaporation from all open atmosphere
storage impoundments, and uses a variable number of days per month.
❑ Precipitation based on the 80' percentile and a minimum of 30 years of observed data.
❑ Potential Evapotranspiration (PET) using the Thornthwaite method, or another approved methodology, using a minimum
of 30 years of observed temperature data.
❑ Soil drainage based on the geometric mean of the in -situ KsAT tests in the most restrictive horizon and a drainage coefficient
ranging from 4 to 10% (unless otherwise technically documented).
Y Other factors that may restrict the hydraulic loading rate when determining a water balance include:
❑ Depth to the SHWT and groundwater lateral movement that may result in groundwater mounding.
❑ Nutrient limitations and seasonal application times to ensure high -rate infiltration does not exceed agronomic rates.
❑ Crop management activities resulting in cessation of infiltration for crop removal.
NOTE — High -Rate Infiltration Systems serving residential facilities shall have a minimum of 14 days of wet weather storage.
I. Engineering Plans (All Application Packages):
® Per 15A NCAC 02T .0704(c)(1), submit standard size and 11 x 17-inch plan sets that have been signed, sealed and dated by a
North Carolina licensed Professional Engineer, and shall include at a minimum:
® Table of contents with each sheet numbered.
® A general location map with at least two geographic references and a vicinity map.
® A process and instrumentation diagram showing all flow, recycle/return, aeration, chemical, electrical and wasting paths.
® Plan and profile views of all treatment and storage units, including their piping, valves, and equipment (i.e., pumps,
blowers, mixers, diffusers, flow meters, etc.), as well as their dimensions and elevations.
® Details of all piping, valves, pumps, blowers, mixers, diffusers, recording devices, fencing, auxiliary power, etc.
❑ A hydraulic profile from the treatment plant headworks to the highest infiltration point.
❑ The high -rate infiltration area with an overlay of the suitable infiltration areas depicted in the Soil Evaluation.
❑ For non -basins, each nozzle/emitter and its wetted area influence and each infiltration zone labeled as it will be operated.
❑ For non -basins, locations within the infiltration system of air releases, drains, control valves, highest infiltration
nozzle/emitter, etc.
❑ For non -basin automated infiltration systems, provide the location and details of the precipitation/soil moisture sensor.
® Plans shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT
FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the plans may be
labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
INSTRUCTIONS FOR FORM: HRIS 06-16 & SUPPORTING DOCUMENTATION Page 3 of 6

J. Specifications (All Application Packages):
® Per 15A NCAC 02T .0704(c)(2), submit specifications that have been signed, sealed and dated by a North Carolina licensed
Professional Engineer, and shall include at a minimum:
® Table of contents with each section/page numbered.
® Detailed specifications for each treatment/storage/infiltration unit, as well as all piping, valves, equipment (i.e., pumps,
blowers, mixers, diffusers, flow meters, etc.), nozzles/emitters, precipitation/soil moisture sensor (if applicable),
audible/visual high water alarms, liner material, etc.
® Site Work (i.e., earthwork, clearing, grubbing, excavation, trenching, backfilling, compacting, fencing, seeding, etc.)
❑ Materials (i.e., concrete, masonry, steel, painting, method of construction, etc.)
® Electrical (i.e., control panels, transfer switches, automatically activated standby power source, etc.)
® Means for ensuring quality and integrity of the finished product, including leakage, pressure and liner testing.
® Specifications shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY,
NOT FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the
specifications may be labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
K. Engineering Calculations (All Application Packages):
® Per 15A NCAC 02T .0704(c)(3), submit engineering calculations that have been signed, sealed and dated by a North Carolina
licensed Professional Engineer, and shall include at a minimum:
❑ Hydraulic and pollutant loading calculations for each treatment unit demonstrating how the designed effluent
concentrations in Application Item V.1. were determined.
❑ Sizing criteria for each treatment unit and associated equipment (i.e., blowers, mixers, flow meters, pumps, etc.).
❑ Total and effective storage calculations for each storage unit.
❑ Friction/total dynamic head calculations and system curve analysis for each pump used.
® Manufacturer's information for all treatment units, pumps, blowers, mixers, diffusers, flow meters, etc.
❑ Flotation calculations for all treatment and storage units constructed partially or entirely below grade.
❑ For non -basins, a demonstration that the designed maximum precipitation and annual loading rates do not exceed the
recommended rates.
❑ For basins, a demonstration that the designed loading rate (GPD/ft') does not exceed the recommended rate.
❑ A demonstration that the specified auxiliary power source is capable of powering all essential treatment units.
L. Site Map (All Application Packages):
® Per 15A NCAC 02T .0704(d), submit standard size and 11 x 17-inch site maps that have been signed, sealed and dated by a
North Carolina licensed Professional Engineer and/or Professional Land Survevor, and shall include at a minimum:
® A scaled map of the site with topographic contour intervals not exceeding 10 feet or 25 percent of total site relief and
showing all facility -related structures and fences within the wastewater treatment, storage and infiltration areas.
❑ Soil mapping units shown on all infiltration sites.
❑ The location of all wells (including usage and construction details if available), streams (ephemeral, intermittent, and
perennial), springs, lakes, ponds, and other surface drainage features within 500 feet of all wastewater treatment, storage
and infiltration sites.
❑ Delineation of the compliance and review boundaries per 15A NCAC 02L .0107 and .0108.
❑ Setbacks as required by 15A NCAC 02T .0706.
® Site property boundaries within 500 feet of all wastewater treatment, storage and infiltration sites.
® All habitable residences or places of public assembly within 500 feet of all treatment, storage and infiltration sites.
NOTE — For clarity, multiple site maps of the facility with cut sheet annotations may be submitted.
M. Power Reliability Plan (All Application Packages):
® Per 15A NCAC 02T .0705(k). submit documentation of power reliability that shall consist of at a minimum:
® An automatically activated standby power supply onsite that is capable of powering all essential treatment units under
design conditions, OR
➢ Approval from the Director that the facility:
❑ Serves a private water distribution system that has automatic shut-off during power failures and has no elevated water
storage tanks,
❑ Has sufficient storage capacity that no potential for overflow exists, and
❑ Can tolerate septic wastewater due to prolonged detention.
INSTRUCTIONS FOR FORM: HRIS 06-16 & SUPPORTING DOCUMENTATION Page 4 of 6

N. Operation and Maintenance Plan (All Application Packages):
® Per 15A NCAC 02T .0707, submit an operation and maintenance (O&M) plan encompassing all wastewater treatment, storage
and infiltration systems that shall include at a minimum a description of:
® Operation of the wastewater treatment, storage and infiltration systems in sufficient detail to show what operations are
necessary for the system to function and by whom the functions are to be conducted.
® Anticipated maintenance of the wastewater treatment, storage and infiltration systems.
® Safety measures, including restriction of access to the site and equipment.
® Spill prevention provisions such as response to upsets and bypasses, including how to control, contain and remediate.
® Contact information for plant personnel, emergency responders and regulatory agencies.
NOTE — A final O&M Plan shall be submitted with the partial and/or final Engineering Certification required under 15A NCAC
02T .0116, however, a preliminary O&M Plan shall be submitted with each application package.
O. Residuals Management Plan (All Application Packages with new, expanding or replacement wastewater treatment systems):
® Per 15A NCAC 02T .0704(i) and .0708, submit a Residuals Management Plan that shall include at a minimum:
❑ A detailed explanation of how 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 removal and collection are a designed unit process, submit an oil/grease disposal plan detailing how the
oil/grease will be collected, handled, processed, stored and disposed.
NOTE —Per 15A NCAC 02T .0705(n), a minimum of 30 days of residual storage shall be provided.
NOTE —Per 15A NCAC 02T .0704(i), a written commitment to the Applicant from a Permittee of a Department approved residuals
disposal/utilization program is not required at the time of this application, however, it shall be provided prior to operation of any
permitted facilities herein.
NOTE — If an on -site restaurant or other business with food preparation is contributing wastewater to this system, an oil/grease
disposal plan shall be submitted.
P. Additional Documentation:
Y Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(a)(1) and .0704(g), provide the Certificate of Public Convenience and Necessity from the North
Carolina Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be
served by the wastewater treatment and high -rate infiltration system, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
Y Existing Permit (All Modification Packages):
❑ Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit modification
(i.e., compliance schedules, permit description, monitoring, permit conditions, etc.).
Y Final Environmental Document (All Application Packages using public monies or lands subject to the North Carolina
Environmental Policy Act under 15A NCAC 01C.0100 to .0400):
❑ Per 15A NCAC 02T .0105(c)(4), submit one copy of the environmental assessment and three copies of the final
environmental document (i.e., Finding of No Significant Impact or Record of Decision).
❑ Include information on any mitigating factors from the Environmental Assessment that impact the design and/or
construction of the wastewater treatment and high -rate infiltration system.
➢ Floodway Regulation Compliance (All Application Packages where any portion of the wastewater treatment, storage and
infiltration system is located within the 100-year floodplain):
❑ Per 15A NCAC 02T .0105(c)(8). provide written documentation from all local governing entities that the facility is in
compliance with all local ordinances regarding construction or operation of wastewater treatment and/or disposal facilities
within the floodplain.
INSTRUCTIONS FOR FORM: HRIS 06-16 & SUPPORTING DOCUMENTATION Page 5 of 6

P. Additional Documentation (continued):
Y Operational Agreements (All Application Packages for Home/Property Owners' Associations and Developers of lots to be
sold):
Y Home/Property Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .0115(c), submit the proposed or approved Articles of Incorporation, Declarations and By-laws.
Y DevelOpers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement (FORM: DES.
Y Threatened or Endangered Aquatic Species Documentation (All Application Packages):
® Per 15A NCAC 02T .0105(c)(10). submit documentation from the Department's Natural Heritage Program demonstrating
the presence or absence of threatened or endangered aquatic species within the boundary of the wastewater treatment,
storage and infiltration facilities.
® If the facility directly impacts such species, this documentation shall provide information on the need for permit conditions
pursuant to 15A NCAC 02B .0110.
➢ Wastewater Chemical Analysis (All Application Packages treating Industrial Waste):
❑ Per 15A NCAC 02T .0704(h), provide a complete Division certified laboratory chemical analysis of the effluent to be
infiltrated for the following parameters (For new facilities, an analysis from a similar facility's effluent is acceptable):
❑ Ammonia Nitrogen (NH3-N) ❑ Nitrate Nitrogen (NOs-N) ❑ Total Organic Carbon
❑ Calcium ❑ pH ❑ Total Phosphorus
❑ Chemical Oxygen Demand (COD) ❑ Phenol ❑ Total Trihalomethanes
❑ Chloride ❑ Sodium ❑ Total Volatile Organic Compounds
❑ Fecal Coliform ❑ Sodium Adsorption Ratio (SAR) ❑ Toxicity Test Parameters
❑ 5-day Biochemical Oxygen Demand (BOD5) ❑ Total Dissolved Solids
❑ Magnesium ❑ Total Kjeldahl Nitrogen (TKN)
THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
By Courier/Special Deliverv:
512 N. SALISBURY ST.
RALEIGH. NORTH CAROLINA 27604
FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: HRIS 06-16 & SUPPORTING DOCUMENTATION Page 6 of 6

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0700 — HIGH -RATE INFILTRATION SYSTEMS
Division of Water Resources FORM: HRIS 06-16
I. APPLICANT INFORMATION:
1. Applicant's name: Currituck Water and Sewer, LLC
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ® Privately -Owned Public Utility
❑ Federal ❑ State ❑ Municipal ❑ County
3. Signature authority's name: Michael J. Mvers per 15A NCAC 02T .0106(b) Title: Vice President
4. Applicant's mailing address: 4700 Homewood Ct., Suite 108
City: Raleigh State: NC Zip: 27609-
5. Applicant's contact information:
Phone number: [phone] Email Address: mmvers(i(envirolinkinc.com
II=KX611Ia1111•/lei 0CI]N01Ev11Eller
1. Facility name: Eagle Creek WWTP
2. Facility status: Existing
3. Facility type: Major (> 10,000 GPD or > 300 disposal acres)
4. Facility's physical address: 287 Green View Road
City: Mom State: NC Zip: 27858- County: Currituck
5. Wastewater Treatment Facility Coordinates (Decimal Degrees): Latitude: 36.490055' Longitude:-79.168911'
Datum: Unknown Level of accuracy: Nearest decree Method of measurement: Navigation qualitv GPS
6. USGS Map Name: N/A
III. CONSULTANT INFORMATION:
1.
Professional Engineer: Gary S. MacConnell License Number: 017069 Firm: MacConnell &
Associates, P.C.
Mailing address: 501 Cascade Pointe Ln, Suite 103
City: Cai State: NC
Zip: 27513-
Phone number: [phone]
Email Address: garv.macconnell(cr(,macconnellandassoc.com
2.
Soil Scientist:
License Number: Firm:
Mailing address:
City: State:
Zip: -
Phone number: O -
Email Address:
3.
Geologist:
License Number: Firm:
Mailing address:
City: State:
Zip: -
Phone number: O -
Email Address:
4.
Agronomist:
Firm:
Mailing address:
City: State:
Zip: -
Phone number: (_) =
Email Address:
FORM:
HRIS 06-16
Page 1 of 13

IV. GENERAL REQUIREMENTS —15A NCAC 02T .0100:
1. Application type: ❑ New ❑ Major Modification ® Minor Modification
If a modification, provide the existing permit number: WQ0014306 and most recent issuance date: March 18, 2024
2. Application fee: $0 - Standard - Minor Modification
3. Does this project utilize public monies or lands? ❑ Yes or ® No
If yes, was an Environmental Assessment required under 15A NCAC 01C? ❑ Yes or ❑ No
If yes, which final environmental document is submitted? ❑ Finding of No Significant Impact or ❑ Record of Decision
Briefly describe any mitigating factors from the Environmental Assessment that may impact this facility:
4. What is the status of the following permits/certifications applicable to the subject facility?
Permit/Certification Date Date Permit/Certification Agency Reviewer
Submitted Approved Number
Collection Svstem (O > 200,000 GPD)
Dam Safetv
Erosion & Sedimentation Control Plan
Nationwide 12 / Section 404
Pretreatment
Sewer Svstem
Stormwater Management Plan
Wetlands 401
Other:
5. What is the wastewater type? ® Domestic or ] Industrial (See 15A NCAC 02T .0103(20)1
Is there a Pretreatment Program in effect? ❑ Yes or ❑ No
�i Has a wastewater chemical analysis been submitted? ❑ Yes or ❑ No
6. Wastewater flow: 175,000 GPD
Limited by: ® Treatment, ❑ Storage, ❑ Field/Basin Hydraulics, ❑ Field Agronomics or ❑ Groundwater Mounding
7. Explain how the wastewater flow was determined: ® 15A NCAC 02T .0114 or ® Representative Data
Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes or ® No
Establishment Type
Previously Permitted Flowrate
Daily Design Flow a
No. of Units Flow
175,000 gal/day
1 175,000 GPD]
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total 175,000 GPD
a See 15A NCAC 02T .0114(b). (d). (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
FORM: HRIS 06-16 Page 2 of 13

IV. GENERAL REQUIREMENTS —15A NCAC 02T .0100 (continued):
8. What is the nearest 100-year flood elevation to the facility? N/A feet mean sea level. Source: FRIS & FEMA
Are any treatment, storage or infiltration facilities located within the 100-year flood plain? ❑ Yes or ® No
If yes, which facilities are affected and what measures are being taken to protect them against flooding?
If yes, has the Applicant submitted written documentation of compliance with � 143 Article 21 Part 6? ❑ Yes or ❑ No
9. Has the Applicant provided documentation of the presence or absence of threatened or endangered aquatic species utilizing
information provided by the Department's Natural Heritage Program? ® Yes or ❑ No
10. Does the facility have a proposed or existing groundwater monitoring well network? ® Yes or ❑ No
If no, provide an explanation as to why a groundwater monitoring well network is not proposed:
If yes, complete the following table (NOTE — This table may be expanded for additional wells):
Well Name
Status
Latitude a Longitude a Gradient
Location
MW-1
Active
- Select
Select
MW-2
Active
- Select
Select
MW-3
Active
- Select
Select
Select
- Select
Select
Select
- Select
Select
Select
- Select
Select
Select
- Select
Select
Select
- Select
Select
Select
- Select
Select
Select
- Select
Select
a Provide the following latitude and longitude coordinate determination information:
Datum: Select Level of accuracy: Select Method of measurement: Select
11. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been submitted?
® Yes, ❑No or ❑N/A
12. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been submitted?
❑ Yes, ❑No or ❑N/A
13. If the Applicant is a Home/Property Owners' Association, has an Association Operational Aareement (FORM: HOA) been
submitted? ❑ Yes, ❑No or ❑N/A
14. Demonstration of historical consideration for permit approval — 15A NCAC 02T .0120:
Has the Applicant or any parent, subsidiary or other affiliate exhibited the following?
a. Has been convicted of environmental crimes under Federal law or G. S. 143-215.613? ❑ Yes or ® No
b. Has previously abandoned a wastewater treatment facility without properly closing that facility? ❑ Yes or ® No
c. Has unpaid civil penalty where all appeals have been abandoned or exhausted? ❑ Yes or ® No
d. Is non -compliant with an existing non -discharge permit, settlement agreement or order? ❑ Yes or ® No
e. Has unpaid annual fees in accordance with 15A NCAC 02T .0105(e)(2)? ❑ Yes or ® No
FORM: HRIS 06-16 Page 3 of 13

V. WASTEWATER TREATMENT FACILITY DESIGN CRITERIA —15A NCAC 02T .0705:
1. For the following parameters, provide the estimated influent concentrations and designed effluent concentrations as
determined in the Engineering Calculations, and utilized in the Agronomic Evaluation and Groundwater Modeling (if
applicable):
Parameter
Ammonia Nitrogen (NH3-N)
Biochemical Oxygen Demand (BOD5)
Fecal Coliforms
Nitrate Nitrogen (NO3-N)
Nitrite Nitrogen (NO2-N)
Total Kjeldahl Nitrogen
Total Nitrogen
Total Phosphorus
Total Suspended Solids (TSS)
Estimated Influent Concentration
0.2 mg/L
5 mg/L
4.67 mg/L
0.09 mg/L
5.8 mg/L
1.21 mg/L
<2.5 mg/L
Designed Effluent Concentration
(monthly average)
4 mg/L
15 mg/L
14 per 100 mL
4.67 mg/L
0.09 mg/L
5 mg/L
10 mg/L
2 mg/L
30 mg/L
2. Is flow equalization of at least 25% of the average daily flow provided? ® Yes or ❑ No
3. Does the treatment facility include any bypass or overflow lines? ® Yes or ❑ No
If yes, describe what treatment units are bypassed, why this is necessary, and where the bypass discharges: Filter
4. Are multiple pumps provided wherever pumps are used? ❑ Yes or ® No
If no, how does the Applicant intend on complying with 15A NCAC 02T .0705(i)? \Disk filter replacement numns shall be
stored at facilitv
5. Check the appropriate box describing how power reliability will be provided in accordance with 15A NCAC 02T .0705(k):
® Automatically activated standby power supply onsite capable of powering all essential treatment units; or
❑ Approval from the Director that the facility:
Y Has a private water supply that automatically shuts off during power failures and does not contain elevated water
storage tanks;
Y Has sufficient storage capacity that no potential for overflow exists; and
Y Can tolerate septic wastewater due to prolonged detention.
6. If the wastewater treatment system is located within the 100-year flood plain, are there water -tight seals on all treatment units
or a minimum of two feet protection from the 100-year flood plain elevation? ❑ Yes, ❑ No or ® N/A
7. In accordance with 15A NCAC 02T .0705(n), how many days of residuals storage are provided? N/A
8. How does the Applicant propose to prohibit public access to the wastewater treatment and storage facilities? Existing
Fencing
9. If an influent pump station is part of the proposed facility (i.e., within the wastewater treatment plant boundary), does the
influent pump station meet the design criteria in 15A NCAC 02T .0305(h)? ❑ Yes, ❑ No, ® N/A — To be permitted
separately, or ® N/A — Gravity fed
10. If septic tanks are part of the wastewater treatment facility, do the septic tanks adhere to the standards in 15A NCAC 18A
1900? ❑ Yes, ❑ No or ® N/A
FORM: HRIS 06-16 Page 4 of 13

V. WASTEWATER TREATMENT FACILITY DESIGN CRITERIA —15A NCAC 02T .0705 (continued):
11. Provide the requested treatment unit and mechanical equipment information:
a.
PRELIMINARY / PRIMARY TREATMENT (i.e., physical removal operations and flow equalization):
Treatment Unit No. of Manufacturer or Dimensions (ft) / Volume
Plan Sheet
Specification
Units Material Spacings (in) (gallons)
Reference
Reference
Select
Select
Select
Select
Select
b.
SECONDARY / TERTIARY TREATMENT (i.e., biological and chemical processes to remove
organics and
nutrients)
No. of Manufacturer or Volume
Plan Sheet
Specification
Treatment Unit Dimensions (ft)
Units Material (gallons)
Reference
Reference
Aqua -Aerobic
511401 &
Other 1 10.58'x9.45'x11.5' 3,265
C-102
Systems, Inc.
Manufacturer
Select
Select
Select
Select
Select
Select
Select
c.
DISINFECTION
No. of Manufacturer or Volume
Plan Sheet
Specification
Treatment Unit Dimensions (ft)
Units Material (gallons)
Reference
Reference
Select
Select
Y
If chlorination is the proposed method of disinfection, specify detention time provided:
minutes (NOTE
— 30
minutes minimum required), and indicate what treatment unit chlorine contact occurs:
Y
If ultraviolet (UV) light is the proposed method of disinfection, specify the number of banks:
number of lamps
per bank: and maximum disinfection capacity: GPM.
d.
RESIDUAL TREATMENT
No. of Manufacturer or Volume
Plan Sheet
Specification
Treatment Unit Dimensions (ft)
Units Material (gallons)
Reference
Reference
Select
Select
FORM: HRIS 06-16 Page 5 of 13

V.
WASTEWATER TREATMENT FACILITY DESIGN CRITERIA —15A NCAC 02T .0705 (continued):
e. PUMPS
Location
No. of Purpose
Manufacturer / Capacity Plan Sheet
Specification
Pumps
Type GPM TDH Reference
Reference
Disk Filter
1 Drive Motor
Aquadisk / 1/2 HP N/A
Manufacturer
Disk Filter
1 Backwash Pump
Aquadisk / 2HP
Manufacturer
f. BLOWERS
Location No. of Blowers Units Served Manufacturer l/
yPe
g. MIXERS
Location No. of Mixers Units Served Manufacturer /
Type
h. RECORDING DEVICES & RELIABILITY
Device No. of Location Manufacturer
Units
Select
Select
Select
Select
i. EFFLUENT PUMP / DOSING TANK (IF APPLICABLE):
Capacity Plan Sheet Specification
(CFM) Reference Reference
Power Plan Sheet Specification
(hp) Reference Reference
Maximum Plan Sheet Specification
Capacity Reference Reference
Internal dimensions (L x W x H or (p x H) ft � ft ft
Total volume ft3 gallons
Dosing volume ft3 gallons
Audible & visual alarms
Equipment to prevent infiltration during rain
events (if applicable)
FORM: HRIS 06-16
Plan Sheet Specification
Reference Reference
Page 6 of 13

VI. EARTHEN STORAGE IMPOUNDMENT DESIGN CRITERIA — 15A NCAC 02T .0705:
IF MORE THAN ONE IMPOUNDMENT, PROVIDE ADDITIONAL COPIES OF THIS PAGE AS NECESSARY.
1. What is the earthen impoundment type? Select
2. Storage Impoundment Coordinates (Decimal Degrees): Latitude: oLongitude: - °
Datum: Select Level of accuracy: Select Method of measurement: Select
3. Do any impoundments include a discharge point (pipe, spillway, etc)? ❑ Yes or ❑ No
4. Are subsurface drains present beneath or around the impoundment to control groundwater elevation? ❑ Yes or ❑ No
5. Is the impoundment designed to receive surface runoff? ❑ Yes or ❑ No
If yes, what is the drainage area? ft', and was this runoff incorporated into the water balance? ❑ Yes or ❑ No
6. If a liner is present, how will it be protected from wind driven wave action?:
7. Will the earthen impoundment water be placed directly into or in contact with GA classified groundwater? ❑ Yes or ❑ No
If yes, has the Applicant provided predictive calculations or modeling demonstrating that such placement will not result in a
contravention of GA groundwater standards? ❑ Yes or ❑ No
8. What is the depth to bedrock from the earthen impoundment bottom elevation? ft
If the depth to bedrock is less than four feet, has the Applicant provided a liner with a hydraulic conductivity no greater than
1 x 10-' cm/s? ❑ Yes, or ❑ N/A
Has the Applicant provided predictive calculations or modeling demonstrating that surface
water or groundwater standards will not be contravened? ❑ Yes or ❑ No
If the earthen impoundment is excavated into bedrock, has the Applicant provided predictive calculations or modeling
demonstrating that surface water or groundwater standards will not be contravened? ❑ Yes, ❑ No or ❑ N/A
9. If the earthen impoundment is lined and the mean seasonal high water table is higher than the impoundment bottom
elevation, how will the liner be protected (e.g., bubbling, groundwater infiltration, etc.)?
10. If applicable, provide the specification page references for the liner installation and testing requirements:
11. If the earthen impoundment is located within the 100-year flood plain, has a minimum of two feet of protection (i.e., top of
embankment elevation to 100-year flood plain elevation) been provided? ❑ Yes or ❑ No
12. Provide the requested earthen impoundment design elements and dimensions:
Earthen Impoundment Design Elements Earthen Impoundment Dimensions
Liner type: ❑ Clay -1 Sy Top of embankment elevation: ft
❑ Other ❑ Unlined
Liner hydraulic conductivity: x - cm/s Freeboard elevation: ft
Hazard class: Select Toe of slope elevation: ft
Designed freeboard: ft Impoundment bottom elevation: ft
Total volume: ft3 gallons Mean seasonal high water table depth: ft
Effective volume: ft3 gallons Embankment slope:
Effective storage time: days Top of dam water surface area: ft2
Plan Sheet Reference: Freeboard elevation water surface area: ft2
Specification Section: Bottom of impoundment surface area: ft2
NOTE — The effective volume shall be the volume between the two foot freeboard elevation and the: (1) pump intake pipe
elevation; (2) impoundment bottom elevation or (3) mean seasonal high water table, whichever is closest to the two foot
freeboard elevation.
FORM: HRIS 06-16 Page 7 of 13

VIL INFILTRATION SYSTEM DESIGN CRITERIA —15A NCAC 02T .0705:
1. Provide the minimum depth to the seasonal high water table within the infiltration area:
NOTE — The vertical separation between the seasonal high water table and the ground surface shall be at least one foot.
2. Are there any artificial drainage or water movement structures (e.g., surface water or groundwater) within 200 feet of the
infiltration area? ❑ Yes or ❑ No
If yes, were these structures addressed in the Soil Evaluation and/or Hydrogeologic Report, and are these structures to be
maintained or modified?
3. Soil Evaluation recommended loading rates (NOTE — This table may be expanded for additional soil series):
Basins/Fields Recommended Recommended Recommended Annual / If Seasonal, list
Soil Series within Soil Loading Rate Loading Rate Loading Rate Seasonal appropriate
Series (in/hr) (in/yr) (GPD/ft2) Loading months
Select
Select
Select
Select
Select
Select
4. Are the designed loading rates less than or equal to Soil Evaluation recommended loading rates? ❑ Yes or ❑ No
If no, how does the Applicant intend on complying with 15A NCAC 02T .0705(m)?
5. How does the Applicant propose to prohibit public access to the infiltration facilities?
6. Has the infiltration system been equipped with a flow meter to accurately determine the volume of effluent applied to each
basin/field as listed in VIL8.? ❑ Yes or ❑ No
If no, how does the Applicant intend on determining the amount of effluent applied to each basin/field?
7. For non -basins, provide the required cover crop information and demonstrate the effluent will be applied at or below
agronomic rates:
Nitrogen Uptake Rate Phosphorus Uptake
Cover Crop Soil Series %Slope (lbs/ac•yr) Rate (lbs/ac•yr)
a. Specify where the nitrogen and phosphorus uptake rates for each cover crop were obtained:
b. Proposed nitrogen mineralization rate:
c. Proposed nitrogen volatilization rate:
d. Minimum infiltration area from the Agronomist Evaluation's nitrogen balance: ft2
e. Minimum infiltration area from the Agronomist Evaluation's phosphorus balance: ft2
f. Minimum infiltration area from the water balance: ft2
FORM: HRIS 06-16 Page 8 of 13

VIL INFILTRATION SYSTEM DESIGN CRITERIA —15A NCAC 02T .0705 (continued):
8. Basin/Field Information (NOTE — This table may be expanded for additional fields):
Designed Designed Designed
Basin/ Area Dominant Loading Loading Loading Waterbody
a a
Field (acres) Soil Series Rate Rate Rate Latitude Longitude Stream Classification
(in/hr) (in/yr) (GPD/ft2) Index No. b
a Provide the following latitude and longitude coordinate determination information:
Datum: Select Level of accuracy: Select Method of measurement: Select
b For assistance determining the waterbody stream index number and its associated classification, instructions may be
downloaded at: http://deci.nc.2ov/about/divisions/water-resources/planning/classification -standard s/classifications
9. High -Rate Infiltration System design criteria:
a. Infiltration Fields:
Spray Infiltration Design Elements Drip Infiltration Design Elements
Nozzle wetted diameter: ft Emitter wetted area: ft2
Nozzle wetted area: ft2 Distance between laterals: ft
Nozzle capacity: GPM Distance between emitters: ft
Nozzle manufacturer/model: / Emitter capacity: GPH
Elevation of highest nozzle: ft Emitter manufacturer/model: /
Specification Section: Elevation of highest emitter: ft
Specification Section:
FORM: HRIS 06-16 Page 9 of 13

VIL INFILTRATION SYSTEM DESIGN CRITERIA —15A NCAC 02T .0705 (continued):
b. Infiltration Basins:
IF MORE THAN TWO BASINS, PROVIDE ADDITIONAL
COPIES OF THIS PAGE AS NECESSARY.
Infiltration Basin Design Elements
Infiltration Basin Dimensions
Basin Name:
Top of embankment elevation:
ft
Hazard class: Select
Freeboard elevation:
ft
Designed freeboard: ft
Toe of slope elevation:
ft
Total volume: ft3
Impoundment bottom elevation:
ft
Infiltrative surface area: ft2
Mean seasonal high water table depth:
ft
Daily infiltrative capacity: GPD
Embankment slope:
Plan Sheet Reference:
Top of dam water surface area:
ft2
Specification Section:
Freeboard elevation water surface area:
ft2
Bottom of impoundment surface area:
ft2
i. Does this basin include a discharge point (pipe, spillway, etc)? ❑ Yes or ❑ No
ii. Are subsurface drains present around the impoundment to control groundwater elevation? ❑ Yes or ❑ No
iii. Is the basin designed to receive surface runoff? ❑ Yes or ❑ No
If yes, what is the drainage area? ft2, and was this runoff incorporated into the loading rate? ❑ Yes or ❑ No
iv. Will the effluent be placed directly into or in contact with GA classified groundwater? ❑ Yes or ❑ No
If yes, has the Applicant provided predictive calculations or modeling demonstrating that such placement will not
result in a contravention of GA groundwater standards? ❑ Yes or ❑ No
v. If the infiltration basin is located within the 100-year flood plain, has a minimum of two feet of protection (i.e., top of
embankment elevation to 100-year flood plain elevation) been provided? ❑ Yes or ❑ No
Infiltration Basin Design Elements Infiltration Basin Dimensions
Basin Name: Top of embankment elevation: ft
Hazard class: Select Freeboard elevation: ft
Designed freeboard: ft Toe of slope elevation: ft
Total volume: ft3 Impoundment bottom elevation: ft
Infiltrative surface area: ft2 Mean seasonal high water table depth: ft
Daily infiltrative capacity: GPD Embankment slope:
Plan Sheet Reference: Top of dam water surface area: ft2
Specification Section: Freeboard elevation water surface area: ft2
Bottom of impoundment surface area: ft2
i. Does this basin include a discharge point (pipe, spillway, etc)? ❑ Yes or ❑ No
ii. Are subsurface drains present around the impoundment to control groundwater elevation? ❑ Yes or ❑ No
iii. Is the basin designed to receive surface runoff? ❑ Yes or ❑ No
If yes, what is the drainage area? ft2, and was this runoff incorporated into the loading rate? ❑ Yes or ❑ No
iv. Will the effluent be placed directly into or in contact with GA classified groundwater? ❑ Yes or ❑ No
If yes, has the Applicant provided predictive calculations or modeling demonstrating that such placement will not
result in a contravention of GA groundwater standards? ❑ Yes or ❑ No
v. If the infiltration basin is located within the 100-year flood plain, has a minimum of two feet of protection (i.e., top of
embankment elevation to 100-year flood plain elevation) been provided? ❑ Yes or ❑ No
FORM: HRIS 06-16 Page 10 of 13

VIII. SETBACKS —15A NCAC 02T .0706:
1. Does the project comply with all setbacks found in the river basin rules (15A NCAC 0213.0200)? ® Yes or ❑ No
If no, list non -compliant setbacks:
2. Have any setback waivers been obtained in order to comply with 15A NCAC 02T .706(a) and .0706(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
3. Provide the minimum field observed distances (ft) for each setback parameter to the infiltration system and treatment/storage
units (NOTE — Distances greater than 500 feet may be marked N/A):
Setback Parameter
Any habitable residence or place of assembly under separate ownership or not to be
maintained as part of the project site
Any habitable residence or place of assembly owned by the Permittee to be maintained as
part of the project site
Any private or public water supply source
Surface waters (streams — intermittent and perennial, perennial waterbodies, and wetlands)
Groundwater lowering ditches (where the bottom of the ditch intersects the SHWT)
Subsurface groundwater lowering drainage systems
Surface water diversions (ephemeral streams, waterways, ditches)
Any well with exception of monitoring wells
Any property line
Top of slope of embankments or cuts of two feet or more in vertical height
Any water line from a disposal system
Any swimming pool
Public right of way
Nitrification field
Any building foundation or basement
Impounded public water supplies
Public shallow groundwater supply (less than 50 feet deep)
Infiltration
Treatment /
System
Storage Units
Same as
N/A
Existing Unit
N/A
N/A
Same as
Existing Unit
N/A
Same as
Existing Unit
N/A
N/A
N/A
N/A
Same as
Existing Unit
N/A
Same as
Existing Unit
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
4. Does the Applicant intend on complying with either 15A NCAC 02T .0706(b) or (c)? ❑ Yes or ❑ No
If yes, what are the designed Total Nitrogen and Total Phosphorus effluent concentrations? TN: mg/L TP: mg/L
5. Does the Applicant intend on complying with the High -Rate Policv issued October 27, 2006? ❑ Yes or ❑ No
If yes, verify the following information:
✓ Are the most stringent effluent standards in both 15A NCAC 02T .0705(b) and 15A NCAC 02U .0301(b) met?
El Yes or❑No
✓ Is duality provided for all treatment units per 15A NCAC 02U .0402(c)? ❑ Yes or ❑ No
✓ Continuous online monitoring and recording of effluent for turbidity? ❑ Yes or ❑ No
✓ A lined 5-day upset pond is provided? ❑ Yes or ❑ No
✓ The 5-day upset pond has restricted access? ❑ Yes or ❑ No
✓ A certified operator of a grade equal or greater than the facility classification is on call 24 hrs/day? ❑ Yes or ❑ No
FORM: HRIS 06-16 Page 11 of 13

IX. COASTAL WASTE TREATMENT DISPOSAL REQUIREMENTS —15A NCAC 02H .0400:
1. Is this facility located in a Coastal Area as defined per 15A NCAC 02H .0403? ❑ Yes or ® No
For assistance determining if the facility is located within the Coastal Area, a reference map may be downloaded at: Coastal
Areas Boundarv.
2. Is this an Interim Treatment and Disposal Facility per 15A NCAC 02H .0404(a)? ❑ Yes or ® No
NOTE — Interim facilities do not include County and Municipal area -wide collection and treatment systems.
IF ANSWERED YES TO ITEMS IX.1. AND IX.2., THEN COMPLETE ITEMS IX.3. THROUGH IX.16.
3. Is equalization of at least 25% of the average daily flow provided? ❑ Yes or ❑ No
4. How will noise and odor be controlled?
5. Is an automatically activated standby power source provided? ❑ Yes or ❑ No
6. Are all essential treatment units provided in duplicate? ❑ Yes or ❑ No
NOTE — Per 15A NCAC 02T .0103(16), essential treatment units are defined as any unit associated with the wastewater
treatment process whose loss would likely render the facility incapable of meeting the required performance criteria, including
aeration units or other main treatment units, clarification equipment, filters, disinfection equipment, pumps and blowers.
7. Are the disposal units (i.e., infiltration basins/fields) provided in duplicate? ❑ Yes or ❑ No
8. Is there an impounded public surface water supply within 500 feet of the infiltration area? ❑ Yes or ❑ No
9. Is there a public shallow groundwater supply (less than 50 feet deep) within 500 feet of the infiltration area? ❑ Yes or ❑ No
10. Is there a private groundwater supply within 100 feet of the infiltration area? ❑ Yes or ❑ No
11. Are there any SA classified waters within 100 feet of the infiltration area? ❑ Yes or ❑ No
12. Are there any non -SA classified waters within 50 feet of the infiltration area? ❑ Yes or ❑ No
13. Are there any surface water diversions (i.e., drainage ditches) within 25 feet of the infiltration area? ❑ Yes or ❑ No
14. Per the requirements in 15A NCAC 02H .0404(2l(7), how much green area is provided? ft2
15. Is the green area clearly delineated on the plans? ❑ Yes or ❑ No
16. Is the sprav infiltration wetted area within 200 feet of any adjoining properties? ❑ Yes, ❑ No or ❑ N/A
X. GROUNDWATER LOWERING SYSTEM DESIGN:
1. Does this project utilize a groundwater lowering system? ❑ Yes or ❑ No (If yes, complete Items X.2. through X.4.)
2. Is the groundwater lowering system: ❑ mechanically lowered (i.e., pumped) or ❑ gravity fed?
3. Where does the groundwater lowering drainage system discharge?
If the system mechanicallv lowers groundwater and discharges directly or indirectly (i.e., pond overflow) to surface waters,
wetlands and/or stormwater structures, provide the date the Applicant obtained written confirmation from the Water Quality
Regional Operations Section that operation of the groundwater lowering drainage system will not adversely affect surface
waters of the State. Submitted: & Received:
4. Groundwater lowering system design criteria:
Groundwater
Lowering System Design
Pipe diameter: in
Discharge rate:
Pipe material:
Method to measure discharge rate:
Pipe depth: ft
Number of pumps:
Pipe length: ft
Pump capacity:
Pipe slope (gravity -fed): %
Plan Sheet Reference:
Trench backfill material:
Specification Section:
16O
GPM TDH
FORM: HRIS 06-16 Page 12 of 13

Professional Engine ' CertiEication: 010,
1 l�v� attest that this application for
(Professional Engineer's name from Application Item Iit. 1.)
C-Vele-IL i�(141 77`:�7
(Facility name from Application Item 11.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications, engineering
calculations. and all other supporting documentation to the best of my knowledge. I farther attest that to the best of my knowledge the
proposed design has been prepared in accordance with this application package and its instructions, as well as all applicable regulations
and statutes. Although other professionals may have developed certain portions of this submittal package, inclusion of these materials
under my signature and seat signifies that I have reviewed this material and have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613. 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 525,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification per 15A NCACO2T.01
SEAL
V069
:V
SHG�.5/LOle,
off f I1�I,lA1 Nt����\`
n� V (Signature Authority's name & title from Applications Item 1 .)
(Facility name from .application Item 11.1.)
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that any discharge of wastewater
from this non -discharge system to surface waters or the land will result in an immediate enforcement action that may include civil
penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated.'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. 1 further certify
that the Applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without
proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any
active compliance schedule, and do not have any overdue annual fees per 15A NCAC 02T .0105(e).
NOTE = 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 Sl0;;z
civil penal ies up to $25,000 per violation.
Signature: - . Date:
FORM: HRIS 06-I6 Page 13 of 13

State of North Carolina,
Department of Environmental Quality
Division of Water Resources
NON -DISCHARGE WASTEWATER SYSTEM WAIVER
. . ............ ..... . .......... ,
A(;REEMENTTO WAIVE SETBACKS AS REQ11RED RV
15A NCA(�'02T.tl506(a),.0506(l)),.fluff 6(a), AND.0706(a)
Gottlieb (printed name), cortify tli�at I ain a deeded owner t-)r an
&Uh011zed agent of the property located at:
Address-, 285 Green View Road flarcel No8030-19-9824
. ............ . .
citv: Mo ck State: _1P , (xc:27_9.5,,8__ (ounty: .,C
-Y NC , Y­ c t
[:Ullhennore., I cerfiA/ that I ani authorized to nick e decisjoris regarding this propem,.' and that I do hereby
agree that the setback, distances cited below be granted to the Applicant/Permillee listed on the following
page,
I understand the setback requirements set forth in 15A NCAC 02T. For the parcel idientiricd above,
I consent to the following reduced setbacks:
Wastewater Irrivration/Infittration Setback to PrWertv Lines
The required setback of _ feet is reduced to _ feet, thereby alilo�wing wastewater effluent
irrigation or infiltration no closer than feet from my property line.
EJ Wastewater Irrieation/Infiltration Setback to Places of Assembly
The required setback of feet is reduced to _ feet, thereby allowing wastewater effluent
irrigation or infiltration no closer than I feet from my residence(s) or place(s) ofassembly.
Wastewater Treatment and Storage (Jnit Setback to Prorwrt-*' Lines
The required setback of e0 feet is reduced to 0, revi, thereby allowing the construction of
wastewater treatment and storage units no closer than 01 feet from my, property line.
Wastewater Treatment and Storai-ye LInit Setback to Places ofAssernbiv
The required setback of — feet is reduced to _ feet, thereby allowing the construction of
wastewater treatmeue#aJ st(;r ge units, no closer than feet from my residence or place of
assembly7
. . ..........
signawre. mm..Date:
Sandler Utilities at Mill, Run, LLC 'by Raymond Gottlieb, Manager
F'ORNt NLM�MV 112-20 Page I of 2

_.Appliciant/Permittee: Saindleir Utillities at Mill Run, LLC
ME28m
Virginia Beach
mffmmm���
Slate: VA Zip (ode: 23452 county: N/A
COMMONWEALTH OF VIRGINIA, CITY OF VIRCINIA BEACH
1, a Notary Public for City of Virginia Beach, Virginia, do hereby
certj(that 6Tb44(;,G, personally appeared before me this day and
acknowledged the due execution of the foregoing instrument.
Witness my hand and official seal, this the day of Fe,6rLAa4,,L-(
Cynthia,
SEAL
Notary Public
REG.# 213972 .5ignature of'Nolark, Puhliv
CommonWeafth of Virginia
My COMMIISSION EXPIRES O�CTOBER 31 20 . . . .. . ........ . At .y
Cince notarized, this fivni shall be recorded at the Register ol'Deeds in the county or counfies in
which the described properties are located, A copy of the recorded Nvaiver shall be sent to the
t'olllowing address:
Division ofWater ReSOLWUS
Non -Discharge Branch
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
FORM� NDIN'SAN' 12-20 Page 2 01`2

State of North Carolina
Department of Environmental Quality
Division of Water Resources
NON -DISCHARGE WASTEWATER SYSTEM WAIVER
AGREEMENT TO WAIVE SETBACKS AS REQUIRED BY
15A NCAC 02T .0506(a), .0506(b), .0606(a), .0706(a) AND .1006(a)
I, _Paasch Development, LLC_(printed name), certify that I am a deeded owner or an authorized
agent of the property located at:
Address: 109 Greenview Rd. Parcel No.: 0016000001A0000
City: Moyock State: NC Zip Code: 27958 County: Currituck
Furthermore, I certify that I am authorized to make decisions regarding this property, and that I do hereby
agree that the setback distances cited below be granted to the Applicant/Permittee listed on the following
page.
I understand the setback requirements set forth in 15A NCAC 02T. For the parcel identified above,
I consent to the following reduced setbacks:
❑ Wastewater Irri2ation/Infiltration Setback to Property Lines,
The required setback of feet is reduced to feet, thereby allowing wastewater effluent
irrigation or infiltration no closer than feet from my property line.
❑ Wastewater Irrieation/Infiltration Setback to Places of Assembler
The required setback of feet is reduced to feet, thereby allowing wastewater effluent
irrigation or infiltration no closer than feet from my residence(s) or place(s) of assembly.
® Wastewater Treatment and Stora ,e Unit Setback to ProOermty Lines
The required setback of 50 feet is reduced to 0 feet, thereby allowing the construction of
wastewater treatment and storage units no closer than 0 feet from my property line.
❑ Wastewater Treatment and Storage Unit Setback to _Places of Assembler
The required setback of feet is reduced to feet, thereby allowing the construction of
wastewater treatment and sto �e units no closer than feet from my residence or place of
assembly.
Signature: Date:
FORM: NDWSW 02-19 Page 1 of

Applicant/Permittee: Sanlder at Mill Run, LLC
Address: 287 Greenview Rd
City: Moyock
Permit No.: WQ0014306
Parcel No.: 0016000001 A0000
State: NC Zip Code: 27958 County: Currituck
NORTH CAROLINA, COUNTY
'
Pl 3 =a Notary Public for LI..111401-1 I_tw, County, North Carolina,
do hereby certify that, ° sU��� -�
f personally appeared before me this day
and acknowledged the due execution of the foregoing instrument.
Witness my hand and official seal, this the Z2 day of
SEAL
Y'
Srum ,....
William se IV
NOTARY PUBLIC
Currituck County
Northmission ExpiresnaJune 25,2025
my Commission
Caro ��.��o_�.,.,.m�...,.� .�..
Signature of Notary Public
r
My commission expires
Once notarized, this form shall be recorded at the Register of Deeds in the county or counties in
which the described properties are located. A copy of the recorded waiver shall be sent to the
following address:
Division of Water Resources
Non -Discharge Branch
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
FORM: NDWSW 03-17 Page 2 of 2

Eagle Creek WWTP Minor Modification
Currituck Water and Sewer, LLC
q�
sE"` = Project Narrative
17069 =
y ...........
.CQ��' {ZZ/ZaZG/
/;,,i►►►IIIIIIIII111O\ /
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 Background
Eagle Creek WWTP is in Currituck County and serves the Eagle Creek subdivision and is the
source of irrigation for the Eagle Creek Golf Club. The plant was recently permitted on August
4, 2021.
The wastewater treatment plant is permitted to accept 175,000-GPD. The plant produces non -
conjunctive reclaimed water and utilizes high -rate infiltration. The treatment plant currently
consists of:
• One 89,782-gallon flow equalization basin
o Two (2) 243-GPM pumps
o One 310-CFM blower
• Manual bar screen
• Flow splitter box.
• Two (2) 225,000-gallon aeration basins sections
o Section 1:
■ Aeration basin I: 175,000-gallons
■ Aeration basin III: 50,000-gallons
o Section 2:
■ Aeration basin II: 225,000-gallons
• One 148,250-gallon clarifier
• One 28,220-gallon clarifier
• One 37,000-gallon aerated sludge holding tank.
o Two (2) 1,000-CFM blowers
• One 15 cell travelling bridge filter with 135 square feet of area.
• Ultraviolet (UV) disinfection unit
o Two units (One per channel)
• One 30,080-gallon effluent dosing tank
o Two (2) 608-GPM
o High-water alarms
• 450 linear feet (LF) of 10-inch force main
• Stand-by generator with automatic transfer switch.
• Turbidimeter
• Flow meter.
• All associated piping, valves, controls, and appurtenances
Currituck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C. Project No.: C26202.00

The high -rate infiltration system currently consists of:
• One 5.5 million gallon (MG) high -rate infiltration basin (in lieu of a 5-day upset pond)
• All associated piping, valves, controls, and appurtenances.
The dedicated reclaimed water utilization system currentiv consists of:
• 7.431 million gallon (MG) wet weather storage/irrigation pond
• Approximately 112.25 acres of irrigation area (max disposal capacity: 262,625-GPD)
• All associated piping, valves, controls, and appurtenances.
Proposed Upgrades
Travelling Bridge Filter to Disk Filter
The existing travelling bridge filter is not functioning correctly. It is proposed that a refurbished
AuuaDisk Model No. ADFP-54x2E-PC be retrofitted in place of the existing travelling
bridle filter. Sizing was completed by Aqua -Aerobic Systems, Inc. to ensure that the disk filter
can handle the original permitted flow.
Disk Filter — Mechanical
The proposed disk filter shall be retrofitted to the plumbing for the travelling bridge filter coming
from the clarifier to the backwash/return tank, and to the pump house to be disinfected by the UV
units. The disk filter shall contain all features that can be found in the manufacture provided
specifications found in the Specifications section of this minor modification package.
Disk Filter — Electrical
The proposed disk filters' electrical requirements shall be reviewed by MacConnell &
Associates, P.C. electrical engineer, system operator, and filter manufacturer.
Currituck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C. Project No.: C26202.00
2

Eagle Creek WWTP Minor Modification
Currituck Water and Sewer, LLC
Registered Business Documentation
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]

(5)LIMITED LIABILITY COMPANY ANNUAL REPORT
1/s/zozz
NAME OF LIMITED LIABILITY COMPANY: Currituck Water and Sewer, LLC
Filing Office Use Only
SECRETARY OF STATE ID NUMBER: 1850613 STATE OF FORMATION: NC E - Filed Annual Report
1850613
REPORT FOR THE CALENDAR YEAR: 2022 3 30 2023 03:15
SECTION A: REGISTERED AGENT'S INFORMATION Changes
1. NAME OF REGISTERED AGENT: Forrest Firm, P.C.
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
3700 Glenwood Ave Ste 240 3700 Glenwood Ave Ste 240
Raleigh, NC 27612 Wake County Raleigh, NC 27612
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Public Utility
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS
4700 Homewood Court, Suite 108
Raleigh, NC 27609
5. PRINCIPAL OFFICE MAILING ADDRESS
4700 Homewood Court, Suite 108
Raleigh, NC 27609
6. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: Kenneth Raber NAME:
TITLE: Manager TITLE:
ADDRESS: ADDRESS:
NAME:
TITLE:
ADDRESS:
4700 Homewood Court, Suite 108
Raleigh, NC 27609
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
Kenneth Raber 3/30/2023
SIGNATURE DATE
Form must be signed by a Company Official listed under Section C of This form.
Kenneth Raber Manager
Print or Type Name of Company Official Print or Type Title of Company Official
This Annual Report has been filed electronically.
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525

Eagle Creek WWTP Minor Modification
Currituck Water and Sewer, LLC
Property Ownership Documentation
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]

BK 175.5 PG 755 - 7.58 (4) DOC# 388273
This Document eRecorded: 04/01/2024 09:53:33 AM
Tax: $500.00 Fee: $26.00
(:�x Currituck County, North Carolina
Y� Denise A. Hall, Register of Deeds
This certif that there are no delinquent taxes which the Currituck County Tax Collector is charged with collecting,
that are lien CO) the property described in this deed, as of the date of this certification.
Date: 04/01xOU24 Tax Collector/Deputy/Clerk: Deanna Spruill
Currituck Counl)Land Transfer Tax: 2500.00 County Excise Tax: 1985 Sessions Law Chapter 670 (HB 215)
O
NORTH CAROLINA
SPECIAL WARRANTY DEED
Excise Tax: $ Q5O-Cb "d
.7, 606, GD LaCJ,
Tax Map No.
Mail after recording to: GrantO
This instrument was prepared birantor
Brief description for the Index:
Recording Time, Book and Page
Parcel Identifier No. �D1 �C�l?Of! OODD
THIS SPECIAL WARRANTY DEEE8I made as of this e�R 7-1k day of January, 2024, by and
between Q�
GRANTOR GRANTEE
O
SANDLER UTILITIES AT MILL RUN, I1 C., CURRITUCK WATER AND SEWER, LLC,
a North Carolina limited liability company a North Carolina limited liability company
448 Viking Drive, Suite 220 4700 Homewood Court, Suite 108
Virginia Beach, VA 23452 Raleigh, NC 27609
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors,
and assigns, and shall include singular, plural, masculine, feminine or neuter as required by context.
6
WITNESSETH, that the Grantor, for valuable consideration pai0y the Grantee, the receipt of which is
hereby acknowledged, has and by these presents does grant, bares, sell and convey unto the Grantee
in fee simple, all that certain tract or parcel of land lying and being ^e Corulty of Currituck, and State
of North Carolina, in Moyock Township, and more particularly descYilbld as follows (the '`Proocrtv"):
1<>'
See Exhibit A which is attached hereto and incorporated ein by reference.
submitted electronically by "Equity Title Company, LLC"
in compliance with North Carolina statutes governing recordabledocuments
and the terms of the submitter agreement with the Currituck countygister of
0
lY
Deeds.
Book 1765 Page 755

BK 175.5 PG 755 - 7.58 (4) DOC# 388273
`�254, of the Currituck County Public Registry.
O
Jaip showing the above -described Property is recorded in Plat Cabinet F, pages 396 and 397, of the
ituck County Public Registry.
TO IE AND TO HOLD the aforesaid Property and all privileges and appurtenances thereto
belongiVto the Grantee in fee simple.
AND the Grantor covenants with the Grantee that Grantor has done nothing to impair such title as
Grantor receld, and Grantor will warrant and defend the title against the lawful claims of all persons
claiming by, uQer or through Grantor except for the exceptions hereinafter stated.
Title to the Prop is hereby conveyed subject to all valid and subsisting restrictions, reservations,
covenants, conditio rights of ways and easements properly of record, if any, and ad valorem taxes for
the current and subse�nt years.
(11
[SIGNATURE PAGE FOLLOWS]
2 ,6
O
Book 1765 Page 756

BK 175.5 PG 755 - 7.58 (4) DOC# 388273
,-�N WITNESS WHEREOF, the Grantor has hereunto set its hand and seal, or, if corporate, has caused
&s Special Warranty Deed to be executed by its duly authorized officer and its seal to be hereunto
aed, the day and year first above written.
SAitER UTILITIES AT MILL RUN, L.L.C.,
a Nor �rolina limited liability company
By:
Raymond'% Gottlieb, Manager
0
COMMONWEALTH OF VIRGINIA
CITY OF VIRGINIA BEACH
1, cynuL G ,65lv,,_ _ , a Notary Public in and for the City and State
aforesaid, do hereby certify that aymond L. Gottlieb, Manager of SANDLER UTILITIES AT MILL
RUN, L.L.C., a North Caroli ' nited liability company, has acknowledged that he voluntarily
executed the foregoing document -�s he purpose stated therein and in the capacity indicated.
le*
Witness my hand and official tOnp or seal, this the day of 20 .
e
Notary Public
0 My Commission Expires: 101311 Li
� Notary Registration No.: ?I Jg3.2
3
Cynthia G. Shank
Notary Public
REG. # 213972
Commonwealth of Virglnfa
MY COMMISSION EXPIRES OCTOBER 31, 2024
d
0
lY
Book 1765 Page 757

BK 175.5 PG 755 - 7.58 (4) DOC# 388273
Exhibit A
JCL` THAT certain tract or parcel of land identified as Tract 3 on the plat of Eagle Creek Exempt
Su ` "v*sion recorded in Plat Cabinet F, pages 396 and 397, in the Registry of Deeds of Currituck
CoNorth Carolina, together with Grantor's right, title and interest in any easements utilized by the
waste mtment and disposal facilities located on such real property which serve the Eagle Creek
Subdiviln, Moyock Middle School, and the Mill Run Golf & Country Club, in Currituck County,
North C4flna, including without limitation (i) any right, title and interest of Grantor in easements
established pu suant to that certain Master Declaration of Covenants, Conditions and Restrictions for
Eagle Creekalf Community recorded in Book 462 at page 725 in the Currituck County Public
Registry, as anQnded from time to time, and (ii) any right, title and interest of Grantor under that certain
Contract and A ement dated October 21, 1996, between Tate Terrace Realty Investors, Inc. and
Jernigan Enterpri attached to and amended by that certain Contract Addendum and Agreement
recorded in Book 4 t page 338 in the Currituck County Public Registry.
IT BEING the same�R6perty conveyed to the Grantor herein by Deed of Utility Property dated
December 28, 2000, given by Sandler at Mill Run, L.C., recorded in Book 512, Page 254, of the
Currituck County Public Registry.
SAC1ients13532100Monveyance Documents\)i g v8.docx
C^•
C•
4 6
O
Book 1765 Page 758

Eagle Creek WWTP Minor Modification
Currituck Water and Sewer, LLC
SEAL
17069
f 2
�
%''q � • .
.,��y ......ABC
Engineering Plans
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]

L AL
EXISTING PERMIT fi: WQ001 306
CURRITUCK COUNTY, NC
P OJ CT No. C26202-00
. r• � 44 `'' 4
O
SCHEDULE OF DRAWINGS:
oyock
_ 11 MOFRSE A�
}� COVER SHEET
Y 'p 15
C-101 EXISTING CONDITIONS / DEMO PLAN all
C-102 PROPOSED CONDITIONS
3
w C-103 DISK FILTER CUT SHEET AND SCHEMATIC
C-104 ELECTRICAL DETAILS °
Vill ell
' `s SITE
---
• • •i}i4 EagleIN
reek Gal
1' . ~ '"� iU1hl�: • 0'• Mlll Run Golf Club 9Ctub & G%ilk
Q • , .•
co
o • _
N ti
y
0
U
SITE
NN 4'id D • r, c BHdIe Ct
m :
U Grp
mow_
Z
0
y Fnrrran Ct
U
Q
VICINITY MAP a,C LOCATION MAP
z
::Associates... ..
P.Ce .. YwwCJ
.................
501 CASCADE POINTE LANE SUITE 103
o - 17Oi�9 � � - .... �
N �;.'FH�ttE=�•f= CARY, NORTH CAROLINA 27513
•, gk �o ; MAY 07 2024
P. O. BOX 129 REVISIONS w
LICENSE MORRISVILLE NORTH CAROLINA 27560 N0. DATE DESCRIPTION SHEET
N
PROJECT MANAGEMENT w
No. C-1039 TEL: [phone] FAX: [phone] Y
- COPYRIGHT © 2024
o
N CJ
CURRITUCK WATER & SEWER, LLC — EAGLE CREEK — WWTP MINOR MODIFICATION

NOTES
E
Q
co
N
V
N
O
N
0
Cz
75
Cz
m
TRAVELING BRIDGE FILTER
DISCONNECT AND REMOVE
PIPES FROM CLARIFIERS
EXISTING 8" D.I.P. CONNECTIONS TO CLARIFIERS
GRAPHIC SCALE: 1 " = 20'
0 10 20 40 60
1. SITE PLAN INFORMATION TAKEN FROM ORIGINAL PLAN
BY BISSELL PROFESSIONAL GROUP DATED 7-9-97
2. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF
ALL TRADES AND SUBCONTRACTORS. CONTRACTOR IS
ALSO RESPONSIBLE FOR FIELD VERIFYING DIMENSIONS,
ELEVATIONS, AND LOCATIONS OF ALL EXISTING
CONDITIONS AND UTILITIES.
3. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SOIL
EROSION AND SEDIMENTATION CONTROL REQUIREMENTS.
4. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE
OSHA, NCDOT AND SAFETY REQUIREMENTS.
5. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL
CONSTRUCTION DAMAGE EXPEDITIOUSLY AND AT NO
ADDITIONAL COST TO THE OWNER.
6. ANY ALTERATIONS TO THIS SYSTEM SHALL BE
PRE —APPROVED BY THE ENGINEER.
7. PROVIDE MINIMUM 100 FEET OF SEPARATION FROM ANY
WELL AND WASTEWATER TREATMENT SYSTEMS.
F_ l
PROJECT MANAGER
GSM
D RAW N BY:
JDH
,,5 �, w
�NCl
REVISIONS
DESCRIPTION
PROJECT ENGINEER:
CJT
CHECKED BY:
GSM
DATE:
MAY 07, 2024
1; 0
'`r
17069
��rrllrllilh�/(/
MacCONNELL
& Associates, P. C.
501 CASCADE POINTE LANE, SUITE 103
CARY, NORTH CAROLINA 27513
P.O. BOX 129
LICENSE MORRISVILLE, NORTH CAROLINA 27560
No. C-1039 TEL: [phone] FAX: [phone]
CURRITUCK
WATER & SEWER, LLC
EAGLE GREEK - WWTP
MINOR MODIFICATION
CURRITUCK COUNTY, NC
EXISTING CONDITIONS /
DEMO PLAN
PROJECT NUMBER
C26202.00
FITH-Ml Ill, rel 111, Ill u:
C-101
Z
O
Q
U
L�
O
O
Z
i
`L
W
W
U
W
J
O
U
J
J
W
w
V)
W
Q
Y
U
D
H
U
CURRITUCK WATER & SEWER, LLC — EAGLE CREEK — WWTP MINOR MODIFICATION

OF PLANT
E
Q
co
N
N
O
N
0
Cz
75
ro
Cz02
EX. BACKWASH RETURN TANK
I
EX. CONTROL PANEL
i
EX. 8"X8"X4" TEE
(ORIGINAL BACKFLOW PIPE)
(TO BE REMOVED)
CAP EX. 8" DIP
IRRIGATION POND
Q /
/ , o
CO
ANTI PAGE
COL R
/
FFF�UFvT FO
aH
NEW INFLUENT LINE
8" STEEL PIPE FROM CLARIFIERS TO NEW DISK FILTER
EX. 8" SCH. 80 PVC
(ORIGINAL OVERFLOW PIPE)
(TO BE REMOVED)
qq g 4
8"X8"X3" SCH. 80 PVC
REDUCING WYE O
® rr
°
3" SCH. 80 PVC � � I , ' � -'
BACKWASH PIPE��, 4
REFURBISHED ADFP-54X2E-PC
PACKAGE AQUADISK CLOTH ' °
MEDIA FILTER
4
NEW 8" SCH. 80 PVC
OVERFLOW PIPE
4
4 / °
4 4'
EX. CONC. PAD
I
NEW EFFLUENT LINE �� l
8" STEEL PIPE FROM DISC FILTER �LI
(CONNECT TO EX. 8"X8"X12" REDUCING TEE)
CONNECT NEW 1" PVC ELECTRICAL
CONDUIT TO EXISTING CONDUIT (RUN
NEW #12 COPPER WIRE AFTER
REMOVING EX. WIRING)
1 NEW DISC FILTER
C-102 1 "=5'
i
CURRITUCK WATER & SEWER, LLC - EAGLE CREEK - WWTP MINOR MODIFICATION
EX. 8" D.I.P.
REMOVED FROM
FORMER TRAVELING
BRIDGE FILTER
,--- NEW 1" PVC ELECTRICAL CONDUIT
EX. 8"DIP
(TO BE REMOVED)
CAP EX. 8"DIP
EX. 1" ELECTRICAL C(
(REMOVE EX WIRING)
12" D.I.P. TO UV DISINFECTION
EX. 8"X8"X12" REDUCING TEE
GRAPHIC SCALE: 1 " = 5'
0 5 10 15
'go
i OF \
FROM BACKWASH
RETURN TANK
/ CONNECT NEW 8" D.I.P. TO 12" X 8' REDUCER
EXISTING CLARIFIERS
12" INFLUENT PIPE
/ (SEE 2, C-102)
x 92 DIA. WASTEWATER / 6" GATE VALVE-
TREAMENT PLANT 12" X 2" REDUCER
/ 20' DIA. SURGE TANK BLOWER-_
CLARIFIER k ��
m/ �Q o SLUDGE
/ pi HOLDING
EQUALIZATION
TANK �� TANK
� 1 y PHASE I \
o/ B�p Z EQUALIZATION
lFOS> TANK \
��
AERATION III ,Z-� J� ��
0
q�kw 8' CHAIN LINK -
CONC.
PAD �RIFjfPID R , AY FENCE
/i2
TO HEAD OF PLANT „ p
AERATION II
16' GATE / CLARIFIER
ACKWASH / /
CONTROL PANEL
AERATION I TANK
i W/ ALARMS (TO R N TANK m� ' i PHASE I SLUDGE
TELEMETRY UNIT) C C. Q G HOLDING TANK
D
\\ °y
i i
\ \ \ Op o F % imco
1"p o� �2
A NEW DISC FILTER ,�� �C s�4" i00 �� J°i - !y 12�� O�y FREEZE -PROOF / v /
(SEE 1, C-102) o<p`,o�iT H.B. - ��NE i� ell
REDUCING TEE To��
12' X 8" WYE W/ i
2" ECLIPSE BLOW /
CLEANOUT FOR j OFF HYDRANT i
NEW 1 " PVC CONDUIT. TIE INTO TEMPORAY / ►
CO NN CTION 10" D.I.P.
EX. CONDUIT OR FIELD ROUTE_ INFLUENT/ / ,� �' s" GATE VALVE /
NEW CONDUIT
EQUIP80V PANEL.
BUILDING �, / F � FRS %' x— — % SLUDGE
L DG WASTING /
EX. 1" PVC CONDUIT.
REMOVE WIRING AND AND
RUN NEW #12 COPPER i w 16' GATE
WIRE TO EX. 480 VPL , EQUIPMENT
BUILDING
EXTEND EX. PVC CONDUIT
TO EX. 480V PANEL-, CHA ALVE
(SEE C-104) I BER4" VENT
6" THICK CONC. PAD F&
STANDBY GENER OR GRAVEL PARKING \
LIFT STATION��cj LOT
/ 2 "
AIRVAC TAN'KK
p�
V�f' 4' WIDE X 4" THICK i CONCRETE SiOEwALK
tz
!Qp2 FUTURE CONNECTION
8" PVC TO BLDG.
S, \ \
10" PVC VACUUM
Q; MAIN TO BLDG.
, 8"X8" TEE
(1) B"X6" REDUCER `�`���`UM
/ (1) 8" VALVE BOX Tf �,1,,y�N q1
(1) 6" VALVE BOX 1 O--
GRAPHIC SCALE: 1 " = 20'
0 10 20 40 60
1 PROPOSED CONNECTIONS TO EXISTING CLARIFIERS
C-102
NOTES
1. SEE C-101 FOR ALL GENERAL NOTES.
NO. DATE
PROJECT MANAGER
GSM
D RAW N BY:
JDH
REVISIONS
DESCRIPTION
PROJECT ENGINEER:
CJT
CHECKED BY:
GSM
DATE:
MAY 07, 2024
MacCONNELL
& Associates, P. C.
501 CASCADE POINTE LANE, SUITE 103
CARY, NORTH CAROLINA 27513
P.O. BOX 129
LICENSE MORRISVILLE, NORTH CAROLINA 27560
No. C-1039 TEL: [phone] FAX: [phone]
CURRITUCK
WATER & SEWER, LLC
EAGLE GREEK - WWTP
MINOR MODIFICATION
CURRITUCK COUNTY, NC
PROPOSED CONDITIONS
PROJECT NUMBER DRAWING NUMBER
C26202.00 C-102
CV
O
CV
U
a_
0
U

N
8 1 7 1
NOTES:
1. INSTALL ONLY THE PIPE PLUGS CALLED OUT ON THE BILL OF MATERIAL. ANY OTHER PLUGS AND CAPS MUST BE
REMOVED PRIOR TO SHIPPING.
2. USE SAFETY WIRE (ITEM 18) TO ATTACH VALVE LABEL TO EACH VALVE / ACTUATOR IN A VISIBLE LOCATION.
3. REFER TO EXPANDED BILL OF MATERIAL FOR MATERIAL, FINISH, AND CERTIFICATION.
4. REFER TO EP-10031 FOR LIFTING INSTRUCTIONS.
MAX LIFTING WEIGHT: 8400 LB
OPERATIONAL WEIGHT: 37300 LB
D
5. DURING ASSEMBLY, COMPLETE THE PACKAGE FILTER SHOP CHECK-OUT EP-10176.
6. USE THREAD PASTE ON ALL PIPE THREADS.
IN
0
i
B
u
12.0"
BACKWASH
RECIRCULATION
LINE
E
Q
v
N
N
O
N
0
0
Cz
CD
m 8 I 7
A
41.3" '
O \drip
f �
INFLUENT 150#
8" FLANGE
12.0"
2" BRONZE
3-WAY BALL VALVE
3" BRONZE
GATE VALVE
O
O
o �o
° p
1 II
N
N 1 MANUFACTURER'S CUT SHEET FOR DISC FILTER
C-103 NTS
o NEW DISC FILTER
a�
EX. BRIDGE FILTER
a
CONNECT WITH NEW
FLANGED ADAPTER BY
DRESSER, ROCKWELLM
ROMAC, OR EQUAL
C
Lu
w
Y44-
11.6"
PUMP SUCTION _
13.4"
PUMP DISCHARGE
6 1
ONEW 8" STEEL PIPE
5 1 4
�I Ik
_ O
- O
17
10
3 A 4 5 12
127.0" OVERALL LENGTH
120.0"
44.5"
�I
O III.. O
6
U
C
J
w
0
0
N
O � —
U
PIPE SUPPORT
N
N
EX. 8" STEEL PIPE
J 111 111 I I 1u tV tV tV tV tV to tV r I to tV tV tV ty 1u
U I 1
a�
'o
2 NEW PIPE FROM CLARIFIER TO DISC FILTER SCHEMATIC
NTS
N
"All
"A"
4
I 3
1
2 I
ITEM
QTY
PART NUMBER
DESCRIPTION
1
12
2962035
FRAME ASSY, ADF-54
2
12
2506166
RETAINER BAR- TABBED
3
12
2506165
RETAINER BAR- NOTCHED
4
12
2506164
BAR, CLOTH RETAINER, SIDE
"EXISTING COMPONENTS TO BE REUSED"
EFFLUENT 150#
8" FLANGE
i,
O
M
TANK DRAIN
OVERFLOW 150#
8" FLANGE
F_
20.0"
61.2"
84.0"
VI EW A -A
F_
1
MATERIAL DWG
POLYPROPYLENE Y
NORYL Y
NORYL Y
NORYL Y
I%'
IN
B
19
1
2609065
NAMEPLATE, AQUADISK
SINTRA
Y
18
4
2606360
SAFETY WIRE, .050 DIA
316 SS
-
17
1
999998J60105
PRESSURE TRANSDUCER INSTALLATION
-
Y
16
1
2606093
CAP, PIPE, THD, 2", 150#
304 SS
-
15
1
2607808
LABEL, BACKWASH VALVE #1
PLASTIC
Y
14
1
2607776
LABEL, SLUDGE VALVE
PLASTIC
Y
13
1
2607412
PIPE CAP, 3", 150#, THREADED
316L SS
-
12
1
2608355
LABEL, WARNING, CHAIN GUARD
-
-
11
2
2965563
VALVE & HOSE ASSY, 2" ELECTRIC BALL
-
Y
10
1
999998J60109
FLOAT ASSEMBLY
-
Y
9
1
999998J60107
BACKWASH SYSTEM ASSEMBLY, 2 DISK
-
Y
8
1
2606248
PIPE PLUG, NPT, SQ HD, 3"
304 SS
-
7
1
999998J60104
BW/ WASTE PUMP INSTL, 2 DISK, RH
-
Y
6
1
999998J60101
CONDUIT SYSTEM ASSEMBLY, 2 DISK
-
Y
5
1
999998J60106
ADJUSTABLE DRIVE SYSTEM ASSEMBLY
-
Y
4
12
TBD
FILTER CLOTH, TBD
-
-
3
1
999998J60103
CENTERTUBE INSTALLATION
-
Y
2
1
999998J60102
P/C B/W SUPPORT ASSY, ADP-2E RH
-
Y
1
1
999998J60200
TANK WELDMENT, 2 DISK, RH
A36
Y
ITEM
QTY
PART NUMBER
DESCRIPTION
MATERIAL
DWG
JOB NAME
REBUILD
A
JOB LOCATION
LOV =S PARK, IL
AQUA -AEROBIC SYSTEMS,
INC.
LESS y� }�% /�� �A�Metwat.rC—p-y
DO NOT ALIL DIMEONS ONS AIDE IN�NCHESS
SCALE FRACTIONAL DIMENSIONS +/- 1116
DRAWING ALLTWOPLACE DECIMALS +/-0010�
ALL THREE PLACE DECIMALS +/-0006
ALLANGLES +/-1/2°
ANSI
MATERIAL
SIMILAR TO
TYPE
A
R21595
2023-04-13 SAH
RELEASE TO PRODUCTION
DRAWN BY SAH DATE 2023-04-13
REV
ERN / ECO
DATE BY
REVISION DESCRIPTION
WEIGHT SHEET 1
OF 1
DRAWING NAME
DRAWING NUMBER
SIZE
TANK
ASSEMBLY, 2 DISK, RH
999998J60100
D
I 3
1
2 I
1
COPYRIGHT 2023 AQUA -AEROBIC SYSTEMS,
INC ALL RIGHTS RESERVED THIS DRAWING MAY NOT BE COPIED ALL OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF AQUA -AEROBIC
SYSTEMS, INC
CLARIFIERS
DISCONNECT EX. 8" STEEL PIPE AND
CONNECT NEW 8" STEEL PIPE (OR
RE -PURPOSE EX. PIPE WITH NEW
WELDS OR COUPLINGS BY DRESSER,
ROCKWELL, ROMAC OR EQUAL)
PIPE
SUPPORT
N
III to IV III IU 1,L
Ll
YOKED PIPE
STANCHION SADDLE
OR EQUAL
STAINLESS
STEEL
2" THREADED SCH. 40
STAINLESS STEEL PIPE
STEEL NUTS 3" X 2" SCH. 40 STEEL
(TYP. OF 8) PIPE THREADED REDUCER
w PAINTED 3" SCH.
�� 40 STEEL PIPE
STAINLESS > NON -SHRINK GROUT
STEEL PLATE
(10" X 10") THREADED STAINLESS STEEL
ANCHORS CAST IN CONCRETE
(SIZED APPROPRIATELY BY
GROUND LEVEL CONTRACTOR) (TYP. OF 4)
REINFORCED
CONCRETE n
FOUNDATION a i
(16" X 16") d. d
3'� 3.33"
f
16.0" NO. 14 REEBAR
(TYP. OF 4)
3 PIPE SUPPORT DETAIL
C-103 NTS
NOTES
1. SEE C-101 FOR ALL GENERAL NOTES. _
U
a_
0
0
REVISIONS
NO. DATE DESCRIPTION
PROJECT MANAGER: PROJECT ENGINEER:
GSM CJT
DRAWN BY: CHECKED BY:
JDH GSM
DATE:
MAY 07, 2024
1,511i 11111Q +
.- ac
I•
j7p69
a
°r1 �• mPC/Al
MacCONNELL
& Associates, P. C.
501 CASCADE POINTE LANE, SUITE 103
CARY, NORTH CAROLINA 27513
P.O. BOX 129
LICENSE MORRISVILLE, NORTH CAROLINA 27560
No. C-1039 TEL: [phone] FAX: [phone]
CURRITUCK z
0
WATER & SEWER, LLC
0
0
af
EAGLE GREEK — WWTP
MINOR MODIFICATION
I
`L
w
CURRITUCK COUNTY, NC w
I
J
DISC FILTER CUT SHEET w
AND SCHEMATIC w
W
Q
PROJECT NUMBER DRAWING NUMBER Y
U
C26202.00 C-103
U
CURRITUCK WATER & SEWER, LLC — EAGLE CREEK — WWTP MINOR MODIFICATION

CV
NOTES
8
I 7
1
6
1
5
+ 4 1
48OV, 3PH, 60HZ
L1 L2
Y
AY BY Cy GI
7hm III "from 111
1 1 I 1
L1 L2
10,
=
t21
;1oz
102
uR BREAKER
20A
122
P FU122A o FU122B
D
r
Li L2 L3
I r �— i —I 404
111
1 L2
103
-
I Mi40H 1 1 I
1/L1" Y�CIL 1> 2/T1
11
♦
t23
H1 H3 H2 H4
1 I
3 L2 ` H si " 4 T2 I
TS3
1
DRIVE
DONE
MOTOR
TCONTROLRANSFORMER
17h41 -m
�s1
m� TKVA3 12 2N
/ 1 / I
1 TS3
412 VAC
TS1 1243
X 1 X2
1 TS1
104
1
- 4oi3-->YxA I- - 6/T3
0.95
124
=
15/L3
I
TS3
RPM
1
��
25
1IUC
L-------J
TS3
C�
R ECOP
149
105
_
125
-
1251
to
®OM
5A
r4RECEPTACLEPOWER
AR CONDITIONER
TIO
106
-
� �.,�J�
}
1
126
"—�10AC
C�?6 1261
1261 1242N
I 1/LIMSIOH 2/T1 I
TS3
MTR106
to 115 to 116
-
13/L2" 4/T2 I
BACKWASH/WASTE
INPUT
POWER
107
IHYXI
1) _
TS3
VAC
2 HP
127
1 1
1271 1242N
15/134016--Hi-')CA 6/T3 I
-S3
1740 RPM
4A TS1
to 201,229 to 201
L�_ J
73
C
_ _ _
_
C 8 1 1�.1281
1242N
108
128
10A TS"1
to 230,301 to 301
TURBIDITYPOOWER
MON
C6L29 1 1
1291 1242N
109
129
- 2A TS 1
o 449 to 449
INSTRUMENT
POWER
CB 30
1301
110
130
-5AC
L N G
LINE �_
111
Y
131
ACTIVE TRACKING SUS 30
L1 L2
FILTER
to 121 to 121
Law
112
132
G L N
1 1
13
TS1
TS1
- ISO1
ALLEN BRADLEY
113
133
1766-L32AWAA
MODULE 0
B
MICROLOGIX
1341+ 1342-
AIR
CONTROLLER
}to 141
141
CONDITIONER
PLC 134
Lt
�to
114
AC114
1600STU
134
tF1
TS 1 VAC 0
m
3
115
4.5A
BLK(BRN)
1g1 4281
135
�131 N L�
1341+
1342-
TS1 from 126
TS1 NEU
TS2
TS2
WHT(BLU)
1==<GRN(G/Y)
1242N 1242N
TS1 126
G
° °
—1502
-
116
0
TS1
136
1 GND
+ + — —
24VDC
PWS135
-IS01 ��n
10OW
POWER
_
L N G SUPPLY
117
137
+24 UPPLY
I
C c7 1371
I
L
3A
118
138
-1S01
A
119
139
120
140
8
1 7
1
6
1
5
4 1
8
I 7
1
6
1
5
�% 4 1
1271
12A2N
1271
12A2N
ohm 127
from 127
Tfrom 220
from 220
201
221
PLC134
PLC134
202
0
222
0
D
AC COM 0
AC COM 3
203
MS403
�� I
134 14
2P1
DRIVE
TT
IND
IN 0 ® T20
223
2231 1 IN12 SOUDS Wl3STE
to TS1 IN 12 ® VALVE OPIF
f
IR II
o.O/o
I:0.0/12
„�`
S 4
DRIVE MOTOR
RUNNING
204
INTO pJiO
�S1
IN1
224
INP1713
to 41 4S1 VAOLVESCLLOS�ED
404.E
IN 1 ®1
IN 13 I:O.�%13
-
205
MS406
�
�1
IN2
225
261 IN14
3 614
BACKWASH(WASTE 7TS1
PUM�1M
IN 2 ®2 �20�r
�I
TS1 IN 14 1:0.�14
S 6 I
q�TE
G� PUMPNRUH�NG
206
IIA10. con M1
N3
226
FU226 2282
�
HIGH LEVEL
FS226 2�81 I�
407M TS1
IN 3 ®3
TS1
W'�C R TS1 IN 15 I:0.0/15
207
227
1F1 IN16
AC COM 1
TS1 IN 16 1:0.016
C
208
1
IN4
228
1 1 IN17
E
TS1
IN 4 ®4
S1 IN 17 1:0.017
c
209
G1
N5
®
229
11 IN18
PLC INPUT
POWER LOSS
N
N
TS1
IN 5
0.0/5
from 127 TS1 IN 18
I:0.0/ 18
m2101
210
2JQ1
IN6 BACKWASH
230
12gt t281 0 PLC OUTPUT
75
to 4 TS1
IN 6 ®6 �+ t
from 128 TS1 IN 19 1:0.19 POWER LOSS
40.
211
��
BACKWASH
yAL�
231
ALLEN BRADLEY
1762-IA8
CD
m
to 426 -TS1
IN 7 I:.07 CLOSEU
MODULE 1
vtICROLOGIX
m
8-P' DISCRETE INPUT
o
PLC232
0
0
212
0
232
:01 0
N
AC COM 2
TS1 IN 0
ID
N
U
0)
213
2 3
}
IN8
®
233
s 1:01 01
23�S1
B
IN 8
I:0.0/8
TS1 N 1
m
214
2}."41
IN9
®
234
2�
C1 a :01 0
TS1
IN 9
I:0.0/9
TS1 N 2
Q
a
215
2 1
I N 10
®
235
23�1
C
TS1
IN 10 I:0.0/10
TS1 IN 3
-
216
2p1
IN 1 1
®
236S1
3:01 0
U
m
TS1
IN 11 I:0.0 11
IN 4
C
m
w
217
237
237
C1
d
C
TS1 N 5
w
218
238
9 :01 0
0
TS1 N 6
0
N
o A
N
U219
239
TS1 IN 7 3:01 0
0
AC COM a
N
220
240
AC COM
Q
t0 221
to 221
1271
12-2N
8
1 7
1
6
1
5
4
2
1 PROVIDED CONTROL PANEL CONNECTED TO NEW DISC FILTER
o
C-104
N
CURRITUCK WATER
& SEWER, LLC —
EAGLE CREEK — WWTP MINOR MODIFICATION
3
1341+ 13A2-
from 133 "from 133
141
J
142
143
144 H
CB
145
146
147
148
149
150
151
152
153
to 321 ,to 321
1&7+ 13+2-
154
2 1 1
ALLEN BRADLEY
PONEER
.1
5A
2711P-T7C22D9P
PANELVIEW PLUS
OPERATOR INTERFACE
HM1143
5OW
POWER m
+ I m z
U U Z PH F8 8)+ -
PLC134
Cp PORT O
R
��gg
5 1 1 1 L J
Cow PORT 1
TS2 ' ISO2 148
F
COW PORr 2
ALLEN BRADLEY
ETHERNET SWITCH
ES147
3.4W
FD
144FDA
125
P lR 1 Ry'R1 PVM+-
5 ❑
- ISO2
SHEET SPECIFIC NOTES,
155
STANDARD WIRING NOTES PER INSTALLATION DRAWING 999998J60600
❑2
CONTROL PANEL ASSEMBLY PER DRAWING 99999BJ60700
156
NETWORK COMMUNICATION DIAGRAM PER DRAWING 99999BJ60910
F 4]
CONTROL PANEL TO BE UL 508A LISTED
157
3
3
3
0
R]
B
A
JOB NAME: A A- SYSTEMS
DO NOT
JOB LOCATId : RO
. F IL
AQUA -AEROBIC
SCALE SYSTEM, INC.
DRAWING
©P
R21570
203021 CT EASE
B -
IT��pF�
202-8-0P
30�
TYPE: ADFP-54X2E-PC
C C22565
2024-01-09 CTG ADDED ANALOG f Jjn Iw.Ffyl�y n4USES
— CTG 2023-04-06
REY ERN/ECO
DATE BV RED/ (J(frJ�[ �l ((f!J
WRA 1— ET
D 'IING NAME:
-.NG NUMBER: SCALE: SIZE:
DISK FILTER ELECTRICAL SCHEMATIC
999998J60800 NONE D
1
C.pyNM Syewnt MC Al PJ"RuxvM. Tlib D—g MW NM B•C AIU
In Penal TM E4.W P•nnlW°n OIM°aPeMk Syxbm,.lnc
1
2 I
241
242
2 1 CR302 2
243
r
RC -0R— —
TS1 TS1
DISABLED (CLOSED) WHEN
AN ALARM IS ACTIVATED
(FOR CUSTOMER USE)
L----------
244
245
246
247
248
249
250
251
252
253
254
255
SHEET SPECIFIC NOTES,
256
Fil
STANDARD WIRING NOTES PER INSTALLATION DRAWING 99999BJ60600
CONTROL PANEL ASSEMBLY PER DRAWING 99999BJ60700
257
31
NETWORK COMMUNICATION DIAGRAM PER DRAWING 99999BJ60910
❑4
CONTROL PANEL TO BE UL 508A LISTED
0
D
C
0-
B
A
JO %j�}� �r
NOCATIOR(1C:KFQ�U ILVSTEMS
��NOE AQUA -AEROBIC
JOB
SYSTEMS, INC.
DRAWING
©AN
A R21570 2023-02-21 CTG PRODUCTION RELEASE
N..Ha.,, SI
B - 2023-08-01 BLIP AS BUILT CHANGE
TYPE: ADFP-54X2E-PC
C C22585 2024-01-09 CTG ADDED ANALOG f.1 jjSJylnv
Y: CTG 2023-04-064
gtUSES
€V ERN / EC O DATE BY R 1'()N UL +(,7,((If j(f(J
�IG� IDDRATTE
DRAWING NAME:
DRAWING NUMBER SCALE: SIZE:
DISK FILTER ELECTRICAL SCHEMATIC
99999BJ60800 INONEI D
2,N�.IM.AINpNR,».nmb0. NM�NMIB.D.p�nAno,kPn.N�wM�P.�.kaAp.A«onk.z,
> PROVIDE BREAKER LABEL
PROVIDE BREAKER LABEL
1 EXISTING 480V BREAKER PANEL IN BUILDING
C-104
ql�
'+ -'
rY . J
IJ:Z�PII�I>t I:T>r1:iX:a�J I>�
PROVIDE BREAKER LABEL
PROVIDE BREAKER LABEL
PROVIDE BREAKER LABEL
PROVIDE BREAKER LABEL
PROVIDE BREAKER LABEL
1. CONTROL PANEL IS PROVIDED AND COMES ATTACHED =
TO DISC FILTER. of
2. ALL CONTROL PANELS SHALL HAVE ALL BREAKERS
LABELED APPROPRIATELY PER NEC. O
3. USE EXISTING 20 AMP BREAKER USED FOR BRIDGE
FILTER TO SERVICE NEW DISC FILTER.
REVISIONS
NO. DATE DESCRIPTION
PROJECT MANAGER: PROJECT ENGINEER:
GSM CJT
DRAWN BY: CHECKED BY:
JDH GSM
DATE:
MAY 07, 2024
,,iiiilklll! ++
H 04
I
-0 s
0 9
7
•G
,p0 +++,1l,rrl�� /
M/acCONNELL
& Associates, P. C.
501 CASCADE POINTE LANE, SUITE 103
CARY, NORTH CAROLINA 27513
P.O. BOX 129
LICENSE MORRISVILLE, NORTH CAROLINA 27560
No. C-1039 TEL: [phone] FAX: [phone]
CURRITUCK Z
WATER & SEWER, LLC
O
EAGLE GREEK - WWTP
MINOR MODIFICATION
I
`L
W
CURRITUCK COUNTY, NC w
.W
I
J
J
ELECTRICAL DETAILS w
N
Ir
w
Q
PROJECT NUMBER DRAWING NUMBER Y
U
C26202.00 C-104
U

Eagle Creek WWTP Minor Modification
Currituck Water and Sewer, LLC
0i111Mii11w-,\\\
Specifications
Z�
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
Description
DETAILED SPECIFICATIONS
DIVISION 1
Section 01000
Section 01025
Section 01060
Section 01205
Section 01340
Section 01705
GENERAL REQUIREMENTS
Summary of Work
Measurement & Payment
Standards & Materials
Procedures & Quality Control
Submittals
Project Close -Out
DIVISION 2 SITE WORK
Section 02100 Site Preparation & Earthwork
Section 02420 Fertilizing, Seeding, & Mulching
DIVISION 3 CONCRETE WORK
This Division is not used.
DIVISION 4 MASONRY
This Division is not used.
DIVISION 5 METALS
This Division is not used.
DIVISION 6 WOOD AND PLASTICS
This Division is not used.
DIVISION 7 THERMAL AND MOISTURE PROTECTION
This Division is not used.
DIVISION 8 DOORS AND WINDOWS
This Division is not used.
DIVISION 9 FINISHES
This Division is not used.
DIVISION 10 SPECIALTIES
This Division is not used.
DIVISION 11 EQUIPMENT
Section 11401 Disk Filter Assembly
Currituck Water and Serer, LLC
Wastewater System Plant Minor Modification
MacConnell & Associates, P.0 , Project No.: C26202.00
Paue Number
01000-1
01025-1
01060-1
01205-1
01340-1
01705-1
02100-1
02420-1
11401-1
Table of Contents
TOC-1

DIVISION 12 FURNISHINGS
This Division is not used.
DIVISION 13 SPECIAL CONSTRUCTION
Section 13300 Instrumentation and Controls 13300-1
DIVISION 14 CONVEYING SYSTEMS
This Division is not used.
DIVISION 15
MECHANICAL
Section 15060
Pipe and Pipe Fittings
15060-1
Section 15079
Pipe Accessories
15079-1
Section 15100
Valves and Related Appurtenances
15100-1
DIVISION 16
ELECTRICAL
Section 16010
General Requirements - Electrical
16010-1
Section 16020
Codes and Standards
16020-1
Section 16051
Nameplates
16051-1
Section 16110
Raceways and Fittings
16110-1
Section 16123
Wire and Cable - 600 Volts and Below
16123-1
Section 16130
Outlet Boxes, Junction and Pull Boxes, and Wireways
16130-1
Section 16140
Wiring Devices
16140-1
Section 16160
Circuit Breakers
16160-1
Section 16181
Fuses
16181-1
Section 16190
Electrical Supporting Devices
16190-
Section 16205
Automatic Transfer Switch
16205-1
Section 16441
Disconnect Switches - Heavy Duty
16441-1
Section 16450
Grounding and Bonding
16450-1
Section 16460
Specialty Transformers
16460-1
Section 16470
Power Distribution Panelboard
16470-1
Section 16480
Motor Control Equipment
16480-1
Section 16902
Electric Relays
16902-1
END OF TABLE OF CONTENTS
Currituck Water and Serer, LLC Table of Contents
Wastewater System Plant Minor Modification
MacConnell & Associates, P.0 , Project No.: C26202.00 TOC-2

SECTION 01000
SUMMARY OF WORK
PART 1 - GENERAL
1.01 Description of Work
A. Work shall involve the on -site system described below.
B. The project work associated with the Minor Modification application shall be
completed prior to April 26, 2024. This project includes the retrofit of a new disk
filter.
1.02 Principal Items of Work
A. Included, but not limited thereto, as principal items of work under the Minor
Modification Contract, are:
1. Clearing and grubbing of areas where construction of the on -site wastewater
treatment and disposal system components is to take place.
2. Fertilization, seeding, and mulching of all areas disturbed by this construction and
as shown on the Contract Drawings.
3. Completion of electrical work as outlined in "Division 16 - Electrical" of these
Contract Specifications.
4. All other items required for a complete and operating wastewater treatment and
irrigation system.
B. Technical specifications for the Minor Modification Contract are contained herein in
Divisions 1 through 16. All work shown on the Contract Drawings is covered by the
Minor Modification Contract.
1.03 Construction Sequence
A. Contractor's Schedule: Client is coordinating with contractor and disk filter
manufacturer.
PART 2 - PRODUCTS
This part is not used.
CUrritUck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates. P.C., Project No.: C26202.00
Summary of Work
01000-1

PART 3 - EXECUTION
This part is not used.
END OF SECTION 01000
CUrritUck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates. P.C., Project No.: C26202.00
Summary of Work
01000-2

SECTION 01025
MEASUREMENT & PAYMENT
PART 1 - GENERAL
1.01 General
A. Payment for all work accomplished under the Minor Modification Contract shall be on
the basis of the lump sum prices, as stated in the Proposal and established by the
schedule of values.
PART 2 - PRODUCTS
This Part is not used.
PART 3 - EXECUTION
This Part is not used.
END OF SECTION 01025
CUrritUCk Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates. P.C., Project No.: C26202.00
Measurement & Payment
01025-1

SECTION 01060
STANDARDS & MATERIALS
PART 1 - GENERAL
1.01 Standards and Regulations
A. Industry Standards: Referenced standards of the construction industry shall have the
same force and effect on performance of the work as if copied directly into Contract
Documents or bound and published therewith.
1. Standards referenced in Contract Documents or in governing regulations have
precedence over non -referenced standards, insofar as different standards may
contain overlapping or conflicting requirements.
2. Comply with standards in effect as of date of Contract Documents, unless otherwise
indicated.
PART 2 - PRODUCTS
2.01 Products, Materials, and Equipment
A. General:
1. Where possible, provide the entire required quantity of each generic product,
material, or equipment from a single source and, where not possible to do so, match
separate procurements as closely as possible.
2. To the extent that the selection process is under the Contractor's control, provide
compatible products, materials, and equipment.
3. Where available and complying with the requirements of the Contract Documents,
provide standard products which have been used previously and successfully in
similar- applications and which are recommended by the manufacturer for the
applications indicated.
B. Product Selections: Comply with the following for selection of products, materials,
and equipment as specified in the Contract Specifications:
1. Two or More Products Named: Selection from the named products is the
Contractor's option, provided his selection complies with the requirements.
CUrritUck Water and Sewer, LLC Standards & Materials
Wastewater Treatment Plant Minor Modification
MacConnell & Associates. P.C., Project No.: C26202.00 01060-1

2. "Or Equal" Clause: Provide named product which complies with the requirements
or, to select and use an unnamed product, complies with the requirements for
gaining approval as an acceptable substitute.
3. Substitutions: Requests by the Contractor for product substitutions will be
considered when reasonable, timely, fully -documented, and qualifying under one
(1) or more of following circumstances:
a. The substitute is related to an "or equal" or similar provision in Contract
Documents.
b. The required product cannot be supplied in time for compliance with contract
time requirements.
c. A substantial advantage is offered to the Owner after deducting offsetting
disadvantages including delays, additional compensation to the Engineer for
redesign, investigation, evaluation and other necessary services, and similar
considerations.
C. Nameplates: Provide and locate in conspicuous places permanent nameplates on
equipment containing suitable information and operational data. Provide nameplates
on all exposed pipework. Provide valve tags for all exposed valves.
PART 3 - EXECUTION
3.01 Submittals
A. When requesting acceptance for product and/or equipment substitutions, the Contractor
shall submit to the Engineer for review full documentation of the substitution including:
product data, samples where appropriate, detailed performance comparisons and
evaluations, testing, laboratory reports where applicable, coordination information for
effect on other work and time schedule, cost information for proposed change order,
Contractor's general certification of recommended substitution, and similar information
germane to the project circumstances.
3.02 Installation
A. Comply with manufacturer's instructions and recommendations. Anchor all equipment
securely in place, accurately located and aligned with other work. Clean and protect to
ensure that products, materials, and equipment will be free from damage and
deterioration until the time of final project acceptance.
END OF SECTION 01060
CUrritUCk Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates. P.C., Project No.: C26202.00
Standards & Materials
01060-2

SECTION 01205
PROCEDURES & QUALITY CONTROL
PART 1 - GENERAL
1.01 Quality Control
A. Testing Wastewater Systems:
1. Testing of disk filter shall be performed after engineer approves system retrofit has
been adequately completed.
B. Testing Electrical and Instrumentation/Control Equipment:
1. Testing of electric motor and motor starters shall be performed by the Contractor
in the presence of the Engineer, as set forth in Division 16.
2. Testing and operational verification of all electrical equipment and
instrumentation/control loops shall be performed by the Contractor in the presence
of the Engineer, as set forth in Division 16.
PART 2 - PRODUCTS
This Part is not used.
PART 3 - EXECUTION
This Part is not used.
END OF SECTION 01205
Currituck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates. P.C., Project No.: C26202.00
Procedures & Quality Control
01205-1

SECTION 01340
SUBMITTALS
PART 1 - GENERAL
1.01 Submittals
A. Refer to the General and Supplemental General Conditions of these Contract
Specifications about submittal guidelines specific for all Construction Contracts
awarded for this project.
B. As a minimum, the following items shall be submitted to the Engineer for review at the
times indicated:
1. Construction Schedule: Before the date of the pre -construction conference.
2. Schedule of Values: Before submission of the first estimate.
3. Shop Drawinizs: Before work on indicated item is begun.
4. Certification of Materials: Before delivery of indicated item.
C. The following items shall be submitted to the Engineer as required:
1. Estimates for Partial Pavment: Monthly, if work performed.
2. Sales Tax Renorts: Submit with each estimate.
3. Insurance Renewal Certificates: As original certificate expires.
4. Written Progress Summate of Proiect Work: Daily.
D. The following shall be submitted to the Engineer before project close-out:
1. Product Warranties: Two (2) executed copies.
2. Operation and Maintenance Manuals: See applicable sections of these Contract
Specifications for specific requirements.
3. Equipment Spare Parts: See applicable sections of these Contract Specifications
for specific requirements.
4. Record Drawines: New full-sized mark-up prints plus original mark-up prints.
Currituck Water and Sewer, LLC Submittals
Wastewater Treatment Plant Minor Modification
MacConnell & Associates. P.C., Project No.: C26202.00 01340-1

5. Estimate for Final Payment: Submit with release of liens, consent of surety, hold
harmless statements, warranty statements, final sales tax reports, and any additional
close-out documents required by the Owner and Engineer.
PART 2 - PRODUCTS
This Part is not used.
PART 3 - EXECUTION
This Part is not used.
END OF SECTION 01340
CUrritUCk Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates. P.C., Project No.: C26202.00
Submittals
01340-2

SECTION 01705
PROJECT CLOSE-OUT
PART 1 - GENERAL
1.01 General
A. Refer to the General and Supplemental General Conditions of these Contract
Specifications for more information with respect to close-out procedures for all
Construction Contracts awarded for this project (if used).
1. Required submittals are discussed in "Section 01340 -Submittals" of these Contract
Specifications.
B. The provisions of this section apply primarily to close-out of actual physical work, not
to administrative matters such as final payment and transfer of insurance.
1.02 Record Documentation
A. Record Drawings: Maintain a complete set of blue/black-line prints of the Contract
Drawings and shop drawings for record mark-up purposes throughout the progress of
construction. Mark-up/red-line these copies of the drawings during the course of the
work to show changes and actual installation conditions. These mark-ups shall be
sufficient to form a complete record for the Owner's and Engineer's purposes. Give
particular attention to work which will be concealed, difficult to measure and record at
a later date, and work which may require servicing or replacement during the life of the
project work. Bind prints into manageable sets, with durable paper covers, and
appropriately labeled, and submit them to the Engineer when construction is complete.
B. Maintenance Manuals: Provide three (3)-ring vinyl -covered binders, properly
identified and indexed, containing required maintenance manuals. These manuals shall
include operating and maintenance instructions from the particular manufacturer, as
well as be extended to cover emergencies, spare parts, warranties, inspection
procedures, diagrams, safety, security, and similar appropriate data for all equipment.
C. Inspection Procedures: Upon receipt of Contractor's written request, Engineer will
either proceed with inspection or advise the Contractor of prerequisites not fulfilled.
Following an initial inspection, the Engineer will either prepare a Certificate of
Substantial Completion or advise the Contractor of work which must be performed
prior to issuance of the certificate. The inspection shall then be repeated by the
Engineer when requested and assured that work has been substantially completed.
Results of the completed inspection will form an initial "punch list" for final
acceptance. Except for extenuating circumstances, the Contractor shall have a
Currituck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates. P.C., Project No.: C26202.00
Project Close -Out
01705-1

maximum of 30 calendar days during which to complete all "punch list" work, per the
Supplemental General Conditions of these Contract Specifications.
1.03 Procedures at Final Acceptance
A. Inspection Procedures: Upon receipt of Contractor's written notice that work, except
incomplete items delayed because of acceptable circumstances, has been completed the
Engineer will inspect work. Upon completion of the inspection, the Engineer will
either recommend final acceptance and final payment or advise the Contractor of work
not completed and/or obligations not fulfilled as required for final acceptance. If
necessary, this procedure will be repeated.
B. Reinsnection Procedures: Upon receipt of Contractor's written notice that work has
been completed, including punch list items resulting from earlier inspections and
except incomplete items delayed because of acceptable circumstances, the Engineer
will reinspect work. Upon completion of the reinspection, the Engineer will either
recommend final acceptance and final payment or advise the Contractor of work not
completed and/or obligations not fulfilled as required for final acceptance. If
necessary, this procedure will be repeated.
PART 2 - PRODUCTS
This Part is not used.
PART 3 - EXECUTION
This Part is not used.
END OF SECTION 01705
Currituck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates. P.C., Project No.: C26202.00
Project Close -Out
01705-2

SECTION 02100
SITE PREPARATION & EARTHWORK
PART 1 - GENERAL
1.01 Scope
A. Work Included: Work under this section consists of the provision of all plant, labor,
and material to perform all site preparation as indicated herein and/or shown on the
Contract Drawings. The work shall include, but is not limited to, the following:
1. Clearing and grubbing.
2. Topsoil.
3. Excavation.
4. Dewatering for structures.
5. Use of explosives.
6. Protection of existing utilities.
7. Filling and backfilling.
8. Borrow or Fill material.
9. Soil testing.
10. Maintenance and stability.
11. Grading.
12. Disposal of surplus material.
B. Site Insoection: The Contractor shall examine the site to determine the extent of
removals, grubbing, excavation, rough grading, and related items necessary to
complete work shown in the Contract Drawings and/or specified herein.
1. The Contractor shall notify the Engineer prior to initiating any clearing and/or
grubbing work in the areas proposed for the wastewater disposal fields (i.e., both
initial and repair).
Currituck Water and Sewer, LLC Site Preparation & Earthwork
Wastewater Treatment Plant Minor Modification
MacConnell & Associates. P.C., Project No.: C26202.00 02100-1

a. These areas shall be inspected by both the Engineer and a representative of the
Local Health Department or North Carolina Department of Environmental
Quality following the clearing and grubbing activities (if required), before
further construction work associated with the Wastewater Contract occurs.
PART 2 - MATERIALS
This Part is not used.
PART 3 - EXECUTION
3.01 Clearing and Grubbing
A. General Areas:
1. The entire area around the existing travelling bridge filter, unless otherwise noted
or where property line permits, shall be cleared and grubbed of all debris.
2. Roots, matted roots, stumps, and other vegetable matter shall be removed to 12
inches below existing ground.
3. The cleared and grubbed material shall be removed from the construction site and
disposed of by the Contractor at his expense.
3.02 Topsoil
A. Materials from excavations and other disturbed areas suitable for topsoil shall be
removed to an average depth of six (6) inches and deposited in piles separate from other
excavated material. Piles of topsoil shall be located so that the material can be used
readily for the finished surface grading and shall be protected and maintained until
needed.
B. After completion of filling, backfilling, and grading, topsoil shall be spread uniformly
to a depth of not less than four (4) inches over the entire disturbed area. Topsoil shall
be compacted lightly in an approved manner. The finished surface shall be in
conformity with the lines, grades, and cross -sections shown on the Contract Drawings,
as well as free from dips, bumps, and irregularities in alignment.
C. The Contractor shall maintain finished surfaces by preserving, protecting, and
replacing topsoil as necessary to maintain it in satisfactory condition until work
described under "Section 02420 - Fertilizing, Seeding, and Mulching" of the Contract
Specifications is begun or the area is otherwise accepted under the Construction
Contract.
Currituck Water and Sewer, LLC Site Preparation & Earthwork
Wastewater Treatment Plant Minor Modification
MacConnell & Associates. P.C., Project No.: C26202.00 02100-2

3.03 Excavations
A. General:
1. All excavation shall be made as close to the actual finished lines as possible.
Excavation shall be suitably shored, braced, or side -sloped in order to prevent
danger to persons or structures, injurious slides or cave-ins, or erosion. Shoring,
bracing, and sheeting, except as otherwise noted, shall be removed as the
excavations are backfilled in a manner so as to prevent injurious caving.
2. Excavations shall be kept free of water while construction therein is in progress.
3. Furnish, erect, and maintain the required guards and railing at all exposed
boundaries of all excavation.
B. For Pipe Trenches:
1. Excavate trenches to true line and grade as shown on the Contract Drawings, except
where field adjustments are necessary to avoid other underground utilities. All
alignment changes shall be subject to the Engineer's approval.
2. Accomplish trench excavation with equipment suitable for this type of service. If
backhoes or drag lines are used, the size of bucket must be such that the width of
trench excavated is compatible with the diameter of pipe to be installed.
3. Construct sides of the trench as near vertical as possible, taking into consideration
the type of soil encountered, applicable safety requirements, and the width of area
in which the lines are installed. Operations resulting in wide top dimensions
sloping directly to the pipe shall not be permitted. Trench width from a point one
(1) foot above the crown of the pipe to the bed of the trench shall not exceed the
diameter of the pipe bell plus 12 inches on each side of the bell unless special
permission of the Engineer is secured.
4. Excavate the bottom of the trench to assure a firm bearing support uniformly
throughout the length of the pipe. Excavate a space under and around each bell to
relieve it of any load. Blocking under the barrel or bell will not be permitted.
Where ground water conditions are encountered, the Engineer may require
dewatering equipment to be provided.
5. Remove rock or boulders encountered in the bottom of the trench to a depth six (6)
inches below the grade of the pipe. Place a suitable tamped foundation of earth
material to bring the bottom of the trench to proper sub -grade over rock or boulders.
Currituck Water and Sewer, LLC Site Preparation & Earthwork
Wastewater Treatment Plant Minor Modification
MacConnell & Associates. P.C., Project No.: C26202.00 02100-3

6. When unstable conditions are encountered at the invert elevation of the pipe and
dewatering or similar measures will not prevent or cure this condition, suitable
stabilization material shall be placed in the trench.
7. When pipe laying is not in progress, plug the open end of the pipe to prevent entry
of water, dirt, tools, or other foreign matter into the pipeline. Do not use the pipe
as a means of carrying groundwater away from the work area.
3.04 Use of Explosives
A. The use of explosives shall not be permitted. In the event that undiggable rock is
encountered, the Contractor shall notify the Engineer and submit a proposal to remove
the rock. All such work shall be included in the Bid Price.
3.05 Protection of Existing Utilities
A. The Contractor shall exercise extreme care to avoid damage to existing utilities during
the conduct of the new construction. A thorough investigation of the site should be
conducted prior to commencing work.
B. All damage to existing utilities shall be repaired immediately at no additional cost to
the Owner.
3.06 Filling and Backfilling
A. General: All fill and backfill shall be free from roots, wood scrap material, and other
vegetable matter and refuse. Fill and backfill shall be placed in layers not more than
eight (8) inches thick, loose except as specified otherwise herein, and each layer shall
be compacted thoroughly and evenly.
B. Concrete Slabs and Pavements: Except where otherwise indicated, fill and/or backfill
under concrete slabs shall be compacted to not less than 95 percent of the maximum
density at optimum moisture content, as determined by ASTM D 2167 (Modified
Proctor Method).
C. For Pipe Trenches: Fill and backfill, unless otherwise noted, shall be compacted to at
least 90 percent of the maximum density at optimum moisture content, as determined
by ASTM D 2167 (Modified Proctor Method).
3.07 Borrow or Fill Material
A. Borrow or fill shall be used, if needed, at no extra cost to the Owner.
Currituck Water and Sewer, LLC Site Preparation & Earthwork
Wastewater Treatment Plant Minor Modification
MacConnell & Associates. P.C., Project No.: C26202.00 02100-4

3.08 Maintenance and Stability
A. The Contractor shall be responsible for the stability and maintenance of all
embankments made under the Construction Contract until final acceptance of the entire
project. Embankments shall be maintained to the grade and cross-section indicated on
the Contract Drawings. Any portions requiring replacement due to displacement and/or
damage shall be replaced at the Contractor's expense.
3.09 Disposal of Surplus Material
A. Surplus material not required for completion of the construction work or unsuitable for
filling, backfilling, and/or grading shall be disposed of at the Contractor's expense in
an approved spoil area and in accordance with local ordinances.
END OF SECTION 02100
Currituck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates. P.C., Project No.: C26202.00
Site Preparation & Earthwork
02100-5

SECTION 02420
FERTILIZING, SEEDING, & MULCHING
PART 1 - GENERAL
1.01 Summary of Work
A. Permanent Seeding: Permanent seeding is required for all areas disturbed by
construction, except for areas covered by structures, pavements, etc.
B. Temt)orary Seedina: Temporary seeding is required for those areas disturbed by
construction and left exposed for periods of 30 days or more before being brought to
final grade and permanently seeded.
1.02 Quality Assurance
A. The general provisions of the Contract, including the General and Supplementary
Conditions (if used) and General Requirements (if any) apply to the work specified in
this section.
B. Codes and Standards: In general, follow procedures and guidelines published by the
Soil Conservation Service of the United States Department of Agriculture.
END OF SECTION 02420
Shumville Farms Development Partners, LLC
Wastewater System
MacConnell & Associates. P.C., Project No.: A95803.00
Fertilization, Seeding, & Mulching
02420-1

SECTION 11401
DISK FILTER ASSEMBLY
PART 1 - GENERAL
1.01 Description of Work
A. This section provides specification requirements for a manufacturer provided disk filter
assembly to be installed as shown in the contract drawings and per manufacturer
requirements/recommendations.
1. The disk filter shall be capable of treating at least 350,000 gallons per day of
wastewater flow.
2. The disk filter shall be in accordance with the manufacturers' recommendations
and as shown on the plans.
1.02 Submittals
A. The following equipment data shall be submitted to the Engineer for record drawing
review:
1. A list of materials used to retrofit existing travelling bridge filter plumbing.
2. Manufacturer's specifications, fully dimensioned and detailed drawings, and other
data to ensure compliance with the specified requirements.
3. Manufacturer's recommended installation, operation, and maintenance procedures.
4. Manufacturer's standard equipment warranty.
PART 2 -PRODUCTS
2.01 Effluent Filter Assembly
A. The effluent filter assembly shall consist of the following components:
1. All components of this filter have been provided by the manufacturer, please review
their specifications and equipment documentation.
CurriWck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates. P.C., Project No.: C26202.00
Disk Filter Assembly
11401-1

PART 3 - EXECUTION
3.01 General
A. Verify that the location is ready to receive work and the dimensions are as indicated on
the Contract Drawings.
B. Installation shall be in compliance with manufacturer's instructions, drawings and
recommendations.
C. Contractor shall be responsible for verifying that system is operational and fully
functional in its intended use.
END OF SECTION 11401
CUrritUCk Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates. P.C., Project No.: C26202.00
Disk Filter Assembly
11401-2

§jF,;)A%qVN*1
TO: ELJ Inc.
AQUA-AEROBIC SYSTEMS, INC.
A Metawater Company
133 Batting Cage Trail
Jacksonville
North Carolina 28540
USA
Proposal#: 174860
PROJECT: EAGLE CREEK WWTP, NC
ATN: Ed Jones Jr.
CC: Heyward Incorporated / ph#: 704/583-2305 / fx#: 704/583-2900
Tim Bishop
File
PROPOSAL DATE: March 19, 2024
The following Notes apply to Aqua -Aerobic Systems' proposal:
- We are pleased to quote, for acceptance within 30 days of this date, prices and terms on goods listed below.
- Equipment will be furnished by Aqua -Aerobic Systems, Inc. with unloading of goods, civil work, and
installation by the Buyer.
- The proposal is for the supply of (1) Refurbished ADFP54X2E-PC package AquaDisk Cloth Media Filter.
Cloth Media Filters
AquaDisk Tanks/Basins
'I Refurbished AquaDisk Model # ADFP-54x2E-PC Package Filter Painted Steel Tank(s) consisting of:
- 2 disk tank(s) will be refurbished, painted steel, estimated dry weight is 8,400 lbs., and estimated operating
weight is 27,500 lbs. The tank will be painted with paint manufactured by Sherwin Williams or Tnemec.
- Refurbished 304 stainless steel effluent seal plate weldment(s).
AquaDisk Centertube Assemblies
'I Centertube Assembly(ies) consisting of:
- Refurbished 304 stainless steel centertube weldment(s).
- U.H.M.W. polyethylene multimsegment driven sprocket(s).
- Dual wheel carrier assembly(ies).
- Refurbished rider wheel bracket assembly(ies).
- Refurbished 304 stainless steel effluent seal plate weldment(s).
- Centertube end support bearing kit(s).
- Viton V ring effluent port\centertube seal(s).
- Refurbished Disk segment 304 stainless steel support rods.
- Media sealing gaskets.
- Pile cloth media and non -corrosive support frame assemblies.
'I Cloth set(s) will have the following feature:
- Cloth will be chlorine resistant.
AquaDisk Drive Assemblies
1 Drive System Assembly(ies) consisting of:
- Gearbox(es) with three phase 1/2 HP drive motor(s).
-Acetal drive chain(s) with 304 stainless steel link pins.
6306 N. Alpine Rd. LcVe's Park, IL 61111-7655 p 815,654.2501 f 815.054.2508 www.aq!jaaerobic.cnm
Copyright 2024, Aqua -Aerobic Systems, Inc Printed: March 19, 2024 Page 1 of 7

PROPOSAL DATE: March 19, 2024 Proposal#: 174860
- Refurbished Chain guard weldment(s).
- Warning label(s).
- Refurbished Adjustable drive bracket weldment(s).
- Refurbished Stationary drive bracket weldment(s).
- Nylon drive sprocket(s).
AauaDisk Backwash/Sludae Assemblies
1 External Piping Assembly(ies) consisting of:
- 2" flexible hose.
1 Backwash Hose Assembly(ies) consisting of:
- 3.75" O.D. high pressure hose.
- 0 to 15 psi pressure gauge(s).
- Vacuum Gauge - 0 to 30" Hg.
- Vacuum transducer(s).
1 Backwash Support Assembly(ies) consisting of:
- Refurbished 304 stainless steel backwash support weldment(s).
1 Backwash System Assembly(ies) consisting of:
- 304 stainless steel backwash nozzles.
- 304 stainless steel backwash collection manifold(s).
- PVC threaded union(s).
- PVC sludge collection manifold(s).
- Nylon combination nipple(s).
- Stainless steel backwash nozzle springs.
- 1 1/2" flexible hose.
- 2" flexible hose.
- Stainless steel hose clamps.
'.. AO—UA-AEROBIC
SYSTEMS, INC.
•,. - A E amJ v,r
1 Backwash Pump Installation(s) consisting of:
- Gorman Rupp model 12B20-B, 2HP, premium efficient, 3 phase externally mounted centrifugal
backwash/waste pump(s).
- Bronze throttling gate valve(s).
- 2" bronze 3 way ball valve(s).
AauaDisk Instrumentation
1 Pressure Transducer Assembly(ies) consisting of:
- Pressure transducer(s).
- 304 stainless steel probe mounting bracket(s).
- Float switch(es).
AauaDisk Valves
1 Set(s) of Backwash Valve(s) consisting of:
- 2" full port, three piece, ASTM A351 Grade CF8M stainless steel body ball valve(s), grooved end
connections with single phase electric actuator(s). Valve / actuator combination shall be manufactured by TCI
/ RCI (RCI, a division of Rotork).
1 Sludge Valve(s) consisting of:
- 2" full port, three piece, ASTM A351 Grade CF8M stainless steel body ball valve(s), grooved end
connections with single phase electric actuator(s). Valve / actuator combination shall be manufactured by TCI
/ RCI (RCI, a division of Rotork).
AauaDisk Controls w/Starters
6306 N. Alpine Rd. LoVe's Park, IL 61111-7655 p 815,654.2501 f 815.054.2508 www.aggaaerobic.com
Copyright 2024, Aqua -Aerobic Systems, Inc Printed: March 19, 2024 Page 2 of 7

PROPOSAL DATE: March 19, 2024
1 Control Panel Accessories consisting of:
- PVC conduit and fittings.
1 Control Panel(s) consisting of:
- NEMA4X 304 stainless steel enclosure(s).
- Circuit breaker with handle.
- 2 KVA Transformer(s).
- Fuses and fuse blocks.
- Single phase circuit breaker(s).
- Line filter(s).
- GFI convenience outlet(s).
- Control relay(s).
- Selector switch(es).
- Indicating pilot light(s).
- MicroLogix 1400 PLC(s).
- Ethernet switch(es).
- PanelView Plus 7 7" color touch screen display(s).
- Power supply(ies).
- Motor starter(s).
- Terminal blocks.
- UL label(s).
-Air conditioner(s).
- HMI Suncover
AquaDisk Enaineerinq
oral#: 174860 I :_ AO_UA-AEROBIC
Pro
p / i SYSTEMS, INC.
•,. - A E anj v,r
1 Set(s) Documentation for the AquaDisk will be provided as described:
- Operation & Maintenance Manuals (English language) in electronic format.
AquaDisk Sunervision/Freiaht Domestic
1 Start Up Services and Freight Package(s) for the AquaDisk will be provided as follows:
- Start Up of Refurbished Filter Unit
- Freight to Jobsite
The Following Mechanical and/or Electrical Notes apply to Aqua -Aerobic Systems' Proposal:
- Valve and line sizes are to be verified by the engineer based on actual line losses.
- Filter flow hydraulics and plant's capability to handle the intermittent backwash flow is to be confirmed by the
purchaser/purchaser's consulting engineer.
- All terminating flanges, valves, etc. will be provided in STANDARD U.S.A. MEASURE. Provisions for
conversion from U.S.A. measure to metric measure is the responsibility of the installing contractor/purchaser.
- Motors quoted are direct -on-line start, unless otherwise noted. If Wye start delta run, wire connected, or other
special motors are required, this must be clearly stated at time of order. In the event the requirement for a
special motor affects the delivery or price quoted, you will be notified at the time of order acceptance.
- Motors and Controls are designed based on 3 phase 460 volt power being available.
The Following Notes apply to Aqua -Aerobic Systems' Proposal:
SCOPE OF SUPPLY
This proposal is predicated on the use of the following refurbished components:
- Tank
- Cloth Frame
- Centertube
- Seal Plate Weldment
- Pillow Block Bearing
6306 N. Alpine Rd. LcVe's Park, IL 61111-7655 p 815,654.2501 f 815.054.2508 www.aggaaerobic.com
Copyright 2024, Aqua -Aerobic Systems, Inc Printed: March 19, 2024 Page 3 of 7

PROPOSAL DATE: March 19, 2024
- Wheel Brackets
- Retainer Rods
- Backwash Support Assy
- Drive Mounting Brackets
- Chain Guard Weldment
- Float Switch Bracket
- Transducer Mounting Bracket
- Backwash Nozzle Housing Weldment
- PVC Sludge Removal Manifold
oral#: 174860 I :_ AO_UA-AEROBIC
Pro
P / i SYSTEMS, INC.
•,. - A E anJ v,r
SCHEDULE: We expect shipment of equipment (transit time excluded) to be approximately 4-8 business weeks
after receipt of purchase order with mutually acceptable terms and conditions, subject to credit approval.
- Schedule changes due to supply chain disruption may impact the above quoted times. Aqua -Aerobic
Systems will advise if/when any such disruption applies.
F.O.B. JOBSITE; TITLE AND RISK OF LOSS: All prices and all shipments of goods are F.O.B. Moyock, NC.
is the responsibility of the Buyer to unload shipments and utilizing the packing list and bill of lading provided
with the shipment notate shortages/damages upon receipt of the shipments and notify Aqua -Aerobic in writing
within 7 days of the shortages/damages to facilitate filing of a freight claim. Delivery of the goods sold
hereunder by the carrier shall be deemed delivery to Buyer, and upon such delivery, title to such goods and
risk of loss or damage shall be upon Buyer.
TAXES: State and/or local taxes are not included in the price but will be charged unless we receive a valid
sales exemption certificate, direct pay permit, or other documentation required specifically by the taxing entity
prior to shipment.
PAYMENT TERMS: Subject to credit approval and guarantee of payment, payment Net 30 days from date of
each shipment; no retainage allowed.
TRADEMARKS: Aqua -Jet® Surface Mechanical Aerator, Aqua -Jet II® Contained Flow Aerator, AquaDDM®
Direct -drive Mixer, TurboStar® Directional Mixer, ThermoFlo® Surface Spray Cooler, Endura® Series Limited
Maintenance Product, OxyMix® Pure Oxygen Mixer, OxyStar® Aspirating Aerator, TurboSta® Directional
Mixer, rFold-a-Float® Self -deploying Segmented Float, SAF-T Float® Safe Accessible Float Technology,
Aqua MixAir® Aeration System, AquaCAM-DE) Combination Aerator/Mixer/Decanter, AquaSBR® Sequencing
Batch Reactor, Aqua MSBR® Modified Sequencing Batch Reactor, AquaPASS® Phased Activated Sludge
System, Aqua BioMax® Dual Treatment System, AquaEnsureO Ballast Decanter, Aqua EnduraTubeO
Fine -bubble Tube Diffuser, Aqua EnduraDisc® Fine -bubble Disk Diffuser, Aqua CB-240 Coarse -bubble
Diffuser, AquaDisk® Cloth Media Filter, AquaDiamond® Cloth Media Filter, AquaDrum® Cloth Media Filter,
Aqua MiniDisk® Cloth Media Filter, Aqua MegaDisk® Cloth Media Filter, AquaPrimeO Cloth Media Filter,
AquaStorm® Cloth Media Filter, OptiComb® Backwash System, OptiFiber® Cloth Filtration Media, OptiFiber
PES-130 Cloth Filtration Media, OptiFiber PA2-130 Cloth Filtration Media, OptiFiber PES-140 Cloth
Filtration Media, OptiFiber PF-140 Cloth Filtration Media, OptiFiber UFS-90 Cloth Filtration Media, Trust the
Tag® OptiFiber® Service Mark, AquaABF® Automatic Backwash Filter, AquaMBO Multiple Barrier Membrane
System, Aqua -Aerobic® MBR Membrane Bioreactor System, Aqua MultiBore® Membranes, Aqua Multibore®
C-Series Ceramic Membranes, Aqua Multibore® P-Series Polymeric Membranes, Aqua ElectrOzone® Ozone
Generation System, IntelliPro® Monitoring and Control System, AquaPRSTM PFAS Removal System,
AquaPR-206TM PFAS Removal System, Aqua -Aerobic®, and the Aqua -Aerobic Corporate logo artwork are
registered trademarks or pending trademarks of Aqua -Aerobic Systems, Inc. Nereda®, AquaNereda® Aerobic
Granular Sludge Technology, and the AquaNereda Product logo artwork are a registered trademark of Royal
HaskoningDHV. All other products and services mentioned are trademarks of their respective owners.
6306 N. Alpine Rd. Love's Park, IL 61111-7655 p 815,654.2501 f 815.054.2508 www.aquaaerobic.com
Copyright 2024, Aqua -Aerobic Systems, Inc Printed: March 19, 2024 Page 4 of 7

PROPOSAL DATE: March 19, 2024
oral#: 174860 I :_ AO_UA-AEROBIC
Pro
P / i SYSTEMS, INC.
•. - A Ah RJwN­ Cninp.o.,
GOODS QUOTED ABOVE WILL BE SOLD SUBJECT ONLY TO THE TERMS AND CONDITIONS OF SALE SET
FORTH HEREIN. ANY DIFFERENT OR ADDITIONAL TERMS ARE HEREBY OBJECTED TO.
Total Price: $188.500
6306 N. Alpine Rd. Love's Park, IL 61111-7655 p 815,654.2501 f 815.054.2508 www.aq!jaaerobic.com
Copyright 2024, Aqua -Aerobic Systems, Inc Printed: March 19, 2024 Page 5 of 7

PROPOSAL DATE: March 19, 2024 Pro osal#: 174860 ACZiJ TEEMS, S INC.P '�� SYSTEMS, C
A ALdJwN r Ccmp"
TERMS AND CONDITIONS OF AQUA -AEROBIC SYSTEMS, INC. (A Metawater Company)
Page I of 2
This offer and all of the goods and sales of Aqua -Aerobic Systems, Inc. are subject only to the lollowing terms and conditions. The acceptance of any
order resulting from this proposal is based on the express condition that the Buyer agrees to all the terms and conditions herein contained. Any terms
and conditions in any order, which are in addition to or inconsistent with the following, shall not be binding upon Aqua -Aerobic Systems, Inc. This
proposal and any contract resulting therefrom, shall be governed by and construed in accordance with the laws of the State of Illinois, without regard
to conflicts of laws principles.
PAYMENT
Unless specifically stated otherwise, quoted terms are Net 30 Days from shipping date. Past -due charges are 1.5%per month and will apply only on
any past -due balance. Aqua -Aerobic Systems, Inc. does not allow retainage of any invoice amount, unless authorized in writing by an authorized
representative of our Loves Park, Illinois office.
DURATION OF QUOTATION
This proposal of Aqua -Aerobic Systems, Inc. shall in no event be effective more than 30 days from date thereof, unless specifically stated otherwise,
and is subject to change at any time prior to acceptance.
SHIPMENT
Shipping dates are not a guarantee of a particular day of shipment and are approximate, being based upon present production information, and are
subject to change per the production schedules existing at time of receipt of purchase order. Aqua -Aerobic Systems, Inc. shall not be responsible for
any delay in shipment for causes beyond its control including, but not limited to, war, riots, strikes, labor trouble causing interruption of work fires,
other casualties, transportation delays, modification of order, any act of governmental authorities or acts of God. Quoted shipment dates in this
proposal are approximate dates goods will be shipped and, unless agreed to in writing by Aqua -Aerobic Systems, Inc., Buyer may not postpone or
delay the dates of shipment of goods from our plant or from our supplier's plants beyond the dates set forth in this proposal.
TITLE AND RISK OF LOSS
All prices and all shipments of goods are F.O.B. Aqua -Aerobic Systems, Inc.'s plant at Loves Park, Illinois unless specifically stated otherwise.
Delivery of the goods sold hereunder to the carrier shall be deemed delivery to the Buyer, and upon such delivery, title to such goods and risk ofloss
or damage shall be upon Buyer.
TAXES
Prices quoted do not include any taxes, customs duties, or import fees. Buyer shall pay any and all use, sales, privilege or other tax or customs duties
or import fees levied by any governmental authority with respect to the sale or transportation of any goods covered hereby. If Aqua -Aerobic Systems,
Inc. is required by any taxing authority to collect or to pay any such tax, duty or fee, the Buyer shall be separately billed at such time for the amounts
Aqua -Aerobic Systems, Inc. is required to pay.
INSURANCE
Unless the goods are sold on a CIF basis, the Buyer shall provide marine insurance for all risks, including war and general coverage.
SECURITY
If at any time the financial responsibility of the Buyer becomes unsatisfactory to Aqua -Aerobic Systems, Inc., or Aqua -Aerobic Systems, Inc.
otherwise deems itself insecure as to receipt of full payment of the purchase price from Buyer hereunder, Aqua -Aerobic Systems, Inc. reserves the
right to require payment in advance or security or guarantee satisfactory to Aqua -Aerobic Systems, Inc. of payment in full of the purchase price.
LIMITATION OF ACTION
No action shall be brought against Aqua -Aerobic Systems, Inc. for any breach of its contract of sale more than two years after the accrual of the cause
of action thereof, and, in no event, unless the Buyer shall first have given written notice to Aqua -Aerobic Systems. Inc., of any claim of breach of
contract within 30 days after the discovery thereof.
CANCELLATION CLAUSE
No acceptance of this proposal, by purchase order or otherwise, may be modified except by'"ritten consent of Aqua-Aerohic Systems, Inc. nor may it
be cancelled except by prior payment to Aqua-Acrobic Systems, Inc. the following sums as liquidated damages therefore: 1) If cancellation is prior to
commencement of production and prior to fire assumption of any obligations by Aqua -Aerobic Systems, Inc. for any materials or component parts, a
sum equal to 15% of the total purchase price; 2) If cancellation is after the commencement of production or after fire assumption of any obligations by
Aqua -Aerobic Systems, Inc. for any materials or component parts, a sun equal to the total of the direct, out-of-pocket expenses incurred to die date of
cancellation for labor, machine time, materials and any charges made to us by suppliers for cancellation, plus 300/..of the total purchase price. All
charges and expenses shall be as determined by Aqua -Aerobic Systems, Inc. In the event any items are used by Aqua -Aerobic Systems, Inc. to fill a
subsequent order, then upon receipt of payment for such order, Aqua -Aerobic Systems, Inc. shall pay the Buyer a sum equal to the direct out-of-
pocket expenses previously charged and received from Buyer.
PROPRIETARY INFORMATION
This proposal, including all descriptive data, drawings, material, information and know-how disclosed by Aqua -Aerobic Systems, Inc. to Buyer in
relation hereto is confidential information intended solely for the confidential use of Buyer, shall remain the property of Aqua -Aerobic Systems, Inc.
and shall not be disclosed or otherwise used to the disadvantage or detriment of Aqua -Aerobic Systems, Inc. in any manner.
6306 N. Alpine Rd. Love's Park, IL 61111-7655 p 815,654.2501 f 815.054.2508 www.agpaaerobic.com
Copyright 2024, Aqua -Aerobic Systems, Inc Printed: March 19, 2024 Page 6 of 7

IC
PROPOSAL DATE: March 19, 2024 Pro osal#: 174860 ARU TEEMS, Ip '�� SYSTEMS. INC.NC
A ALdJwN­ Ccmp3ry
TERIAIS AND CONDITIONS OF AQUA -AEROBIC SYSTEMS, INC. (A Metawater Company)
Page 2 of 2
QUALIFIED ACCEPTANCE AND INDEMNITY
In the event the acceptance of this proposal by Buyer either is contingent upon or subject to the approval by any third party such as, but not limited to,
a consulting engineer, with respect to goods, parts, materials, descriptive data, drawings, calculations, or anv other matter, then upon such approval by
any third party, Aqua-Acrobic Svstems, Inc. shall have no liability to Buyer or to any third party so long as the goods sold and delivered by Aqua -
Aerobic Systems, Inc. conform to this proposal. In the event any such third party requires modifications in die proposal prior to die approval thereof,
Aqua -Aerobic Systems, Inc. may at its sole option and without liability to any party elect to cancel this proposal or return the purchase order to Buyer.
In the event Aqua -Aerobic Systems, Inc. elects to modify this proposal to conform to the requirements for approval by any third party, Aqua -Aerobic
Systems, Inc. in such event shall have no liability to Buyer or to any third party so long as the goods sold and delivered by Aqua -Aerobic Systems,
Inc. conform to this proposal as modified.
Buyer agrees to indemnify and save harmless Aqua -Aerobic Systems, Inc. from and against all costs and expenses and liability of anv kind
whatsoever arising out of or in connection with claims by third parties so long as the goods sold hereunder conform to the requirements of this
proposal as approved by any third party.
NARRANTY; LIMITATION OF LIABILITY; AND DISCLAIMER
In return for purchase and full payment for Aqua -Aerobic Systems, Inc. goods, we warrant new goods provided by us to be free Isom defects in
materials and workmanship under normal conditions and use for a period of one year from the date the goods are put into service, or eighteen months
from date of shipment (whichever first occurs). If the goods include an "l ;ndura Series" motor, the complete Fndura Series unit shall be warranted by
Aqua -Aerobic to be free from defects in materials and workmanship under normal conditions and use for three years from the date the product is put
into service or 42 months from the date of shipment (whichever occurs first).
OUR OBLIGATION UNDER THIS WARRANTY IS EXPRESSLYAND EXCLUSIVELY LIMITED to replacing or repairing (at our factory
at Loves Park, Illinois) any part or parts returned to our factory with transportation charges prepaid, and which our examination shal I show to have
been defective. Prior to return of any goods or its parts to our factory, Buyer shall notify Aqua -Aerobic Systems, Inc. of claimed defect, and Aqua -
Aerobic Svstems, Inc. shall have the privilege of examining the goods at Buyer's place of business at or where the goods have otherwise been placed
in service. In the event this examination discloses no defect, Buyer shall have no authority to return the goods or parts to our factory for the further
examination or repair. All goods or parts shall be returned to Ruver, F.O.R. Loves Park, Illinois. This warranty shall not apply to any goods or part
which has been repaired or altered outside our factory, or applied, operated or installed contrary to our instruction, or subjected to misuse, chemical
attack/degradation, negligence or accident. This warranty and any warranty and guaranty of process or performance shall no longer be applicable or
valid if any product, including any software program, supplied by Aqua -Aerobic Systems, Inc., is modified or altered without the written approval of
Aqua -Aerobic Systems, Inc. Our warranty on accessories and component parts not manufactured by us is expressly limited to that of the manufacturer
thereof.
THE FOREGOING WARRANTY IS IAfADE IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, AND OF
ALL OTHER LIABILITIES AND OBLIGATIONS ON OUR PART, INCLUDING ANY LIABILITY FOR NEGLIGENCE,
STRICT LIABILITY, OR OTHERWISE; AND ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS
FOR A PARTICULAR PURPOSE IS EXPRESSLY DISCLAIMED; AND WE EXPRESSLY DENY THE RIGHT OF ANY
OTHER PERSON TO INCUR OR ASSUME FOR US ANY OTHER LIABILITY IN CONNECTION WITH THE SALE OF
ANY GOODS PROVIDED BY US. THERE ARE NO WARRANTIES OR GUARANTEES OF PERFORMANCE UNLESS
SPECIFICALLY STATED OTHERWISE.
UNDER NO CIRCUMSTANCES, INCLUDING ANY CLAIM OF NEGLIGENCE, STRICT LIABILITY, OR OTHERWISE,
SHALL AQUA -AEROBIC SYSTEMS, INC. BE LIABLE FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES,
COSTS OF CONNECTING, DISCONNECTING, OR ANY LOSS OR DAMAGE RESULTING FROM A DEFECT IN THE
GOODS. LIMIT OF LIABILITY: AQUA -AEROBIC SYSTEMS, INC.'S TOTAL LIABILITY UNDER THE ABOVE
WARRANTY IS LIMITED TO THE REPAIR OR REPLACEMENT OF ANY DEFECTIVE PART. THE REMEDIES SET
FORTH HEREIN ARE EXCLUSIVE, AND OUR LIABILITY WITH RESPECT TO ANY CONTRACT OR SALE, OR
ANYTHING DONE IN CONNECTION THEREWITH, WHETHER IN CONTRACT, IN TORT, UNDER ANY
WARRANTY, OR OTHERWISE, SHALL NOT, IN ANY CASE, EXCEED THE PRICE OF THE GOODS UPON WHICH
SUCH LIABILITY IS BASED.
Final acceptance of this proposal must be given to Aqua -Aerobic Systems, Inc. at their office in Loves Park, Illinois. Please
acknowledge acceptance by signing the proposal and returning it to Aqua -Aerobic Systems, Inc.
Accepted by: Offer Respectfully Submitted,
Company: t14&"4z11_
By: Date: Miichaela Villarreal, Senior Aftermarket Sales Representative
Aqua -Aerobic Systems, Inc.
6306 N. Alpine Rd. Love's Park, IL 61111-7655 p 815,654.2501 f 815.054.2508 www.aquaaerobic.com
Copyright 2024, Aqua -Aerobic Systems, Inc Printed: March 19, 2024 Page 7 of 7

SECTION 13300
INSTRUMENTATION & CONTROLS
PART 1 - GENERAL
1.01 Summary of Work
A. Provision of Instrumentation Equipment and Wiring:
1. The extent of the instrumentation and control system is indicated on the Contract
Drawings and described in these Contract Specifications.
2. This is for a complete and operation system and all items required for such shall be
provided at no additional cost whether specified or not.
1.02 Related Work
A. Instrumentation and controls not included in this specification include:
1. "Section 11401 —Disk Filter Assembly"
2. "Division 16 - Electrical."
1.03 Quality Assurance
A. Instrumentation items to comply with recommended practices of Instrumentation
Society of America (ISA) for performance and Underwriters' Laboratories, Inc. (UL)
standards for specific atmospheric applications. Enclosures to comply with National
Electrical Manufacturers' Association (NEMA) standards for the specific application.
B. Accuracv: The system includes primary elements, transmitters, signal circuits,
receivers, and shall meet the following criteria over an ambient temperature range of
between 0 and 120 degrees Fahrenheit.
1. Level: 1.0 percent of full scale.
1.04 Submittals
A. Submit the following information to the Engineer for approval prior to commencing
Contract Work:
1. A functional schematic, conforming in style and nomenclature to ISA-55.1,
showing all control processes.
Currituck Water and Sewer, LLC Instrumentation & Controls
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C., Project No.: C26202.00 13300-1

2. The ISA Certificate of Conformance for each like instrument.
3. Wiring diagrams showing point-to-point terminations for each item in each control
loop.
4. Panel layouts with panel wiring and/or piping diagrams with Bill of Materials
indicating the manufacturer and catalog numbers of the components used in the
wiring diagram.
5. Elementary, ladder type wiring diagrams for control wiring involving relays,
control switches, motor starters, and pilot lights (no duplicate wire numbers shall
be used in wiring diagrams).
6. Conduit schedule.
7. Specifications, drawings, cut sheets, and other applicable information for all
instruments to be provided.
PART 2 — PRODUCTS
2.01 General
A. The Contractor shall furnish all labor, materials, tools, equipment, and perform all work
and services necessary for or incidental to the furnishing and installation of all
operational instrumentation and controls for all the pumps, valves, and ultraviolet units
associated with the wastewater treatment and disposal system for the project, as shown
on Contract Drawings, and as specified herein.
B. The required work consists of, but is not necessarily limited to:
1. Furnishing, installing, and coordinating all instrumentation and controls for the
wastewater system serving Subdivision, as shown on the Contract Drawings and
specified herein.
C. Although such work is not specifically shown or specified, all supplementary or
miscellaneous items, appurtenances, and devices incidental to or necessary for a sound,
secure, complete, and compatible installation shall be furnished and installed as part of
the Contract Work.
D. Coordinate instrumentation equipment with other applicable sections to complete the
instrumentation and control system, complete with interconnecting wiring diagrams
(point-to-point) for connecting other equipment. Instrumentation and control include
metering, sensing, status indication, alarm, interlocking, switching, and miscellaneous
components required for control of process and operation variables.
Currituck Water and Sewer, LLC Instrumentation & Controls
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C., Project No.: C26202.00 13300-2

E. Start-Ub Services: Employ and pay for the services of manufacturer's or supplier's
certified field service representative to:
1. Inspect equipment covered by these Contract Specifications.
2. Adjust, calibrate, check, and commission the instrumentation/control system.
3. Conduct the initial start-up of equipment, perform basic operational checks, as well
as verify system operation in accordance with quality standards of this specification
section.
4. Provide Owner with a written statement that manufacturer's equipment has been
installed, commissioned, and calibrated properly and is ready for operation by the
Owner. Secure the manufacturer's certification that each control loop functions as
required.
5. Provide operation and maintenance manuals and review the manuals orally with the
Owner's personnel to the extent needed to assure warranty compliance and
complete familiarization with correct operating and maintenance requirements of
the equipment. Instruction of operators is incidental to start-up and warranty
compliance. Multiple formal training sessions or significant time over and above
normal start-up will not be required.
6. All control panels in the Eagle Creek WWTP shall be NEMA 4X or an approved
product by engineer.
2.02 Electronic Equipment Environmental Protection
A. Provide all printed circuit boards with "Humiseal" conformal coating, covering all
components on both sides of board except adjustable components. Gold plate edge
connectors on circuit board and socket contacts. Install thermostatically controlled
condensation protection heaters in all enclosures housing electronic equipment. All
control panels shall be Type NEMA 4X.
2.03 Installation
A. Furnish and install instrumentation in accordance with the highest standards recognized
in the industry, in full accordance with ISA standards, and in accordance with all
manufacturer's recommendations and instructions.
B. Ensure that installation, calibration, and commissioning of instrumentation elements
are fully recognized and authorized by manufacturers. Pleas of ignorance on the part
of the Contractor will not be permitted relative to installer qualifications and factory
authorization.
Currituck Water and Sewer, LLC Instrumentation & Controls
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C., Project No.: C26202.00 13300-3

C. In addition to installation of equipment, provide the following:
1. Equipment Calibration and Commission: Calibrate and commission control loops
from primary element to final control element or another device.
a. Calibration includes simulating the control signal at the input terminals of
various control loop elements proportional to the range of process variables
being measured. Set the zero and span of all control elements to conform with
the simulated input signal.
b. Commissioning includes written verification that elements of control loops
function throughout the specified range. Provide all commission documents.
2. Test Equipment: Provide equipment for calibration of control loops which is
certified by NBS. Equipment certification will be provided upon request.
3. Equipment Start -Up: Tune control loops to provide straight line control under
dynamic conditions. Control loops must meet Owner's approval before Contract
Work will be considered complete. Verify in writing that control loops are
operating as specified.
2.04 Control Components
A. Control components (e.g., pushbutton switches, selector switches, and indicating
lights) shall be NEMA-rated, heavy duty, oil tight except, and be uniform for new
equipment.
2.05 Instrumentation Wire and Cable
A. The Contractor shall furnish and install all instrumentation cable and control wire
required for the indicated and specified instrumentation and control systems. Unless
indicated otherwise, install all cable and wire in rigid schedule 80 PVC conduit.
1. Provide American Wire Gauge (AWG) No. 10 stranded copper, twisted, shielded
pairs similar to Belden No. 8760 for 4 to 20-milliampere signal wiring. Signal
wiring shall not be pulled into conduits with power or AC control wiring.
2. Provide stranded copper Type THHN/THWN for control wiring involving relays
and switches. Use AWG No. 10 minimum and larger as required to limit voltage
drop to five (5) percent when control circuits operate.
3. Provide special instrumentation wire and cable as required for instruments with
signals other than 4 to 20 milliamperes.
4. Ground cable shields, as recommended by the instrument manufacturer.
Currituck Water and Sewer, LLC Instrumentation & Controls
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C., Project No.: C26202.00 13300-4

B. Signal cable and signal cable conduits are to be installed by the Contractor.
Terminations for all instrumentation wiring will be made by the Contractor.
PART 3-EXECUTION
3.01 General
A. The Contractor shall furnish and install all conduit, power cable, and instrumentation
cable in accordance with all manufacturers' instructions and recommendations.
END OF SECTION 13300
Currituck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C., Project No.: C26202.00
Instrumentation & Controls
13300-5

SECTION 15060
PIPE & PIPE FITTINGS
PART 1 - GENERAL
1.01 Description of Work
A. The extent of work under this item includes providing, installing, and testing all pipe
and pipe fittings as shown on the Contract Drawings and described herein necessary to
make complete and serviceable all proposed pipes.
B. Related work specified elsewhere in these Contract Specifications include:
1. "Section 02100 -Site Preparation & Earthwork."
2. "Division 15 - Mechanical."
1.02 Quality Assurance
A. General: Class numbers or pressure rating and cover conditions shall be clearly marked
on the pipe and fittings at the factory. The proposed marking system shall be submitted
to the Engineer for approval prior to shipment of any pipe to the job.
B. Codes and Standards: Comply with the provisions of the following codes and standards
except as otherwise shown or specified.
1. American Water Works Association (AWWA): All applicable standards.
2. All applicable state and local regulations
1.03 Submittals
A. Material Certificates: Provide material certificates signed by both the manufacturer
and the Contractor. Certify that each material item complies with the specified
requirements.
B. Shoa Drawings: Submit shop drawings on all piping systems.
C. Pine Material: All piping to be used in this project is to be as indicated on the Contract
Drawings, or if not indicated, as specified below:
1. All gravity collection piping shall be Schedule 40 polyvinyl chloride (PVC) pipe,
conforming to American Society for Testing and Materials (ASTM) D 1785, with
socket and spigot -type ends for the forming of solvent -cemented joints. As an
CUrritUCk Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates. P.C., Project No.: C26202.00
Pipe & Pipe Fittings
15060-1

option, Contractor may use ASTM D2241 bell and socket gasketed pipe for gravity
collection lines 'Class 52 ductile iron pipe (DIP) shall be used in locations where
minimum separations distances between potable water lines, stormwater drainage
pipe, stormwater ditches, as stipulated by state or local regulatory agencies cannot
be maintained. Specifically, the gravity collection piping may cross under a potable
water line or a stormwater drainage pipe, if at least 18 or 24 inches clear separation,
respectively, is maintained. Otherwise, the gravity collection piping shall be DIP
for a distance of ten (10) feet before and after the crossing. All DIP shall be
manufactured in accordance with AWWA C150.
2. All pressure piping inside tanks, vaults, or basins shall be at a minimum Schedule
80 PVC conforming to ASTM D 1785, with socket and spigot -type ends for the
forming of solvent -cemented joints unless otherwise noted.
PART 2 - PRODUCTS
2.01 Small Diameter Pipe (Six (6) Inches In Diameter and Smaller)
A. PVC Pipe and Fittings:
1. PVC pipe and fittings shall be manufactured from Type 1, Grade 1 PVC, in
conformance with ASTM D 1785. Compound from which pipe is produced shall
have a design stress rating of 2,000 pounds per square inch at 73 degrees
Fahrenheit, as listed by the Plastics Pipe Institute (PPI). Materials from which pipe
and fittings are manufactured shall have been tested and approved for conveying
potable water by the National Sanitation Foundation (NSF).
2. Pipe shall conform to the requirements of ASTM D 1785, size as shown on Contract
Drawings.
3. Fittings for pressure service and/or chemical applications shall conform to the
requirements of ASTM D 2466 for Schedule 40 and ASTM D 2467 for Schedule
80. For drainage and waste piping, fittings shall be drainage pattern ASTM D 2165.
Socket diameter shall be such that they are compatible with the pipe for solvent
welding.
4. Solvent Cement for PVC Piping: All socket -type connections shall be joined with
PVC solvent cement complying with ASTM D 2564. Cement shall have a
minimum viscosity of 2,000 cps and be recommended by the pipe manufacturer.
2.02 SDR21 PVC Pipe
A. Material:
1. Pipes shall comply with ASTM Standard D-1784 and shall be made of virgin PVC
compound with a cell classification of 12454-B.
CUrritUCk Water and Sewer, LLC Pipe & Pipe Fittings
Wastewater Treatment Plant Minor Modification
MacConnell & Associates. P.C., Project No.: C26202.00 15060-2

2. Physical dimensions shall comply with the ASTM Standard D-2241 requirements.
B. Fittin;s and Joints:
1. Push -on joints shall conform to the applicable requirements of ANSI A21.11 and
AWWA Clll. Gaskets and lubricants for pipe fittings shall conform to the
applicable requirements of ASTM D3139 and F-477.
2. Mechanical joints including pipe ends, glands, bolts and nuts, and gaskets shall
conform to the applicable requirements of ANSI A21.11 and AWWA Clll. Gaskets
for use in air service shall be high temperature EPDM rubber suitable for use at 150
degrees Fahrenheit.
2.03 DIP PIPE AND FITTINGS
1. General:
a. Thickness class as required by pressure and laying conditions in accordance
with American National Standards Institute (ANSI) A21.51.
b. Where connections are made with grooved fittings, increase thickness to
conform with fitting manufacturer's standards or above thicknesses (whichever
is greater).
c. Pipe furnished shall have wall thicknesses at least equal to those given above
minus the appropriate casting allowances per ANSI A21.51. Pipe thickness
shall be designed based on flat bottom trench with loose backfill (Type 1 laying
conditions).
d. Line all ductile iron pipe, except that used for air systems, with a minimum 1
mil coal tar epoxy lining conforming to ANSI/AWWA C104/A21.4 of latest
revision.
2. Fittings for Ductile Iron Pipe: Conform to ANSI A21.10, Class 52. Fittings shall
be push -on or mechanical joint type. Fittings shall have coal tar epoxy lining
equivalent to that of the pipe lining.
3. Outlets for Ductile Iron Pipe: Ductile iron pipe outlets of sizes four (4) inches to
12 inches may be made with tapping saddles, such as those manufactured by
American Cast Iron Pipe Company, Grinnell Company, or equal.
4. Joints and Jointiniz Materials for Ductile Iron Pipe: Where the joint type is not
indicated on the Contract Drawings, either push -on or mechanical joints shall be
furnished. Gaskets shall be suitable for required service. Gaskets for air piping
shall be rated for 225 degrees Fahrenheit.
Currituck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates. P.C., Project No.: C26202.00
Pipe & Pipe Fittings
15060-3

a. Push -on joints shall conform to the applicable requirements of ANSI A21.11
and AWWA C-111. Gaskets and lubricants for pipe fittings shall conform to
the applicable requirements of ANSI A21.11 and AWWA C-111.
b. Mechanical joints including pipe ends, glands, bolts and nuts, and gaskets shall
conform to the applicable requirements of ANSI A21.11 and AWWA C-111.
Use retainer glands on all buried air piping. Gaskets for use in air service shall
be high temperature EPDM rubber suitable for use at 225 degrees Fahrenheit.
In both push -on and mechanical joint piping systems, deflection of up to five
(5) degrees per joint shall be possible.
d. Flanged joints shall conform to the applicable requirements of ANSI A21.10
and AWWA C110 for 125-pound class. Bolts, nuts, and gaskets for flanged
connections shall conform to the applicable requirements of ANSI B 16.1.
Gaskets shall be full -face plain rubber, 1/8 inches thick. Gaskets for use in air
service shall be high temperature EPDM rubber suitable for use at 225 degrees
Fahrenheit.
Where shown on the Contract Drawings, adapters shall be provided for
connections of cast or ductile iron pipe to flanged accessories. Adapters shall
be Dresser 128, Rockwell 913, or equal.
f. Uniflanaes: Provide, where shown on the Contract Drawings, a flange adapter
for attaching flanged equipment to plain end pipe. Adapters shall be ductile
iron, flanges drilled according to ANSI B16.1, Class 125. Flange bolts shall
draw uniflange to existing flange compressing the gasket when tightened. Set
screws shall lock the uniflange to the plain end of the pipe.
5. COunIin2S for Ductile Iron Pine: Grooved couplings and fittings may be used in
lieu of flanged joints and restrained mechanical or push -on joints, subject to the
Engineer's approval or where called for on the Contract Drawings.
a. Couplings and fittings shall be as manufactured by Victaulic, Nappco, or equal.
b. Fabricate housings in two or more parts of malleable iron in accordance with
ASTM A47. Coupling gasket shall be of Grade H chlorinated butyl. Bolts shall
be oval neck track head type with hexagonal nuts, per AS TM Al 83 and A194.
Grooved and shouldered ends of piping shall be in accordance with the
recommendations of the manufacturer of the coupling, as approved by the
Engineer. Pipe thickness shall be increased to manufacturers requirements
where grooved ends are used. If the Contractor chooses to use grooved end
couplings and fittings, shop drawings on affected piping systems shall be
submitted to the Engineer, and all substitution shall be subject to the Engineer's
review.
CUrritUCk Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates. P.C., Project No.: C26202.00
Pipe & Pipe Fittings
15060-4

c. Couplings for ductile iron up to 12 inches in diameter shall be Dresser Style
153, Smith Blair Style 441, or equal. Couplings for ductile iron pipe 14 inches
and larger shall be Dresser Style 38, Smith Blair Style 441, or equal. All
couplings shall be epoxy -coated and furnished with stainless steel bolts and
nuts. All couplings shall be rated for the working pressure plus surge pressure
of the pipe or 250 pounds per square inch, whichever is greater.
C. DR 11 High Density Polyethylene (HDPE) Pipe may be used in place of Schedule 40
PVC for gravity lines, Ductile Iron gravity lines, and SDR 21 or Schedule 40
forcemains with engineer's prior approval.
PART 3 - EXECUTION
3.01 General
A. Adherence to Standards and Instructions: All pipe, of whatever material, shall be
transported, handled, stored, and installed in conformance with the applicable AWWA
standards and manufacturer's instructions for the particular pipe material involved.
B. Responsibility for Materials: During loading, transportation, unloading, and storage,
every precaution shall be taken to prevent injury to pipe, fittings, and accessories and
to prevent damage to pipe and fitting linings and coatings. Pipe shall be protected
during handling against impact, shocks, and free fall. Pipe shall be kept clean at all
times, and no pipe shall be used in the work that does not conform to the appropriate
specifications.
C. PVC Pipe: Install in accordance with Chemtrol's "Plastic Piping Handbook."
D. Shut-off valves and unions shall be provided where shown to each item of equipment
such as pumps, tanks, and coils to isolate each unit or section of piping for maintenance
and/or removal of all equipment and apparatus.
E. Provide drain piping from pump glands, relief valves, etc. to spill to drains, floor drains,
or other acceptable discharge points terminating drain line with plain end (unthreaded)
pipe.
F. Provide drain valves at low points of identified systems for complete drainage.
G. Provide caps or plugs for all open ends of pipelines and equipment during installation
to keep dirt and other foreign matter out of pipe and equipment.
H. Provide necessary temporary cross -connections, valves, over -size flushing
connections, pumps, etc. as required to thoroughly flush systems.
CUrritUCk Water and Sewer, LLC Pipe & Pipe Fittings
Wastewater Treatment Plant Minor Modification
MacConnell & Associates. P.C., Project No.: C26202.00 15060-5

3.02 Exterior Piping Systems
A. General Pipe Lavinh: All pipe, special castings, valves, fittings, and the bells and/or
spigots of same shall be thoroughly cleaned of all earth or other foreign matter before
being fitted together. The spigot end shall be adjusted in the bell of the pipe, using a
special casting or valve to allow for uniform gasket space, and the pipe shall be
completely forced home and held there.
B. No pipe shall be laid except in the presence of the Engineer or his representative,
without special permission from the Engineer. Prior to being lowered into the trench,
each joint of pipe shall be carefully given a final inspection by the Contractor to see
that each is clean, sound, and free of defects. Damaged sections shall be repaired to
the satisfaction of the Engineer or removed from the site.
C. Pipe shall be laid accurately to the line and grade as designated on the Contract
Drawings. Unless otherwise noted, all pipes are to be installed at a uniform grade,
continuous from points of connection to vaults, tanks, or other control points. Where
spot elevations of a pipeline are given, such elevations shall serve as intermediate
control points for changes in grade. Required variations in the elevation or grade shown
due to existing or revised conditions, plus or minus two (2) feet, shall not be cause for
claim for additional payment by the Contractor. The Contractor is to locate and
uncover existing pipes along the path of new pipes prior to beginning new pipe
installation. The Contractor will verify existing pipe elevations and determine if any
clearance problems exist. In the event of any alignment conflicts, the Contractor shall
promptly notify the Engineer. The Engineer shall approve any changes in grade prior
to beginning pipe laying. Bell holes shall be excavated for each joint to assure that the
bedding supports the barrel of the pipe and to facilitate making a perfect joint.
Preparatory to making pipe joints, all surfaces of the portion of the pipe to be jointed
or of the factory -made jointing materials shall be clean and dry. Gaskets, whether for
the mechanical joint type or push -on joint type, shall be clean, flexible, and, where
lubrication is required, be lubricated with a lubricant recommended by the
manufacturer.
D. Pipe shall be laid in perfect alignment between turns. No abrupt changes, either in
grade or alignment, will be acceptable. At such locations where alignment changes are
indicated on the plans, fittings and adjacent pipe shall be self -restrained by harnesses
or special fittings or external blocking.
E. Cross above or below existing pipe a minimum of six (6) inches, unless otherwise
stipulated or directed by the Engineer.
F. During construction of the line, the Contractor shall provide a follower swab of a
diameter which will fit snugly to the pipe being installed, and it shall be dragged
through after each joint has been made. It is imperative that the lines be kept free from
debris during construction. For cleaning of small pipe, a suitable swab or drag shall be
kept in the pipe and pulled forward past each joint immediately after the joining has
CUrritUCk Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates. P.C., Project No.: C26202.00
Pipe & Pipe Fittings
15060-6

been completed. Trenches shall be kept free from water. When work is not in progress,
all open ends of pipe and fittings shall be securely closed so that no trench water, earth,
or other substances will enter the pipe or fittings. At the end of each day's work, the
pipe shall be inspected to ensure that dirt, water, and other materials have not entered
the pipe.
G. For gravity systems, pipe laying shall proceed up -grade with the spigot ends pointing
in the direction of flow. The line and invert grade of each pipe shall be checked from
top line carried on batter boards not over 24 feet apart or other acceptable method.
H. A metallic tape and wire shall be placed six (6) inches below ground for future location.
3.03 Piping Joints and Connections
A. Screw thread joints shall be made up with sectional pipe dope applied to male threads
only. Threads exposed after joints are made up shall be mopped with the pipe dope to
prevent rust.
B. Solder Joints: Copper pipe and fittings to be sealed shall be cleaned bright with steel
wool. The joints shall be properly fluxed and made with 95 percent to five (5) percent
tin -antimony solder. Excess solder shall be wiped off before joint cools. Burnt and
annealed joints shall not be acceptable.
1. In lieu of solder joints, joints maybe made using two (2)-piece ferrule connectors
equal to Swagelok tube fittings manufactured by the Crawford Fitting Company,
P&H tube fittings by Parker, or equal.
C. Solvent -Weld Joints: Use solvent -weld joints on below -ground PVC piping systems
or as indicated on the Contract Drawings.
D. Threaded Joints: Use threaded joints on above -ground PVC piping systems or as
indicated on the Contract Drawings. Only use a strap wrench when putting together
threaded PVC pipe and fittings. In no case shall a Stillson wrench be applied. Make
up joints until tight but do not stretch or distort plastic pipe. Use teflon thread lubricant
or other material as a joint compound.
E. Push -On Joints: Install below -grade PVC piping with push -on joints in a manner where
the joints are tight, but do not stretch or distort the pipe. Allowances shall be made
during construction for expansion and contraction of PVC pipe based on manufacturer's
recommendations.
3.05 Insulation of Piping
A. All outdoor pressure piping four (4) inches in diameter and smaller and all gravity
piping which is not buried shall be insulated, except where specifically stated otherwise
on the Contract Drawings or hereinafter in these Contract Specifications. This
CUrritUCk Water and Sewer, LLC Pipe & Pipe Fittings
Wastewater Treatment Plant Minor Modification
MacConnell & Associates. P.C., Project No.: C26202.00 15060-7

requirement shall also apply to piping in vaults. The piping shall be insulated with
fiberglass or one (I) -inch thick Termazip Type 275 polyurethane foam with the
insulation laminated to an outside jacket of aluminum or PVC with a finished color of
white. The material shall be furnished in standard 25-foot rolls with Insta-Grip closure.
Fittings and valves shall be insulated with TMZ pre -formed white insulated fitting
covers with one (I) -inch thick polyurethane foam insert. Thermazip pipe insulation
shall be wrapped around pipe and trac locked down in position. Insulation shall be held
in place by sealing trac with Fastener -Weld. All butt joints and fitting covers shall be
sealed with silicone sealant and then taped in place to provide a vapor barrier.
Installation procedures and accessory materials shall all be in accordance with the pipe
insulation manufacturer's written instructions.
B. The Contractor shall carefully examine the requirements for heat tracing as shown on
the Contact Drawings and as called for in the Contract Specifications. Do not install
insulation over heat tracing until the Engineer has inspected and verified that heat
tracing is proper and complete.
3.06 Openings
A. All openings around ductwork and piping shall be caulked with glass wool and butyl
rubber caulking compound.
3.07 Inserts and Sleeves
A. Lay out work in accordance with approved shop drawings. Furnish and set in place in
advance of pouring of slabs or construction of walls, all inserts and sleeves necessary
to complete the work.
B. Floor Sleeves: Standard weight galvanized steel pipe with bottom end flush with
surface, top and extended one (1) inch above the finished floor or slab shall be caulked
with glass wool and sealed at top and bottom with butyl mastic unless otherwise stated
hereinafter or shown on the Contract Drawings.
3.08 Thrust Restraint for Pressure Piping Systems
A. All plugs, caps and tees, and bends deflecting 11-1/4 degrees or more shall be provided
with reaction backing of 3,000-pound per square inch concrete or suitable metal harness
to prevent movement. Backing shall be placed between solid earth and the fitting to be
anchored. The backing shall be placed such that pipe and fitting joints are accessible
for repair and/or future connections. Where space limitations will not permit
installation of concrete backing, where necessary to insure accessibility, where shown
on the Contract Drawings, or if the Contractor so elects, pipe and fittings may be self -
restrained in addition to or in lieu of concrete backing. Pipe shall be designed to carry
CUrritUck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates. P.C., Project No.: C26202.00
Pipe & Pipe Fittings
15060-8

additional stresses of thrust restraint. Details pertinent to such self -restraining
harnesses, tie rods, special pipe, etc., including design criteria and computations, must
be submitted to the Engineer for evaluation prior to incorporating such devices into the
work. Systems based on metal to metal friction, such as retainer glands, will be
considered.
B. Thrust restraint with an anchor ring shall be used where shown on the Contract
Drawings and at terminal pipes. In cases where terminal pipes are preceded by a
reducer, additional methods of restraint must be used for the reducer.
C. Reaction Backina: The area of bearing of the concrete backing on the earth in each
instance shall be at least equal to that shown in the table below. Minimum bearing
areas shall be measured against an undisturbed trench wall. Details of placement are
shown in the Contract Drawings.
D. Areas shown are for 150-pound per square inch test pressure. If test pressure is other
than 150 pounds per square inch, adjust area of reaction backing in direct proportion.
Required Bearinty Areas (SF) for Reactions Backin(z (Sandv Soil - 150 psi)
Pipe
Tees
Hydrant 90
Wyes 45
Wyes 22-112
Wyes 11-114
Size
Plugs
Degree Els
Degree Els
Degree Els
Degree Els
< or equal 4"
1
2
1
1
1
6"
3
3
2
1
1
8"
4
6
3
2
1
10"
7
9
5
3
2
12"
9
11
6
3
2
Other Soil Conditions: Cemented Sand or Hardpan - Multiply above by 0.5
Gravel - Multiply above by 0.7
Hard Dry Clay - Multiply above by 0.7
Soft Clay - Multiply above by 2.0
Muck - Secure all fittings with approved harness or tie rod
clamps, with concrete reaction backing the same as
listed for sand conditions.
E. Reaction backing, tie rod clamps, or other suitable harness shall be considered as
incidental to force main and water main construction. Their cost must be included
under the appropriate pipe and/or fitting items in the Proposal.
CUrritUCk Water and Sewer, LLC Pipe & Pipe Fittings
Wastewater Treatment Plant Minor Modification
MacConnell & Associates. P.C., Project No.: C26202.00 15060-9

3.09 Testing Piping Systems
A. All testing of piping systems shall occur in the presence of the Engineer or his
representative. The Contractor is required to furnish all pumps, gauges, instruments,
test equipment, and personnel required for the tests, and make provisions for removal
of test equipment and draining of pipes after tests have been made.
1. Tests may be made of isolated portions of such piping as will facilitate general
progress of the installation. Any revisions made in the piping systems will
subsequently necessitate retesting of such affected portions of the piping systems.
2. Where water service is available, reasonable amounts of water for flushing and
testing will be furnished by the Owner at no cost to the Contractor subject to
requirements which the Owner may impose. All piping systems shall be thoroughly
flushed, prior to their testing, by providing a velocity of 2.5 feet per second in the
line being flushed.
3. Any defective material or defects in workmanship that develop during the tests shall
be remedied and the subject piping shall be retested.
B. Each section of gravity collection piping shall be tested using the low-pressure air test
in accordance with the procedures established by ASTM C 828.
1. Install and properly brace plugs, capable of withstanding the applied test pressures,
in all clean -outs.
2. Pressurize the line to at least four (4) pounds per square inch and allow the applied
pressure to stabilize.
3. After stabilization of the pressure to approximately 3.5 pounds per square inch,
record the pressure and determine how long it takes for the line pressure to drop to
2.5 pounds per square inch. Allowable leakage times are as follows:
Nominal Pipe Size
(inches)
4
6
8
10
12
15
18
Time
(minutes per 100 feet)
0.3
0.7
1.2
1.5
1.8
2.1
2.4
4. If the pressure stays between 3.5 and 2.5 pounds per square inch for the entire
required test time length, the pipe section is acceptable. If not, the section is not
CUrritUCk Water and Sewer, LLC Pipe & Pipe Fittings
Wastewater Treatment Plant Minor Modification
MacConnell & Associates. P.C., Project No.: C26202.00 15060-10

properly installed, and the Contractor shall correct the installation and retest at not
additional expense to the Owner.
C. Each section of pressure piping shall be tested to a hydrostatic pressure of 100 pound
per square inch.
1. Prior to pressure testing of buried piping, backfill shall have been partially placed
and tamped to provide adequate side support for all pipe and fittings, and reaction
backing shall have been in place at least five (5) days. At joints, trenches shall be
sufficiently open for joint inspection.
2. Before applying the specified test pressure, all air shall be expelled from the pipe.
If outlets are not available at high places, the Contractor shall make the necessary
taps at points of highest elevations before the test is made. After the test has been
completed, corporation cocks shall be installed at these points and marked by the
installation of a valve box.
3. Do not test against closed valves at pressures higher than the allowable seating
pressures for individual valves. Contractor may test open valves at pressures up to
that specified for the valve bodies. In sections of the line where the test pressures
are greater than the allowable seating pressures for the valves, the Contractor shall
provide temporary plugs to test against.
4. The pressure tests shall be sustained for not less than one (1) hour and as much
longer as the Engineer may require to assure that:
a. No air pockets are in the line.
b. No broken pipe or defective materials are in the line.
c. No leaking joints have been made.
5. Leakage tests, which may be performed at the same time as the pressure tests, shall
be sustained for not less than two (2) hours. The leakage shall be defined as the
quantity of water that must be supplied into the newly laid pipe or any valved
section thereof to maintain the specified leakage test pressure after the air in the
pipeline has been expelled and the pipe has been filled with water.
a. No pipeline installation will be accepted if the leakage is greater than that
determined by the following formula: L = NDP0 5 /7,400
L = allowable leakage in gallons per hour
N = number of joints in length of pipeline tested
D = nominal diameter of pipe in inches
P = average test pressure during leakage test in pounds per square inch
CUrritUck Water and Sewer, LLC Pipe & Pipe Fittings
Wastewater Treatment Plant Minor Modification
MacConnell & Associates. P.C., Project No.: C26202.00 15060-1 1

Permitted Leakaze (1 -aallon = 128 fluid ounces):
Pipe Diameter Permissible Leakage110 Joints
4"
0.07
gallons
6"
0.10
gallons
8"
0.13
gallons
10"
0.17
gallons
3.10 Disinfection of Piping Systems:
A. All potable water lines shall be flushed and cleaned of debris before being put into use.
B. Water lines shall then be flushed with water having an initial chlorine concentration of
50 milligrams per liter. Liquid chlorine shall be applied in accordance with the AWWA
standard C651 Section 4.4.3, for continuous feed method of chlorination. Chlorinated
water shall remain in the line for a minimum of 24 hours. Following this disinfection
period, the water lines shall be flushed with potable water supplied by an approved
water source until the chlorine solution is dispelled.
C. Representative samples of the water shall then be collected. Bacteriological analysis
of the water supply shall be performed by a state -approved laboratory. If
bacteriological tests of the samples indicate that the water quality is satisfactory, the
water lines may be placed in service.
END OF SECTION 15060
CUrritUck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates. P.C., Project No.: C26202.00
Pipe & Pipe Fittings
15060-12

SECTION 15079
PIPE ACCESSORIES
PART 1 - GENERAL
1.01 Description of Work
A. The extent of this section is to furnish and install all items necessary to install the piping
and valves specified successfully.
B. Related work specified elsewhere in these Contract Specifications:
1. "Division 15 - Mechanical."
1.02 Submittals
A. ShoD Drawings: Submit shop drawings on all pipe hangers, supports, and other
accessories proposed for installation of the piping and valve installed as part of the
Construction Contract.
PART 2 - PRODUCTS
2.01 Pipe Hangers and Supports
A. General: Provide adjustable hangers, supports, saddles, inserts, brackets, rolls, clamps,
supplementary steel, etc. as required for proper support of all piping. Unless otherwise
noted on the Contract Drawings, all hangers and supports shall either be steel painted
or have a hot -dip galvanized finish.
1. Hangers and supports shall be designed to allow for expansion and contraction of
pipelines and shall be of adequate size to permit pipe protective coverings to run
continuously through hangers.
2. Piping at pumps, tanks, etc. shall be supported independently so that no weight will
be supported by the equipment.
3. The following are acceptable manufacturers for piping hanging and support
systems:
a. Grinnell Corporation.
b. B-Line Systems, Inc.
Currituck Water and Serer, LLC Pipe Accessories
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.0 , Project No.: C26202.00 15079-1

c. Carpenter & Paterson, Inc.
d. Unistrut Corporation.
e. Or equal, as approved by the Engineer.
B. Sinizle Hanszers: Where single pipe runs are supported with clevis-type hangers, use as
Grinnell (Figure 590), Fee & Mason (Figure 239), Elcen (Figure 12), or equal. Where
splitting -type hangers are used to support single pipe runs, use Grinnell (Figure 108),
Fee & Mason (Figure 212), Elcen (Figure l0A), or equal.
C. Riser Clamps: Risers in pipe shafts shall be supported by extension pipe clamps, such
as Grinnell (Figure 261), Fee & Mason (Figure 241), Elcen (Figure 39), or equal.
D. Socket Clamps: Aeration basin drop pipes shall be secured to the trough or walls by
means of the brackets listed in Paragraph F and a socket clamp equal to Grinnell (Figure
599).
E. Brackets: Piping supported from walls or columns shall utilize a welded steel bracket,
such as Grinnell (Figure 195), Fee & Mason (Figure 151), Elcen (Figure 57), and an
adjustable pipe roll and base, such as Fee & Mason (Figure 169), Elcen (Figure 17), or
equal.
F. Saddle Supports: Piping supported from floors or pedestals shall utilize an adjustable
cast-iron saddle, such as Grinnell (Figures 259 or 264), Fee & Mason (Figures 291 or
295, or equal.
G. Expansion Anchors: Concrete expansion anchors, where required on the Contract
Drawings, shall be of the size indicated and as manufactured by Red -Head Phillips
Anchors, Grinnell Corporation, or approved equal.
H. Sunnlementary Steel: Provide all necessary supplementary steel for the proper support
or attachment of hangers.
I. Schedules: Pipe support spacing and sizes for pipe hanging suspension rods shall
conform to the following schedules:
1. Pipe Diameter
Minimum Pipe
Support Spacing
PIPE OF POLYVINYL CHLORIDE (PVC) MATERIALS:
Between 0.25 and 0.375 inches Not over 3.5 feet
Between 0.5 and one (1) inch Not over four (4) feet
Between 1.25 and two (2) inches Not over five (5) feet
Currituck Water and Serer, LLC Pipe Accessories
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.0 , Project No.: C26202.00 15079-2

Between 2.5 and three (3) inches
Between four (4) and five (5) inches
Between six (6) and eight (8) inches
2. Pipe Diameter
FOR PIPE OF ALL MATERIALS:
Two (2) inches and smaller
Between 2.5 and 3.5 inches
Between four (4) and five (5) inches
Six (6) inches
Between eight (8) and 12 inches
14 inches and greater
PART 3 - EXECUTION
3.01 General
Not over six (6) feet
Not over 6.5 feet
Not over 7.5 feet, or as shown on the
Contract Drawings
Minimum Rod Diameter
0.375
inches
0.5
inches
0.625
inches
0.75 inches
0.875
inches
One (1) inch
A. Install all piping accessories as shown on the Contract Drawings, in compliance with
all applicable portions of Section 15060 of these Contract Specifications, adhering to
the manufacturers' instructions, and as directed by the Engineer. If not otherwise
shown, provide accessories of sufficient size and ratings to complete and make ready
for service all piping systems.
3.02 Painting
A. Unless hot -dip galvanized or stainless steel, all saddles, supports, hangers, clamps,
brackets, and supplementary steel shall be shop - or field -painted with one (1) coat of
rust inhibitive primer in compliance with Section 09900 of these Contract
Specifications.
B. Touch-up paint all surfaces where the primer paint has been damaged or scarred during
installation.
C. Surfaces of all ferrous -metal accessories intended for underground installation shall be
coated with a bitumastic paint.
END OF SECTION 15079
Currituck Water and Serer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.0 , Project No.: C26202.00
Pipe Accessories
15079-3

SECTION 15100
VALVES AND RELATED APPURTENANCES
PART 1 - GENERAL
1.01 Description of Work:
A. The extent of work covering valves and gates includes furnishing, installing, and
making operational all valves and gates as indicated on the Contract Drawings and
specified herein.
B. Related work specified elsewhere in these Contract Specifications includes:
1. "Division 15 - Mechanical."
1.02 Quality Assurance:
A. Codes and Standards: Comply with the provisions of the following codes and
standards except as otherwise shown or specified:
1. All applicable standards of the American Water Works Association (AWWA).
1.03 Submittals:
A. Shoa Drawings: Submit shop drawings for all valves, operators, gates, and special
items including torque tubes, supports, and brackets.
PART 2 - PRODUCTS
2.01 General:
A. All above -ground and vault -installed valves shall be non -rising stem, handwheel-
operated type, unless otherwise shown on the Contract Drawings. Buried valves shall
be wrench -operated type, unless otherwise shown on the Contract Drawings. Where
not otherwise designated, the valves shall have a pressure rating not less than the
adjacent piping, and all valves over four (4) inches in diameter shall be provided with
valve supports of design shown in the Contract Drawings or approved by the
Engineer.
B. Valve assemblies shall be furnished complete with galvanized anchor and flange
mounting hardware. All valve assemblies, including valves, operators, and
accessories shall be complete and adequate for the intended purpose and shall include
Currituck Water and Sewer, LLC Valves and Related Appurtenances
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.0 , Project No.: C26202.00 015100-1

all essential components of equipment together with all mounting and other
appurtenances normal and necessary for proper installation, whether shown on the
Contract Drawings or not.
2.02 PVC Schedule-80 Gate Valves:
A. Gate valves 12 inches in diameter and smaller shall be by Spears or approved equal.
1. Gate valves shall be constructed from PVC Type I Cell Classification cation
12454 or CPVC Type IV Cell Classification cation 23447. All O-rings shall be
Buna-N, EPDM or genuine Viton®. All gate valve wedges shall have Strain -
Equalizing threads. PVC valves shall have polypropylene wedge and CPVC
valves shall have CPVC wedge. All valve components shall be replaceable. All
1 /2" through 2" valves shall be pressure rated at 200 psi, all 2-1/2" through 3"
valves shall be pressure rated at 150 psi, and all 4" valves shall be pressure rated
at 235 psi for water at 73°F.
2. Valves shall have non -rising stems and shall have polypropylene handwheel that
opens counterclockwise.
3. Unless otherwise shown on the Contract Drawings, buried valves shall be
supplied with mechanical joint ends and exposed valves (including those in
vaults) shall be supplied with flanged ends.
B. Buried valves shall be furnished with a two (2)-inch square operating nut. Furnish
stem extension to place the nut within two (2) feet of the ground surface. The
extension stem shall be stabilized by a guide ring attached to the stem near the
operating nut. Non -buried valves shall be furnished with hand -wheel operators and
stands where necessary.
C. Valve Box: Furnish with each gate valve for underground installation one gray iron
screw -type adjustable valve box and cover, by Dewey Brothers, Inc., Neenah
Foundry, Southern Casting, or equal. Supply with each valve box a bottom, middle,
and top section as well as a cover, all of gray iron conforming to American Society
for Testing and Materials (ASTM) A48, Class 30. The cover shall have cast on the
upper surface in raised letter the label "WATER" or "SEWER," as appropriate. Set
the valve box in a concrete pad as indicated on the Contract Drawings.
2.03 Ball Valves:
A. Polvvinvl Chloride (PVC) Ball Valves: All ball valves on plastic piping systems
shall be of Type 1, Grade 1 PVC.
1. PVC ball valves shall be designed for a 150-pound per square inch working
pressure and rated for a maximum temperature of 75 degrees Fahrenheit. Valve
Currituck Water and Sewer, LLC Valves and Related Appurtenances
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.0 , Project No.: C26202.00 015100-2

shall be double -sealed and bubble -tight when closed at the pressure rating
specified.
2. The valve body, ball, stem, gland ring, handle nut, travel stop pin, and adapter
shall be solid PVC.
3. Ball valves shall be true union or single entry valves, as shown on the Contract
Drawings, with teflon seats and Viton or EPDM O-rings. Valves shall be as
manufactured by Chemtrol, Cabot, or equal.
B. Bronze Ball Valves: Bronze body ball valves with stainless steel ball and teflon seats
and Viton or EPDM O-rings shall be used on all metal piping systems. Valves shall
be rated for a working pressure of 150 pounds per square inch. Valves shall be
manufactured by Nibco/Scott, Crane, or equal.
2.04 Check Valves:
A. Swing check valves shall be of the size as shown on the Contract Drawings.
1. Valves shall be of the external weight and lever type with sufficient weights to
operate under normal conditions.
2. Valves shall be constructed of cast iron, per ASTM A 126, Class A) with bronze
seat. The water -working pressure shall be 175 pounds per square inch, except
that the check valve shall have a pressure rating the same as the piping, where the
pipe class is higher. Flanges shall be rated for Class 125, per American National
Standards Institute (ANSI) B16.1.
3. Valves shall be designed for low head loss, shall be adjustable for non -slamming
closure, and shall be constructed to seat tightly.
4. An arrow showing the direction of flow shall be cast on the body of the valve.
5. Valves shall be manufactured by Mueller, Dresser, or equal.
B. Silent check valves shall be of the size shown on the Contract Drawings.
1. Valves shall be globe -style with flanged end connections, ductile iron body, and
stainless steel trim and spring.
2. The valve plug shall be center guided at both ends and have a flow through area
of not less than 100 percent of the equivalent pipe size.
3. The seat and plug shall be hand -replaceable in the field.
Currituck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.0 , Project No.: C26202.00
Valves and Related Appurtenances
015100-3

4. Valves shall be manufactured by Aplo (Series 600) or equal.
C. Ball check valves shall be cast iron ball checks suitable for horizontal or vertical
mounting as shown on the Contract Drawings.
1. The valve shall consist of three (3) components: body, cover, and ball (one
moving part). The body and cover shall be of ANSI B16.1, Class 125. The
ball shall be of hollow steel with an exterior of nitrile rubber and shall be
resistant to grease, petroleum products, animal and vegetable fats, diluted
concentrations of acids and alkalines (pH 4 through 10), tearing, and abrasion.
2. In the operating mode, the ball shall not impeded flow through the valve. The
operating flow area shall be equal to the nominal size of the valve. The ball
shall clear the water way providing "full flow" equal to the nominal size. It
shall be non -clog.
3. The design of the valve shall be such that it keeps solids, stringy material, grit
rags, etc. moving without the need for back -flushing.
4. No outside levers, weights, springs, dash pots, or other accessories shall be
required.
5. Valves shall be manufactured by Flygt HDL, Valmatic, or equal.
2.05 Air and Vacuum Release Valves:
A. Provide air and vacuum release valves as shown on the Contract Drawings.
1. The air and vacuum release valves shall allow a large volume of air to be released
from the system when filling along with allowing air into the system when
draining.
2. The air and vacuum release valves shall have a rigid stainless steel valve plug to
seal off the outlet orifice. Thus damage to the seating surface is not likely during
surge conditions.
3. The valve plug shall be protected from a rush of air by a stainless steel baffle.
This baffle helps support the float guide bushing while allowing the float rod
enough clearance for self -seating operation.
4. The valve body, top and flange shall be cast iron with the option of ductile iron
available.
5. The valve shall be Flowmatic models 6620, 6621, and 6622 or approved equal by
Engineer.
Currituck Water and Sewer, LLC Valves and Related Appurtenances
Wastewater Treatment Plant Minor Modification
MacComiell & Associates, P.0 , Project No.: C26202.00 015100-4

PART 3 - EXECUTION
3.01 General:
A. Install valves in the locations as shown on the Contract Drawings. Installation shall
be plumb, centered, and in absolutely true alignment.
1. When buried, support valves against settlement and misalignment with a suitable,
lasting material as approved by the Engineer.
2. Above -ground, in -vault, and in -plant valves shall be mounted as shown on the
Contract Drawings. Such valves shall be rigidly held in place using supports and
hangers as specified in the Contract Documents. The stem orientation of valves
shall be as approved by the Engineer for accessibility, but no valve shall have a
stem in the downward position.
3. For buried service valves, install and secure extension stem. Install valve boxes
for gate valves as indicated on the Contract Drawings. Adjust the length of the
valve box to bring the cover to the finished grade elevation. Center valve box
over the valve operating nut, so that it fits around the stuffing box and rests on the
valve bonnet. Align valve box so that it is plumb. Place and compact soil
material in layers around the valve box so as to prevent misalignment or shifting.
Pour a concrete pad around the cover as shown on the Contract Drawings.
Furnish three (3) tee -handle valve wrenches to the Owner.
B. Clean valve interior of all foreign matter before and after installation. Tighten
stuffing boxes and inspect valve in open and closed position to assure that all parts
are working properly.
C. Paint all exposed ferrous metal surfaces, other than stainless steel, in accordance with
"Section 09900 - Painting" of these Contract Specifications. with two coats of asphalt
varnish unless otherwise directed by the Engineer.
3.02 Testing:
A. The Contractor shall test all valves and appurtenances for operation and is responsible
for making any adjustments of settings so that the valve assemblies are free from
vibration, binding, scraping, and other defects. Correction of defects shall be
provided by the Contractor at no cost to the Owner.
3.03 Cleaning:
A. All valves and appurtenances shall be flushed clean of all foreign matter together with
the piping, as specified in "Section 15060 - Pipe and Pipe Fittings" of these Contract
Specifications.
END OF SECTION 15100
Currituck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.0 , Project No.: C26202.00
Valves and Related Appurtenances
015100-5

SECTION 16010
GENERAL REQUIREMENTS - ELECTRICAL
PARTI-GENERAL
1.01 Description of Work:
A. Division 16 covers the furnishing and installing of all electrical work for the Eagle
Creek WWTP. The work includes items and systems listed below, as shown on the
Contract Drawings or required in connection with the project, but not otherwise
specified. The applicable parts of the General and Supplemental Conditions as well as
the General Requirements, if any shall be included in and made part of this section of
the Contract Specifications. Examine all Contract Drawings and all other sections of
the Contract Specifications for requirements therein affecting the work of this trade.
B. The available power supply is to be 480/277 volts, single-phase, 60 hertz, three (3)-
wire. The Contractor shall contact the power supplier prior to commencing work to
coordinate and verify the type, location, and installation of power service.
C. The major components included in the work are:
1. Instrumentation and Control Wiring:
a. Details of instrumentation and control requirements are specified in "Section
13300 - Instrumentation and Controls."
1.02 Definitions:
A. Products noted in the Contract Specifications or on the Contract Drawings by
manufacturer or product name shall be understood to include all necessary
appurtenances for installation in the finished project, whether or not those
appurtenances are specifically noted.
1.03 Contract Drawings:
A. Locations of equipment, outlets, etc. as given on the Contract Drawings are
approximate, but are subject to minor modifications as found necessary at the time of
installation in order to meet job conditions. Such changes shall be made by the
Contractor at no additional cost to the Owner.
B. The Contractor shall be held responsible for verifying all equipment, locating stub -up
dimensions, electrical characteristics, etc. prior to routing cable runs. The contractor
shall make connections per manufacturer's wiring diagrams.
Currituck Water and Sewer, LLC General Requirements - Electrical
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C. Project No.: C26202.00 16010-1

1.04 Submittals:
A. Submittals to the Engineer for review shall include, but not be limited to, the following
items:
1. Catalog Cuts:
a.
Wire and cable.
b.
Switches.
c.
Motor starters.
d.
Multi -outlet assembly.
e.
Conduit.
f.
Wireway.
g.
Wiring devices.
h.
Specialty boxes and devices.
i.
Special systems equipment.
j.
Control stations.
k.
Splicing materials.
1.
Terminal blocks.
m.
Cable terminations.
B. Any material or equipment furnished by the Contractor which fails to comply with
these Contract Specifications or the Contract Drawings will be rejected and shall be
replaced with approved materials or equipment at no additional cost to the Owner.
C. The Contractor shall submit to the Engineer for review, only named products or those
products which meet or exceed the requirements of the Contract Documents.
1. Any alternate to a named product must be reviewed and approved in writing by the
Engineer at least 10 working days prior to the day of the bid. Information sufficient
to determine compliance with the Contract Specifications must be submitted to the
Engineer at least 21 working days prior to the bid date to be considered for approval.
Currituck Water and Sewer, LLC General Requirements - Electrical
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C. Project No.: C26202.00 16010-2

2. For an alternate product to be reviewed, the following samples and technical
information must be supplied to the Engineer:
a. Where practical, a working sample of the alternate product complete with all
accessories that will be supplied for its installation shall be submitted. For
convenience, the Engineer may require a sample which operates at 120 volts.
b. A complete listing of all standards with which the alternate product is compliant
shall be submitted.
c. A copy of the current catalog data sheet with catalog numbers for the alternate
product shall be submitted. Modified data sheets are unacceptable.
d. Performance tests by an independent laboratory which shows that the
performance of the alternate product meets or exceeds published performance
data for the specified product may be required by the Engineer.
3. Where the substitution of an alternate product has been reviewed and approved, the
Contractor shall include in his bid price all costs for other architectural, mechanical,
and electrical changes to the design which shall be required for the proper
installation and operation of the substituted product. These changes shall be
documented in the submittal of the substituted product.
4. Submittals for any alternate to specified products which do not meet the
requirements of Paragraphs 1 through 3 above will not be approved for installation.
D. A review of a submittal by the Engineer shall not release the Contractor from his
responsibility to provide a complete and functional system. Also, no act, service,
drawing review, or construction review by the Owner, the Engineer, or their
representatives is intended to include a review of the adequacy of the Contractor's
safety measures in, on, or near the construction site.
E. Where the Contract Specifications call for an installation to be made in accordance with
the manufacturer's recommendations, a copy of such recommendations or a letter from
the manufacturer describing such recommendations shall be made part of the
Contractor's submittal.
1.05 Record Drawings and Maintenance Manuals:
A. The Contractor shall maintain an accurate and complete set of the Contract Drawings
at j ob site, with all deviations and changes in work recorded in red ink thereupon. Upon
completion of the project, the Contractor shall submit these record drawings to the
Engineer.
Currituck Water and Sewer, LLC General Requirements - Electrical
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C. Project No.: C26202.00 16010-3

B. The Contractor shall compile and bind all maintenance manuals, equipment and parts
lists, instructions, and descriptive literature furnished by the manufacturers of the
equipment to assist the Owner in the proper maintenance and operation of equipment.
These maintenance manuals shall be turned over to the Engineer. Each brochure shall
include one (1) copy each of all approved shop drawings, catalog pages, instruction
sheets, operating instructions, installation and maintenance instructions, and spare part
bulletins.
1.06 Document Discrepancies:
A. The Engineer is sole interpreter and arbitrator of his own Contract Documents. It is the
responsibility of the Contractor to bring to the Engineer's attention any apparent
inconsistencies or discrepancies in the plans or specifications, and he shall abide by the
Engineer's interpretation, ruling, or decision.
1.07 Connection to the Work of Others:
A. This project will require connection to control panels, instruments, and equipment
provided by others. Such connections will be made in strict accordance with
manufacturer's instructions.
B. The Contractor is solely responsible for coordination of all trades, sub -contractors, etc.
All electrical work shall be completed with consideration of all civil, architectural,
mechanical, and structural work completed or to be completed as a result of this
Construction Contract.
C. The Contractor shall consult with the Engineer before continuing with any work that is
in conflict with the Contract Documents.
1.08 Space Conditions:
A. Staging, lay -down, storage, and trailer areas will be assigned by the Engineer in
consultation with the Owner. Equipment shall be confined to the space allowed. If the
assigned space is not sufficient, the Contractor shall notify the Engineer.
1.09 Damage:
A. The Contractor shall protect and leave in like -new condition all existing materials,
apparatus, fittings, fixtures and trim on the Owner's property. Should any items be
damaged or broken, the work must be corrected, and damaged items replaced with new
items by the Contractor at no additional cost to the Owner. Any work which requires
correction because of damage shall be done by the skilled trade which originally
performed the work.
Currituck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C. Project No.: C26202.00
General Requirements - Electrical
16010-4

B. Any adjustments between Contractors and sub -contractors, relative to damage to work
or materials, shall not be the responsibility of the Owner, the Engineer, or their
representatives.
1.10 Cleaning Up:
A. The Contractor shall keep his job site in an orderly and clean condition and shall
periodically, or when directed by the Engineer to do so, cleanup and remove
accumulated rubbish from the construction site.
B. After installation is complete, the Contractor shall thoroughly clean all fixtures,
machines, and apparati as well as touchup any places or parts which have become
marred with paint matching the original.
1.11 Permits:
A. The Contractor shall secure and pay for all licenses, permits, and inspection fees
required by federal, state, and local agencies having jurisdiction over the work. The
Contractor, by submitting his bid, agrees to furnish any additional labor or material
required for compliance to all federal, state, and local agencies at no additional cost to
the Owner. The Contractor shall obtain certificates of inspection and approval from all
authorities having jurisdiction and shall forward copies of same to the Engineer for
completion of his files.
PART2-PRODUCTS
2.01 Materials:
A. All materials and equipment shall be new and shall be listed by Underwriters'
Laboratories, Inc. (UL) for the intended use, when a standard for such material and use
exists. Material and equipment shall display a UL label or marking as part of the
product.
B. All materials and equipment shall be compatible with each other and compatible with
other work which shall interface with work completed by the Contractor. For exposed
work, the Contractor shall coordinate the colors and finishes of electrical materials and
equipment with the Engineer.
C. Where several units of one type of equipment or product are used, all units shall be the
product of the same manufacturer.
Currituck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C. Project No.: C26202.00
General Requirements - Electrical
16010-5

PART 3 - EXECUTION
3.01 Examination:
A. Bidders, before submitting their proposals, shall examine the site as well as the Contract
Documents in order to determine the exact extent of the work required. Bidders shall
include in their proposals all items of labor and materials necessary to complete all
work indicated and required, even though these items are not shown or noted in the
Contract Documents, but which are reasonably implied by the nature of the work.
B. Should the bidders have any questions as to the intent of the Contract Drawings and/or
Contract Specifications, quality of materials to be used, and work to be performed,
written questions shall be submitted to the Engineer who will issue an Addendum to
the Contract Documents to all bidders.
C. Claims for extra payment due to unfamiliarity with the work to be performed by other
trades, existing conditions at the construction site, federal, local or state laws and codes,
as well as alterations due to field conditions will not be allowed.
3.02 Service:
A. The Contractor may and should advise the Engineer of changes necessitated by job
conditions or for explanations of functions of equipment, controls, operation, etc.
B. Should it become necessary for the Engineer to spend time in the field to correct defects
due to Contractor failure to test or adjust a system properly, the Contractor will be
charged for such time at the rate of $150.00 per hour (plus all travel and overhead
expenses). Final payment to the Contractor will be withheld pending settlement of such
charges.
3.03 Supervision:
A. The Contractor must provide a competent foreman or superintendent on site at all times
during construction. The Engineer reserves the right to remove from the job anyone he
deems incapable of performing satisfactorily. The removed party shall be immediately
replaced. The foreman or superintendent assigned to the proj ect shall not be withdrawn
without written consent from the Engineer.
3.04 Miscellaneous Supports:
A. The Contractor is to provide all piers, supports, shelving, foundations, anchor bolts,
strut, hardware, etc. necessary to support equipment installed by him, unless
specifically indicated otherwise. All concrete electrical equipment pads shall be
provided by the electrical contractor.
Currituck Water and Sewer, LLC General Requirements - Electrical
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C. Project No.: C26202.00 16010-6

3.05 Guarantee:
A. The Contractor shall furnish the Owner one (1) year's guarantee on materials and
workmanship furnished and performed under this Construction Contract. This shall
apply to all items except those specifically excluded, or items wherein a longer period
of service and guarantee is required. All guarantees shall be effective for a minimum
of one (1) calendar year from the date of the Certificate of Completion issued by the
Engineer.
3.06 Responsibility:
A. The Engineer shall evaluate construction plans which result in a conflict between trades
and assign responsibility for any corrective work that is required. The Engineer's
decision shall be binding on all trades affected.
3.07 Excavation, Cutting and Patching:
A. The Contractor shall perform all excavation required for his work. The Contractor shall
also backfill and grade all excavation. He shall remove all water from excavations
before installing any work.
B. The Contractor shall be responsible for all cutting, patching and fitting of his work that
may be required to make its several points come together properly. He shall also be
responsible for fitting his work to receive or be received by work of other trades shown
or reasonably implied by the Contract Drawings. The Contractor shall complete his
work as the Engineer directs.
C. The Contractor shall not endanger any work by cutting or patching and shall not cut or
alter installed work without the consent of the Engineer.
3.08 Standardization of Equipment:
A. All materials, devices, appliances, and specialties, when in multiple use, shall be of a
single manufacturer to simplify spares and repairs.
3.09 Testing:
A. Performance testing, if required for a particular item of equipment, will be performed
as described in the appropriate section of these Contract Specifications.
END OF SECTION 16010
Currituck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C. Project No.: C26202.00
General Requirements - Electrical
16010-7

SECTION 16020
CODES AND STANDARDS
PART 1 - GENERAL
1.01 Summary
A. All electrical work is to be performed in accordance with the most recent editions of
the National Electric Code and the North Carolina Building Code.
B. All "Division 16 - Electrical' sections of the Contract Specifications contain a
"References" paragraph in Part 1. These are codes and standards that are incorporated
into the Contract Specifications when referenced in the text. The latest edition of these
references shall apply.
PART2-PRODUCTS
This Part is not used.
PART 3 - EXECUTION
This Part is not used.
END OF SECTION 16020
Currituck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C., Project No.: C26202.00
Codes and Standards
16020-1

SECTION 16051
NAMEPLATES
PART 1 - GENERAL
1.01 Description of Work
A. Nameplates for all electrical equipment and devices shall be laminated with plastic 3/32
inches thick. Engraving shall be white on a black field and have approximately 0.125-
inch high lettering. For large equipment such as the switchboards, lettering shall be
not less than 0.5 inches high.
1. Nameplates shall be engraved with the name and identifying number of the
equipment served, as well as the voltage, phase, and number of wires associated
with the piece of equipment (e.g. 277/480 volts, 3 phase, 4 wire).
2. The following items, as appropriate, shall be provided with nameplates:
a. Motor control centers.
b. Starters.
c. Disconnect switches.
d. Control Panels
3. Nameplates shall be permanently affixed with stainless steel screws to the front
trim of the equipment indicated.
PART2-PRODUCTS
This Part is not used.
PART 3 - EXECUTION
This Part is not used.
END OF SECTION 16051
Currituck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C., Project No.: C26202.00
Nameplates
16051-1

SECTION 16110
RACEWAYS AND FITTINGS
PART 1 - GENERAL
1.01 Description of Work
A. New Raceways: All other circuits associated with the electrical work are to be run in
new conduit. A 0.75-inch minimum size is allowed on all electrical conduits.
1. PVC conduit shall be used in poured concrete, in exposed concrete -encased duct
banks, or direct burial.
2. Flexible water -tight metallic conduit shall be used at all equipment connections.
1.02 References
A. American National Standards Institute (ANSI):
1. "Rigid Steel Conduit - Zinc -Coated (ANSI C-80.1)."
2. "Electric Metallic Tubing - Zinc -Coated (ANSI C-80.3)."
B. National Electrical Manufacturers' Association (NEMA):
1. "Electrical Non -Metallic Tubing (NEMA TC-13)."
C. National Fire Protection Association (NFPA):
1. "National Electric Code (NFPA 70)."
D. Underwriters' Laboratories, Inc. (UL):
1. "Flexible Metallic Conduit (UL-1)."
2. "Rigid Metal Conduit (UL-6)."
3. "Liquid -Tight Flexible Metal Conduit (UL-360)."
4. "Schedule 40 and 80 Rigid PVC Conduit (UL-651)."
5. "Electrical Metallic Tubing (UL-797)."
Currituck Water and Sewer, LLC Raceways and Fittings
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C., Project No.: C26202.00 16110-1

PART 2 - PRODUCTS
2.01 Flexible Metal Conduit
A. Liquid -tight flexible steel conduit shall be used for connection to all motors,
transformers, and field -mounted electrical operators. The maximum length of flexible
connections shall be 18 inches.
1. Flexible conduit to lighting fixtures in concealed ceiling cavity may be un-coated
per UL-1. All other flexible conduit must be liquid -tight and listed under UL-360.
2. Flexible metal conduit not exceeding six (6) feet in length shall be used to connect
lighting fixtures in suspended ceilings to the rigid conduit system. The flexible
conduit shall be installed from a properly supported outlet box to the light fixture.
Flexible metal conduit shall not be less than 0.5 inches for tap connections to light
fixtures and shall not run continuously from light fixture to light fixture.
B. Flexible conduit shall not be used in lieu of conduit bends and offsets.
C. Flexible conduit connectors shall be of the proper type with an insulated throat, as
manufactured by T & B or approved equal.
2.02 Rigid PVC Conduit
A. Conduit shall be Schedule 40 and listed under UL 651.
B. Conduit fittings shall also be Schedule 40 PVC.
PART 3 - EXECUTION
3.01 Installation
A. All PVC externally coated galvanized rigid steel conduit systems shall be installed in
complete accordance with the manufacturer's requirements and recommendations.
B. Conduit must be neatly arranged, properly aligned, and supported.
1. Conduit shall be kept at least six (6) inches from flues, steam pipes, or hot water
pipes where possible.
2. Concealed conduit shall be run in a direct line with long sweep bends and offsets
Exposed conduit shall be run parallel to and at right angles to building lines.
Currituck Water and Sewer, LLC Raceways and Fittings
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C., Project No.: C26202.00 16110-2

a. Bends or offsets shall be made with standard conduit ells, field bends made with
an approved bender, or hickey or hub -type conduit fittings.
b. The number of bends in the conduit shall be kept at a minimum and conform to
the National Electric Code.
3. All conduits shall be square cut and reamed to remove any shoulders.
4. Exposed conduit runs shall be strapped, on maximum eight (8)-foot centers and a
maximum of one (1) foot from the termination at each outlet or panel, unless
otherwise indicated. Non-metallic conduit shall be supported at spacings
recommended by the manufacturer.
C. Conduit joints shall be wrench -tight, free from obstructions, clean, and dry before
pulling conductors. The Contractor shall exercise the necessary precautions to prevent
debris from entering conduit, fittings, and boxes during installation. Conduit ends shall
be plugged with approved conduit seals as soon as installed is complete. The conduit
seals shall not be withdrawn until all concrete work, masonry work, and plastering to
be performed under the Construction Contract is complete.
D. Erickson couplings may be used in conduit, but unions will not be permitted. Running
threads or split couplings shall not be permitted.
E. Where conduit runs through building expansion joints, an appropriate expansion fitting
shall be used. Conduit expansion fittings shall have copper bonding jumpers, such as
Crouse Hinds Type XJ Series or Appleton XJ Series.
F. Where conduit passes through masonry or concrete walls, foundations, floor
construction, or partitions, the Contractor shall provide sleeves for the conduit's
passage. The Contractor shall seal around the conduit to make water -tight and fire-
proof. All penetrations cut through smoke/fire walls and partitions shall also be sealed.
Sealant shall be grout for floors and 3-M brand fire -barrier system for walls. Seals
shall be installed according to the manufacturer's recommendations and be equal to the
material through which the conduit is passed.
G. Where conduit passes through partitions and/or dividing spaces having temperatures
that vary by 30 degrees Fahrenheit or more, a seal shall be installed to prevent passage
of moisture in conduits from one area to the other.
END OF SECTION 16110
Currituck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C., Project No.: C26202.00
Raceways and Fittings
16110-3

SECTION 16123
WIRE AND CABLE - 600 VOLTS AND BELOW
PART 1 - GENERAL
1.01 Description of Work
A. The Contractor shall provide and connect all cable and accessories required for the
circuits shown on the Contract Drawings or required by these Contract Specifications.
This includes connection to motors, control panels, instruments, and all other
equipment and accessories to be provided by others.
1.02 Cable Routing
A. The cable runs on the Contract Drawings are schematic in depiction and do not show
exact routings. The endpoints of each run are identified in the wiring and panel
schedules. It is the responsibility of the Contractor to determine exact cable lengths.
B. All cable shall be run in conduit unless otherwise specified on the Contract Drawings.
1.03 References
A. Underwriters' Laboratories, Inc. (UL):
1. "Thermoplastic Insulated Wire and Cable (UL-83)."
B. American Society for Testing and Materials (ASTM):
1. "Cable Stranding (ASTM BB)."
C. National Fire Protection Association (NFPA):
1. "National Electric Code (NFPA-70)."
D. Insulated Cable Engineers Association (ICEA):
1. "Cable Insulation (ICEA 5-66-524)."
2. "Electrical Properties of Materials (ICEA 5-68-516)."
Currituck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C., Project No.: C26202.00
Wire and Cable - 600 Volts and Below
16123-1

PART2-PRODUCTS
2.01 Single Conductor Power and Control Cable
A. Cable shall be UL-listed and labeled as Type USE, THHN, THWN, THHW, or XHHW
for a copper temperature of 75 degrees Celsius in dry locations and 75 degrees Celsius
in wet locations. Cable shall have Class B stranded copper conductor per ASTM B 8
with 600-volt thermoplastic insulation. The jacket and/or insulation material of the
cable shall not support combustion. The cable shall be suitable for use in both conduit
and direct burial installation.
B. All service, feeder, branch, control, and signaling circuit conductors shall be color -
coded. Color shall be white for neutral, and green shall be indicative of grounding
conductors. The color of the ungrounded conductors in different voltage systems shall
be as follows:
1. Twenty-four (24)-volt direct current (DC) instrumentation and control circuits shall
be black and white or black and red.
2. Red, black, and blue shall be used for 120/208-volt, three (3)-phase systems.
3. Yellow, brown, and orange shall be used for 277/480-volt, three (3)-phase systems.
4. Positive thermocouple leads shall be yellow. Negative thermocouple leads shall be
red.
5. Ground conductors shall be either green or bare.
C. Minimum conductor sizes, expressed in units of American Wire Gauge (AWG) or
circular millimeters, are as follows:
1. Power and branch circuits shall be of No. 12 AWG.
2. Class 1 remote control and signal circuits shall be of No. 14 AWG.
Class 2 low -energy remote control and instrumentation circuits shall be of No. 16
AWG.
2.02 Grounding Conductors
A. Grounding and bonding conductors shall conform to ASTM B 1, with solid bare copper
wire for sizes No. 8 AWG and smaller, and ASTM B 8, Class B, with stranded bare
copper wire for sizes No. 6 AWG and larger. Grounding and bonding conductors shall
be insulated type as specified herein or shown on the Contract Drawings.
Currituck Water and Sewer, LLC Wire and Cable - 600 Volts and Below
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C., Project No.: C26202.00 16123-2

B. Grounding conductor sizes shall beat least as large as specified in Article 250 of NFPA-
70), but no smaller than that called for on the Contract Drawings.
2.03 Multi -Conductor Cable
A. Multi -conductor control cable shall be used from field instruments or junction panels
to master control cabinets. Cable shall have No. 14 AWG stranded copper conductors
per ASTM B 8, with THHN/THWN insulation on each conductor. The entire assembly
shall have an overall polyvinyl chloride (PVC) jacket and be listed per UL-1277.
B. Each conductor shall be identified with a dual coding scheme:
1. ICEA Method 1: Solid color with a longitudinal stripe.
2. ICEA Method 4: Printed numbers.
2.04 Twisted, Shielded Parts
A. Twisted, shielded pair (TSP) cable shall be used for all analog signals. Cable shall be
300 volts and UL-listed as Type PLTG. Cables shall have stranded copper conductors
with PVC insulation, an overall aluminum/polyester tape shield, stranded tinned copper
drain wire, nylon rip cord, and an overall PVC jacket.
2.05 Communications Network Cable
A. Network cable shall be used to provide hard -wire communications between the
programmable logic controllers at the various control cabinets, and the main computer.
The cable shall be Belden 9463 "Twinax" or equal.
2.06 Thermocouple Extension Cable
A. Thermocouple extension wire shall be ASA/ISA Type KX, chromel/alumel, 16 gauge,
such as Okonite Type 284-20-3401 or equal.
PART 3 - EXECUTION
3.01 New Circuit Runs
A. All circuits are to be run continuously and without splices where practical. If splices
must be made, they shall be made in boxes or manholes.
1. Make splices, taps, and terminations to carry full ampacity of conductors with no
perceptible temperature rise.
Currituck Water and Sewer, LLC Wire and Cable - 600 Volts and Below
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C., Project No.: C26202.00 16123-3

2. Use high compression connectors for splices and taps No. 6 AWG and larger. Tape
un-insulated conductors and connectors with electrical tape to 150 percent of
insulation rating of conductor.
3. Use solderless pressure connectors with insulating covers for splices and taps No.
8 AWG and smaller.
3.02 Connections
A. The connection of motor branch circuits to motor leads shall be made using Burndy
durium bolts of the proper diameter to match the hole in the spade lug. The bolts shall
have a durium nut and internal shake -proof lockwasher. The bolts shall be trimmed to
proper length so as not to cause unnecessary irregularity in the connection. The
connection shall be completely taped with "Scotchfil" filler to fill voids and pad
irregular shapes. The Contractor shall then use two (2) complete overall layers of
electrical tape half -lapped to seal and protect the mechanical connection.
B. Connections in control cabinets provided by others are to be made per the
manufacturer's/provider's written diagrams and instructions. Wire numbering and
terminal identification will be made per the manufacturer's documents.
1. All wiring in the control cabinets shall be neatly formed, grouped, and taped to
present a neat and orderly appearance. All connections in this control cabinet shall
be made with compression lugs. Under no circumstances shall strands be cut from
the conductors to fit the compression lugs.
END OF SECTION 16123
Currituck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C., Project No.: C26202.00
Wire and Cable - 600 Volts and Below
16123-4

SECTION 16130
OUTLET BOXES, JUNCTION AND PULL BOXES, AND WIREWAYS
PART 1 - GENERAL
1.01 Requirements
A. Boxes shall be provided at locations as specified in Article 300-15 of the National Fire
Protection Association (NFPA) 70.
B. Boxes shall be provided for the mounting and connection of instruments as shown on
the Contract Drawings.
1.02 References
A. National Electrical Manufacturers' Association (NEMA):
1. "Outlet Boxes and Covers (NEMA 051 and 052)."
B. National Fire Protection Association (NFPA):
1. "National Electric Code (NFPA-70)."
C. Underwriters' Laboratories, Inc. (UL):
1. "Boxes, Fittings, and Covers (UL-514A, 514B, and 514C)."
PART2-PRODUCTS
2.01 Outlet Boxes
A. Concealed outlet boxes shall be galvanized iron or steel conforming to UL-514A, either
square or octagonal with knockouts and fitted with plaster rings where necessary to set
flush with the finished surface unless otherwise noted. For use in hollow -core masonry
walls, the switch boxes shall be of sufficient depth to permit conduit to rise in the core
with a minimum cutting of block. Finished boxes or plaster covers shall be flush with
finished walls.
B. Unless otherwise indicated, exposed outlet boxes and instrument mounting boxes shall
be of type NEMA 4X, such as Crouse Hinds FS or FD Cast Series, or manufactured of
Type 304 stainless steel.
Currituck Water and Sewer, LLC Outlet Boxes, Junction and Pull Boxes, and Wireways
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C., Project No.: C26202.00 16130-1

C. Outlet boxes shall be as manufactured by the Steel City Company, Appleton, Raco, or
equal.
2.02 Pull Boxes, Junction Boxes, and Wireways
A. Furnish and install pull boxes, junction boxes, and wireways in the raceway system to
facilitate conductor installation, where necessary and as shown on the Contract
Drawings.
In general, conduit runs of more than 200 feet or with more than three (3) right
angle bends shall have a pull box installed at a convenient intermediate location.
2. Unless otherwise indicated, exterior boxes shall be made of Type 304 stainless
steel, and interior boxes and wireways shall be made of galvanized steel. The metal
gauge and physical size of all boxes and wireways shall be as required by the
NFPA-70 for the number and size of conduits and conductors involved.
3. Pull boxes, junction boxes, and wireways in wet locations shall be of weatherproof
type, manufactured by Hoffman or equal.
4. Contractor shall be responsible for providing pull boxes such that the maximum
pulling tension specified by cable manufacturers is not exceeded.
5. All boxes shall have removable screw covers.
B. Wireway systems shall be complete including straight sections, curved sections,
fittings, accessories, and supports for a complete and fully operational system.
PART 3 - EXECUTION
3.01 Installation
A. Boxes for wall switch outlets shall be mounted as indicated on the Contract Drawings
or as described in "Section 16140 - Wiring Devices" of the Contract Specifications.
When located near doors, outlets shall be installed on the strike side of the door.
The Contractor will coordinate the placement of switch boxes with other trades so
that all switch boxes will be on the strike side of every door unless conditions
dictate otherwise.
2. Surface -switch outlets shall be located in the center of a concrete block with conduit
serving the box running straight and at right angles.
Currituck Water and Sewer, LLC Outlet Boxes, Junction and Pull Boxes, and Wireways
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C., Project No.: C26202.00 16130-2

3. Boxes for receptacle wall outlets shall be mounted as indicated on the Contract
Drawings or as described in "Section 16140 - Wiring Devices" of the Contract
Specifications. Plaster covers shall be located so that, after installation of wiring
devices, the cover plates will fit flush with wall without the necessity of shimming
the wiring device with the wiring device securely attached to the outlet box.
B. Pull and splice boxes shall be mounted to structures with supporting facilities
independent of the conduits entering or leaving the boxes. When several feeders pass
through a common pull box, they shall be tagged to clearly indicate their electrical
characteristics, circuit number, and panel designation. In no case shall the boxes or
wireways be installed in an inaccessible location.
C. Contractor shall coordinate cover plates of boxes so that the appropriate cover plate
will be used.
END OF SECTION 16130
Currituck Water and Sewer, LLC Outlet Boxes, Junction and Pull Boxes, and Wireways
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C., Project No.: C26202.00 16130-3

SECTION 16140
WIRING DEVICES
PART 1 - GENERAL
1.01 Description of Work
A. This section includes the furnishing, installation, and connection of wiring devices.
1.02 References
A. National Electrical Manufacturers' Association (NEMA):
1. "Wiring Devices (NEMA WD-1)."
2. "Dimensional Wiring Devices (NEMA WD-6)."
B. National Fire Protection Association (NFPA):
1. "National Electric Code (NFPA-70)."
C. Underwriters' Laboratories, Inc. (UL):
1. "Snap Switches (UL-20)."
2. "Plugs and Receptacles (UL-498)."
PART2-PRODUCTS
2.01 Receptacles
A. Standard duplex receptacles shall be listed per UL 498.
1. Receptacle face and back -body shall be constructed of a high impact -resistant
thermoplastic material. The receptacle shall provide a back and side -wired
termination. They shall be two (2)-pole, three (3)-wire with a green equipment
ground screw and an automatic grounding system attached to the strap.
2. All receptacles shall be ivory -colored.
Currituck Water and Sewer, LLC Wiring Devices
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C., Project No.: C26202.00 16140-1

3. Receptacle manufacturers shall be as follows:
NEMA Conf4wation
Pass & Sevmour
Hubbell
Arrowhart
5 - 15 R
5262-I
5262-I
5262-I
5 - 20 R
5362-I
5362-1
5362-I
2.02 Switches
A. Standard flush tumbler switches shall be listed per UL-20.
1. Switches shall include a green ground screw attached to the mounting strap. The
device shall be rated for 20 amperes, 120/277 volt AC, and have side and back -wire
terminations. Switches shall be single -pole, double -pole, and either three (3)-way
or four (4)-way as indicated on the Contract Drawings.
2. All switches shall be ivory -colored.
3. Where more than one switch is shown at an outlet, switches shall be installed under
a gang plate.
4. Switch manufacturers shall be as follows:
Tvpe
Pass & Sevmour
Hubbell
Arrowhart
SPST
20ACI-I
1221-I
1221-I
Three (3)-Way
20AC3-I
1222-I
1222-I
Four (4)-Way
20AC4-I
1224-I
1224-I
B. Switches controlling or disconnecting fractional horsepower motor loads shall be
horsepower -rated and approved for motor control service. Switches shall be Square D
Type F or equal, complete with a properly rated overload device and pilot lamp, if
indicated.
2.03 Wiring Device Plates
A. Plates for flush -mounted devices shall be standard size and manufactured of Type 302
stainless steel with a brushed finish. Device plates shall be of the one-piece type and
of a suitable shape to cover the devices. The use of sectional device plates will not be
permitted. Blank plates shall be installed on all unused outlets.
2.04 GFCI Receptacles
A. GFCI receptacles shall be Class A UL-rated with a five (5)-milli amperage ground fault
trip level and a 20-ampere feed -through rating. The device shall have side wire
termination.
Currituck Water and Sewer, LLC Wiring Devices
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C., Project No.: C26202.00 16140-2

1. All GFCI receptacles shall be constructed of a high -impact resistant thermoplastic
material.
2. All GFCI receptacles shall be installed with the ground pin in the up position.
3. GFCI receptacle manufacturers shall be as follows:
NEMA Confizuration
5-15R
5-20R
PART 3-EXECUTION
3.01 Wiring Devices
Pass & Seymour Hubbell Arrowhart
1591 SI GF5252-I GF5242-I
2091 SI GF5350-I GF5342-I
A. Wiring devices shall be as noted by the symbol schedule on the Contract Drawings.
Unless specifically noted otherwise, the mounting height from finished floor to the
center of the device shall be as follows:
1. Tumbler Switches: 48 inches.
2. Convenience Receptacles: 16 inches in finished spaces and 48 inches in shops and
other unfinished spaces.
B. During construction, all wiring devices and plates shall be taped or covered to prevent
paint from getting in devices.
C. Wall -mounted devices shall be flush -mounted in finished walls and surface -mounted
on unfinished interior walls or on existing masonry walls.
END OF SECTION 16140
Currituck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C., Project No.: C26202.00
Wiring Devices
16140-3

SECTION 16160
CIRCUIT BREAKERS
PART 1 - GENERAL
1.01 Description of Work
A. This section includes the furnishing, installation, and connection of circuit breakers into
panelboards.
1.02 References
A. National Electrical Manufacturers' Association (NEMA):
1. "Molded Case Circuit Breakers (NEMA AB-1)."
2. "Enclosures for Industrial Control and Systems (NEMA ICS-6)."
B. National Fire Protection Association (NFPA):
1. "National Electric Code (NFPA-70)."
C. Underwriters' Laboratories, Inc. (UL):
1. "Molded Case Circuit Breakers (UL-489)."
PART2-PRODUCTS
2.01 Circuit Breakers
A. Branches shall have thermal -magnetic, molded case inverse -time of sized noted unless
otherwise noted on Contract Drawings.
1. Breakers shall be bolt -on type, minimum 10,000 A.I.C. at 240 volts and 14,000
A.I.C. at 480 volts, unless otherwise noted.
2. Breakers shall be one (1)-, two (2)-, or three (3)-pole with an integral crossbar to
assure simultaneous opening of all poles in multi -pole circuit breakers.
3. Breakers shall have an over center, trip -free, toggle -type operating mechanism with
quick-make/quick-break action and positive handle indication. Handles shall have
"ON," "OFF," and "TRIPPED" positions.
Currituck Water and Sewer, LLC Circuit Breakers
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C., Project No.: C26202.00 16160-1

4. Breakers shall conform to NEMA AB-1 and be listed under UL-489.
2.02 Manufacturers
A. Circuit breaker manufacturers shall be Cutler -Hammer (Eaton), Square D Company,
General Electric, Siemens (ITE), or equal.
PART 3 - EXECUTION
3.01 Installation
A. Provide circuit breakers in panelboards as indicated on the Contract Drawings and
according to manufacturer's recommendations.
END OF SECTION 16160
Currituck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C., Project No.: C26202.00
Circuit Breakers
16160-2

SECTION 16181
FUSES
PART 1 - GENERAL
1.01 Description of Work
A. Fuses shall be provided with the disconnect switches as indicated on the Contract
Drawings. Fuses shall have 200,000-ampere RMS symmetrical interrupting rating,
unless otherwise specified.
1.02 References
A. Underwriters' Laboratories, Inc. (UL):
1. "Class R Fuses (UL-98E)."
2. "High Interrupting Capacity Fuses (UL-198C)."
3. "Class T Fuses (UL-198H)."
PART2-PRODUCTS
2.01 Cartridge Fuses, Current -Limiting Type (Class R)
A. UL-198E, Class RK-1 time delay type. Associated fuse holders shall be Class R only.
2.02 Cartridge Fuses, Current -Limiting Type (Classes J, L, and CC)
A. UL-198C, Class J for zero to 600 amperes, Class L for 601 to 6,000 amperes, and Class
CC for zero to 30 amperes
2.03 Cartridge Fuses, Current -Limiting Type (Class T)
A. UL-198H, Class T for zero to 1,200 amperes, 300 volts and zero to 800 amperes, 600
volts.
Currituck Water and Sewer, LLC Fuses
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C., Project No.: C26202.00 16181-1

PART 3 - EXECUTION
3.01 Installation
A. Upon completion of the project, the Contractor shall provide the Owner with spare
fuses as shown below:
1. Ten (10) percent (i.e., a minimum of three (3)) of each type and rating of installed
fuses shall be supplied as spares.
B. Fuses shall not be installed until equipment is ready to be energized, and all fuses shall
be of the same manufacturer. All fuses shall be furnished and installed by the
Contractor except where furnished with equipment by other contractors. However, all
fuses, regardless of their source, shall comply with these Contract Specifications. The
Contractor shall coordinate all fuse ratings for equipment supplied by other suppliers.
C. A fuse caution label shall be placed in each fused switch or wherever fuses are used.
The caution label shall indicate the type, size, and manufacturer of the replacement
fuse.
END OF SECTION 16181
Currituck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C., Project No.: C26202.00
Fuses
16181-2

SECTION 16190
ELECTRICAL SUPPORTING DEVICES
PART 1 - GENERAL
1.01 Description of Work
A. All electrical devices provided by the Contractor are to be firmly supported exclusive
of the connecting conduit.
1.02 References
A. National Fire Protection Association (NFPA):
1. "National Electric Code (NFPA-70)."
B. American Society for Testing and Materials (ASTM):
1. "Hot -Dipped Galvanized Steel (ASTM A 386)."
2. "Zinc -Coated Steel (ASTM A 525-G90)."
1.03 Conduit Supports
A. Conduits shall be securely fastened in place on eight (8)-foot maximum intervals,
unless otherwise specified.
1. Hanger supports or fasteners shall be provided at each elbow and at the end of each
straight run terminating at a box or cabinet.
2. Unless otherwise specified, horizontal and vertical conduit runs may be supported
by two (2)-hole malleable straps, beam clamps, or other approved devices which
have suitable bolts and expansion shields for mounting to building structures or
special brackets.
1.04 Equipment Concrete Pads
A. Floor -mounted equipment such as switchboards, motor control centers, and
transformers shall be mounted, level and true, on four (4)-inch thick concrete pads, as
shown on the Contract Drawings. The length and width of each required pad shall be
such that at least six (6) inches around the perimeter of the supported device is exposed.
Currituck Water and Sewer, LLC Electrical Supporting Devices
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C., Project No.: C26202.00 16190-1

1.05 Vertically Mounted Equipment
A. Wall -mounted panels, boxes, equipment racks, and other wall -mounted electrical
equipment are to be bolted directly to the wall, if the wall is of sufficient strength to
support the device. If this is not the case, a galvanized steel strut shall be used to span
between structural members, and the units shall be mounted on the strut.
B. Panels mounted on steel structural assemblies shall be mounted on a strut bolted to the
assembly and provided by the Contractor.
C. Switches, panels, and other free-standing vertical equipment shall be mounted on a
framework, constructed of struts and steel angles as required and provided by the
Contractor.
PART2-PRODUCTS
2.01 Conduit Supports
A. Hangers and clamps shall be made of durable materials suitable for the application
involved. Hanger assemblies shall be galvanized according to ASTM A 386. The use
of perforated iron for supporting conduits will not be permitted. The required strength
of the supporting equipment, as well as the size and type of anchors shall be based on
the combined weight of conduit, hanger, and cables.
B. Overhead Eauipment Supports: Hangers and brackets shall be hung from structural
steel by malleable iron beams or rod clamps and 0.375-inch or larger all -thread
galvanized or sherardized rod. Transformer supports shall be welded construction and
galvanized per ASTM A 386 after fabrication.
C. Equipment Racks:
1. Interior racks shall be constructed of zinc -coated strut according to ASTM A 525-
G90 and painted to match the surrounding surface. Stainless steel mounting
hardware shall be used.
2. Exterior racks shall be constructed of strut, angle iron, or rigid pipe as required and
galvanized per ASTM A 386. Stainless steel mounting hardware shall be used.
PART 3 - EXECUTION
3.01 Mounting Heights
A. Mount switches, push-button stations, and controllers so that the operating handle is
four (4) feet above the standing surface, or as shown on the Contract Drawings.
Currituck Water and Sewer, LLC Electrical Supporting Devices
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C., Project No.: C26202.00 16190-2

3.02 Coordination
A. All equipment attached to the work of others shall be coordinated with the proper
Contractor or trade to assure that no interference occurs.
END OF SECTION 16190
Currituck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C., Project No.: C26202.00
Electrical Supporting Devices
16190-3

SECTION 16205
AUTOMATIC TRANSFER SWITCH
PART 1 - GENERAL
1.01 Summary of Work:
A. The Contractor shall furnish an automatic transfer switch as shown on the drawings
and as specified herein.
B. The complete switch assembly shall meet the applicable requirements of the
following standards,
IEC
IEEE
NEMA
UL
NFPA
C. When a standby generator system or prime power system is furnished as part of the
work, the subcontractor furnishing the generator equipment shall furnish the
automatic transfer switch as recommended by the generator manufacturer.
PART2-PRODUCT
A. The transfer switch(es) shall be 480Y/277 volts, three (3) phase, four (4) wire, three
(3) pole, in phase open transition. The transfer switch(es) shall be capable of
switching all classes of loads and shall be rated for continuous duty when installed
in a NEMA 4X or 3R enclosure constructed in accordance with Underwriters'
Laboratories, Inc. Standard UL-1008.
B. The following additional time delays and controls shall be provided,
1. A 0 to 60 second timer shall delay startup and transfer of the unit to allow
time for normal power to be restored.
2.. The maximum transfer time in either direction shall be six (6) cycles plus a
pre-set time for holding in the neutral position.
3. A 0 to 30 minute timer shall delay transfer back to normal after power has
been restored on the normal source.
Currituck Water and Sewer, LLC Automatic Transfer Switch
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C. Project No.: C26202.00 16205-1

4. A 0 to five (5) minute timer shall be provided to allow the engine to run for
cool -down after transfer back to normal.
C. A three (3) phase voltage sensor shall monitor high or low voltage on either phase,
single -phasing, or phase reversal on both sources.
D. A transparent protective cover shall be provided to protect the operator and to allow
the operator to determine visually the switch position
E. Automatic Operation: Transfer switch(es) shall automatically sense loss of line
power whether the power has been cut off completely or simply dropped below
70% of the rated voltage level. After the loss of line power has been sensed, the
transfer switch shall activate the engine start circuit and automatically transfer the
load to the emergency generator when power becomes available. When normal
power returns, the transfer switch shall automatically transfer the load back to the
normal source and signal the generator to shut down.
F. Contacts shall be silver alloy to prevent sticking and welding. Mechanism shall
provide quick positive action in opening and closing circuits. All contacts and
control elements shall be conveniently removable from the front of the transfer
switch without major disassembly or disconnection of power conductors.
G. The control module shall be on separate panel mounted directly below switching
mechanism. Sensing and control logic shall be solid-state and mounted on plug-in
printed circuit boards. Printed circuit boards shall be keyed to prevent incorrect
installation. Interfacing relays shall be industrial control grade plug-in type with
dust covers and locking clips.
H. The automatic transfer switch shall be rated to withstand the RMS symmetrical
short circuit current available at the automatic transfer switch terminals with the
type of overcurrent protection and voltage as shown on the plans.
L The transfer switch shall be equipped with a manual operator that is designed to
prevent injury to the operating personnel if the manual operator should suddenly
become energized during manual transfer. The manual operator shall provide the
same contact -to -contact transfer speed as the electrical operator to prevent a
flashover from switching the main contacts slowly.
J. The normal and emergency contacts shall be positively interlocked mechanically
and electrically to prevent simultaneous closing.
K. The switches shall include voltage and frequency sensing of the emergency source
and shall be factory set to allow transfer to emergency when that source is at
approximately rated voltage and frequency.
Currituck Water and Sewer, LLC Automatic Transfer Switch
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C. Project No.: C26202.00 16205-2

L. The manufacturer shall provide a letter certifying compliance with all requirements
of the transfer switch specifications. The certification shall identify equipment by
serial number and shall include no exceptions to the specifications not stipulated
with the submittal.
M. The automatic transfer switch shall also be equipped with an exerciser to start the
generator and transfer the load for a period of thirty minutes once a week. After
thirty minutes, the transfer switch shall switch back to the utility power source.
PART 3 - EXECUTION
3.01 Sequence of Operation
A. Engine starting contacts shall be provided to start the generating plant if any phase
of the normal source drops below an adjustable range of 70 to 95% of rated voltage.
B. If the emergency power source should fail during the time delay period, the time
delay shall be bypassed, and the switch shall return immediately to the normal
source. After the switch has retransferred to normal, the engine -generator shall be
allowed to operate at no load for an adjustable period of time (0-5 minutes) to allow
it to cool before shutdown.
C. The transfer switch shall include a test switch to simulate normal power failure,
pilot lights on the cabinet door to indicate the switch closed on normal or
emergency, and two (2) auxiliary contacts on the main shaft; one closed on normal,
the other closed on emergency.
3.02 Submittal, Operator's Manual and Warranty
A. Submittal shall include specification sheets showing all standard and optional
accessories to be supplied; schematic wiring diagrams; dimension drawings; and
interconnection diagrams identifying by terminal number each required
interconnection between the generator set, the transfer switch, and the remote
annunciator panel if it is included elsewhere in these specifications.
B. Five (5) sets of operating and maintenance instruction manuals shall be supplied
after installation. The manufacturer's authorized representative shall explain
operating and safety procedures to operating personnel.
C. The automatic transfer switch and generator set shall be warranted by the generator
set manufacturer for one year from the date of acceptance. The warranty shall cover
all parts and labor. Extended warranty offers shall be made available to the Owner
after the date of acceptance.
D. A letter of certification from a factory representative shall be furnished to the
Engineer within 7 days stating that the automatic transfer switch(es) has been
Currituck Water and Sewer, LLC Automatic Transfer Switch
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C. Project No.: C26202.00 16205-3

installed in accordance with the manufacturer's instructions, and that the switch has
been tested for compliance with the above performance requirements.
END OF SECTION 16205
Currituck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C. Project No.: C26202.00
Automatic Transfer Switch
16205-4

SECTION 16441
DISCONNECT SWITCHES - HEAVY DUTY
PART 1 - GENERAL
1.01 Description of Work
A. Switches shall be furnished and installed at locations as shown on the Contract
Drawings. Switches shall be of the type indicated and specified herein.
1.02 References
A. National Electrical Manufacturers' Association (NEMA):
1. "Enclosures for Industrial Controls (NEMA ICS 6)."
B. Underwriters' Laboratories, Inc. (UL):
1. "Switches, Enclosed and Dead Front (UL-98)."
PART2-PRODUCTS
2.01 Manufacturers
A. Switches shall be as manufactured by Square D Company, General Electric, Siemens
(ITE), or equal.
2.02 Switch Interior
A. All switches shall have switch blades which are visible when the switch is off and the
cover is open.
B. Lugs shall be front -removable and UL-listed for 75 degree Celsius copper conductors.
C. Switches shall have removable arc suppressors to facilitate easy access to line side lugs.
D. All current -carrying parts shall be plated to resist corrosion.
2.03 Switch Mechanism
A. Switch operating mechanism shall be quick-make/quick-break such that, during normal
operation of the switch, the operation of the contacts is not restrained by the operating
handle after the closing or opening action of the contacts has started.
Currituck Water and Sewer, LLC Disconnect Switches — Heavy Duty
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C., Project No.: C26202.00 16441-1

1. The operating handle shall be an integral part of the box, not the cover.
2. The switch shall have provisions for padlocking in the off position with at least
three (3) padlocks.
3. The handle position shall travel at least 90 degrees between "OFF" and "ON"
positions to clearly distinguish and indicate handle position.
4. All switches shall have a dual cover interlock mechanism to prevent unintentional
opening of the switch cover when the switch is on and to prevent turning the switch
on when the cover is open.
a. The cover interlock mechanism shall have an externally operated override, but
the override shall not permanently disable the interlock mechanism. The tool
used to override the cover interlock mechanism shall not be required to enter
the enclosure in order to override the interlock.
2.04 Switch Enclosures
A. Switch enclosures shall be as called for on the Contract Drawings. In general, and
unless otherwise indicated, interior switch enclosures are to be NEMA Type 1, and
exterior and process equipment switch enclosures are to be NEMA 4X stainless steel.
1. NEMA Type 1 enclosures shall be finished with gray baked enamel paint
electrodeposited on cleaned, phosphate pre-treated steel. NEMA Type 4X
enclosures shall have a brush finish on Type 304 stainless steel.
a. NEMA Type 1 enclosures shall have tangential knockouts to facilitate conduit
entry.
b. NEMA Type 4X stainless steel enclosures shall contain no knockouts. Supply
watertight hubs at conduit entry points. NEMA Type 4X cover sealing means
for switches rated through 200 amperes shall be quick release trunk latches.
2. Switch covers shall be attached with welded pin -type hinges.
3. Switch enclosures shall have "ON" and "OFF" position markings stamped into the
cover.
4. Switch operating handles shall be provided with a dual -colored, red/black position
indication.
5. All switches shall have provisions to accept up to three (3) padlocks to lock the
operating handle in the "OFF" position.
Currituck Water and Sewer, LLC Disconnect Switches — Heavy Duty
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C., Project No.: C26202.00 16441-2

2.05 Switch Ratings
A. Switches shall be horsepower rated and sized, with number of poles, as indicated on
the Contract Drawings.
B. Fuses, where called for, shall be Class H or K. Fuses shall comply with "Section 16181
- Fuses" of these Contract Specifications.
PART 3 - EXECUTION
3.01 General:
A. The Contractor is to fabricate a suitable mounting support at each location. Exterior
units are to be mounted on galvanized strut which is attached to the structure by
appropriate bolts or clamps.
B. Mount equipment disconnect switches as close as practical to the served equipment.
END OF SECTION 16441
Currituck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C., Project No.: C26202.00
Disconnect Switches — Heavy Duty
16441-3

SECTION 16450
GROUNDING AND BONDING
PART 1 - GENERAL
1.01 Description of Work:
A. All grounding and bonding per NEC latest edition.
1.02 References:
A. National Fire Protection Association (NFPA):
1. "National Electric Code (NFPA-70)."
B. Underwriter's Laboratories (UL):
1. Grounding and Bonding Equipment (UL-467)."
C. American Societv for Testing and Materials (ASTM):
1. "Concentric Stranded Copper Conductor (ASTM A-8)."
PART2-PRODUCTS
2.01 Grounding Conductor:
A. Equipment Ground: Copper with THW, THHN, THWN, or XHHW insulation, green
identifying color, and sized per NFPA-70 (Table 250-94).
B. Surge Protection Ground: Copper with THW or THHN/THWN insulation, green
identifying color, 250 MCM.
C. Buildin4 Ground Grid: No. 4/0 soft -drawn, stranded, bare, copper, per ASTM B 8.
2.02 Ground Electrodes and Connectors:
A. Electrodes: Copperclad steel, sectional 0.75-inch diameter by 10 feet long, and per
UL-467.
B. Electrode Connections: Thermite weld by Cadweld or equal.
Currituck Water and Sewer, LLC Grounding and Bonding
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C. Project No.: C26202.00 16450-1

C. Water Pipe Connections: 0.2./Gedney "CG" Series connector or equal. Connector
design shall provide pipe clamping device separate from four (4)-lug ground wire
device.
PART 3 - EXECUTION
3.01 Installation General:
A. Grounding Electrode Svstem:
1. Building feeder grounds to be connected to building grounds per NFPA-70 (Article
250).
2. Grounding electrode conductors shall be connected to the service entrance panel
per NFPA-70
B. Eauipment Grounding: Metallic structures, enclosures, raceways, junction boxes,
outlet boxes, cabinets, machine frames, and other conductive items in close proximity
with electrical circuits shall be grounded.
C. Conduit Svstems:
1. Ground all metallic conduit systems.
a. Bond conduit containing only a grounding conductor at the entrance and exit
from the conduit.
3.02 Grounding Electrode Installation:
A. Drive each rod section vertically in the earth for the full length of the rod per NFPA-
70.
B. All ground cable connections to rods are to be by exothermic weld.
C. Where rock prevents the driving of vertical ground rods, install grounding electrodes
in horizontal trenches to achieve the specified resistance.
END OF SECTION 16450
Currituck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C. Project No.: C26202.00
Grounding and Bonding
16450-2

SECTION 16460
SPECIALTY TRANSFORMERS
PARTI-GENERAL
1.01 Description of Work:
A. The Contractor shall furnish and install dry -type transformers of the sizes and types as
shown on the Contract Drawings. The primary voltage shall be as noted.
1.02 References:
A. National Electrical Manufacturers' Association (NEMA):
1. "Dry Type Transformers (NEMA ST-20)."
B. Underwriters' Laboratories, Inc. (UL):
1. "Specialty Transformer (UL-506)."
1.03 Quality Assurance:
A. Transformer Tests and Certification: The transformers shall be tested in accordance
with latest revised standards of Institute of Electrical and Electronic Engineers (IEEE)
and NEMA. The manufacturer shall certify that tests, made under conditions set forth
in latest NEMA and ASA standards covering such tests, have produced a maximum
audible sound level in the transformer less than 45 decibels for up to 45 KVA and 50
decibels up to 150 KVA.
1.04 Manufacturers:
A. Acceptable transformer manufacturers include:
1. Cutler -Hammer
2. Square D Company
3. Federal Pacific
4. General Electric.
5. Or equal as approved by the Engineer.
Currituck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C., Project No.: C26202.00
Specialty Transformers
16460-1

PART2-PRODUCTS
2.01 General:
A. All transformers are to be listed under UL-506.
2.02 Insulation:
A. The transformers shall have a Class H 220-degree Celsius insulation system with
average temperature rise not exceeding 150 degrees Celsius above an ambient of 40
degrees Celsius, unless noted otherwise.
2.03 Taps:
A. The transformers shall be provided with four (4) full capacity 2.5-percent taps below
rated voltage and two (2) 2.5-percent taps above rated voltage.
2.04 Secondary Neutral:
A. Secondary neutral terminal of each transformer shall be grounded by mechanically
protected insulated copper wire.
2.05 Enclosure:
A. Transformers shall be ventilated, in a Type NEMA 4X enclosure, unless otherwise
noted or approved.
B. Transformers shall be provided with internally mounted vibration isolators.
PART 3-EXECUTION
3.01 Installation:
A. Mounting: The transformers shall be designed for floor mounting unless noted
otherwise on the Contract Drawings. Contractor shall provide all mounting hardware
for mounting transformers.
END OF SECTION 16460
Currituck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C., Project No.: C26202.00
Specialty Transformers
16460-2

SECTION 16470
POWER DISTRIBUTION PANELBOARD
PART 1-GENERAL
1.01 Description of Work:
A. Furnish and install distribution panelboards as specified herein and as shown on the
Contract Drawings.
1.02 References:
A. The panelboards referenced herein shall designed and manufactured according to the
latest revision of the following codes and standards.
1. National Electrical Manufacturers' Association (NEMA):
a. "Panelboards (NEMA PB 1)."
b. "Instructions for Safe Installation, Operation and Maintenance of Panelboards
Rated 600 Volts or Less (NEMA PB 1.1)."
2. Underwriters' Laboratories, Inc. (UL):
a. "Panelboards (UL-67)."
3. CSA Standards:
a. "Panelboards and Enclosed Panelboards (C22.2 No. 29-M1989)."
4. National Fire Protection Association (NFPA):
a. "National Electric Code (NFPA-70)."
PART 2-PRODUCTS
2.01 Manufacturers:
A. Approved manufactures are
1. Square-D Company
2. Cutler -Hammer
Currituck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C. Project No.: C26202.00
Power Distribution Panelboard
16470-1

3. GE
4. Or equal as approved by engineer.
2.02 Power Distribution Panelboard:
A. Interior:
1. Interior shall be rated for 480Y/277 volts three-phase, 208Y/120V three-phase, or
120/240 volts, single phase, alternating current.
2. Minimum short circuit current rating: 22,000 rms symmetrical amperes contractor
to obtain maximum available fault current, and size panels appropriately.
3. Provide continuous buss bars per phase. Each buss bar shall have sequentially
phased branch circuit connectors suitable for plug -on or bolt -on branch circuit
breakers. The bussing shall be fully rated. Panelboard buss current ratings shall be
determined by heat -rise tests conducted in accordance with UL-67. Bussing shall
be copper as standard construction. Panelboards shall be suitable for use as "service
Equipment" when application requirements company with UL-67 and NFPA-70
(Articles 230-F and G) and when construction drawings require.
4. All current -carrying parts shall be insulated from ground and phase -to -phase by
Noryl high dielectric strength thermoplastic or equivalent.
5. Split solid neutral shall be plated and located in the mains compartment so all
incoming neutral cable may be of the same length. [UL-listed panelboards with
200 percent rated solid neutral shall be plated copper for non -linear load
applications. Panelboards shall be marked for non -linear load applications].
6. Interior trim shall be of dead -front construction to shield user from energized parts.
Dead -front trim shall have pre -formed twist outs covering unused mounting space.
7. Nameplates shall contain system information and catalog number or factory order
number. Interior wiring diagram, neutral wiring diagram, UL label, and short
circuit current rating shall be displayed on the interior or in a booklet format.
8. Contractor shall supply a power distribution panelboard large enough to accept the
required circuit for a complete job. Multiple sections with feed-thru lugs may be
required.
B. Main Circuit Breaker (600 AMR
1. There shall be a 600 AMP, inverse -time main breaker.
Currituck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C. Project No.: C26202.00
Power Distribution Panelboard
16470-2

2. Main circuit breakers shall have an over center, trip -free, toggle mechanism which
will provide quick-make/quick-break contact action. Circuit breakers shall have a
permanent trip unit with thermal and magnetic trip elements in each pole. Each
thermal element shall be true rms sensing and be factory -calibrated to operate in a
40-degree Celsius ambient environment. Thermal elements shall be ambient
compensating above 40 degrees Celsius.
3. Two (2)- and three (3)-pole circuit breakers shall have common tripping of all
poles. Circuit breakers frame sizes above 100 amperes shall have a single magnetic
trip adjustment located on the front of the circuit breaker which allows the user to
simultaneously select the desired trip level of all poles. Circuit breakers shall have
a push -to -trip button for maintenance and testing purposes.
4. Breaker handle and faceplate shall indicate rated ampacity. Standard construction
circuit breakers shall be UL-listed for reverse connection without restrictive line or
load markings.
5. Circuit breaker escutcheon shall have international input/output markings, in
addition to standard on/off markings. Circuit breaker handle accessories shall
provide provisions for locking handle in the "ON" or "OFF" position.
6. Lugs shall be UL-listed to accept solid or stranded copper conductors only. Lugs
shall be suitable for 90-degree Celsius rated wire, sized according to the 75-degree
Celsius temperature rating, perNFPA-70 (Table 310-16). Lug body shall be bolted
in place; snap -in designs are not acceptable.
7. The circuit breakers shall be UL-listed for use with the following accessories:
Shunt Trip, Under Voltage Trip, Ground Fault Shunt Trip, Auxiliary Switch, Alarm
Switch, Mechanical Lug Kits, and Compression Lug Kits.
C. Branch Circuit Breakers:
1. Branch circuit breakers shall be inverse time. Circuit breakers shall be UL-listed
with amperage ratings, interrupting ratings, and number of poles as indicated on the
panelboard schedules.
2. Molded case branch circuit breakers shall have bolt -on type bus connectors.
3. Circuit breakers shall have an over center toggle mechanism which will provide
quick-make/quick-break contact action. Circuit breakers shall have thermal and
magnetic trip elements in each pole. Two (2)- and three (3)-pole circuit breakers
shall have common tripping of all poles.
4. There shall be two forms of visible trip indication. The breaker handle shall reside
in a position between "ON" and "OFF". In addition, there shall be an indicator
appearing in the clear window of the circuit breaker housing.
Currituck Water and Sewer, LLC Power Distribution Panelboard
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C. Project No.: C26202.00 16470-3

5. The exposed faceplates of all branch circuit breakers shall be flush with one
another.
6. Lugs shall be UL-listed to accept solid or stranded copper conductors only. Lugs
shall be suitable for 90-degree Celsius rated wire, sized according to the 75-degree
Celsius temperature rating, per NFPA-70 (Table 310-16).
7. Breakers shall be UL-listed for use with the following factory installed accessories:
Shunt Trip, Auxiliary Switch, Alarm Switch.
D. Transient voltage surge suppressor (TVSS):
1. A TVSS shall be supplied to meet ANSI/IEEE category C 1 combination wave, with
surge counter.
E. Enclosures:
1. TVDe 1 Boxes:
a. Boxes shall be galvanized steel constructed in accordance with UL-50
requirements.
b. Boxes shall have removable end walls with knockouts located on one end.
Boxes shall have welded interior mounting studs. Interior mounting brackets
are not required.
2. Tvpe 1 Fronts:
a. Front shall meet strength and rigidity requirements per UL-50 standards. Front
shall have American National Standards Institute (ANSI) 49 gray -enamel
electrodeposited over cleaned phosphatized steel.
b. Fronts shall be hinged one (1)-piece with door. Mounting shall be as indicated
on the Contract Drawings.
c. Front shall have cylindrical tumbler type lock with catch and spring -loaded
stainless -steel door pull. All lock assemblies shall be keyed alike. Two (2)
keys shall be provided with each lock. A clear plastic directory card holder
shall be mounted on the inside of door.
3. Tvpe 3R, 3S, 5, and 12:
a. Enclosures shall be constructed in accordance with UL-50 requirements.
Enclosures shall be painted with ANSI 49 gray -enamel electrodeposited over
cleaned phosphatized steel.
Currituck Water and Sewer, LLC Power Distribution Panelboard
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C. Project No.: C26202.00 16470-4

b. All doors shall be gasketed and equipped with a tumbler -type vault lock and
two (2) additional trunk -type latches. All lock assemblies shall be keyed alike.
Two (2) keys shall be provided with each lock. A clear plastic directory card
holder shall be mounted on the inside of door.
c. Maximum enclosure dimensions shall not exceed 20 inches wide and 6.5 inches
deep.
4. TVDe 4 and 4X:
a. Enclosures shall be constructed in accordance with UL-50 requirements.
Enclosures shall be manufactured from stainless steel. Other corrosion -
resistant materials shall be acceptable, upon prior approval from Engineer.
b. All doors shall be gasketed and equipped with a tumbler -type vault lock and
two (2) additional trunk -type latches. All lock assemblies shall be keyed alike.
Two (2) keys shall be provided with each lock. A clear plastic directory card
holder shall be mounted on the inside of the door.
PART 3 -EXECUTION
3.01 Installation:
A. Install panelboards in accordance with manufacturer's written instructions, NEMA PB
1.1, and NFPA-70.
B. Anchor panelboards to structure and make branch circuit connections.
C. Coordinate the panelboard bus ratings and circuit breaker coordination rating with the
available fault current.
3.02 Field Quality Control:
A. Inspect complete installation for physical damage, proper alignment, anchorage, and
grounding.
B. Measure steady state load currents at each panelboard feeder and rearrange circuits in
the panelboard to balance the phase loads within 20 percent of each other. Maintain
proper phasing for multi -wire branch circuits.
C. Check tightness of bolted connections and circuit breaker connections using calibrated
torque wrench or torque screwdriver, per manufacturer's instructions.
Currituck Water and Sewer, LLC Power Distribution Panelboard
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C. Project No.: C26202.00 16470-5

END OF SECTION 16470
Currituck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C. Project No.: C26202.00
Power Distribution Panelboard
16470-6

SECTION 16480
MOTOR CONTROL EQUIPMENT
PART 1-GENERAL
1.01 Description of Work:
A. Combination Motor Starters:
1. Combination motor starters maybe used for motor control in lieu of a motor control
center for the purposes of equipment motor control.
2. All motors 4 HP and larger shall have soft starters integral with the combination
motor starters or VFD controls.
3. Panels, appropriate for indoor/outdoor installation as required, with full voltage,
non -reversing type, National Electrical Manufacturers' Association (NEMA)-rated
combination motor starters with fuses and thermal overload units shall be provided
in locations as shown on the Contract Drawings.
1.02 References:
A. NEMA:
1. "Molded Case Circuit Breakers (NEMA AB 1)."
2. "Industrial Control Devices, Controllers, and Assemblies (NEMA ICS 2)."
3. "Enclosures for Industrial Controls and Systems (NEMA ICS 6)."
4. "Enclosed Heavy -Duty Switches, Underwriters' Laboratories, Inc. (UL)-Listed
(NEMA KS 1)."
1.03 Submittals:
A. Submit shop drawings and product data under provisions of "Section 01340 -
Submittals" and "Section 16010 — Electrical Requirements" of these Contract
Specifications.
1. Indicate on shop drawings, the front and side views of motor control enclosures
with overall dimensions. Include conduit entrance locations and requirements;
nameplate legends; size and number of bus bars per phase, neutral, and ground; as
Currituck Water and Sewer, LLC Motor Control Equipment
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C., Project No.: C26202.00 16480-1

well as any electrical characteristics including voltage, frame size and trip ratings,
withstand ratings, and time -current curves of all equipment and components.
B. Provide product data on motor starters, VFD controls and combination motor starters,
soft starters, relays, pilot devices, as well as switching and over -current protective
devices.
C. Submit manufacturer's instructions and recommendations per "Section 01340 -
Submittals" and "Section 16010 — Electrical Requirements " of these Contract
Specifications.
PART2-PRODUCTS
2.01 Acceptable Manufacturers - Motor Starter Equipment:
A. Allen Bradley.
B. Cutler -Hammer.
C. General Electric.
D. Siemens.
E. Square D Company.
F. Or equivalent as approved by the Engineer.
2.02 Individually -Mounted Magnetic Motor Starters:
A. Magnetic motor starters: Conform with NEMA ICS 2. Shall be alternating -current
(AC) general-purpose Class A magnetic controller for induction motors rated in
horsepower.
B. Full voltaiae starting: Non -reversing type.
C. Soft starting/reduced voltage starting 300% of full load amps or less, or VFD starting.
D. Coil operating voltage: 120 volts, 60 hertz.
E. Size: Conform with NEMA ICS 2 with size as shown on Contract Drawings.
F. Overload relay: Conform with NEMA ICS 2, melting alloy.
G. Enclosure: Conform with NEMA ICS 6. Enclosure shall be Type 12, Type 3R, Type
4X, or Type 1 as shown on the Contract Drawings.
Currituck Water and Sewer, LLC Motor Control Equipment
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C., Project No.: C26202.00 16480-2

H. Combination motor starters: Combine motor starters with motor circuit protector
disconnect in common enclosure.
I. Auxiliary contacts: Conform with NEMA ICS 2. Provide and install field -convertible
contacts in addition to seal -in contacts.
J. Pushbuttons: Conform with NEMA ICS 2. Provide "START" and "STOP"
pushbuttons in front cover.
K. Indicating lights: Conform with NEMA ICS 2. provide "RUN" green indicating light
in front cover.
L. Selector switches: Conform with NEMA ICS 2. Provide "HAND/OFF/AUTO"
selector switch in front cover.
M. Control power transformers: Provide a 120-volt secondary, 150 VA minimum, in each
motor starter. Provide two (2) primary fuses and one (1) secondary fuse. Provide 100
VA extra capacity to power external solenoids and relays.
2.03 Controller Overcurrent Protection and Disconnecting Means:
A. Motor circuit protector: Conform with NEMA AB 1. Provide circuit breakers with
integral inverse/time magnetic trip in each pole.
PART 3 - EXECUTION
3.01 General:
A. Deliverv, Storage, and Handling:
1. Deliver motor control equipment on 40-inch maximum width shipping splits,
individually -wrapped for protection, and mounted on shipping skids.
2. Store and protect motor control equipment in a clean, dry space. Maintain factory
wrapping or provide an additional heavy canvas or heavy plastic cover to protect
units from dirt, water, construction debris, and traffic.
3. Handle motor control equipment in accordance with manufacturer's written
instructions. Lift only with lugs provided for the purpose of lifting. Handle
equipment carefully to avoid damage to components, enclosure, and finish.
Currituck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C., Project No.: C26202.00
Motor Control Equipment
16480-3

B. Installation:
1. Install motor control equipment in accordance with the manufacturer's instructions
and recommendations.
2. Select and install heater elements in motor starters to match installed motor
nameplate data.
3. Motor data: Provide neatly typed labels inside each motor starter enclosure door
identifying the motor served, nameplate horsepower, full load amperes, code letter,
service factor, and voltage/phase ratings.
END OF SECTION 16480
Currituck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C., Project No.: C26202.00
Motor Control Equipment
16480-4

SECTION 16902
ELECTRIC RELAYS
PART 1 - GENERAL
1.01 Description of Work
A. This section contains specifications for relayed electrical controls.
1.02 References
A. National Electrical Manufacturers' Association (NEMA):
1. "General Standards for Industrial Control Systems (NEMA ICS 1)."
2. "Standards for Industrial Control Devices, Controllers and Assemblies (NEMA
ICS 2)."
3. "Enclosures for Industrial Controls and Systems (NEMA ICS 6)."
PART 2-PRODUCTS
2.01 Manufacturers - Control Relays
A. All 600-volt-alternating current (VAC) and 250-volt-direct current (VDC) magnetic
relays shall have convertible contacts, such as Square D Company Class 8501 Type X
or equal. Contacts shall be double break and made of silver alloy. Contacts shall be
convertible from normally open to normally closed or vice versa, without removal of
any wiring. Contacts shall be color -coded to indicate status.
B. Contact ratings shall be NEMA A600 and P300 and shall conform to NEMA ICS 2.
C. Coil voltages shall be available from 12 to 600 VAC and six (6) to 250 VDC. Relays
shall be expandable from two (2) poles to twelve (12) poles. Relays shall have
accessories to provide pneumatic timing and mechanical latching provisions.
D. Coils shall be of molded construction and continuous duty rated. Terminals shall be
provided with pressure wire connectors. Relays shall have common mechanical tie bar.
Relays shall have available overlapping contact cartridges and 20-ampere master
contact cartridges. Relays shall have logic reed adder decks available. Relays shall
have transient suppressor accessories available.
Currituck Water and Sewer, LLC Electric Relays
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C., Project No.: C26202.00 16902-1

E. Relays shall have the capability of mounting directly to both panels and mounting
tracks.
PART 3 -EXECUTION
3.01 Installation
A. Install devices and equipment in accordance with manufacturer's instructions and
according to the Contract Drawings.
B. Install individual relays in enclosures.
C. Make electrical wiring interconnections as shown on Contract Drawings.
END OF SECTION 16902
Currituck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C., Project No.: C26202.00
Electric Relays
16902-2

Eagle Creek WWTP Minor Modification
Currituck Water and Sewer, LLC
,J/f Engineering Calculations
SEAL
17069
�'9,Q •.FNGINE��•'���:
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 Eagle CceekR P Minot M.diScati®
Project Number: C26202.00
F.c ty Address 287 Green View Road
County: Cuzzftuck County, N.zth Carolina
Subject Column Sizing CaluNations
Date: 04/26/24
Influent Plpe
I
AI _____ B
y__________________ ___________________
%,V=OI C01umnA CeWmnB
Influent Pipe
Pme Matenal:
1c1.40St
Nominal Size:
8
inch
W.11 Thickness:
0.322
inch
Inner Dmmeter.
].981
inch
Density of Steel:
028
IbAN
Length to P.mt B:
30
ft
Weight of Pipe:
M."
lb
Water in Influent Pipe (IF Full)
Area of Inner Pme:
0.35
­ft.
Volume of Inner P,pe:
10.42
ft3
umt Weight of Water.
62.4
�IF
Weight of Water in Pipe:
f o.35
1b
)Total Weight m be Supported: 14.9].00 lb
I'X_CoWmn B:
1 27 tt
Weight Supported ,n
1330.66 Ib
C.L.-A:
Weight Supported,.
166.33 lb
Column B:
E SCH.40Steel:
29000000 Ibh- 2
IK:
I 1
CeWm.A
CeWm. B:
Factor of Safety:
I
-C.:-"A _reou,red:
0.0- in4
I_C.umn B_reou,red:
0.005 in4
Not
* - Freld Measurements
L_Ulu- - Column He,ght
(These Are Approximations)
Nom.S,ze_Colum,A_reou,-d: 1.25 ,nth
O.D. Colu-A -u-d: 1.66 ,nth
N.m.S- Column B-re.uued: 1.25 ,nth
0.0 _Column B-re.uued: 66
Selected Column Characteristics
Column Material Selected: Sch.40 Steel
Nom. Size Selected: 3.00
nth
nth.
3.50
inch
II.D.Selocted: 3.07
inch I
Not
M-- Des,gn Nom. S,ze for Selected P,pe Des,gn ,s 3 mch
Long Column Oesign -Horizontal Section
Wind Load on Column
Surface ABected_Column A:
2.61
,nth
S.H.- ABected_Column B:
2.61
,nth
Des,g.W,.d V,W,,ry:
-mph
I
Pressure.. C.Wmns:
0.18
Wb
I
Tmal Leadat End of CeWmn A:
35.00
I
Ib
Imta L.aa at E.a of cnwm. B:
ae.ee
m
c.wmnA emeaL re..,rea:
0.0010
m4
c.wmn B_ meal ,e..,rea:
0.em2
M
Column A
Nom.S- Column A_re -d: 1.25 mch
IO.D.Column A_reou-d: 1.66 mch I
Nom. S,ze_Column B-re.uued: 1.25 ,nth
O.D. Column B-re.uued: 1.66 ,nth
I.D. Column B re.u-d: 1.38 mch
IC. I- Material Selected: Sch.40&..1
Nom. Size Selected: 3.00 nth
O.O.-Selected: 3.50 inch
I.O.-Selected: 3.07 inch
Not
M,n,mum Des,gn Nom. S,ze for Selected P,pe Des,gn ,s 3,nch
W,nd Velonty,s assumed 100 mph - Based - Sources
1.6.1 Glanm
[mmt.aw e.a u.x�aros�.�imm �a�
•.� i-..n.aammro.:mom
x-d0su.'aiepa 6.vmr�&Prna.gpn.e
nm.wt auti.etepe rr�. cx �a.im:.tua..
Pieu:bpnx E,K= iA
Pueipm6 K-0.i
Pim0.5x. %=3.0
Lel
n = 0.002S6v2
w ^*
Cmkd bat] iq t¢nr Got Inb r olwr�'

Project:
Project Number:
Facility Address
County:
Subject:
Date:
Eagle Creek WWTP Minor Modification
C26202.00
287 Green View Road
Currituck County, North Carolina
Plate Sizing Calculations
04/26/24
plate Material is A36 Steel and Concrete Compressive Strength is 3.0 KSI
Concrete Compressive Strength fc 3000 PSI
Plate Design
Ultimate load = 1.4 D 1943 lb
Pu=1.4D 2 kip
Required Bearing Area
Al IS Area of Plate Inch
A2 IS Area of footing top Surface 16*16 Inch
0.6
Pp =0.85 fc' Al rA2/A1
Al 10*10 Inch
Al 100 Inch
A2 256 Inch
Ckeck Upper Limit
4) Pp? Pu Check 1
Pp =0.85 fc' A1irA2/A1 15 1.7 fc' Al Check 2
Pp =0.85 fc' A1,rA2/A1 408 kip
1.7 fc' Al 510 kip
Plate Sizing 10*10 Inch

Project:
Eagle Creek WWTP Minor Modification
Project Number:
C262O2.00
Facility Address
287 Green View Road
County:
Currituck County, North Carolina
Subject:
Foundation Sizing Calculations
Date:
04/26/24
Column A dead Load = Volume *density of steel
57.12 lb
load from Reaction A 1330.7 lb
Total Dead load 1387.82 lb
Ultimate load =1.4 D 1943 lb
Material Pronerties
Concrete Compressive Strength fc 3000 PSI
Steel Yield Strength Fy 60000 PSI
Normal Weight Concrete 1
Density of Concrete 150 lb/ft3
Maxium Allowable Net Soil Bearing Capacity
Area of Footing total service load (Y P)
Ilowable soil pressure, qa
C IS the Outer Diameter of Column A
B=L
A
Therefore Provided 16 *16 Souare Inches
One-Wav Shear Design
Shear reduction factor:
� Vn 7 Vu
V. = V, +Ys
Thcrc£or(c:
V, =2 'b.d
Assume The Depth Of Footing
d
Ifc'
Vc
Vc
oa_ = 0.75
Assume V. = 0 (no shear reinforcement)
K= K
12 in
6 in
54.772256 PSI
10.516273 KIP
7.8872048 KIP
qu 7.5896406 Lb/in2
Vu 0.0303586 KIP
4) Vc? Vu Therefore ,Assumed Depth is Adequate
I 12 in
1000 PSF Presumed
1.38782 SF
3.5 inch
16 inch
256 Inch

Project: Eagle Creek WWTP Minor Modification
Project Number: C26202.00
Facility Address 287 Green View Road
County: Currituck County, North Carolina
Subject: Pipe Sizing Calculations
Date: 04/26/24
Aqua -Aerobic Systems, Inc. Disk Filter (Model No. ADFP-54x2E-PC)
Backwash Pump
Pump Flowrate:
60
GPM
Discharge Pipe Material:
DIP
Discharge Pipe Nominal Diameter:
3
inches
Discharge Pipe Inner Diameter:
3.46
inches
Pipe Velocity:
2.05
fUs

Two- Wav Shear Design
Shear reduction factor:
0 vn � vu
V. =V + Vs
Vc = 4AFb.d
Use a reduction factor of 0.75:
0Vr _ (0.75)4.1 j.b.d
V" — q.Ka) 2—(c+d)21
b, = 4(c + d)
C IS the Outer Diameter of Column A+ 2(1.6)
bo 50.8 in
Vc 66.778334 kip
Vc 50.083751 kip
qu 7.5896406 Lb/in2
Vu 0.7188149 kip
And satisfying: Vu :� ovc
4) Vc? Vu Therefore ,Assumed Depth is Adequate
6.7 inch
t

Flexure Design
M, =q.(1—c )2 (h)12
15m
C _ T
C = 0.85f ba and 1' = A,fy
a = Asfy, and
0.85 fh
OM. = 0As f , (d —
iWMICE, ;:N T%IIF110
a 1.47 As
0.9
(�Mn=Mu
As 8.16 Inch
Check the minimum
reinforcement ratio: pi = 0.0018
As min 0.3456 Inch
As Required >! As min
(E—c)12
ASTM Standard Reinforcing Bars
Ba Size
Diameter (im)
i (in3) We*ht (Wft)
#3
0.375
0.11
0.376
#4
0.500
0.2D
0.669
#5
0.625
0.31
1.043
#6
0.750
0.44
1.502
Pr7
0.875
0.60
2.044
#8
1.000
0.79
2.670
#9
1.128
1.00
3.40D
#10
1.270
127
4.303
#11
1.410
1.56
5.313
Pr14
1.693
225
7.650
Prig
2.257
4.DD
13.60
Use 14 No 4 Bars Distributed Uniformly Across The Entire 16 in Width of footing

Eagle Creek WWTP Minor Modification
Currituck Water and Sewer, LLC
� SEAL
17069
c9,p • FNGINE��
MACC���``�:
����mtt t t t t►►►►��`
Vz-y
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]

Reconditioned AquaDisk°
Cloth Media Filter
Say Good "Buy" to Full Price
New to Our Refurbished Inventory:
Model ADFP54X2E-PC AquaDisk
Cloth Media Filter
Aqua -Aerobic Systems' Aftermarket
Department recently purchased back
a 2 disk filter from our installation
base. Please see photos of this unit,
that we have refurbished, and is now
available for shipment.
This 2-disk unit has an average capacity of 0.5 MGD and a
maximum capacity of 1.0 MGD. Unit is supplied with
PES-13 nominal 10 micron cloth.
1hr��H�AO_UA-AEROBIC SYSTEMS, INC.
A Met —ter Company
What to Expect with
Refurbished AquaDisk°
Cloth Media Filter
• A New Control Panel to
include an Allen Bradley
Micrologix PLC with an
Allen Bradley Panelview
Plus 7 Model 700 HMI
• New Backwash System
including New Gorman
Rupp Backwash Pump
• New OptiFibero Pile
Cloth Media
• Stainless Steel Pressure
Washed Tank
• A New Drive System,
including motor
• New Conduit
• New V-Ring Seal
• New Vacuum Gauges
for the Backwash
System
• New Pressure
Transducer
• 12 Month Warranty
9 2020 Aqua -Aerobic Systems, Inc. 815-654-2501 • www.aciva-aerobic.com

I&. AQUA -AEROBIC SYSTEMS, INC.
A Metawater Company
Proposal#: 174860
TO: ELJ Inc. PROJECT: EAGLE CREEK WWTP, NC
133 Batting Cage Trail
Jacksonville
North Carolina 28540
USA
ATN: Ed Jones Jr. PROPOSAL DATE: March 19, 2024
CC: Heyward Incorporated / ph#: 704/583-2305 / fx#: 704/583-2900
Tim Bishop
File
The following Notes apply to Aqua -Aerobic Systems' proposal:
- We are pleased to quote, for acceptance within 30 days of this date, prices and terms on goods listed below.
- Equipment will be furnished by Aqua -Aerobic Systems, Inc. with unloading of goods, civil work, and
installation by the Buyer.
- The proposal is for the supply of (1) Refurbished ADFP54X2E-PC package AquaDisk Cloth Media Filter.
Cloth Media Filters
AquaDisk Tanks/Basins
'I Refurbished AquaDisk Model # ADFP-54x2E-PC Package Filter Painted Steel Tank(s) consisting of:
- 2 disk tank(s) will be refurbished, painted steel, estimated dry weight is 8,400 lbs., and estimated operating
weight is 27,500 lbs. The tank will be painted with paint manufactured by Sherwin Williams or Tnemec.
- Refurbished 304 stainless steel effluent seal plate weldment(s).
AquaDisk Centertube Assemblies
'I Centertube Assembly(ies) consisting of:
- Refurbished 304 stainless steel centertube weldment(s).
- U.H.M.W. polyethylene multi -segment driven sprocket(s).
- Dual wheel carrier assembly(ies).
- Refurbished rider wheel bracket assembly(ies).
- Refurbished 304 stainless steel effluent seal plate weldment(s).
- Centertube end support bearing kit(s).
- Viton V ring effluent port\centertube seal(s).
- Refurbished Disk segment 304 stainless steel support rods.
- Media sealing gaskets.
- Pile cloth media and non -corrosive support frame assemblies.
'I Cloth set(s) will have the following feature:
- Cloth will be chlorine resistant.
AauaDisk Drive Assemblies
1 Drive System Assembly(ies) consisting of:
- Gearbox(es) with three phase 1/2 HP drive motor(s).
-Acetal drive chain(s) with 304 stainless steel link pins.
6306 N. Alpine Rd. Loves Park, IL 61111-7655 p 815.654.2501 f 815.654.2508 www.aqua-aerobic,com
Copyright 2024, Aqua -Aerobic Systems, Inc Printed: March 19, 2024 Page 1 of 7

PROPOSAL DATE: March 19, 2024 Proposal#: 174860
- Refurbished Chain guard weldment(s).
- Warning label(s).
- Refurbished Adjustable drive bracket weldment(s).
- Refurbished Stationary drive bracket weldment(s).
- Nylon drive sprocket(s).
AauaDisk Backwash/Sludae Assemblies
1 External Piping Assembly(ies) consisting of:
- 2" flexible hose.
1 Backwash Hose Assembly(ies) consisting of:
- 3.75" O.D. high pressure hose.
- 0 to 15 psi pressure gauge(s).
- Vacuum Gauge - 0 to 30" Hg.
- Vacuum transducer(s).
1 Backwash Support Assembly(ies) consisting of:
- Refurbished 304 stainless steel backwash support weldment(s).
1 Backwash System Assembly(ies) consisting of:
- 304 stainless steel backwash nozzles.
- 304 stainless steel backwash collection manifold(s).
- PVC threaded union(s).
- PVC sludge collection manifold(s).
- Nylon combination nipple(s).
- Stainless steel backwash nozzle springs.
- 1 1/2" flexible hose.
- 2" flexible hose.
- Stainless steel hose clamps.
11 AQUA -AEROBIC
SYSTEMS, INC.
1 Backwash Pump Installation(s) consisting of:
- Gorman Rupp model 12B20-B, 2HP, premium efficient, 3 phase externally mounted centrifugal
backwash/waste pump(s).
- Bronze throttling gate valve(s).
- 2" bronze 3 way ball valve(s).
AauaDisk Instrumentation
1 Pressure Transducer Assembly(ies) consisting of:
- Pressure transducer(s).
- 304 stainless steel probe mounting bracket(s).
- Float switch(es).
AauaDisk Valves
1 Set(s) of Backwash Valve(s) consisting of:
- 2" full port, three piece, ASTM A351 Grade CF8M stainless steel body ball valve(s), grooved end
connections with single phase electric actuator(s). Valve / actuator combination shall be manufactured by TCI
/ RCI (RCI, a division of Rotork).
1 Sludge Valve(s) consisting of:
- 2" full port, three piece, ASTM A351 Grade CF8M stainless steel body ball valve(s), grooved end
connections with single phase electric actuator(s). Valve / actuator combination shall be manufactured by TCI
/ RCI (RCI, a division of Rotork).
AauaDisk Controls w/Starters
6306 N. Alpine Rd. Loves Park, IL 61111-7655 p 815.654.2501 f 815.654.2508 www.aqu"erobic.com
Copyright 2024, Aqua -Aerobic Systems, Inc Printed: March 19, 2024 Page 2 of 7

PROPOSAL DATE: March 19, 2024
1 Control Panel Accessories consisting of:
- PVC conduit and fittings.
1 Control Panel(s) consisting of:
- NEMA4X 304 stainless steel enclosure(s).
- Circuit breaker with handle.
- 2 KVA Transformer(s).
- Fuses and fuse blocks.
- Single phase circuit breaker(s).
- Line filter(s).
- GFI convenience outlet(s).
- Control relay(s).
- Selector switch(es).
- Indicating pilot light(s).
- MicroLogix 1400 PLC(s).
- Ethernet switch(es).
- PanelView Plus 7 7" color touch screen display(s).
- Power supply(ies).
- Motor starter(s).
- Terminal blocks.
- UL label(s).
-Air conditioner(s).
- HMI Suncover
AauaDisk Enaineerinq
oral#: 174860 ! ACLUA-AEROBIC
Pro
p SYSTEMS, INC.
1 Set(s) Documentation for the AquaDisk will be provided as described:
- Operation & Maintenance Manuals (English language) in electronic format.
AquaDisk Sunervision/Freiaht Domestic
1 Start Up Services and Freight Package(s) for the AquaDisk will be provided as follows:
- Start Up of Refurbished Filter Unit
- Freight to Jobsite
The Following Mechanical and/or Electrical Notes apply to Aqua -Aerobic Systems' Proposal:
- Valve and line sizes are to be verified by the engineer based on actual line losses.
- Filter flow hydraulics and plant's capability to handle the intermittent backwash flow is to be confirmed by the
purchaser/purchaser's consulting engineer.
- All terminating flanges, valves, etc. will be provided in STANDARD U.S.A. MEASURE. Provisions for
conversion from U.S.A. measure to metric measure is the responsibility of the installing contractor/purchaser.
- Motors quoted are direct -on-line start, unless otherwise noted. If Wye start delta run, wire connected, or other
special motors are required, this must be clearly stated at time of order. In the event the requirement for a
special motor affects the delivery or price quoted, you will be notified at the time of order acceptance.
- Motors and Controls are designed based on 3 phase 460 volt power being available.
The Following Notes apply to Aqua -Aerobic Systems' Proposal:
SCOPE OF SUPPLY
This proposal is predicated on the use of the following refurbished components:
- Tank
- Cloth Frame
- Centertube
- Seal Plate Weldment
- Pillow Block Bearing
6306 N. Alpine Rd. loves Park. IL 61111-7655 p 815.654.2501 f 815.654.2508 www.aqu"erobic.com
Copyright 2024, Aqua -Aerobic Systems, Inc Printed: March 19, 2024 Page 3 of 7

PROPOSAL DATE: March 19, 2024
- Wheel Brackets
- Retainer Rods
- Backwash Support Assy
- Drive Mounting Brackets
- Chain Guard Weldment
- Float Switch Bracket
- Transducer Mounting Bracket
- Backwash Nozzle Housing Weldment
- PVC Sludge Removal Manifold
oral#: 174860 ! ACLUA-AEROBIC
Pro
P SYSTEMS, INC.
SCHEDULE: We expect shipment of equipment (transit time excluded) to be approximately 4-8 business weeks
after receipt of purchase order with mutually acceptable terms and conditions, subject to credit approval.
- Schedule changes due to supply chain disruption may impact the above quoted times. Aqua -Aerobic
Systems will advise if/when any such disruption applies.
F.O.B. JOBSITE; TITLE AND RISK OF LOSS: All prices and all shipments of goods are F.O.B. Moyock, NC.
is the responsibility of the Buyer to unload shipments and utilizing the packing list and bill of lading provided
with the shipment notate shortages/damages upon receipt of the shipments and notify Aqua -Aerobic in writing
within 7 days of the shortages/damages to facilitate filing of a freight claim. Delivery of the goods sold
hereunder by the carrier shall be deemed delivery to Buyer, and upon such delivery, title to such goods and
risk of loss or damage shall be upon Buyer.
TAXES: State and/or local taxes are not included in the price but will be charged unless we receive a valid
sales exemption certificate, direct pay permit, or other documentation required specifically by the taxing entity
prior to shipment.
PAYMENT TERMS: Subject to credit approval and guarantee of payment, payment Net 30 days from date of
each shipment; no retainage allowed.
TRADEMARKS: Aqua -Jet® Surface Mechanical Aerator, Aqua -Jet II® Contained Flow Aerator, AquaDDM®
Direct -drive Mixer, TurboStar® Directional Mixer, ThermoFlo® Surface Spray Cooler, Endura® Series Limited
Maintenance Product, OxyMix® Pure Oxygen Mixer, OxyStar® Aspirating Aerator, TurboSta® Directional
Mixer, rFold-a-Float® Self -deploying Segmented Float, SAF-T Float® Safe Accessible Float Technology,
Aqua MixAir® Aeration System, AquaCAM-DE) Combination Aerator/Mixer/Decanter, AquaSBR® Sequencing
Batch Reactor, Aqua MSBR® Modified Sequencing Batch Reactor, AquaPASS® Phased Activated Sludge
System, Aqua BioMax® Dual Treatment System, AquaEnsure® Ballast Decanter, Aqua EnduraTube®
Fine -bubble Tube Diffuser, Aqua EnduraDisc® Fine -bubble Disk Diffuser, Aqua CB-240 Coarse -bubble
Diffuser, AquaDisk® Cloth Media Filter, AquaDiamond® Cloth Media Filter, AquaDrum® Cloth Media Filter,
Aqua MiniDisk® Cloth Media Filter, Aqua MegaDisk® Cloth Media Filter, AquaPrime® Cloth Media Filter,
AquaStorm® Cloth Media Filter, OptiComb® Backwash System, OptiFiber® Cloth Filtration Media, OptiFiber
PES-130 Cloth Filtration Media, OptiFiber PA2-130 Cloth Filtration Media, OptiFiber PES-140 Cloth
Filtration Media, OptiFiber PF-140 Cloth Filtration Media, OptiFiber UFS-90 Cloth Filtration Media, Trust the
Tag® OptiFiber® Service Mark, AquaABF® Automatic Backwash Filter, AquaMBO Multiple Barrier Membrane
System, Aqua -Aerobic® MBR Membrane Bioreactor System, Aqua MultiBore® Membranes, Aqua Multibore®
C-Series Ceramic Membranes, Aqua Multibore® P-Series Polymeric Membranes, Aqua ElectrOzone® Ozone
Generation System, IntelliPro® Monitoring and Control System, AquaPRSTM PFAS Removal System,
AquaPR-206TM PFAS Removal System, Aqua -Aerobic®, and the Aqua -Aerobic Corporate logo artwork are
registered trademarks or pending trademarks of Aqua -Aerobic Systems, Inc. Nereda®, AquaNereda® Aerobic
Granular Sludge Technology, and the AquaNereda Product logo artwork are a registered trademark of Royal
HaskoningDHV. All other products and services mentioned are trademarks of their respective owners.
6306 N. Alpine Rd. loves Park, IL 61111-7655 p 815.654.2501 f 815.654.2508 www.aqu"erobic.com
Copyright 2024, Aqua -Aerobic Systems, Inc Printed: March 19, 2024 Page 4 of 7

1 ACZUA-AEROBIC
PROPOSAL DATE: March 19, 2024 Proposal#: 174860 SYSTEMS, INC.
GOODS QUOTED ABOVE WILL BE SOLD SUBJECT ONLY TO THE TERMS AND CONDITIONS OF SALE SET
FORTH HEREIN. ANY DIFFERENT OR ADDITIONAL TERMS ARE HEREBY OBJECTED TO.
Total Price: $188.500
6306 N. Alpine Rd. Loves Park, IL 61111-7655 p 815.654.2501 f 815.654.2508 www.aqu"erobic.com
Copyright 2024, Aqua -Aerobic Systems, Inc Printed: March 19, 2024 Page 5 of 7

BIC
PROPOSAL DATE: March 19, 2024 Pro osal#: 174860 ACZU TEEMS, INC.P SYSTEMS, INC
0. AN-et.m, C*.p"y
TERMS AND CONDITIONS OF AQUA -AEROBIC SYSTEMS, INC. (A Metawater Company)
Page I of 2
This offer and all of the goods and sales of Aqua -Aerobic Systems, Inc. are subject only to the lollowing terms and conditions. The acceptance of any
order resulting from this proposal is based on the express condition that the Buyer agrees to all the terms and conditions herein contained. Any terms
and conditions in any order, which are in addition to or inconsistent with the following, shall not be binding upon Aqua -Aerobic Systems, Inc. This
proposal and any contract resulting therefrom, shall be governed by and construed in accordance with the laws of the State of Illinois, without regard
to conflicts of laws principles.
PAYMENT
Unless specifically stated otherwise, quoted terms are Net 30 Days from shipping date. Past -due charges are 1.5%per month and will apply only on
any past -due balance. Aqua -Aerobic Systems, Inc. does not allow retainage of any invoice amount, unless authorized in writing by an authorized
representative of our Loves Park, Illinois office.
DURATION OF QUOTATION
This proposal of Aqua -Aerobic Systems, Inc. shall in no event be effective more than 30 days from date thereof, unless specifically stated otherwise,
and is subject to change at any time prior to acceptance.
SHIPMENT
Shipping dates are not a guarantee of a particular day of shipment and are approximate, being based upon present production information, and are
subject to change per the production schedules existing at time of receipt of purchase order. Aqua -Aerobic Systems, Inc. shall not be responsible for
any delay in shipment for causes beyond its control including, but not limited to, war, riots, strikes, labor trouble causing interruption of work fires,
other casualties, transportation delays, modification of order, any act of governmental authorities or acts of God. Quoted shipment dates in this
proposal are approximate dates goods will be shipped and, unless agreed to in writing by Aqua -Aerobic Systems, Inc., Buyer may not postpone or
delay the dates of shipment of goods from our plant or from our supplier's plants beyond the dates set forth in this proposal.
TITLE AND RISK OF LOSS
All prices and all shipments of goods are F.O.B. Aqua -Aerobic Systems, Inc.'s plant at Loves Park, Illinois unless specifically stated otherwise.
Delivery of the goods sold hereunder to the carrier shall be deemed delivery to the Buyer, and upon such delivery, title to such goods and risk ofloss
or damage shall be upon Buyer.
TAXES
Prices quoted do not include any taxes, customs duties, or import fees. Buyer shall pay any and all use, sales, privilege or other tax or customs duties
or import fees levied by any governmental authority with respect to the sale or transportation of any goods covered hereby. If Aqua -Aerobic Systems,
Inc. is required by any taxing authority to collect or to pay any such tax, duty or fee, the Buyer shall be separately billed at such time for the amounts
Aqua -Aerobic Systems, Inc. is required to pay.
INSURANCE
Unless the goods are sold on a CIF basis, the Buyer shall provide marine insurance for all risks, including war and general coverage.
SECURITY
If at any time the financial responsibility of the Buyer becomes unsatisfactory to Aqua -Aerobic Systems, Inc., or Aqua -Aerobic Systems, Inc.
otherwise deems itself insecure as to receipt of full payment of the purchase price from Buyer hereunder, Aqua -Aerobic Systems, Inc. reserves the
right to require payment in advance or security or guarantee satisfactory to Aqua -Aerobic Systems, Inc. of payment in full of the purchase price.
LIMITATION OF ACTION
No action shall be brought against Aqua -Aerobic Systems, Inc. for any breach of its contract of sale more than two years after the accrual of the cause
of action thereof, and, in no event, unless the Buyer shall first have given written notice to Aqua -Aerobic Systems. Inc., of any claim of breach of
contract within 30 days after the discovery thereof.
CANCELLATION CLAUSE
No acceptance of this proposal, by purchase order or otherwise, may be modified except by'"ritten consent of Aqua-Aerohic Systems, Inc. nor may it
be cancelled except by prior payment to Aqua-Acrobic Systems, Inc. the following sums as liquidated damages therefore: 1) If cancellation is prior to
commencement of production and prior to fire assumption of any obligations by Aqua -Aerobic Systems, Inc. for any materials or component parts, a
sum equal to 15% of the total purchase price; 2) If cancellation is after the commencement of production or after fire assumption of any obligations by
Aqua -Aerobic Systems, Inc. for any materials or component parts, a sun equal to the total of the direct, out-of-pocket expenses incurred to die date of
cancellation for labor, machine time, materials and any charges made to us by suppliers for cancellation, plus 300/..of the total purchase price. All
charges and expenses shall be as determined by Aqua -Aerobic Systems, Inc. In the event any items are used by Aqua -Aerobic Systems, Inc. to fill a
subsequent order, then upon receipt of payment for such order, Aqua -Aerobic Systems, Inc. shall pay the Buyer a sum equal to the direct out-of-
pocket expenses previously charged and received from Buyer.
PROPRIETARY INFORMATION
This proposal, including all descriptive data, drawings, material, information and know-how disclosed by Aqua -Aerobic Systems, Inc. to Buyer in
relation hereto is confidential information intended solely for the confidential use of Buyer, shall remain the property of Aqua -Aerobic Systems, Inc.
and shall not be disclosed or otherwise used to the disadvantage or detriment of Aqua -Aerobic Systems, Inc. in any manner.
6306 N. Alpine Rd. Loves Park, IL 61111-7655 p 815.654.2501 f 815.654.2508 www.aqu"erobic.com
Copyright 2024, Aqua -Aerobic Systems, Inc Printed: March 19, 2024 Page 6 of 7

PROPOSAL DATE: March 19, 2024 Pro osal#: 174860 ACZU TEEMS, B INC.p SYSTEMS, C
0. AN-et.m, rpmp"y
TERIAIS AND CONDITIONS OF AQUA -AEROBIC SYSTEMS, INC. (A Metawater Company)
Page 2 of 2
QUALIFIED ACCEPTANCE AND INDEMNITY
In the event the acceptance of this proposal by Buyer either is contingent upon or subject to the approval by any third party such as, but not limited to,
a consulting engineer, with respect to goods, parts, materials, descriptive data, drawings, calculations, or anv other matter, then upon such approval by
any third party, Aqua-Acrobic Svstems, Inc. shall have no liability to Buyer or to any third party so long as the goods sold and delivered by Aqua -
Aerobic Systems, Inc. conform to this proposal. In the event any such third party requires modifications in die proposal prior to die approval thereof,
Aqua -Aerobic Systems, Inc. may at its sole option and without liability to any party elect to cancel this proposal or return the purchase order to Buyer.
In the event Aqua -Aerobic Systems, Inc. elects to modify this proposal to conform to the requirements for approval by any third party, Aqua -Aerobic
Systems, Inc. in such event shall have no liability to Buyer or to any third party so long as the goods sold and delivered by Aqua -Aerobic Systems,
Inc. conform to this proposal as modified.
Buyer agrees to indemnify and save harmless Aqua -Aerobic Systems, Inc. from and against all costs and expenses and liability of anv kind
whatsoever arising out of or in connection with claims by third parties so long as the goods sold hereunder conform to the requirements of this
proposal as approved by any third party.
NARRANTY; LIMITATION OF LIABILITY; AND DISCLAIMER
In return for purchase and full payment for Aqua -Aerobic Systems, Inc. goods, we warrant new goods provided by us to be free Isom defects in
materials and workmanship under normal conditions and use for a period of one year from the date the goods are put into service, or eighteen months
from date of shipment (whichever first occurs). If the goods include an "l ;ndura Series" motor, the complete Fndura Series unit shall be warranted by
Aqua -Aerobic to be free from defects in materials and workmanship under normal conditions and use for three years from the date the product is put
into service or 42 months from the date of shipment (whichever occurs first).
OUR OBLIGATION UNDER THIS WARRANTY IS EXPRESSLYAND EXCLUSIVELY LIMITED to replacing or repairing (at our factory
at Loves Park, Illinois) any part or parts returned to our factory with transportation charges prepaid, and which our examination shal I show to have
been defective. Prior to return of any goods or its parts to our factory, Buyer shall notify Aqua -Aerobic Systems, Inc. of claimed defect, and Aqua -
Aerobic Svstems, Inc. shall have the privilege of examining the goods at Buyer's place of business at or where the goods have otherwise been placed
in service. In the event this examination discloses no defect, Buyer shall have no authority to return the goods or parts to our factory for the further
examination or repair. All goods or parts shall be returned to Ruver, F.O.R. Loves Park, Illinois. This warranty shall not apply to any goods or part
which has been repaired or altered outside our factory, or applied, operated or installed contrary to our instruction, or subjected to misuse, chemical
attack/degradation, negligence or accident. This warranty and any warranty and guaranty of process or performance shall no longer be applicable or
valid if any product, including any software program, supplied by Aqua -Aerobic Systems, Inc., is modified or altered without the written approval of
Aqua -Aerobic Systems, Inc. Our warranty on accessories and component parts not manufactured by us is expressly limited to that of the manufacturer
thereof.
THE FOREGOING WARRANTY IS IAfADE IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, AND OF
ALL OTHER LIABILITIES AND OBLIGATIONS ON OUR PART, INCLUDING ANY LIABILITY FOR NEGLIGENCE,
STRICT LIABILITY, OR OTHERWISE; AND ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS
FOR A PARTICULAR PURPOSE IS EXPRESSLY DISCLAIMED; AND WE EXPRESSLY DENY THE RIGHT OF ANY
OTHER PERSON TO INCUR OR ASSUME FOR US ANY OTHER LIABILITY IN CONNECTION WITH THE SALE OF
ANY GOODS PROVIDED BY US. THERE ARE NO WARRANTIES OR GUARANTEES OF PERFORMANCE UNLESS
SPECIFICALLY STATED OTHERWISE.
UNDER NO CIRCUMSTANCES, INCLUDING ANY CLAIM OF NEGLIGENCE, STRICT LIABILITY, OR OTHERWISE,
SHALL AQUA -AEROBIC SYSTEMS, INC. BE LIABLE FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES,
COSTS OF CONNECTING, DISCONNECTING, OR ANY LOSS OR DAMAGE RESULTING FROM A DEFECT IN THE
GOODS. LIMIT OF LIABILITY: AQUA -AEROBIC SYSTEMS, INC.'S TOTAL LIABILITY UNDER THE ABOVE
WARRANTY IS LIMITED TO THE REPAIR OR REPLACEMENT OF ANY DEFECTIVE PART. THE REMEDIES SET
FORTH HEREIN ARE EXCLUSIVE, AND OUR LIABILITY WITH RESPECT TO ANY CONTRACT OR SALE, OR
ANYTHING DONE IN CONNECTION THEREWITH, WHETHER IN CONTRACT, IN TORT, UNDER ANY
WARRANTY, OR OTHERWISE, SHALL NOT, IN ANY CASE, EXCEED THE PRICE OF THE GOODS UPON WHICH
SUCH LIABILITY IS BASED.
Final acceptance of this proposal must be given to Aqua -Aerobic Systems, Inc. at their office in Loves Park, Illinois. Please
acknowledge acceptance by signing the proposal and returning it to Aqua -Aerobic Systems, Inc.
Accepted by: Offer Respectfully Submitted,
Company: WL;I-
By: Date:
6306 N. Alpine Rd. Loves Park, II_ 61111-7655 p 815.654.2501 f 815.654.2508 www.aqu"erobic.com
Copyright 2024, Aqua -Aerobic Systems, Inc Printed: March 19, 2024 Page 7 of 7

NOTES
LIE lAFUTM mnRE ITEM ,ar-o ATTACH VALVE LABEL to EACH VALVE r Aciunroaw A,nsIaLE
1. REFER TI EXPANDED BILL IF MATERIAL FIR MATERIAL, FINISH AN—ERTIFISATIIN.
e. LIFE-HREAD PASTE IN ALL PIPE THREADS.
IELF.
L) l VI
--r
P 41a
sNFL_HIIE,.a
FIAT-VARE
LUE
® ,s
77 1
REGIeGVu LINE,
d� b b
`SPIN- F ELIRNIFHELI
FA,,.E_NF AL TION
POMP�.LAT.M Iq �PMl,RII IHIPPINc.
.1LISEHARLIE
'i ITEIJ 171 P<Pf HIMIFP = 5c R11'1I LF1
- IAIEi" "'11 ADl PBBEu
- ET AINEH PIP-NOTCHF.
a ,z �El.;,.;n BAR ILITHRETAIHEN
o
O _ °
I
O
TAI RRNN
VIEW A -A
,5, __ P ATE PpunolFH ;/ - RES NRHE .uLEOA al-_1.
EttRE rveIE
V
PH HIRE TR m Ts
- LABEL AAALVEN, ASIc r I
-LABEL SL FEv E STlc L 1
2-11412 PIPEEAP a°,bFN THREADED -
- ALLI
R�IPIe NN ELAIP -
„ ALL
1 ISH I-
1. -I
e o'NASTEPUMP NITL'DSV RH I
� ITs FTENI'+SSEMBLI;LIIIIR - I I
= TE,s uJusTABLELI IEIIIAPEm6LV I
RLTE_DTH TT5 1
N I
- PAP BlILPPllI III HOEPH - I
ea numsEa ANI<NEIDInENT p- �elPpoH MITEDIAL
LI I 1
E:E�EZi"ll►7.......:•x.®° A
����
TAN—GEMaLYIL AMR. kift

a) z, ELEC-CAL BALL VALves
2 aecBa ACI ES, OI PARES-1a.1 iszHl .al�nrn'vsviaeoe, eons
(q w1RBs-U, cA
�fla D
I I
I
-- °- -- _J
�---
o
­LAY-- --
L_--- _-
1B 15 _
—VACUUM AND LEVEL
TRANSMRTERS swocBvuvB eAgtwASH eAi eB Na
(1) 00.20 in CABLE EACH, d- 9-
—(1) BA—SH -AST PUMP
2 HP, 3PH, —V, WHz
b.56� L]B 4MPB C ..
(d)MIRES -14GA. A
NDUII BYBTEM BUY IDIGK 999998J �11 �J

11.50' b I
\/ p
V r
8.24�' _ INFLUENT_
8" PIPE
f
r
.25 MGD
AVERAGE FLOW
RA fE
7.53'
EFFLUENT WEIR ELEVATION.
\q�
NAPPE OVER EFFLUENT WEIR,
8.96'
INFLUENT WEIR ELEVATION.
r/ 0'0"
NAPPE OVER INFLUENT WEIR.
9'Z
OVERFLOW WEIR ELEVATION.
10. DV
NAPPE OVER OVERFLOWWEIR.
7.00'
MAXIMUM AVAILABLE LIQUID LEVEL
FOR EFFLUENT CONVEYANCE.
8.73'
START BACKWASH
..aowdn+ I
® OVERFLOW T• B.40' B
- - 8" PIPE
-
1
�IIn
L EFFLUENT 3.26'
—1 8"PIPE
l A 0.00' / TOP OF PAD
.375 MGD
MAXIXI�MUM FLOW
RATE
EFFLUENT WEIR ELEVATION.
NAPPE OVER EFFLUENT WEIR.
G B'�
INFLUENT WEIR ELEVAI ION.
NAPPE OVER INFLUENT WEIR.
9'92
OVERFLOW WEIR ELEVATION
10'OG'
NAPPE OVER OVERFLOWWEIR.
MAXIMUM AVAILABLE LIQUID LEVEL
FOR EFFLUENT CONVEYANCE.
\Iy8.7X
START
BACKWASH
REF ECO
WEIR LENGTHS
HYDRAULIC PROFILE IS BASED UPON THE FOLLOWING_:
INFLUENT-ssD'
-AN AVERAGE FLOW RATE OF 3.25 GPM PER SQUARE FOOT (.25 MGD)
EFFLUENT-3.92'
-A MAXIMUM FLOW RATE OF 6.50 GPM PER SQUARE FOOT (375 MGD)
v
NOTE: EACH FILTER IS CAPABLE OF THE FOLLOWING:
OVERFLOW -3.67'
-AN AVERAGE FLOW RATE OF 325 GPM PER SQUARE FOOT (0.50 MGD)
-A MAXIMUM FLOW RATE OF 6 50 GPM PER SQUARE FOOT (1.00 MGD)
uJ
K
DO NOT SCALE DRAWING
I AQUA -AEROBIC
DRNDv: SD$ DATE: 1/5/07
I-S,
CKD BY: ACTWT.
NONE
mINC_
'x-cuwwEo
NAME: "S
SCALE.
—�
sIMIIAR:
HYDRAULIC PROFILE
REF:
2 DISK, PC , RH
I PAINTED STEEL
UNLESS OTHERWISE SPECIFIED
HWSIZE
IAACiIDNALDMEN5IONS E
( ALLTWOP+ACEDECIMAIS —1:
TYPR
a
ALL THEEP+ALE DECIMALS WS
SHEET 1 OF 1
DATE BY REVISION I ALLAHCLES -* +R°
(DWG. NO.: 91 0727DA661712

480V, 3P,. fieH2 L1imm III whom III
Y Y Y Y
101 ° L2 102 .un 122 - 1 - 22e
r 1 1 I
G3 Hrw I a ., N,o3 23 ryIpNp111
I—
p� RW F)R- T n ,2 N
�I--�:1JC 1 -I ✓� Y�"moan P,�pz4 un II,z3
I
°P
124 —_
L _IDI01— — — — — -
lUs - 125
roe L yrH>'JG I I = , „ �'' •Mi mfi 126 vS
2C"KW.USN/WISiE IeI
P
1.
� 4 Pr, ,2L „ ,',I n' 1a19 b 2�
aw�c — — `
toe - 12e �2uX
10 is m.3ol 361
"""R
109 129 >�j, �R91 �242N
nrnuuort
"I 131 PC11H£ —KIN. SU113G
n'.
ro 121 M 121
112 132 1.1 13I2X
TI —1501 TSI
,13 133
e IM1f IU2-
�Pp ePLC�34 JN 141 11 141
GG 114 ��'4 134 t3Rl
rnC�
115 rn fxs 1261 12fi1 1]5 1322X ,M IEL TI t31,f� 1311-
�/ am
1 Up im � L
'1502
116 _ _ /6N0 13fi +24WC ,35
- L N G SUPPLY
11J 13J f24A,6337PLY
11e ,3e � -15G1
0 130
12D 1.
e I T I i I s m i I
I I I ,
,n,f 132-
1f. 133 from 133
u,
142
GP5 P FaG6
1143
143
o00©a �o
144
,as
,a6
14; einIN —Y
to
1411
G III 6III7D
�III
151 =15G]❑
152
153
321 32,
1311+ 13R-
154
SHEET SPECIFIC NOTES
155 � µepee v,ewc noTEx Pcx wsTVLUTmx uxnvwc ssssseioosoo
,56 —il P—L asmlvLv PPP va6v,xc zzzzsesso2eo
one� �e_exm.,,nx vT.fiX.x P� vX.�w� 999s�,fiefi,e
15i ❑i --L PxxEL m x uL soen �ISTEv
1
wiTrl,u
d" 1 n 1'.
Io K LTEaElc- 11111 oHE 1. wee Nme IN NEI

28,
,•-,
ill
12 2X
,� 11
�m
221
12 IN
�m
241
] 2.2
203
}40i
2pg} y� ,
Tlsi io �N
212
221
n15
y3
2Z],�i ��
/
to i
11-OP
242 p�31 4I32 ]
243
b2�
°a� fum"<u°me
Ly—
���ioxEx rvff�
204�
x�o" 111,
q
]eTSi IN I
224
n41
6K
-1
�� N I�
5 �� �5,�
VALY£SCL85EC
244
I�
a/ 3
- 205
IS4GE
&C55iE
245 -
' mup-iE
a�
nTiu
205
wiz
�II _
TS ,3 --n
zzs 2161
µ Y
2*N ,
zas
2.1
zzT
1 z
;1 N i- a a/ ry
2n
Zoe
ow 4
z2a
1 n n®
zae
229
210
v]t�t
2�s1 o rv� E OPENNE 1
230
1101
Mm I�
1�� IN�3
Pow R�i➢55
258
211
1S
2�S1
231
Ili, sAI
—
1,
a-���sca�Ii
our
212
y�
232
11f,I IIi o'er
252
e 213
R13S n ry
233
�� I IN ��
253 e
214
214SI IN ' NIZ
ry ry
234
1 Ix 2
254
215
20�
2]5
-1
255
i/
SHEET SPECIFIC NOTES
— 216
�I1
2051�
23fi
nfi1��m
25fi ❑j ,.a,pnxp v,xmG rvoiEs xcx dsinunimx pxnvmG 9ggggervboma
MxoG Pnx[G nssdpGr Pcx atxv,� 9s999e.Iboioo
211
231
61 Spa p10p
-1 IN
257
❑9 nomt corxurvttnnOx pinGRnx FVE pxnvM. 99999a2bo910
OI
F-4] MxGG Pnx[G m x uG soen G,aicv
218
238
I IN E�m
H 210
239
Tam
.�� o.o nir R
o
-
ooE
�1
1J1
ro�1241D
1b2X
F.: � w
�zff
- � ��•�
fi
IpttKF"�'�T`ll E,w —Ei—1
_.m.._s.�.... rro.v ...N .._ ,_.m..

Eagle Creek WWTP Minor Modification
Currituck Water and Sewer, LLC
Site Map
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]

' � a�NaINUY�Wut WxuECT (F[YNE ISmI ' 3 � �:•,�
n eevxas wwra vx al DEun. II?•., 'tl�,., �",.;.�;"' Ae�nEminE �•®
e•• ; . Y MFA1W MDW POST "
(y , xualwE i 111' 'I!��e, - a• t
Y GIE vuYs wE ecK 'j I . ;'.� I I": vnx Elai PIYE 6( aEaxEN RvsaE6 Ixa EE mwt w� _
j / Y 0.1P. M �CONtlEIE PoNE I". Nrl .II I �1': i W�NrI �W�L�L¢SS DlxOnl" IY .
J .a tn651KK 1KpiW II !I � III',. I:'I, I II :' ' Iwutt wlmo nw w ru:r
YYY:O PO31 1
EA \ :i'11 I r1 Niw'mmr.W M,POIu ® � w�a ar
t2 OIA . B• MICK WIIOREIE fOOIFA .3. Paw r� x�A.�.
3 - Y PPE fMMIAMT x I1My
ssr toLSP; foa ,WlN WrrnETE ; � -� [ � � �jj.nA.J,tiArle. Ppll,rAlJr�IJ,. AAJIra,In.rIATJAaJA1J, O O
m LVPKa v. P,R
EAR¢ ww
SLUDGE WASTING LINE (SECTIONAL VIEW) �DN D� W,e.W.Wa :�°�•^� ';Y � YwrAW P.11Y � �a,�ry,�'t"" �r,�x���
NOT TO SCALE IM.v.Kn ww
/ ITtDRrsM W"Tim
CONTROL PANEL CONFIGURATION
SLUDGE WASTING LINE -FRONT VIEW) it
NOT TO SCALE
r
aNmES PRw,asW aTE ucxlNe
SITE UGHTINO NOTES
. NL.01. 9WL BE SWPMEO —A UYLMO ai EEIIK
k fLtNREANxMbm! KSF 3 a00.5 P]e
IAYP LOLWRs sgDW
MLAMP I= F MINTIER x00 SYLYNYA wr LO55 AETOP L.
Duxnxc xDaIR m Pr.
1 Pass
sWME smsJFRr � GTNDD MnartTa JOSO
xDa1B sD Pr.
SHIFT BASE S3G e•
B.l a UMT 11•
Norma ear IrtSTAPrwW Iess:s
a•ILG1Wm!%OYPNDIT a.NING NmN A SM1G1 PwO.
N.N— L�
{PyI
xPN A P �� i {�
\1111
t b•
m KPp w sis,aa0
www
n wlxN ax
I1 3 YnM LL Sq 10 V. PHASE 8LE
FFMENT UM DE . V. 1 TER
WM YNIYIM DESEN fNwAC1FRSRTS Q
w) EP4 AT ODJr EG
- 011 APPROVID EWrLL/BEi1FA -
''" t ;: " i • h' •':l`
'WKA
.'.'�Y'.1,,, :- ".]'' . � t: •: ; i :''. r"� ,. '1"T'.'/ ' •'
r, r ^-, •!.�
OYEN9011 DFfgfOe W PUMP TNef E(WETRY
9MD — ME CO.NTTAL .TANK YCDFL IgTFDI
VFAEY IIGSNG W,UAIN
ANOMER WK IS SOECTOL
a•A$C iwK/
PAOTIE
BACKWASH RETURN TANK
WA -ALRG1Dr NK I'T-IOe pt FAul1 -
wwYE . lasa DAuws
W WTALL EPF1aNm
a oxKNwaE PIPoNc vAm aE M III) INC
NL NWNBXD WYPDNEIe (.q. 60LT5, PKADKEIS ETC)
slAu 6E SPNxl84 SIEEr. J
--
WASTEWATER TREATMENT PLANT SUPPLER TO
ENSURE THAT CATWALKS, STAIRS AND RAILINGS
ARE O.S.H.A COMPLIANT
'� (sEE OFTAW) 4A
•/ • •; ' ' PRQ'OSEO 20' dA pROPOSED 92' dA WASTEWATER " •\ `' _
IPIER TREATMENT PLANT
• \ � tY . 3• f1E0UTAR Y G1E !// SIRVAL1E �•�, •-
O ES TNOL aOKX'
Install disk ,fnt rs & EW U�TA TAMN
8 swsa ♦��
demo/r hi6ye," "
existi�ng�,#raveling
bridg IF:
! e0T1W OF BERM A
1�•Tir
%
I I I TEIEIL�MYrPdw� . "e"niij $r��-1.aBEx , :Sires cu.
PROPOSED YYR) 4Yd i/'
FILTER y APEun "uTNyL
PAD Y PIJN N HaDwO TNIK
,Y' WTE W `:�', 3/a• FliEE3E- $�SEI
. :.. f\ �`� iM ,dW1ARY / ;.`♦' PROOT .& q J
� ` .. '.. ,:• .. •. O1x00 �.RF HW1WN
lam' . e1.Y . fi• MKJf COAPACIfD NYC, \ ` ..':. - `\� �px1T Ot)
caMPaltn (sEEMDL�-rru� TH�is s�aEij6Xi' � ��'• . ' . "�::� `- , _ :j`•--£_ Y ;/� �.,. .. !� �
k 115E1� a'+ R T��R ITS 1
IBYPOAARY I WASMLYAIlA �
MFAMBJT PUNT (lAPoo )
uTUAl�aller Ylf OONiRAC1DA fj,Y -J
i;sg' NRVAC �
p� y TNN
YV � EOnflEl;E SOE�
�y �� wnxs caNEWDx Y Pvc ww ro
alna � srA waksl saEn u
S n.:x WNPL Ow5TE0 ONAN \
K iENLE WM SI30 WLY. POSI6 ` •'l
4
.VI .
zzu
♦♦P!$TE
a VElli
SE WASIINO WIIEr
N01O SNTEi �— SEE
- .. I DETAE MB SKEET'{
R
r
..!
No
T.
�♦ J . .
PAO FIFV. VNKES SEEP All'
IY PLC YACWM uNNM 1{•
'� O SIA e.at11 OY LT. 9
Ni e'vuvE ewi ♦♦�
I
TYPICAL SIDE SLOPE y
NoLA�RInER & TRAVELNO BRIDGE N.
-7! -- aaos
C a' R cA¢ WKx WArm a1Nr I ,,♦♦
IIHK IEnEE WM 5330 C4V. lOSlS ' " ..
IN-
e
\•�;W, . .
CH DRAIN DETAIL RETENTION BE TYPICAL SLAB SECTION FOR TEMP. W.W.T.P.
N
BERM FOR W. W.T.P -- -- -- Ism WY - ---- -- ---
NDSCNE NO SCAIE __. _--,...
—mm PwLL
W/ AJA16S LTD
TETEVETBY UNIT
♦ 4.,. wT
BACKWASH RETURN PIPING CONNECTION DETAIL /.
NOr m scNE i
�rI--tr D.L.. DRYExr
YNH 10 MFILMAM
O/aST wIDiR r.Ia a,Lw
THRUST BLOCK DETAILS
PanIAE
9ff I rl 9JJRl
� N7.
tY DJP. DNYENT F(KME YNN
ro IRPoGTWN Pao
hWNE aW.aL vN.r
OE11wN 1C ! Y wXF11 MwEIFA
xtWiN uTM1,IR avlYi-A
Wi1DxLY VALLE POMR 9JPPLr
1 PII0. IN Nro TMI➢VM
✓JNC, 130A wD SERNa DIe-WMIECT
NOwIW ql mGTFD a• . a• YNaD PWT.
A PEWY m eE RWRN
IN DUItFD EMOTWV�IT.
lY EPRULNT I—E NNN
mat RWTP. YFr eiArmN
LVEVALVE CHAMBER PLAN VIEW
ND
1LLXlEIE NNEFO WAIFAI BY YNUY WLd HAUDA1
NODAL MR]Fe OR N'PROLID
LDaw1E NN(tD WATBte01T +� EWIA
IIO�DFl ^ XwO.AY P�0 4�ID
OVB610W RPE .- YAIH,KE Bl@5 O tY QG WAI. ,i a
C3
BUIIMiRY VALVE BETONO}} [�.� �
P xm 9xOTM ron auaTr l - aaat vaSE ^7
r 6FfWFlxT FOREE NNx .All sWlm
FDaI WW.iP. DFr STATION --
' ? FRiNfM FMS YAN
i6 EMIGnW PDUD � �
n
VALVE CHAMBER SECTION A S
no sruE "� _
BACKWASH RETURN TANK LAYOUT
NOYNE_ - ---- _ --
TER- IDRARY WI PTPM SCAMM4
1. WASTEWATER FLOW FROM THE SURROUNDING
RESIDENTIAL DEVELOPMENT WILL BE ROUTED
THROUGH A PIPING NETWORK TO THE EQUIPMENT
BUILDING BY WAY OF A 10• PVC VACUUM MAIN.
2. UPON ENTERING ME EQUIPMENT BUILDING
FLOW N1LL BE CONVEYED THROUGH THE
AIR -VAC SYSTEM MERE IT WILL ENT THE
BUILDING THROUGH AN B' FORCE MAIN. AT THIS
POINT A TEE WILL BE INSTALLED, TO PROVIDE
A CONNECTION FOR THE TEMPORARY WWTP AND
FOR FUTURE CONNECTION TO THE PERMANENT
WWTP.
3. CATE VALVES ARE PLACED ON EITHER SIDE OF
THIS TEE CONNECTION TO DIVERT FLOW FROM THE
TEMPORARY SYSTEA1 TO THE PERMANENT SYSTEM
ONCE PLACED INTO OPERATION.
4. THE III FORCE MAIN, LOCATED ON ME FAR SIDE
OF ME TEE CONNECTION, THROUGH A REDUCER
WILL SERVE AS THE INFLUENT LINE TO THE
TEMPORARY WWTP.
S. A 6" EFFLUENT LINE MALL GRAVITY FLOW FROM
I^ THE TEMPORARY WWTP TO A WYE CONNECTION
TO ME 12' MAIN FROM THE PERMANENT WWTP.
1TTE 12' WILL CONVEY TIME OI1 TREATMENT,
ME THE
V.V. DTEINFILL ON SYSTEM FOR TREATMENT.
6. ONCE TREATED BY THE U.V DISINFECTION SYSTEM,
THE EFFLUENT WLL GRAVITY FLAW TO THE LIFT
STATION, WHERE IT WILL BE PUPMED TO INE
IRRIGATION POND BY WAY OF A 10' FORCE MAIN.
GRAPHIC SCALE
( IR FBCP )
1 loch EO LL
ZG
-LO
LA
fn$i .
-
'.
C
CE
f
�
a
W1E .••.
7-9-97'I: r'.2D'
BPG ® AIWW
PM MSB
sHEer.
S1 OF 3
cAD T41000S1
PROJECT NR
3410

Eagle Creek WWTP Minor Modification
Currituck Water and Sewer, LLC
rVV
SEAL _
17069
Power Reliability Plan
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]

Power Reliability Plan
Power reliability is provided in accordance with 15A NCAC 02T .0505(1) as demonstrated
below:
(1) If the existing facility loses power, an existing automatically activated standby power
generator that has no increase to required load with the addition of the disk filter is
capable of powering all essential treatment units under design conditions will supply
power to the Eagle Creek WWTP.
Currituck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C. Project No.: C26202.00

Eagle Creek WWTP Minor Modification
Currituck Water and Sewer, LLC
Operation & Maintenance Plan
SEAL =
9069
Q/in11111% `\
p
ZG
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]

Operation & Maintenance
Eagle Creek WWTP is in Currituck County and serves the Eagle Creek subdivision and is the
source of irrigation for the Eagle Creek Golf Club. The plant was recently permitted on August 4,
2021.
The wastewater treatment plant is permitted to accept 175,000-GPD. The plant produces non -
conjunctive reclaimed water and utilizes high -rate infiltration. The treatment plant currentiv
consists of:
• One 89,782-gallon flow equalization basin
o Two (2) 243-GPM pumps
o One 310-CFM blower
• Manual bar screen
• Flow splitter box.
• Two (2) 225,000-gallon aeration basins sections
o Section 1:
■ Aeration basin I: 175,000-gallons
■ Aeration basin III: 50,000-gallons
o Section 2:
■ Aeration basin II: 225,000-gallons
• One 148,250-gallon clarifier
• One 28,220-gallon clarifier
• One 37,000-gallon aerated sludge holding tank.
o Two (2) 1,000-CFM blowers
• One Aqua -Aerobic Systems, Inc. Disk Filter Model No. ADFP-54x2E-PC
• Ultraviolet (UV) disinfection unit
o Two units (One per channel)
• One 30,080-gallon effluent dosing tank
o Two (2) 608-GPM
o High-water alarms
• 450 linear feet (LF) of 10-inch force main
• Stand-by generator with automatic transfer switch.
• Turbidimeter
• Flow meter.
• All associated piping, valves, controls, and appurtenances
The high -rate infiltration system currently consists of:
• One 5.5 million gallon (MG) high -rate infiltration basin (in lieu of a 5-day upset pond)
• All associated piping, valves, controls, and appurtenances.

The dedicated reclaimed water utilization system currently consists of:
7.431 million gallon (MG) wet weather storage/irrigation pond
Approximately 112.25 acres of irrigation area (max disposal capacity: 262,625-GPD)
All associated piping, valves, controls, and appurtenances.
Daily Maintenance
Daytime and Nighttime Maintenance schedule (provided by operator) can be found following this
document.
Staff and Emergency Contact
Plant Personnel:
Michelle & David Pharr
[phone]
michelle(i4obxh2o.com & dpharr(dncdot.zov
Emer2encv Responders (Fire & EMS):
Moyock Fire Department — Station 3
108 Fire Station Court, Moyock, NC 27958
[phone]
Emeraencv Responders (Police):
Currituck County Sheriffs Office
125 College Way, Barco, NC 27917
[phone]
Reeulatory Aeencv:
NC DEQ Washington Regional Office
943 Washington Square Mall, Washington, NC 27889
[phone]

r
ark Dart Pracedure
Gam-6pm
r upon arrival, perform a wallithrough of the
entire plant to look for problems/nverf'lows.
Y Mollitor Flovac system CONSISTENTLY
throughout day.
y Raclkwash the sand filter at minimum 6 times
per day.(eveq 2hrs)
r Perform daily maintenance task based on
weekday.
Monday- Landscape CV property/lift stations
Tuesday- Pressure wash weirs
Wednesday- Landscape FG pl-operty
a Thursday- Inspect ditch pump/ clean area
ry f ridgy- Deep clean bar screen"
5aiuxday- Bump bar screen buckets
Sunday- Free flay,! Enioy, ;)
r Check Carolina Village lift stations and plant 2x
a day to ensure proper [operation.
take daily sample% of plant levels.
Record pump rnn ti+m(i
,-When applicable, decant waste tank and perforn
wasting as necessary.
Wipe lurbidily lens.
f Glean bar screen
Complete daily w[ark orders and log day in
maintenance book.
C�.tctl,Si
�* f
A
r

RM
I• are. �° ILA Y 1'ri�.uti,lar�4
Standard Nightly Procedure
6pm-ham
Upon arrival, perform a walkthrough of the,
entire plant to look for problems/overflows.
1 Mollitor Flovac systent CONSISTENTLY
throughout night.
po,r night.(every 21tl's) -�
r Perform nightly maintenance task used on
weel+day.
Monday- Clean bathroom/office; sweep plant
o Tuesday- Clean LV bulbs and trough
o Wednesday- Gplt3tt►YegtclY RlnItAry
lliursday- Blom out blower screens
o Friday- Clealt air separators
o Saturday- Clears sensors in sewage tank
c Sunday- Free dav! Enjoy :)
t 23 Check Carolina Villilge litt stations and plant at
least once. overnit;lit to ensure proper o,peralion.
Y Wipe turbidity lens.
Rebuild at minimum 2 plunger valves/3
xfor controllers.
C.te-an bar screen
'r Complete nightly worts order and log night in
maintenance took.
t y Leery 3 months, perform an oil change on
V acunnt pumps.
Eq
R_

Eagle Creek WWTP Minor Modification
Currituck Water and Sewer, LLC
iEAL
17069
• 'v` 2
-FNG INE�
-SiiiM►A►Cc
Residuals Management an
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]

Residual's Management Plan
Residual's management is provided in accordance with 15A NCAC 02T .07040) and 15A
NCAC 02T .0708 as demonstrated below:
The facility shall operate under all conditions stated in the most current permit with an outlined
residuals management plan. There is no anticipated impact with respect to residuals with the
change from a travelling bridle filter to a disc filter.
If you have any questions or require additional information, please contact me at [phone].
Sincerely,
Gary S. Ma7onnell, Pf SEAL
President = 17069 =
enclosures , .py ••. �1MACC;00
`;`
cc: Michael Myers, Vice Presid�iit
Kenneth Raber, Manager
Andrew White, Manager
Currituck Water and Sewer, LLC
Wastewater Treatment Plant Minor Modification
MacConnell & Associates, P.C. Project No.: C26202.00

Eagle Creek WWTP Minor Modification
Currituck Water and Sewer, LLC
Additional Documentation
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]

STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
DOCKET NO. W 1130, SUB 11
DOCKET NO. W 1333, SUB 0
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
In the Matter of
Application by Currituck Water and Sewer,
LLC, 4700 Homewood Court, Suite 108,
Raleigh, North Carolina 27609, and Sandler
Utilities at Mill Run, LLC, 448 Viking Drive,
Suite 220, Virginia Beach, Virginia 23452, for
Authority to Transfer the Sandler Utilities at
Mill Run Wastewater System and Public Utility
Franchise in Currituck County, North Carolina,
and for Approval of Rates
ORDER APPROVING
TRANSFER, APPROVING
RATES, AND REQUIRING
CUSTOMER NOTICE
HEARD: Tuesday, February 2, 2022, at 1:30 p.m. and 6:30 p.m., via Webex; and
Wednesday, June 8, 2022, at 10:00 a.m., Commission Hearing Room 2115,
Dobbs Building, 430 North Salisbury Street, Raleigh, North Carolina
BEFORE: Chair Charlotte A. Mitchell, Presiding; and Commissioners ToNola D.
Brown -Bland, Daniel G. Clodfelter, Kimberly W. Duff ley, Jeffrey A. Hughes,
and Floyd B. McKissick, Jr.
APPEARANCES:
For Sandler Utilities at Mill Run, LLC:
David T. Drooz, Fox Rothschild LLP, 434 Fayetteville Street, Suite 2800,
Raleigh, North Carolina 27601
For Currituck Water and Sewer, LLC:
Edward S. Finley, Jr., Edward S. Finley, Jr. PLLC, 2024 White Oak Road,
Raleigh, North Carolina 27608
Dwight W. Allen, Britton Allen, and Brady Allen, Allen Law Offices, PLLC,
4030 Wake Forest Rd. # 115, Raleigh, North Carolina 27609

For the Using and Consuming Public:
Gina C. Holt and John Little, Staff Attorneys, Public Staff — North Carolina
Utilities Commission, 4326 Mail Service Center, Raleigh, North Carolina
27699-4300
BY THE COMMISSION: On May 20, 2021, Currituck Water and Sewer, LLC
(Currituck), and Sandler Utilities at Mill Run, LLC, (Sandler) filed a joint application for
authority to transfer the assets of the Sandler wastewater system and public utility
franchise in Currituck County, North Carolina, to Currituck, and for approval of proposed
rates (Application).
On November 18, 2021, the Commission issued an Order Scheduling Hearings,
Establishing Discovery Guidelines, and Requiring Customer Notice (Scheduling Order).
That order scheduled a customer hearing to be held remotely via Webex on
February 2, 2022, and an expert witness hearing in Raleigh, North Carolina on
April 5, 2022.
On November 30, 2021, Sandler filed a Certificate of Service stating that the
customer notice had been provided in accordance with the Commission's Scheduling
Order.
On January 24, 2022, on behalf of the Eagle Creek residents, Rhonda Klussmann,
a resident of Eagle Creek, filed two petitions: one supporting replacing the vacuum sewer
collection system with a new gravity sewer collection system and another supporting
upgrading the existing vacuum collection system.
On February 2, 2022, the Commission held a customer hearing in two sessions
via Webex. The Commission received testimony and exhibits from Sandler's customers:
Rhonda Klussmann, Trudy Edler, Gary Lickfeld, Tammy Green, Greg Ewan, Susan
Powers, David Shepheard, and James Hutson.
On February 4, 2022, Currituck filed the direct testimony of Michael J. Myers, Vice -
President, Secretary, and Treasurer of Currituck.1 Sandler filed the direct testimony of
Brittney Willis, Senior Project Manager for L.M. Sandler & Sons, an affiliate of Sandler.
The Public Staff filed exhibits of the customers who testified at the customer hearing.
On February 8, 2022, the Commission ordered Currituck and Sandler to each file,
separately, a verified report addressing all customer service and service quality
complaints expressed during the customer hearing; copies of the Consent Judgment
between the State of North Carolina, ex rel. North Carolina Department of Environmental
Quality (State) and Sandler; and the Public Staff to file a verified response on Currituck
and Sandler's reports.
Witness Myers is also the President of Envirolink, Inc., the current contract operator for Sandler.
K

On February 18, 2022, Sandler filed copies of the Consent Judgment and
Amended Consent Judgment between the State and Sandler.
On March 2, 2022, the Public Staff filed the direct testimony of Phat H. Tran,
Financial Analyst, Economic Research Division; Iris Morgan, Financial Analyst, Water
Section, Public Staff Accounting Division; and D. Michael Franklin, Engineer, Water,
Sewer, and Telephone Division; and joint direct testimony of David May and Robert
Tankard, Regional Supervisor and Assistant Regional Supervisor of the Water Quality
Regional Operations Section in the Washington Regional Office of the North Carolina
Department of Environmental Quality (DEQ), Division of Water Resources (DWR),
respectively.
On March 4, 2022, Sandler and Currituck each filed their respective verified
Reports on Customer Comments from the customer hearing. The Public Staff filed
Verified Responses to these reports on March 11, 2022.
On March 22, 2022, Sandler filed rebuttal testimony of Brittney Willis and a verified
Supplement to its Report on Customer Comments.
On March 24, 2022, the Public Staff filed a motion requesting to delay the expert
witness hearing due to various discovery extension requests by the parties that had been
granted by the Commission. On March 30, 2022, the Commission issued an order
continuing the expert witness hearing to May 9, 2022.
On March 31, 2022, Currituck filed rebuttal testimony of Michael J. Myers; Tracy
Miller, Area Manager for Envirolink, Inc. (Envirolink); Mark Bissell, President and Licensed
Engineer for Bissell Professional Group; William Freed, Owner, Enviro-Tech Unlimited
Construction Services LLC, and Enviro-Tech of North Carolina, Inc.2; Zach Basnight,
Project Manager for Basnight Construction; Paul Beaumont, Vice Chairman, Currituck
County Board of Commissioners; Robert Hanig, N.C. State Representative, Northeastern
District and Former Chairman, Currituck County Commissioners; and Gary Lickfeld,
Resident of Eagle Creek.
On May 4, 2022, Sandler filed corrected rebuttal testimony of Brittney Willis.
On May 5, 2022, Currituck filed a motion to continue the expert witness hearing,
stating that the parties were engaged in settlement negotiations. On May 6, 2022, the
Commission issued an order continuing the expert witness hearing to June 8, 2022.
On June 6, 2022, Currituck, Sandler, and the Public Staff filed a Settlement
Agreement and Stipulation (Stipulation) agreeing to certain terms and conditions of the
proposed transfer. The Public Staff filed the supplemental testimony and exhibit of
2 Witness Freed's business is variously referred to as Envirotech and Enviro-Tech in testimony.
K3

witness Morgan and supplemental testimony of witness Franklin in support of the
Stipulation.
On June 7, 2022, Currituck filed supplemental and settlement testimony of witness
Myers. The Public Staff filed its Settlement Exhibit II which was inadvertently omitted from
its previous filing.
On June 7, 2022, the Commission issued an order excusing all witnesses, except
Currituck witness Myers and Public Staff witnesses Franklin and Morgan, from appearing
at the expert witness hearing and receiving the excused witnesses' prefiled testimony and
exhibits into the record.
On June 8, 2022, the expert witness hearing was held in Commission Hearing
Room 2115 in Raleigh, North Carolina.
On June 13 and June 17, 2022, Sandler filed three late -filed exhibits pursuant to
the Commission's request at the expert witness hearing.
On July 18, 2022, Sandler filed a Joint Proposed Order for the approval of the
transfer proceeding. On July 19, 2022, Sandler filed a Corrected Joint Proposed Order to
correct information related to appearances of counsel representing Sandler. Further,
Sandler stated that all parties agreed with the Corrected Joint Proposed Order.
On July 27, 2022, Currituck filed late -filed exhibits containing the agreements
between Envirolink and Enviro-Tech.
On August 2, 2022, Sandler filed with the Commission the Second Amended
Consent Judgment between the State and Sandler showing that Currituck had been
joined as a defendant in this action.
Based upon the foregoing, including the verified Application, the testimony and
exhibits of the customers appearing at the customer hearing, the testimony and exhibits
of the expert witnesses received into evidence, the Stipulation, and the entire record in
this proceeding, the Commission makes the following
FINDINGS OF FACT
1. Sandler holds a Certificate of Public Convenience and Necessity (CPCN)
pursuant to Commission order issued on September 14, 1999, in Docket No. W-1130,
Sub 0, to provide wastewater utility service to approximately 420 residential customers in
E

the Eagle Creek subdivision as well as to the neighboring Eagle Creek Golf Club and
Gril13 (Golf Club) and Moyock Middle School in Currituck County, North Carolina.
2. Sandier's Eagle Creek wastewater system (Eagle Creek Wastewater
System or System) is comprised of (1) a vacuum sewer collection system, (2) a reuse
spray irrigation system for the Golf Club's golf course, (3) an infiltration storage pond,
(4) an irrigation pond, and (5) a 350,000 gallons per day (gpd) wastewater treatment plant
that is currently limited to 175,000 gpd of flow.
3. Sandler is authorized to operate the wastewater treatment system at Eagle
Creek by the North Carolina Department of Environmental Quality (DEQ), Division of
Water Resources (DWR) pursuant to a permit issued on October 8, 2015 and renewed
on August 4, 2021 (Permit No. WQ0014306).
4. Sandler also holds a DWR permit (Permit No. WQCS00290), issued on
May 2, 2013, for operation of the vacuum sewer collection system. The current permit
has expired, but Sandler has filed to renew it and is awaiting issuance of a new permit.
The current permit is administratively continued until such time as a new permit is issued.
5. Although Sandler owns the Eagle Creek Wastewater System, it has always
contracted with third parties to operate the System. Until 2020, the System was operated
by William Freed d/b/a Enviro-Tech except for the reuse spray irrigation system, including
effluent disposal operations, which is operated by the Golf Club pursuant to a contract
with Sandler.
6. Enviro-Tech's operations were acquired by Envirolink pursuant to an Asset
Purchase Agreement dated February 6, 2020, although Envirolink used former
Enviro-Tech personnel to operate the Eagle Creek Wastewater System until on or about
September 6, 2020, and did not formally enter into a Utility Management Service
Agreement with Sandler until January 6, 2021.
7. The vacuum sewer collection system has a history of problems, including
significant sewer service outages and Sanitary Sewer Overflows (SSOs) beginning in
September 2020. In response, from 2020 through March of 2022, Sandler has made
investments of more than $686,000 to improve the System.
8. In response to problems with the vacuum collection system, DWR issued
notices of violation (NOVs) and notices of intent to enforce and assessed civil penalties.
9. On March 10, 2021, DEQ filed a complaint against Sandler in Currituck
County Superior Court regarding the sewer service outages and SSOs. The court entered
a Consent Judgment on July 1, 2021, which required Sandler to take certain actions to
3 Several filings in this proceeding refer to the Golf Club as Mill Run Golf and Country Club. The
Asset Purchase Agreement between Currituck and Sandler refers to the Golf Club as the Eagle Creek Golf
Club and Grill.
61

bring the vacuum sewer collection system into compliance with the permit and state water
quality regulations. After additional problems arose resulting in more SSOs, DEQ asked
the court to impose contempt sanctions on Sandler for failing to abide by the terms of the
Consent Judgment. The court did not find Sandler in contempt and instead ordered the
parties to attempt to fashion a better framework for improved performance. As a result,
the Consent Judgment was amended on December28, 2021, to add certain
requirements, including that Sandler obtain a new, independent engineering evaluation.
The independent engineer, Century Engineering, filed its report dated February 28, 2022.
10. Sandler has made significant efforts and investment to comply with the
Consent Judgment and the Amended Consent Judgment.
11. The System performance and operations have improved since
December of 2021, resulting in more reliable sewer service.
12. Currituck and Sandler entered into an Asset Purchase Agreement (APA) as
amended on April 14, 2021, for Currituck to purchase from Sandler the Eagle Creek
Wastewater System for the purchase price of $250,000, plus capital costs paid by Sandler
between the APA execution date and the closing, provided that such costs are approved
by Currituck and the Commission, plus up to $88,900 for connection fees from new
customers to be added from the Fost and future Flora communities.
13. In the Stipulation filed with the Commission on June 7, 2022, the Public
Staff, Currituck, and Sandler agreed to a purchase price of $613,623 for purposes of this
proceeding. This amount does not include any additional purchase price of up to $88,900
that Currituck has agreed to pay to Sandler for future connections at the Fost and Flora
subdivisions.
14. The Stipulation also provides that the rate base for the System should be
$424,779, which is the lesser of the purchase price and original cost net investment. This
amount of rate base may be increased by any reasonable and prudent costs that may be
incurred by Sandler prior to closing for a new control panel for the vacuum system. The
$424,779 of rate base does not include inventory purchased by Sandler that would be
deemed Materials and Supplies in Working Capital. Any post -transfer rate case brought
by Currituck for approval by the Commission may include in rate base the reasonable and
prudent amounts of Materials and Supplies, as part of Working Capital, and any
reasonable used and useful investment by Currituck in the control panel.
15. The Second Amended Consent Judgment was entered in Currituck County
Superior Court on July 18, 2022, whereby Currituck was joined as a defendant to the civil
suit and wherein Currituck will have responsibility for environmental compliance once it
acquires the System and the associated DWR permits. Currituck will also have
responsibility for making interim and long-term System improvements, reporting to
regulatory authorities, and responding promptly to customer complaints.
C.1

16. The Stipulation specifies that Currituck agrees to post a bond or letter of credit
in the amount of $650,000, subject to Commission acceptance and approval prior to closing.
17. The present rates charged by Sandler were approved in Docket
Nos. W-1130, Sub 9 and M-100, Sub 138, and have been in effect since
December 9, 2016. Currituck has not requested a rate increase for its wastewater
services in this proceeding, and the current Commission -approved connection charges
and monthly sewer rates will remain in effect:
Flat Rate Residential Wastewater Service
Eagle Creek Golf Club and Grill:
Moyock Middle School:
Tap -on fees:
Residential:
Commercial:
$ 52.60
$ 364.67
$3,000 per residence
$3,000 per residential equivalent
unit (REU) (360 gpd)
18. Currituck will not request a rate increase until the New System Upgrade
Plano has been implemented.
19. Currituck has proposed the following new reconnection charges that are
reasonable:
Next -Day Restore: $ 35.00
Same -Day Restore: $ 55.00
After -Hours Restore: $100.00
20. Pursuant to the Stipulation, Currituck will file with the Commission and DEQ
a New System Upgrade Plan and shall provide status reports no later than March 31,
June 30, September 30, and December 31 of each calendar year. Such reports will
contain documentation sufficient to verify that all elements of the Interim Service and
4 Pursuant to the Second Amended Consent Judgment, the New System Upgrade Plan is a plan
that Currituck is required to submit to DWR for review and approval no later than sixty days after the transfer
of the DWR permit from Sandler to Currituck. The New System Upgrade Plan must detail the actions to be
taken to address the long-term recommendations of the independent engineering evaluation.
r51

Restoration Plans, as required by the Second Amended Consent Judgment, have been
completed during the prior quarter and the status related to the execution of the New
System Upgrade Plan. Such status reports will document the occurrence of any Sanitary
Sewer Overflow (SSO) regardless of volume, actual cost versus budgeted cost, estimated
total project cost, and updated estimated completion date for each activity. If a reportable
SSO or material system or equipment failure occurs and upon request from DWR,
Currituck will submit status reports at the end of each calendar month. These status
reports shall be submitted via email to David May or his successor at DWR and shall be
filed with the Commission.
21. Pursuant to the Stipulation and N.C. Gen. Stat. § 62-153, on July 27, 2022,
Currituck filed with the Commission its Utility Management Service Agreement with
Envirolink.
22. The provisions of the Stipulation are just and reasonable to all parties to this
proceeding, as well as to Sandler's customers, and serve the public interest. It is
appropriate to approve the Stipulation in its entirety.
23. Currituck has the technical, managerial, and financial capacity to own and
operate the Eagle Creek Wastewater System.
EVIDENCE AND CONCLUSIONS FOR FINDINGS OF FACT NOS. 1 — 6
The evidence for these findings of fact is contained in the Application, the
Commission's records, and the testimony of Currituck witness Myers and Sandler witness
Willis. This information provides an historical context for the subsequent operational and
regulatory events that have occurred from September of 2020 to the close of hearing.
EVIDENCE AND CONCLUSIONS FOR FINDINGS OF FACT NOS. 7 — 11
The evidence for these findings of fact is contained in the Application, the
Commission's records, the Amended Consent Judgment, and the testimony and exhibits
of Currituck witness Myers, Sandler witness Willis, Public Staff witness Franklin, Public
Staff DWR witnesses May and Tankard, the additional Currituck rebuttal witnesses, and
the witnesses testifying at the February 2, 2022 hearings.
In the direct testimony of witness Myers, Willis, Franklin, May, and Tankard, the
witnesses testify that in September of 2020, the wastewater collection system at Eagle
Creek experienced a catastrophic failure, followed by additional failures, operational
problems, and permit noncompliance throughout that fall and calendar year 2021. During
5 The Interim Service and Restoration Plan, attached as Exhibit B to the Second Amended Consent
Judgment, is intended to prevent future sewer overflows, restore and sanitize areas impacted by prior sewer
overflows, and expeditiously restore and maintain service to homeowners in the event of any system
failures.
E:3

the customer hearing, residents of the Eagle Creek subdivision testified that these
problems have caused serious hardship for customers as well as environmental hazards.
In her direct testimony, witness Willis testifies that Sandler responded by ordering
repair and upgrade parts for the System, some of which were not immediately available.
Sandler also arranged for onsite technical assistance from vacuum system suppliers
Airvac, Inc., and Flovac, Inc.
In DWR's direct testimony, witnesses May and Tankard testify that DWR
responded to customer complaints in this timeframe by inspecting the System. As
described in the Amended Consent Judgment, DWR issued Sandler an NOV on
October 7, 2020, for SSOs and System failures occurring from September 27, 2020 and
ongoing as of the date the NOV was issued. DWR assessed a $62,517.96 civil penalty in
connection with that NOV. DWR issued three more NOVs from November of 2020
through January of 2021 in response to further problems with the System.
In their direct testimony, witnesses May and Tankard testify that on March 4, 2021,
DWR filed an injunctive action against Sandler in Currituck County Superior Court, Docket
No. 21 CVS 78. That action was initially resolved with a Consent Judgment entered by
the court on July 1, 2021. Sandler has made considerable efforts to comply with the
Consent Judgment and improve the operation of the System. The efforts included
providing on -site training for the system operator's employees, investment in physically
relocating controllers outside of valve pits to improve performance, replacement of
unreliable equipment, stocking of replacement parts, and detailed maintenance
schedules.
Notwithstanding those efforts, witnesses May and Tankard further testify that
additional SSOs occurred in October and November of 2021. This led DWR to file a show
cause motion with the court, raising the possibility of civil or criminal contempt sanctions
against Sandler. The court directed the parties to submit a modified consent judgment,
and on December 28, 2021, an Amended Consent Judgment was entered by the court.
The Amended Consent Judgment adds new requirements, including better
communications with residents, a compliance log, an independent engineering
evaluation, development of a New System Upgrade Plan, and appointment of a
DWR-approved independent specialist to provide on -site consultation and a report on
operation of the vacuum sewer collection system. Sandler witness Willis states that the
utility is complying with the Amended Consent Judgment and that the System is achieving
improved operational reliability.
In corrected rebuttal testimony filed on May 4, 2022, witness Willis states that since
2020, Sandler has invested $686,564 in the System — a substantially larger amount than
the Public Staff recognizes as the rate base amount. During the expert witness hearing,
Currituck witness Myers testified as to the effectiveness of 24-hour per day staffing and
a new monitoring system. Public Staff witness Franklin testified that there has been
significant operational improvement since December of 2021, that the System was stable,

and that some residents served by the System reported that it had been performing well
since December of 2021.
EVIDENCE AND CONCLUSIONS FOR FINDINGS OF FACT NOS. 12 —14
The evidence for these findings of fact is contained in the Application, the
Commission's records, the APA dated April 14, 2021, the Stipulation, including its
Exhibit I, and the testimony and exhibits of Currituck witness Myers, Sandler witness
Willis, and Public Staff witnesses Morgan and Franklin.
The APA provides in Article IV that Currituck shall pay to Sandler a purchase price
for the Eagle Creek Wastewater System consisting of $250,000; plus capital costs paid
by Sandler for renewal, replacement, repairs, and upgrades of the System from the APA
execution date to the closing date, provided that such costs are approved by Currituck
and the Commission; plus up to $88,900 to be paid after closing for future connection
fees to be received from new customers added in the Fost and Flora communities.
For regulatory purposes, the Commission must determine both the purchase price
and the net plant in service at the time of transfer. In the Stipulation, Currituck has agreed
that it will not seek a plant acquisition adjustment for the Eagle Creek Wastewater System
in this proceeding or any future proceeding associated with the transferred assets.
Normally the rate base for the acquiring utility will be derived from the lower of the
purchase price or net plant in service at the time of transfer, and the Commission finds
this approach is reasonable in the present case.
Public Staff witness Morgan filed direct testimony that calculates Sandler's net
plant in service through January 31, 2022, as $398,499. She further indicates that this
amount is subject to change for reasonable plant additions made through the date of
closing on the transfer. Witness Morgan opposes including the $88,900 component
related to customers added in the Fost and Flora communities in the purchase price
because those new connections have not yet been made, and they would not directly
benefit Eagle Creek customers.
In her corrected rebuttal testimony, Sandler witness Willis testifies that $96,000 of
the disallowances recommended by the Public Staff were improper because the capital
investments by Sandler were reasonable and prudent. She notes that Sandler was also
planning an additional investment of $70,000 for a control panel. She also maintains that
the $88,900 for future Fost and Flora connections was appropriate to include in the
purchase price because (1) it was a contractual obligation in the APA, (2) it would benefit
Eagle Creek customers due to the economies of scale that Currituck would obtain from
jointly operating multiple systems, as explained by Currituck witness Myers, and (3) the
Commission has recognized future connection fees as part of the purchase price in other
utility transfer proceedings.
The Public Staff, Currituck, and Sandler reached agreement for settlement
purposes on a purchase price of $613,623 for purposes of this proceeding. The
iK

Commission finds that the following purchase price, as provided in the Stipulation, is
reasonable:
Purchase Price $250,000
Post April 2021 Plant Additions $413,590
Post April 2021 Plant Additions Accumulated Depreciation ($49,967)
Post April 2021 Net Plant in Service $363,623
Total Purchase Price $613,623
The resolution of the purchase price is relevant even where the dollar value of net
plant in service is lower because the APA terms require Commission approval of capital
costs incurred by Sandler between the APA date and the closing date. The Commission
accepts as reasonable the negotiated settlement purchase price of $613,623 because it
reflects known and needed capital investment made by Sandler between the APA date
and the Stipulation date, net of accumulated depreciation.
The $613,623 purchase price does not include any additional purchase price of up
to $88,900 that Currituck has agreed to pay to Sandler for future connections at the Fost
and Flora subdivisions. Under the terms of the APA, that amount does not require
Commission approval to be part of the contractual purchase price. As the parties have
agreed in the Stipulation, Currituck remains obligated to make those Fost and Flora
connection fee payments of up to $88,900 to Sandler under the terms of the APA.
The Stipulation also provides that the rate base for the System should be
$424,779, which is the lesser of the purchase price and original cost net investment. The
$424,779 may be increased by any reasonable and prudent costs that are incurred by
Sandler prior to closing, such as a new control panel for the vacuum sewer collection
system. The $424,779 of rate base does not include inventory purchased by Sandler that
would be deemed Materials and Supplies in Working Capital. Any post -transfer rate case
application brought by Currituck for Commission approval may include in rate base the
reasonable and prudent amounts of Materials and Supplies, as part of Working Capital,
and any reasonable used and useful investment by Currituck in the control panel or other
assets. The Commission finds these settlement terms for rate base to be reasonable.
EVIDENCE AND CONCLUSIONS FOR FINDING OF FACT NO. 15
The evidence for this finding of fact is contained in the Commission's records, the
Stipulation, including its Exhibit II, the testimony and exhibits of Currituck witness Myers,
Sandler witness Willis, and Public Staff witness Franklin, and the Second Amended
Consent Judgment.
In the Stipulation, the parties agreed to a second amendment to the Consent
Judgment wherein Currituck will have responsibility for environmental compliance once it
11

acquires the System and the associated DWR permits. The Second Amended Consent
Judgment imposes rigorous requirements on Currituck, including prevention of SSOs,
reporting of material system failures, prompt responses to resident complaints, an
operator training plan, an Interim Service and Restoration Plan, a New System Upgrade
Plan along with a report on its completion, and other provisions. The Second Amended
Consent Judgment is enforceable by judicial contempt sanctions. During the expert
witness hearing, Public Staff witness Franklin testified that the terms of the Second
Amended Consent Judgment would provide adequate customer protections and support
his opinion that the transfer to Currituck is in the public interest.
The Commission notes that on July 18, 2022, the Second Amended Consent
Judgment was entered in Currituck County Superior Court Docket Number 21 CVS 78,
whereby Currituck was joined as defendant and became subject to the terms of the
Second Amended Consent Judgment. In addition, Currituck and Sandler will apply to
DWR for the treatment plant permit (Permit No. WQ0014306) and the collection system
permit (Permit No. WQCS00290) to be issued to Currituck.
EVIDENCE AND CONCLUSIONS FOR FINDING OF FACT NO. 16
The evidence for this finding of fact is contained in Public Staff witness Franklin's
direct testimony, Currituck witness Myers' rebuttal testimony, and the Stipulation.
In his direct testimony, Public Staff witness Franklin initially recommended that a
bond of $1 million be obtained by Currituck for the System, whereas Currituck maintains
that a $1 million is excessive considering its commitment to upgrading and replacing the
System.
Pursuant to the Stipulation, Currituck agrees to post a bond and letter of credit
surety in the amount of $650,000 prior to closing. The Commission approves as
reasonable a bond and letter of credit surety (or other acceptable surety pursuant to
N.C.G.S. § 62-110.3 and Commission Rule R10-24) of $650,000 for Currituck to acquire
the System.
EVIDENCE AND CONCLUSIONS FOR FINDINGS OF FACT NOS. 17 —19
The evidence for these findings of fact is contained in the Application, the
Commission's records, the Stipulation, and the testimony and exhibits of Currituck
witness Myers and Public Staff witness Franklin.
Paragraph G of the Stipulation provides that Currituck will not request a rate
increase until the Eagle Creek collection system has been replaced. During the expert
witness hearing, Currituck witness Myers clarified that this could include a modification,
upgrade, or replacement of the system, and the correct meaning is that Currituck would
not request a rate increase until the New System Upgrade Plan has been implemented.
12

Public Staff witness Franklin testifies in his direct testimony that new rates were
not being requested in the transfer proceeding, apart from a change in reconnection fees.
He lists the existing and proposed rates as follows:
Monthly Flat Rate Wastewater Service
Present
Proposed
Residential Service
$ 52.60
$ 52.60
Eagle Creek Golf Club and Grill
$ 364.67
$ 364.67
Moyock Middle School
$ 884.20
$ 884.20
Connection Charge:
Residential, per residence
$ 3,000
$ 3,000
Commercial, per REU
(360 gpd)
$ 3,000
$ 3,000
Reconnection Charge:
If wastewater service cut off
by utility for good cause:
Next -Day Restore
Same -Day Restore
After -Hours Restore
Actual3 NA
NA $ 35.00
NA $ 55.00
NA $ 100.00
3 Neglect or failure to pay amounts due or otherwise comply with the
provisions of this tariff shall be deemed to be sufficient cause for
discontinuance of service. If such discontinuance of service becomes
necessary, Sandler Utilities at Mill Run, LLC, will install a valve or other
device to cut off and block the sewer line. The customer will be charged the
actual cost of installing the valve or device including parts and labor.
4 Same -day restores will be billed at next -day rate if request before 10:00
a.m. (M-F), excluding holidays. Holidays billed at after-hours rate.
Witness Franklin testifies that the proposed rates and fees are just and reasonable.
The Commission concludes that the proposed rates and fees agreed to in the Stipulation
and provided herein are just and reasonable.
EVIDENCE AND CONCLUSIONS FOR FINDINGS OF FACT NOS. 20 — 21
The evidence for these findings of fact is contained in the Application, the
Commission's records, the Stipulation, including Exhibit II, and the testimony of Currituck
witness Myers and Public Staff witness Franklin.
The Second Amended Consent Judgment as agreed upon by DEQ, Sandler, and
Currituck is attached to the Stipulation as Exhibit II. The purpose of the Second Amended
Consent Judgment is to ensure that the Eagle Creek Wastewater System operates
satisfactorily, complies with environmental requirements, and receives improvements that
will enable it to function more reliably in the long term. The Second Amended Consent
13

Judgment anticipates a transfer of ownership from Sandler to Currituck and imposes
substantial requirements on Currituck.
As part of those requirements, Currituck will file with the Commission and DEQ a
New System Upgrade Plan and shall provide status reports no later than March 31,
June 30, September 30, and December 31 of each calendar year. Such reports will
contain documentation sufficient to verify that all elements of the Interim Service and
Restoration Plan, as required by the Second Amended Consent Judgment, have been
completed during the prior quarter and status related to the execution of the New System
Upgrade Plan. Such status reports will document the occurrence of any SSO regardless
of volume, actual cost versus budgeted cost, estimated total project cost, and updated
estimated completion date for each activity. If a reportable SSO or material system or
equipment failure occurs and upon request from DWR, Currituck will submit status reports
at the end of each calendar month. These status reports shall be submitted via email to
David May or his successor at DWR and be filed with the Commission.
Pursuant to the Stipulation and N.C.G.S. § 62-153, Currituck shall also file with the
Commission its agreement with Envirolink. On July 27, 2022, Currituck filed a Utility
Management Service Agreement between Currituck and Envirolink executed
December 20, 2021.
The Stipulation provides that the Commission's approval of the transfer be
conditioned upon entry of the Second Amended Consent Judgment, with such
modifications as may be required by the Currituck County Superior Court and upon all
other regulatory approvals. During the expert witness hearing, the other regulatory
approvals were identified as being issuance of collection system and wastewater
treatment permits from DWR to Currituck.
The Commission finds that the aforementioned requirements in the Second
Amended Consent Judgment and the Stipulation are reasonable and appropriate. The
requirements of the Second Amended Consent Judgment provide for an independent
engineering evaluation of System needs, independent engineering consulting and
oversight, and the rigorous DWR oversight needed to promote further improvements in
the System and in the owner's operational performance. The Commission notes that
these reporting requirements will enable regulators to better monitor the progress
expected of the System owner. For these reasons, the Commission finds that the
provisions of the Second Amended Consent Judgment and the Stipulation provide
sufficient customer protections.
As previously noted by the Commission, the Currituck County Superior Court
entered a Second Amended Consent Judgment on July 18, 2022, whereby Currituck was
joined as a defendant and became subject to the terms of the Second Amended Consent
Judgment.
14

EVIDENCE AND CONCLUSIONS FOR FINDINGS OF FACT NOS. 22 — 23
The evidence for these findings of fact is contained in the Application, the
Commission's records, the Stipulation, and the testimony of Currituck witness Myers,
Sandler witness Willis, and Public Staff witnesses Franklin and Tran.
The Commission has reviewed the terms of the Stipulation, finds them to be
reasonable, and approves the Stipulation in its entirety. The Commission notes that the
Stipulation reflects agreement among all parties to the transfer proceeding. In addition,
Exhibit II to the Stipulation reflects agreement from DEQ regarding the terms and
conditions affecting the environmental regulation of the System as it is transferred from
Sandler to Currituck.
In his supplemental testimony, Currituck witness Myers testifies that under the
terms of the Stipulation and the Second Amended Consent Judgment, the transfer is in
the public interest. In his direct testimony, Public Staff witness Tran testifies to the
financial viability of Currituck to acquire, operate, and make improvements to the Eagle
Creek Wastewater System. During the expert witness hearing, Public Staff witness
Franklin stated "the Public Staff believes that the customers of the Eagle Creek
subdivision will be adequately protected, and the transfer is in the best interest of the
customers" under the terms of the Stipulation. Tr. vol. 3, 268. He testified that the transfer
from Sandler to Currituck, as envisioned by the Stipulation, was the best solution to the
problems at the Eagle Creek Wastewater System.
Based on the foregoing, the Commission finds that Currituck has the technical,
managerial, and financial capacity to own and operate the Eagle Creek Wastewater
System.
The Commission further concludes that because the Second Amended Consent
Judgment was accepted by the court on July 18, 2022, thereby joining Currituck as a
defendant and subjecting it to the terms of the Second Amended Consent Judgment, the
proposed transfer will serve the public convenience and necessity, and is in the public
interest, as required by N.C.G.S. § 62-111.
IT IS THEREFORE ORDERED as follows:
1. That Currituck's late -filed exhibit containing the Utility Management Service
Agreement between Currituck and Envirolink filed with the Commission on July 27, 2022,
and the Second Amended Consent Judgment entered in Currituck County Superior Court
on July 18, 2022, and filed with the Commission by Sandler on August 2, 2022, are
hereby entered into evidence;
2. That Sandler is hereby authorized to transfer its wastewater utility system
serving the Eagle Creek Subdivision, Eagle Creek Golf Club and Grill, and Moyock Middle
School in Currituck County, North Carolina, to Currituck;
15

3. That Currituck is granted a Certificate of Public Convenience and Necessity
to provide sewer utility service in Eagle Creek Subdivision, Eagle Creek Golf Club and
Grill, and Moyock Middle School in Currituck County, North Carolina, effective upon the
closing of the transfer of the sewer utility system assets to Currituck, subject to the terms
of the Second Amended Consent Judgment by Currituck County Superior Court;
4. That Currituck shall post a $650,000 bond, in a form acceptable to and
approved by the Commission, prior to closing;
5. That Sandier's surety bond held by the Commission shall be released to
Sandler upon receipt of written notification to the Commission that closing of the transfer
of wastewater system assets has been completed;
6. That Appendix A, attached hereto, shall constitute the Certificate of Public
Convenience and Necessity for Eagle Creek Subdivision, Eagle Creek Golf Club and Grill,
and Moyock Middle School;
7. That the Schedule of Rates, attached as Appendix B, is authorized to
become effective for service rendered on and after the date of the closing of the transfer
of wastewater system assets to Currituck;
8. That Currituck shall provide written notice of the change in ownership to all
customers within ten days of the transfer of the sewer system assets and closing;
9. That Currituck shall file a written notification with the Commission within
five business days after the closing of the transfer of sewer system assets;
10. That the Certificate of Public Convenience and Necessity granted to
Sandler in Docket No. W-1130, Sub 0, is canceled effective on the date Currituck files
with the Commission written notification that closing of the transfer of the sewer system
assets has been completed;
11. That Currituck shall receive rate base treatment of the $424,779, original
cost net investment shown on Settlement Exhibit I and supporting schedules. This amount
of rate base may be increased by any reasonable and prudent capital costs that may be
incurred by Sandler prior to closing and does not include any amount for Materials and
Supplies that may be included by Currituck in rate base as part of Working Capital for
approval by the Commission in the next rate case;
12. That Currituck shall comply with all terms of the Stipulation filed in this
docket;
13. That Currituck shall file with the Commission and DEQ a New System
Upgrade Plan and shall provide status reports no later than March 31, June 30,
September 30, and December 31 of each calendar year. Such reports shall contain
documentation sufficient to verify that all elements of the Interim Service and Restoration

Plan, as required by the Second Amended Consent Judgment, have been completed
during the prior quarter and status related to the execution of the New System Upgrade
Plan. Such status reports shall document the occurrence of any SSO regardless of
volume, actual cost versus budgeted cost, estimated total project cost, and updated
estimated completion date for each activity. If a reportable SSO or material system or
equipment failure occurs and upon request from DWR, Currituck shall submit status
reports at the end of each calendar month. These status reports shall be submitted via
email to David May or his successor at DWR and shall be filed with the Commission in
Docket No. W-1333, Sub ON and
14. That a copy of this Order shall be mailed or hand -delivered by Currituck to
the customers within ten days of the effective date of this Order and that Currituck shall
submit to the Commission the attached Certificate of Service, properly signed and
notarized, no later than 30 days after the issuance of the Order.
ISSUED BY ORDER OF THE COMMISSION.
This the 13th day of September, 2022.
NORTH CAROLINA UTILITIES COMMISSION
Erica N. Green, Deputy Clerk
Commissioner Karen M. Kemerait did not participate in this decision.
17

APPENDIX A
STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
DOCKET NO. W-1333, SUB 0
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
CURRITUCK WATER AND SEWER, LLC
is granted this
CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY
to provide sewer utility service to
EAGLE CREEK SUBDIVISION, EAGLE CREEK GOLF CLUB AND GRILL,
AND MOYOCK MIDDLE SCHOOL
Currituck County, North Carolina
subject to any orders, rules, regulations,
and conditions now or hereafter lawfully made
by the North Carolina Utilities Commission.
ISSUED BY ORDER OF THE COMMISSION.
This the 13th day of September, 2022.
NORTH CAROLINA UTILITIES COMMISSION
Y / )
Erica N. Green, Deputy Clerk

APPENDIX B
SCHEDULE OF RATES
for
CURRITUCK WATER AND SEWER, LLC
for providing sewer utility service to
EAGLE CREEK SUBDIVISION, EAGLE CREEK GOLF CLUB AND GRILL,
AND MOYOCK MIDDLE SCHOOL
Currituck County, North Carolina
Monthly Rates for Sewer Utilitv Service:
Residential Service
Eagle Creek Golf Club and Grill
Moyock Middle School
Connection Charge:
Residential, per residence
Commercial, per REU
(360 gpd)
Reconnection Charge:
If wastewater service cut off
by utility for good cause:
Next -Day Restore
Same -Day Restore'
After -Hours Restore
Bills Due:
Bills Past Due:
Billing Freauencv:
Finance Charges for Late Pavment
$ 52.60
$ 364.67
$ 884.20
$ 3,000
$ 3,000
NA
$ 35.00
$ 55.00
$ 100.00
On billing date
15 days after billing date
Monthly for service in advance
1 % per month will be applied to
the unpaid balance of all bills
still past due 25 days after
billing date.
Issued in Accordance with Authority Granted by the North Carolina Utilities
Commission in Docket No. W-1333, Sub 0, on this the 13th day of
September, 2022.
Same -day restores will be billed at next -day rate if request before 10:00 am (M-F), excluding
holidays. Holidays billed at after-hours rate.

CERTIFICATE OF SERVICE
I
, mailed with sufficient
postage or hand delivered to all affected customers the Order issued by the North
Carolina Utilities Commission in Docket Nos. W-1333, Sub 0, and W-1130, Sub 11, and
the Order was mailed or hand delivered by the date specified in the Order.
This the day of , 2022.
Signature
Name of Utility Company
The above named Applicant, ,
personally appeared before me this day and, being first duly sworn, says that the required
Order was mailed or hand delivered to all affected customers, as required by the
Commission Order dated , 2022, in Docket Nos. W-1333, Sub 0,
and W-1130, Sub 11.
Witness my hand and notarial seal, this the day of 2022.
(SEAL)
Notary Public
Printed Name
My Commission Expires:
Date

■ ■ NC DEPARTMENT 4F
■■ ■■ NATURAL AND CULTLIRAL RESOURCES
■&M ■
April 23, 2024
Chrissa MacConnell
Green Global Technologies
501 Cascade Pointe Lane
Cary, NC 27513
RE: Eagle Creek WWTP; C26202.00
Dear Chrissa MacConnell:
"')E0062f, iluvEmai
tl-Reid Wiisfln, Secfetnry
Misty 13v0anan
Oepu" Dlueetr, Naha dl FkAtage 1'ragcalsi
NCNHDE-25740
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
A query of the NCNHP database, based on the project area mapped with your request, indicates
that there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary, or within a one -mile radius of
the project boundary.
Please note that although there may be no documentation of natural heritage elements within or
near the project boundary, it does not imply or confirm their absence; the area may not have been
surveyed. The results of this query should not be substituted for field surveys where suitable habitat
exists. In the event that rare species are found within the project area, please contact the NCNHP so
that we may update our records.
Please also note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may also not be redistributed without
permission.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact the NCNHP at natural.heritaaena dncr.nc.aov,
Sincerely,
NC Natural Heritage Program
DEPARtPUNT OF NATVRAL W>CULTUAAL P0;QUACES
�1 I;71W_,IttA[C:�TR�Ei,e7.5{Ct4J•.11l;27+t,;I + IkATAIAIL AMACECEN1 R.FiALU;:11 ffl"f1
1'i

NCNHDE-25740: Eagle Creek WWTP
Su,�ey Ru
O
168
m
F
• � d
Green ti ^
Vlew Ra e
c
Mill Run Golf
Club
Green ale R o O
Rd
o�
o"ortl Rtl o O�
O�
a
Rance ac
Su`^m
arms Trl
N 7f,
W+E 0 0.28 0.55 1.1 Miles
5
April 23, 2024
Q Buffered Project Boundary
Q Project Boundary
Page 2 of 2
Earl, NASA, NGA, USGS,. FEMA
State of Norlh Carolina DOT, Earl, T—Tom, G—in, Safe wh,
G. Technologiea, Ix, METIINASA, USGS, EPA, NPS, US Cenaua Bureau,
USDA, USFWS

National Flood Hazard Layer FIRMette
76'10'26"W 36'29'38"N
/I
Air
lir
MI
w �
p ' f
.. a •
a
Feet 1:61000 76 949 W 36 299 N
0 250 500 1,000 1,500 2,000
Basemap Imagery Source: USGS National Map 2023
461 FEMA Legend
SrEE FIS REPORT PoR DETAILED LEGEND AND INDEX MAP FaR FIRM PANEL LAYOUT
I Without Base Flead Elevation (BFE)
Zane A, V A -
SPECIAL FLOOD With BFE or Depth zone AE, AO, AM, VE, AR
HAZARD AREAS Regulatory Floodway
�. - ■ 0.2% Annual Chance Flood Hazard, Areas
of 1% annual chance flood with average
depth less than one foot or with drainage
areas of less than one square mile z-m x
\ \ Future Conditions 1%Annual
y Chance Flood Hazard zone x
Area with Reduced Flood Risk due to
'W� OTHER AREAS OF Levee. See Notes. zan,x
r
FLOOD HAZARD Area with Flood Risk due to Leveez-� D
• No scnEEN Area of Minimal Flood Hazard z-rex
s
Effective LOMRs
t OTHER AREAS Area of Undetermined Flood Hazard zone D
r
■ A ! - GENERAL Channel, Culvert, or Storm Sewer
.q STRUCTURES i i i i i i i Levee, Dike, or Floodwall
a ■ �
r r «•
Cross Sections with l%Annual Chance
Izs Water Surface Elevation
Coastal Transact
X' 2 OF —et7— Base Flood Elevation Line (BFE)
Limit of Study
Jurisdiction Boundary
Coastal Transact Baseline
r OTHER Profile Baseline
1 -
R FEATURES Hydrographic Feature
■ '� Digital Data Available
r No Digital Data Available
h�
MAP PANELS ® Unmapped
+' The pin displayed on the map is an approximate
paint selected by the user and does not represent
�; , ■� h - an authoritative property location.
This map complies with FEMA's standards forthe use of
digital flood maps if it is not void as described below.
The basemap shown complies with FEMA's basemap
accuracy standards
The flood hazard information is derived directly from the
authoritative NFHL web services provided by FEMA. This map
was exported an 4/23/2024 at 8 37 AM and does nut
reflect changes or amendments subsequent to this date and
time. The NFHL and effective information may change or
become superseded by new data overtime.
This map image is vaid if the one or more of the following map
elements do not appear: basemap imagery, flood zone labels,
legend, scale bar, map creation date, community identifiers,
FIRM panel number, and FIRM effective date. Map images far
unmapped and unmodernized areas cannot be used for
regulatory purposes.

Eagle Creek WWTP Apr23,2024
_r
Legend North Carolina Floodplain Mapping Program
0 Panels Flood Hazard Areas
PolitioalAreas AE
Stream Centerline `j&V Floodway (AE)
i Cross Sections 0.2 % Chance Annual Flood Hazard
fir- Levee Future Conditions 1%Annual Chance Flood Hazard

Eagle Creek WWTP Minor Modification
Currituck Water and Sewer, LLC
Non -Discharge Permit Ownership/Name Change
Application
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]

State of Nortli Carolina
DWR
Department of Environmental Quality
Division of Water Resources
NON -DISCHARGE PERMIT OWNERSHIP/NAME CHANGE
Division of Water Resources INSTRUCTIONS FOR FORM:. NDPONC 06-16 S SUPPORTING DOCUMENTATION
This fornr is for ownership changes or- name changes of a non -discharge system permit. Please note that "Permittee"
references the existing permit holder, and that "Applicant" references the entity applying for the ownership/name change.
Ivor more infbrtucttion, visit the I1'ater Qualiti• Permitting Section's Non -Discharge Permitting Unit website
A. Non -Discharge Permit Ownership/Name Chancre (FORM. NDPONC 06-16) Application (All Applications):
❑ Submit an original completed and appropriately executed No.n-Discharge Pernlit Owncrship,Namc Change (FORM: NDPONC
06-16) application.
❑ The Existing Pcrmittec's Certification shall be signed in accordance with 15A NCAC 02T .0106(bl. Per 15A NCAC 02T
.0106(c), an alternate person may be designated as the signing official if a delegation letter is provided from a person who
meets the criteria in 15A NCAC 02T .0106(b).
]] The Applicants Certification shall be signed in accordance with 15A NCAC 02T .0106(b), Per 15A NCAC 02T .0106(c), can
alternate person may be designated as the signing official if delegation letter is provided from a person who meets the criteria
in 15A NCAC 02T .0106(b).
B_ Existing Pernilt (All Application);
[l Submit a copy of the most recently issued permit.
C. Property Ownership Documentation (All Applications):
r Per 15A NCAC 02T-0504(f)- 15A NCAC 02T .0604(e). 15A NCAC 02T .0704(f), 15A NCAC 02T .0804. 15A NCAC 02T
.1004(d), 15A NCAC 02T .1104fd)(7). 15A NCAC 02T. I 104(e)(51, 15A NCAC 02U .020l(e) or 15A NCAC 02U .0202(f).
the Applicant shall demonstrate they are the owner of all property containing the nun -discharge system facilities:
❑ Legal documentation of ownership (i,e,. GIS, deed or article of incorporation). or
0 Written notarized intent to purchase agreement signed by both parties with a plat or survey map. or
❑ Written notarized lease aureement that specifically indicates the intended use of the property and has been signed by both
parties. as well as a plat or survey map. Lease agrectrtents shall adhere to the requirements of 15A NCAC 02L .0107.
D. Certificate of Public Convenience and Necessity (All Applications where the Applicant is a Privately -Owned Public Utility):
0 Per 15A NCAC 02T .0115(a)(1). provide one copy of the Certificate of Public Convenience and Necessity from the North
Carolina Utilities Commission demonstrating the Applicant is authorized to liold the utility Franchise liar the arcs} to be sen•ed
by the non -discharge system.
E. Operational Agreements (AI I Applications where the Applicant is a Home/Pniperty Owners' Association or Developer of lots to
be sold):
Ilornc/Property Owners' Associations
❑ Per 15A NCAC 02T .0115(c)- submit an original properly exectncd Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .0115(c), submit an original proposed or approved Articles of Incorporation. Declarations and By-
aws.
Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b). submit an original of the properly executed Operational Agreement (FORM: DEV).
F. Operation and Maintenance Agreement (All Applications for Single -Family Wastewater Irrigation Systems):
❑ Per t5.A NCAC 02T .0604(h), submit an original of a notarized Operation and Maintenance Agreement (FORM: SFRWWIS
O&M) that has been signed and dated by all deeded property otivners.
THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION SHALL BE SUB-MITTED TO:
NORTH CAROLINA DEPA.RTNIENT OF ENVIRON!NIENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service: By Courier/Special Deliverv:
Non-Discharuc Branch Non -Discharge Branch — Archdale 942�G' By Email:
Non-Discharize.Renartslc�i.ncdenr.aov
1617 Mail Service Center 512 N. Salisbury St.
Raleigh, NC 27699-1617 Raleigh. NC 27604
Telephone Number: [phone]
INSTRUCTIONS FOR FORM— NDPO`NC 06-Its SL SUPPORTING; DOCUMENTATION pmz,e I or 1

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
NON -DISCHARGE PERMIT OWNERSHIP/NAME CHANCE
Divislon of Water Resources FORM: NDPONC 06-16
I. EXISTING PERMITTEE INFORM_'1TION:
I . Permitiee's name: Sandler Utilities at Mill Run. LLC"
2. Signature authority's name. Raymond Gottlieb per 15A NCAC 02T .0106(b) Title: Manager
3. Pernittee's mailing address: 448 Viking Qrive, Ste 220
City: Virginia Beach State: VA Zip: 23452 -
4. Pennittee's contact information: Phone number_ (757 ).463 -5000 Entail Address: ravmondr< )Imssi.com
5. Demonstration of historical consideration for permit approval — I5A NCAC 02T .0120:
Has the Permittee or any parent, subsidiary or other affiliate exhibited the following?
a. Has been convicted of environmental crimes under Fedcral law or G.S. 143-215.63? ❑ Yes ar ❑✓ No
b. Has previously abandoned a wastewater treatment facility without properly closing that facility? ❑ Yes or ❑E No
c. Has unpaid civil penalty where all appeals have been abandoned or exhausted? ❑ Yes or 0 No
d. Is non -compliant with an existing non -discharge permit. settlement aggreemeut or order? ❑ Yes or ❑✓ No
e. Has unpaid annual Fees in accordance with 15A NCAC 02T .0105t'e)(2)? ❑ Yes or ✓❑ No
I1. FACILITY INFORMATION:
1. Facilin, name: Eagle Creek WWTP
2 Facitity's physical address: 2.57 Clreenyiew Road
City: Nlovock Stale: NC Zip: ? S5g -
111. PERMIT INFOWNIATION:
1. Existing permit number: WQ0014306 and most recent issuance date: 3! 1 R/2024
2. Existing permit type: Other Non -Discharge Wastewater
3. Reason for the permit application: Change of Ownership
4. Has the facility been constructed? QYes or ❑ No
IV. APPLICANT INFORiMATION:
1. Applicant's name: Currituck Water & Sewer. LLC
"_. Signature authority's name: Michael J. Mvers
Countv: Currituck
per 15A NCAC 02T .0106(b) Title: Vice President
3. Applicant's mailing address: 4700 Homewood Ct.. Ste 108
City: Raleiah State: NC Zip: 27.609-
4. Applicairt's c(intact information: Phone number: (252 )235 - 20() Email Address: mmti-ersiii-en,�•irolinkinc.corn
S. Demonstration of historical consideration For permit approval — 15A NCAC 02T .0120:
lla,, the Applicant or any parent. subsidiary or other affiliate exhibited the followintig?
a. Has been convicted of environmental crimes under Federal law or G_S. 143-215.6B? ❑ Yes or ❑✓ No
b. Has previously abandoned a uastetiyater treatment facility without properly closing that facility? ❑ Yes or ❑✓ No
c. I las unpaid civil penalty where all appeals have been abandoned or exhausted? ❑ Yes or 0 No
d. Is non -compliant with an existing non -discharge permit. sQuIenaent agreement or order'? El Yes or ❑� No
e. Has unpaid annual fees in accordance with 15A NCAC 02T .0105(e)(2)? ❑ Yes or ❑r No
FOR -NI: NDPONC 06--16 Pa{Jc I of

Existing Pertmittee's Certification per 15A NCAC 02T .0106fhl:
i Raymond L_ Gottlieb, Manager Sandler Utilities @ Mill Run, LLC auem that this application for
(Signature Atltltorily name & title irom Application Item 1._2.)
Cagle Creek «'WTP
(Facility name fmm Application Item IL 13
has been revie%ved by me and is accurate and complete to the best of my knowledge. I understand that prior to rcissuance ot'thc permit
into the Applicant', name, any discharge of wastewater From this nun -discharge system to surface waters or the (and will result ill an
cnforeem4-nt action that may include civil penalties. injunctive relief, and/or criminal prosecution. I will make no claim aggainst the
Division of Water Resources should a condition of the existing permit be violated. 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 as incomplete. I fiurther certify that the existing Permiltee or any affiliate h.1, not hcen convicted of an
environmental crime. has not abandoned a wastewater facility without proper closure, dues not have an outstanding civil penalty where
all appeals ha-vebeen exhausted or abandoned. are compliant with any active compliance schedule, and do not have any overdue annual
fees per 15A NCAC 02T .0105fe1_
NOTE — in accordance with ral Statute: 143-215.6A and 143-215.68. any person who knowingly makes any False statement,
representation, or "nifica ' n ' napplication package shall be gaiety 01'a Class 2 misdemeanor_ which may include a fine not to
exceed Sl0.060as well itHfaldeS tip to S25.000 per violation.
Signature: � pate: 3/20i2024
Sandler Utilities at Milt Run, L.L.C.
By: Raymond L. Gottlieb, !Manager
Applicant's Certiiicat-ion per 15A NCAC 02T .01061b1:
1, Michael J. Myers. Vice President Curriiuck Water & Sewer, LLC attest that this :application for
(Signature Authority's name & title from Application Item 1 V.2.)
Eaglc Creek W%\'TP
(Facility name from Application Item lt,1.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that alier reissuance of the permit
into the Applicant's name, any discharge of wastewater from this nun -discharge system to surface waters or the land will result in an
crtfarcenie:nt action that may include civil penalties, injunctive relief. undlor criminal pruseeutiou. I will make no claim against Elie
Division ofWater Resources should a condition of this pcnnit be violated. 1 also understand that ifall 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 hirther certify that Elie Applicant or any affiliate has not been convicted of an environmental
crime_ has not abandoned a wastewater facility without proper closure. dries not havc an outstanding civil penalty inhere all appeals have
been exhausted or abandoned. are compliant with any active compliance schedule, and do not have any overdue annual fees per 15A
NCAC 02T .0105f el.
NOTE — in accordance with General Stawics 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 or-.) Class 2 misdemeanor, which may- include a fine not to
exceed S10.000 as well alai ciivil p�enaltieS to 525.000 per violation,
Date: 3 ' d� t92�,l
FOR,'vl: NDPONC 06- 1h Pa.-c 2 of 2

ROY COOPER
Go -min
ELIZABETH S. BISER
St.,
S. DAN'IEL SM111-I
D1rf•i..,or
Environmental Quality
August 4. 2021
RAY,NIONI) Go-i-"I,i.lfT3 — NIA\AGI\(; PAR1A-FR
SANDLl R UJILITIFS ATMILL RUN. L.L.C.
443 VIKING DRi 1: -- St ii-IT 220
VIRGINIA BLACII. VIRGINIA 23452
Subject: Permit No. WQOO 14306
Eagle Creek WWTP
Reclaimed Water Generation.
Dedicated Reclaimed Water
Utilization- and Hit__=h-Rate
Infiltration System
Currituck County
Dear Mr. Gottlieb:
In accordance With your permit renewal request received September 30. 2020. and subsequent
additional information received August 4. 2021_ we arc forwarding herewith Permit No. WQ0014306 dated
August 4.2021 _ to Sandler Utilities at Mill Run. L.L.C. for the continued operation of the subject reclaimed
witer generation- dedicated reclaimed Water utilization. and bl,uh rate infiltration facilities.
This permit shall be effective from the date of issuance through June 30. 2027_ shall void Permit
No. WQ0014306 issued October S. 2015. and shall be subject to the conditions and limitations therein. The
Permittee shall submit a renewal application no later than January 1, 2027.
Please pay attention to the monitoring requirements listed Attachments A- B. and C for thev may
differ from the previous permit issuance. Failure to establish an adequate system for collecting and
maintaining the required operational information shall result in future compliance problems.
The Division has removed the following permit conditions since the last permit issuance
dated October 8, 2015:
Old Condition 1.3. — This condition has been removed because of the new easementiirritgation
agreement (Deed Book: 1640 / Pages: 776-808) of the Cnrritllck County Reuister of Deeds)
between Paasch Deg elopinents.. LLC and Currituck Water and Sewer- LLC. and the assiLgnment
agreement (DB: 1642 / PGS-. 54-75) between Paasch Developments. LLC. Currituck Water and
Sewer. LLC. and Sandler Utilities at Mill Run. L.L.C.
Old Condition I.5. — This condition has been remo%ed because the second bank of ultraviolet
(UV) disinfection liLlhts Were installed and repairs Were made.
Old Condition 11.8. — This condition has been replaced by Condition 11. 11.
Old Condition 11.9. — This condition has been replaced by Condition 11.12.
.��, �:.'th [ r 11-1.� Dc�.r;-t;r.c0 3i 6rr;- r:ril�! C! c.r i't JI I r u L',,,r.•- I',r I r -,•
z:�-
` `,1,' �� f rl 5 �.�. il•II Ue� i- Ll.ei S r', -rr Crl'.tr�, i. I I rEr `,�, r.I �,r,.1r1 r ,t5d

Mr. Ravmond Gottlieb
Auzusu 4, 2021
Pa(-,e 2 of 4
Old Condition II.10. - This condition has been replaced by Condition 11.13.
Old Condition II.18. - This condition has been removed.
Old Condition 111.8, - This condition has been replaced by rinv Condition 111.18.
Old Condition 11I.9. - This condition has been replaced by new Condition III.18.
Old Condition 1IL24. - This condition has been removed along with Old Condition 1.3.
Old Condition V1.2. - This condition has been removed because the permit is not voidable.
The following, permit conditions are new since the last permit issuance dated October 8, 2015:
Condition I.3. - The Washington Regional Office shall approve monitoring wells MW-3. MW-
4, and MW-5 prior to installation. and the monitoring wells shall be installed within 90 days of
the effcctive date of this permit. The Washington Regional Office shall be notified at least twvo
business days in advance of construction of any monitoring well.
A, Condition 1.4. - Within 90 days Ofcomplcting installation of monitoring wells MW-3. MW-4,
and M W-5. the Permitter shall submit two ori47inal copies and one digital copy of a site map.
Condition 1.5. - Within 30 days of construction. a Well Construction Record (Form GW-1)
listing this permit number and the appropriate monitoring well identification number shall be
completed for each well constructed.
Condition I.6. - Prior to the expansion of the facility above the currently permitted 175.000
GPD. the Permittee shall provide a new Soil Evaluation and Hydrogeologic Report shall be
provided to deterrrrine the total disposal capacity of the facility.
/ Condition 1.7. - The gauve to monitor waste levels in the hiuYlt-rate infiltration basin shall be
repaired and functional within 60 days of the effective date of this permit.
Condition I.S. - The ir-i.,ation equipment shall be calibrated within 60 days of the effective
date of this permit to comply with Condition 111.9.
Condition 1.9. - Within 60 days of the effective date of this permit. documentation shall be
provided that the public and employees were notified of the use of reclaimed water and that
reclaimed water is not intended for drinking as stated in Condition III.22.
Condition 1.10. - Within one year of the effective date of this permit. all trees. shrubs-' and other
woody ti egctation shall be removed from all earthen dukes and embankments of the 5.5 MG
hiuleh-rate infiltration basin and the 7.431 MG wet weather storagc,'irrigation pond to comply
with Condition I11.17.
Condition 1.11. - Within 180 days of the effective date of this permit. a plan to clean and
remove deposited materials that impede the infiltration process as to comply with Condition
Ill.24. shall be Submitted to the Washin',ton Regional Office.
Conditions 11A. I1.8- and 11.9. - These conditions were previously covered under Old
Condition 11.6., but have been separated into their own conditions.

Mr. Raymond Gottlieb
Au!tiust 4. 2021
Pate 3 of
Condition If. 1 1. - Reclaimed water distribution lines sliall be located at least 5 feet horizontally
from and IS inches below any water line if practicable.
Condition 1I.12. - Reclaimed water distribution lines shall not be less than 50 feet from a well
unless the piping and integrity testing procedures meet water main standards in accordance
with 15A NCAC 18C.
Condition II.13. - Reclaimed eater distribution lines shall meet the separation distances to
sewer lines in accordance with 15A NCAC 02T .0305.
Condition 1I20. - The correct setbacks have been added for each treatment_ storage and
disposal component based on when they were originally permitted or modified.
Condition III.1 S. - Metering equipment shall be tested and calibrated annually.
Condition II1 20. - Continuous online monitoring and recording for turbidity or particle count
and flog' shall be provided prior to storage_ distribution_ or utilization of reclaimed water.
Condition IV.5.f. - Continuous monthly and year-to-date loadings for any non -hydraulic
parameter specifically limited in Attachment B shall be reported. Please note that his permit
doesn't have anx non -hydraulic parameters limited in Attachment B.
Condition IV. Mb. - The date of irrigation and infiltration equipment calibration shall be
maintained in the maintenance log.
Condition IV.11. - Monitoring wells MW-3, MW-4, and MW-5 shall be sampled after
construction_ and within three months prior to initiating reclaimed water utilization operations.
Condition IV.13. - For initial sampling of monitoring wells MW-3_ MW-4. and MW-5.
Compliance Monitoring Form (GW-59) and a Well Construction Record Form (GW-1) listing
this pen -nit number and the appropriate monitorin4,7 well identification number shall be
submitted.
Condition VI.10. - This permit shall not be renewed if the Perrnittee or any affiliation has not
paid the required annual fee.

Mr. Ra_Vnlond Gottlieb
August 4. 2021
Pa,c 4 of 4
If any parts.. requirements. or limitations contained in this permit are unacceptable. the Permitter
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall 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 Hearin,—,s at 6714 Mail Senice
Center. Raleigh. NC 27699-6714. Otherwise, this permit shall be final and bindin;.
If you need additional information concerning this permit_ please contact Erick Saunders at (919)
707-3659 or erickson.saunders(a ncdenr.Lov.
Sincerely_
-
-r- S. Daniel Smith_ Director
Division of Water Resources
CC! Currituck County Health Department (Electronic Copy)
Washington Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Laserfiche File (Electronic Copy)
Digital Permit Archi« (Electronic Copy)

NORTH CAROLINA
ENVIRONMENTAL MANAGE,NIENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
RALEIGH
RECLAIMED WATER GENERATION, DEDICATED RECLAIMED WATER UTILIZATION,
AND HIGH -RATE INFILTRATION. SYSTEM PERMIT
In accordance Nvith the provisions of Article 2 I of Chapter 143. General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Sandler Utilities at Mill Run, L.L.C.
Currituck County
FOR THE
operation of a 175,000 gallon per day (GPD) reclaimed water generation. dedicated reclaimed water
utilization. and high-ratc infiltration facility consisting of the:
continued operation of a reclaimed water generation system consisting of. an 89.782 gallon low
equalization basin with two 243 gallon per minute (GPM) pumps and sen-ed by a 310 cubic feet per minute
(CF1NI) blower: a manual bar screen; a flow splitter box: two 225.000 gallon aeration basins (consisting of
a 50,000 gallon section and a 175.000 gallon section): a 148.250 gallon clarifier: a 28.220 gallon clarifier:
a 37.000 gallon aerated sludge holding tank sen-ed by two 1.000 CFM blowers: a 15 cell travelling bridge
filter with a total area of 135 square feet (ft'): an ultraviolet (UV) disinfection unit: a 30,080 gallon effluent
dosing tank with two 608 GPM pumps and high-water alarms; approximately 450 linear feet (LF) of 10-
inch force main; a stand-by generator with automatic transfer switch-, a lurbidimeter; a flow meter -land all
associated piping. valves. controls_ and appurtenances; the
continued operation of a high -rate infiltration system consisting of: a 5.5 million gallon (MG) high -rate
infiltration basin (in lieu of a 5-day upset pond): and all associated piping. salves. controls and
appurtenances: the
continued operation of a dedicated reclaimed water utilization system consisting of. a 7.431 MG wet
weather storage/irrigation pond: approximately 1 12.25 acres of irrigation area with a maximum capacity of
262.625 GPD of disposal capacity); and all associated piping. valves. controls and appurtenances. the
construction only of the wastewater treatment plant expansion to its original permitted capacity of 350.000
GPD and consisting of: the addition of an aeration blower �,ith 2.000 CFM capacity: addition of a 213 ft'
tertiary traveling brid�zc tiller, additional UV disinfection facilities: expansion of the wet weather
storage -'irrigation pond to 10.5 NIG: expansion of the non-c011junctive reclaimed water utilization facilities
to provide a disposal capacity of 321.000 GPD as permitted on May 14. 2004; and all associated piping_
valves. controls and appurtenances
to serve the Eagle Creek WkA\ TP_ with no discharge of wastes to surface waters. pursuant to the application
received September 30. 2020_ subsequent additional information received August 4. 2021_ and in
confonnity with the Division -approved plans and specifications considered a part of this permit.
WQ0014106 Version 5.0 Shell Version 200-101 Paze 1 of 15

This permit shall be effective from the date of issuance through June 30, 2027- shall void Permit No.
WQ0014306 issued October S, 2015_ and shall be subject to the following conditions and limitations:
[. SCHEDULES
Upon completion of construction and prior to operation of the permitted modifications, the Permittee
shall submit an engineerinty certification from a North Carolina licensed Professional Engineer
certifying that the permitted modifications have been constructed in accordance with G.S. 143-215.1.
Administrative Code Title 15A Subchapter 02U. this pennit, and the Division -approved plans and
specifications. For phased and partially certified facilities_ the Permittee shall retain the responsibility
to track further construction approved under this permit. and shall provide a final engineering
certification upon project completion. Mail the Engineering Cenification to the Division of Water
Resources. Non -Discharge Branch, 1617 Mail Service Center. Raleigh_ NC 27699-1617_ or Non-
Dischargc.RebonsO ncdennaov. [ 15A NCAC 02T .0I 16(a)]
?. The Permittee shall notify the Washington Regional Office. telephone number [phone], at least
two business days in advance of initial operation of the constructed facilities so that the Division can
conduct a startup inspection. [ 15A NCAC 02T .0104(b)(1)(R)
The Washington Regional Office. telephone number [phone], shall approve monitorinY, wells
MW-3, MW-4, and MW-5 prior to installation. and the monitoring wells shall be installed within 90
days of the effective date of this permit. The Washington Regional Office shall be notified at least two
business days in advance of construction of any monitoring well_ The monitoring wells shall be
constructed such that the water level in the well is never above or below the screened portion of the
well, and in accordance with 15A NCAC 02C .0108. The general location and Division -approved name
for each monitoring well is on Figure 1. 1 15A NCAC 02C .0108. 02T .0108(b)(1)(B)]
4. Within 90 days of completing installation of monitoring wells MW-3- MW-4, and MW-5. the Permittee
shall submit two original copies and one digital copy of a site map with a scale no 4greater than 1-inch
equals 100 feet; however. special provisions may be granted upon prior approval for large properties.
The map shall include the following mfonriation:
a. Legend_ north arrow. scale. and legible in black and whitc.
b_ Topographic contour intervals not exceeding 10 feet or 25 percent of total site relief.
c. All habitable residences or places of assembly within 500 feet of the irrigation area.
d. Location of all wells. streams (ephemeral, intermittent. and perennial). springs_ lakes_ ponds.
ditches_ and other surface drainage features within 500 feet of the irrigation area.
e_ Location and identification of each monitoring well (identify guy back ground:'upgradietit cells).
f. Latitude and longitude coordinates of each monitoring wells (decimal degrees to the sixth decimal
degree and in NAD83).
g. Location and identification of major components of the waste disposal system.
h. The perimeter of all irrigation areas with field names (named according to the approved permit)
i. Location and ownership of property boundaries within 500 feet of the irrigation area (including
road/rail right-of-ways and easements).
Latitude and longitude of the established horizontal control monument (decimal degrees to the sixth
decimal degree).
k. Elevation of the top of the well casing (i.e._ measuring point) relative to a common datum.
I. Depth of water below the measurini7 point at the time the measuring point is established.
m. Delineation of the compliance and review boundaries.
n. Distance measurements xcrifving all setbacks are being met.
o. Stormwater drainage controls.
p. 100-year tloodplain.
q. The date the map is prepared and'or revised.
WQ0014306 Version 5.0 Shell Version 200201 Page 2 of I5

Boundaries and physical features not under pureiexv of other licensed professions shall be provided by
a Professional Sun-cyor_ Control monuments shall be installed in such a manner and made of such
materials that the monument will not be destroyed due to activities taking place on the property. The
map and any supporting documentation shall be sent to the Division of Water Resources. Non -
Discharge Branch. 1617 Mail Sen-ice Center. Raleigh. NC 27699-1617. or Non-
Discl7ar;*e.Reports!�i ncdenr.go�-. [ 15A NCAC 02C .0105(f). 02T _0108(b)(1)(B)]
Within 30 days of constriction_ a Well Construction Record (Form GW-1) listing this permit number
and the appropriate monitorin-g well identification number shall be completed for each well constnicted..
and mailed to the Di%'ision of Water Resources. Non -Discharge Branch. 1617 Mail Sen-ice Center.
RalciUh_ NC 27699-1617, or Non -Discharge. Renorts(uncdenr.LoN-. A North Carolina Certified Well
Contractor shall construct the nmonitoring wells accordin, to the North Carolina Well Constriction
Standards (15A NCAC 02C .0113) and local county rules- [15A NCAC 02C .011.3.. 02T
.0108(b)(1)(B)]
Prior to the expansion of the facility above the currently permitted 175,000 GPD, the Penuittee shall
provide a new Sol] Evaluation and Hydrogeologic Report to detennine the total disposal capacity of
the facility. This report is required due to concerns of a high groundwater table at the site which could
affect the performance of the existing �-acuum sewer collection system and prc%ions instances of
ponding on the golf course which affect the playability of the golf Course. These new evaluations will
also aid in documenting whether site characteristics and conditions have changed o�-er the life of the
facility since it was originally permitted. This documentation shall be submitted in a modification
request to support the increase in flow to the wastewater treatment facilities. [ 15A NCAC 02T
-0108(b)(1)(B)1
The gauge to monitor waste le%-els in the 5.5 MG hiuh-rate infiltration basin shall be repaired and
fimetional within 60 days of the effective date of this permit. Caution shall be taken not to damage the
iritegri€y of any liner (if present) when installing a gauge. 115A NCAC 02T .0108(b)(1)(B), 02T
.0705(c)]
8, The irri�Tation equipment shall be calibrated within 60 days of the effective date of this permit to comply
«with Condition II1.8. Documentation that this has been completed shall be submitted to the to the
Dig ision of Water Resources, Non -Discharge Branch, 1617 Mail Sen-ice Center. Raleigh, NC 27699-
1617. or Non-Discharge.Rei)orts a mmcdenr.go�-. [ 15A NCAC 02T .0108(b)(1)(B), 02U .0801(d)]
Within 60 days of the effecti� e date of this permit. documentation shall be provided that the public and
employees were notified of the use of reclaimed water and that reclaimed water is not intended for
drinking as stated in Condition 1II.22. Documentation that this has been completed shall be submitted
to the to the Division of Water Resources, Non -Discharge Branch_ 1617 Mail Service Center. Raleigh.
NC 27699-1617. or Non-DisclmarLc.Rermorts(ii ncdenr.go� . [ 15A NCAC 02T .0108(b)(1)(B). 02U
.0501(a)(2)] -
10. Within one year of the cffectiN-e date of this permit. all trees, shnfbs. and other woody �-eg>etation shall
be rernox ed from all earthen dikes and embankments of the 5.5 MG Ill gh-rate infiltration basin and the
7.431 MG k et -weather s.torage`irrigation pond to comply with Condition III.17, The Washington
Regional Office shall be notified upon completion of these repairs. 1 15A NCAC .108(b)(1)(B), 02T
.0707(g). 02U .0801(g)j
1 1. Within 180 days of the effective date of this permit. a plan to clean and renmo%- e deposited materials that
impede the infiltration process as to comply with Condition I11.24. shall be submitted to the 'Vashingston
Regional Office. [ 15A NCAC .108(b)( I )(B). 02T .0707(h)1
12. The Penmiittee shall request renewal of this permit on Division-appro% ed forms no later than January 1.
2027. [ 15A NCAC 02T .0105(b). 02T .01091
%VQ0014,06 Version 5.0 Shell Version 200201 Pa<,e ; or l�

H. PERFORMANCE STANDARDS
The Pennittee shall maintain and operate the subject non -discharge facilities so there is no discharge to
Surface waters, nor any contravention of groundwater or surface water standards. In the event the
facilities fail to perform satisfactorily. including the creation of nuisance conditions due to improper
operation and maintenance. the Pennittee shall take immediate corrective actions_ including Division
required actions_ such as the construction of additional or replacement reclaimed water generation_
reclaimed water utilization, and high -rate infiltration facilities. [15A NCAC 02T .0108(b)(1)(A)1
2, This permit shall not relieve the Permince of their responsibility for damages to groundwater or surface
water resulting from the operation of this facility. [ 15A NCAC 02T .0I 04(b)(1)(A)1
3. Groundwater monitoring wells shall be constructed in accordance with I5A NCAC 02C .0108
(Standards of Construction for Wells Other than Water Supply). and any other jurisdictional laws and
regulations pertaining to well construction. 1 I5A NCAC 02C .0108]
4. Effluent limitations shall not exceed those specified in Attachment A. [15A NCAC 02T
_0108(b)(1)(A). 02U .0301]
5. Application rates shall not exceed those specified in Attachment B. [ 15A NCAC 02T .0108(b)(1)(A),
02U .0401(g)]
h_ All reclaimed water valves. storage facilities. and outlets shall be tauucd or labeled to warn the public
or employees that the .eater is not intended for drinking. 1 15A NCAC 02U .(A03(b)]
7. All reclaimed water piping_ valves. outlets_ and other appurtenances shall be color -coded, taped. or
otherwise marked to identify the source of the water as being. reclaimed water as follows:
a. All reclaimed water piping and appurtenances shall be either colored purple (Pantone 522 or
equivalent) and embossed or integrally stamped or marked "CAUTION: RECLAIMED WATER -
DO NOT DRINK" or be installed with a purple (Pantone 522 or equivalent) identification tape or
polyethylene vinyl wrap. The warning shall be stamped on opposite sides of the pipe and repeated
every three feet or less:
b_ Identification tape shall be at least three inches wide and have white or black lettering on purple
(Pantone 522 or equivalent) field stating "CAUTION: RECLAIMED WATER - DO NOT
DRINK". Identification tape shall be installed on top of reclaimed water pipelines. fastened at least
every 10 feet to each pipe length and run continuously the entire length of the pipe: and
c. Existing underLground distribution systems retrofitted for the purpose of convevinL= reclaimed water
shall be taped or other -wise identified as noted in 11.7.a. and 11.7.b. This identification need not
extend the entire length of the distribution system but shall be incorporated within 10 feet of
crossing any potable water supply line or sanitary sewer line.
[ 15A NCAC 02U .0403(c)1
8. All reclaimed water v aloes and outlets shall be of a type. or secured in a manner. that permits operation
by personnel authorized by the entity that operates the reclaimed water system. 1 15A NCAC 02U
.0403(d)l
9. Hose bibs shall be located in locked. below grade vaults that shall be labeled as being of non -potable
quality. As an alternative to the use of locked Vaults with standard hose bib services. other locking
mechanisms such as hose bibs that can only be operated by a tool may be placed above ground and
labeled as non -potable water. 115A NCAC 02U .0403(e)1
10. There shall be no direct crass -connections between the reclaimed water and potable water systems.
unless such connection has been approved by the Department pursuant to 15A NCAC 1 SC .0406. 1 15A
NCAC 02U .0403(f)I
WQUU 14306 Version S.o Shell Version 200201 Page 4 of 15

1 I . Reclaimed water distribution lines shall be located at least 5 feet horizontally from and 18 inches below
any waterline if practicable. If these separation distances cannot be met, the piping and integrity testing
procedures shall meet water maid standards in accordance with 15A NCAC 18C. [ L5A NCAC 02U
.0403(g), 02U .0403(h)]
12. Reclaimed Neater distribution lines shall not be less thaii 50 feet from a well unless the piping and
integrity testing procedures meet water main standards in accordance with 15A NCAC 18C. but in no
case shall they be less than 25 feet from a private well. [ 15A NCAC 02li .0403(g). 02U _0403(01
13. Reclaimed water distribution lines shall meet the separation distances to sewer lines in accordance with.
ISA NCAC 02T.0305. [15A NCAC 02U _0403(g). 02U .0403(j))
14. Reclaimed water irritation fields permitted prior to September 1. 2006 have compliance and review
boundaries established at the property boundary. Any exceedance of groundwater standards at or
beyond the compliance boundary shall require corrective action. Division -approved relocation of the
compliance boundary shall be noted in Attachment B. Multiple contiguous properties under common
ownership and permitted for use as a disposal system shall be treated as a single property with regard
to determination of a compliance boundary. [15A NCAC 021_ .0106. 02T .0105(h). 02H
.0219(k)(1)(C)(i)(1II), G.S. 143-215.1(i)_G.S. 143-215.1(k)]
15. Hi'ah-rate infiltration sites. permitted on or after December 30. 1983 have a compliance boundary that
is either 250 feat from the infiltration area, or 50 feet within the property boundary, whichever is closest
to the infiltration area. Any exceedance of groundwater standards at or beyond the compliance
boundary sball require corrective action. Division -approved relocation of the compliance boundary
shall be noted in Attachment B. Multiple contiguous properties under common ownership and
permitted for use as a disposal system shall be treated as a single property with regard to determination
of a compliance boundary. [15A NCAC 02L .0106(d)(2)m 02L .0107(b). 02T .0105(h)_ G.S. 143-
215.1(i)_ G.S. 143-215.1(k)]
16. The review boundary for the 5.5 MG high -rate infiltration basin is midway between the compliance
boundary and the infiltration area_ Any exceedance of y_>roundwater standards at or beyond the review
boundary shall require preventative action. [ 15A NCAC 02L .0106(d)(1). 02L .0 108 1
17. The Pernintee shall apply for a permit modification to establish a new compliance boundary prior to
any sale or transfer of property affecting, a compliance boundary (i.e., parcel subdk-ision). [15A NCAC
02L .0107(c)l
18. No wells_ excluding Division -approved monitoring wells. shall be eonstnLcted within the compliance
boundary except as provided for in 15A NCAC 02L .0107(g). [ 15A NCAC 02L .0107 j
19. Except as provided for in 15A NCAC 02L .0107(g). the Pennittee shall ensure any landowner who is
not the Permittee and owns land xvithin the compliance boundary shall execute and file with the
Currituck County Register of Deeds an easement running with the land containing the following items:
a. A notice of the permit and number or other description as allowed in 15A NCAC 02L .0107(f)( 1):
b. Prohibits construction and operation of A titer supply N ells within the compliance boundary; and
c_ Reserves the right of the Permittee or the State to enter the property within the compliance boundary
for purposes related to the permit.
The Director may temninate the easement when its purpose has been fulfilled or is no longer needed.
f I5A NCAC 02L .0107(t)�
WQ001 ,06 Version 50 Shell Version 200201 Page ;of I S

20. The facilities herein were permitted per the following setbacks:
a. The reclaimed water irrigation sites were originally pennittcd March 5. 1999. The setbacks for
spray irrigation sites originally permitted or modified from June I. 1996 to August 31. 2006 are as
follows (all distances in feet). -
I. Surface waters classified SA: 100
ii. Surface waters not classified SA: 25
iii. Each water supply well: 100
iv. Each non -potable well: 10
v. Each swimming pool: 25
[ 15A NCAC 02H .0219(k)(1)(C)(1)]
b. The infiltration sites were originally permitted March 5. 1999. The setbacks for infiltration sites
originally permitted or modified from February 1. 1993 to September 1. 2006 are as follows (all
distances in feet):
i. Each private or public water supply source:
100
ii. Surface waters:
200
iii. Groundwater log;-erii ,ditches:
200
iv. Surface water diversions (upslope):
200
v. Surface water diversions (downslope):
200
vi. Each well with exception of monitoring wells:
]00
vii. Each property line:
50
viii.Top of slope of embankments or cuts of two feet or more in vertical height:
100
ix. Each water line:
10
x. Each swimminv pool:
100
Xi. Public right of way:
50
xii. Nitrification field:
20
xiii.Each building foundation or basement:
15
xis-. Each impounded public surface water supply:
500
xv. Each public shallow ground water supply (less than 50 feet deep):
500
Setbacks to property lines are not applicable when the Pcrmittec.. or the entity from
which the
Permittee is leasing, owns both parcels separated by the property line.
15A NCAC 02H .0404(g), 02H .0219(j)(5)I
WQ0014 06 Version 5.0 SIMI Version 200201 Pavc 0 oc 15

c. The storage and treatment units were originally pcnnittcd March 5. 1999. The setbacks for storattic
and treatment units originally permitted or modified from June 1. 1996 to ALL ust 31. 2006 are as
follows (all distances in feet):
i. Each habitable residence or place of assembly under separate ownership:
100 1
ii. Each private or public water supply source:
100
iii. Surface waters:
50
iv. Each well with exception of monitoring wells:
100
v. Each property line:
50
vi_ Nitrification field:
20
` Habitable residences or places of assembly under separate ownership constructed after the
facilities herein were originally permitted or subsequently modified are exempt from this
setback.
Setbacks to property lines are not applicable when the Permitter, or the entity from which the
Permittee is leasing_ owns both parcels separated by the property line.
Per setback waivers submitted in accordance with 15A NCAC 02U .070 l(e). reduced setbacks
from the storage and treatment units to any property line are as follows:
fParcel No.
Deed Book / Page
Setback
Easement
0015000084I0000
See attached
0 feet
50 feet
0016000001 A0000
See attached
0 feet
50 feet
1 15A NCAC 02H .0404(g), 02H .0219(j)(5)]
III. OPERATION AND MAINTENANCE REOUIREMENTS
1. The Permittee shall operate and maintain the subject facilities as a non -discharge system. [ 15A NCAC
02T .0700.. 02U .01011
2. The Permittee shall maintain an Operation and Maintenance Plan. which shall include:
a_ A description of the operation of the system in detail to show what operations are necessary for the
system to function and by whom the operations are to be conducted;
b. A description of anticipated maintenance of the system;
c. Provisions for safety measures_ including restriction of access to the site and equipment; and
d. Spill control provisions that include response to upsets and bypasses. including control_
containment_ and remediation_ and contact information for personnel_ emergency responders_ and
regulatory agencies; 4
[ 15A NCAC 02T .0707(a), 02U .080l (a)]
3. Upon the Water Pollution Control System Operators Certification Commissions (WPCSOCC)
classification of the subject non -discharge facilities. the Permitter shall designate and employ a certified
operator in responsible charge (ORC ). and one or more certified operators as back-up ORCs. The ORC
or their back-up shall operate and visit the facilities as required by the WPCSOCC. 1 15A NCAC 02T
.01171
4. An operator certified by the Water Pollution Control System Operators Certification Commission
(`fPCSOCC) of a grade equiValent or greater than the facility classification shall be on call 24 hours
per day. 1 15A NCAC 02U .040I(e)]
% Q0014306 Version �.O Shell Version 200201 Page 7 of l5

5. The Pemnittec shall maintain vegetative corer on the irri_ation sites. such that crop health is optimal.
allo,vs even effluent distribution. and allows inspection of the irrigation system. ]15A NCAC 02U
.0801(b)]
h. The Pennittee shall take measures to prevent effluent ponding in or runoff from the irrigation sites
listed in Attachment B. ] 15A NCAC 02U .0801(c)] 4
7. The Permittee shall not irrigate treated effluent on irrigation sites during inclement weather- or when
the soil is in a condition that will cause ponding or runoff. ] 15A NCAC 02U .0401(k)]
R. Irrigation and infiltration equipment shall be tested and calibrated once per permit cycle. [ 15A NCAC
02T _0707(d). 02U .0801(d)]
9. Only reclaimed water generated from the Eagle Creek WWTP shall be irrigated or infiltrated on the
sites listed in Attachment B. ] 15A NCAC 02T .0701, 02U .0101 ]
10. The Permittee shall not allow vehicles or heavy machinery on the irrigation or infiltration areas. except
during equipment installation or maintenance activities_ ] 15A NCAC 02T .0707(e)_ 02U .0801(e)]
11. The Pcrnittee shall prohibit public access to the wastewater treatment and storage facilities_ and
infiltration facilities. ] 15A NCAC 02T.0705(p). 02U .0402(c)1
12. Public access to reclaimed water uttilization sites shall be controlled during active site use. Such
controls may include the posting of signs showing the activities being conducted at each site. ] 15A
NCAC 02U .0501(a)(2)]
13. The Pennittee shall dispose or utilize generated residuals in a Division -approved manner. [15A NCAC
02T .0708. 02T .1 100, 02U .0802].
14. The Pernittee shall not dig en or bypass untreated or partially treated reclaimed water from the subject
facilities. ] 15A NCAC 02T .0705(i). 02U .0402(g)]
15. Freeboard in the 5.5 MG high -rate infiltration basin and the 7.431 MG wet weather storage/irrigation
pond shall not be less than two feet at any time. [15A NCAC 02T.0705(c), 02L .0401(h)1
16. Gauges to monitor water levels in the 5.5 MG high -rate infiltration basin and the 7.431 MG wet weather
storageiim!-Yation pond shall be provided. These gauges shall have readily visible permanent markings_
at inch or tenth of a foot increments. indicatinu the folio« inty elevations: maximum liquid level at the
top of the temporary liquid storage volume; minimum liquid level at the bottom of the temporary liquid
storage volume-, and the lowest point on top of the dam. ] I5A NCAC 02T .0707(f). 02U .0801(f)]
17. A protective v cgetativ e corer shall be established and maintained on all berms, pipe rums. erosion
control areas_ surface water diversions, and earthen embankments (i.e.. outside toe of embankment to
maximum allowable temporary storage elevation on the inside of the embankment). Trees. shrubs, and
other woody vegetation shall not be allowed to grow on the earthen dikes or embankments. Earthen
embankments shall be kept mowed or otherwise controlled and accessible. ] 15A NCAC 02T .0707(g),
02U .0801(g)l
18. Metering* equipment shall be tested and calibrated annually. [15A NCAC 02T.0707(d). 02U .0801(d)I
19. An automatically activated standby power source capable of powering, all essential treatment units shall
be on site and operational at all times. If a generator is employed as an alternate power supply. it shall
be tested weekly by interrupting the primary power source. [15A NCAC 02T .0705(k). 02U .0401(d)]
20. Continuous online monitoring and recording for turbidity or particle count and flow shall be provided
prior to storage_ distribution. or utilization of reclaimed water. I 15A NCAC 02U .0401(b)]
WQ0014300 Version i.Q Shell Version 200201 Paul N 0f 15

21. If turbidity exceeds 10 NTUs or if the penuitted pathogen levels cannot be met. all effluent shall be
routed to the 5.5 NIG high -rate infiltration basin until the problems associated Nvith the reclaimed water
veneration system have been corrected. [ 15A NCAC 02U .0402(d)]
22. The Permittee shall provide notification to the public and its employees about the use of reclaimed
water, and that reclaimed water is not intended for drinking. Such notification shall be provided to
employees in a language they can understand. 1 15A NCAC 02U .0501(a)(2)]
23. The Permittee shall develop and implement an education program to inform users and its employees
about the proper use of reclaimed water. Educational material shall be provided to al I residents and/or
other facilities provided with reclaimed water. and these materials shall be maintained consistent with
the reclaimed water uses. All educational materials shall be made available to the Division upon
request. [15A NCAC 02U .0501(a)(4)]
24. The infiltration areas shall be cleaned at least once per permit cycle to remove deposited materials that
may impede the infiltration process. Cleaning records shall be maintained at the facility for fire years,
and shall be made available to the Division upon request. The Washington Regional Office, telephone
number [phone]. shall be notified prior to each cleaning. 115A NCAC 02T .0707(h)]
25. Vegetative growth must be kept out of the 5.5 MG high -rate infiltration basin at all times. All
vegetation must be removed manually so that minimal disturbance will occur to the disposal area. 115A
NCAC 02T .0108(b)(1)(A)]
16. The application of chemicals to the 5.5 NIG high -rate infiltration basin is expressly prohibited. [15A
NCAC 02T .0108(b)(1)(A)]
27. The Pennittee shall be responsible for the operation and maintenance of the 6,000 GPM storrim-ater
pump to allow the movement of groundwater off site from the golf course. Until such tine that
Currituch County has established a drainage .district, the Permittee shall be responsible for maintaining
the canals for positive drainage. 115A NCAC 02T,M08(b)(1)(A)l
IV. MONITORING AND REPORTING REOUIRENMENTS
1, The Permittee shall conduct and report any Division required monitorinL* necessary to evaluate this
facilitv's impact on groundwater and surface water. [ 15A NCAC 02T .0108(c)]
2. A Division -certified laboratory shall conduct all analysts for the required effluent. groundwater. and
surface water parameters. [15A NCAC 02H .08001
3. Flow through the treatment facility shall be continuously monitored, and daily flow values shall be
reported on Forni NDMR. Facilities with a permitted flow less than 10.000 GPD may estimate their
flow from water usage records provided the eater source is metered. [15A NCAC 02T .0105(k), 02T
.0108(c)l
4. The Permittee shall monitor the generated reclaimed water at the frequencies and locations for the
parameters specified in Attachment A. [15A NCAC 02T .0108(c)I
"VQ0014,06 Version 5,0 Shell Version 200201 Pagc 1) of 15

5. The Perrnittee shall maintain records tracking, the amount of reclaimed water irrigated. These records
shall include the following information for each irig,ation site listed in Attachment B:
a. Date of irrivation,
b. Volume of reclaimed water irri�,ated;
c. Site irrigated;
d. Length of time site is irrigated;
e. Continuous weekly. monthly. and year-to-date hydraulic (inches/acre) loadings;
f. Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically
limited in Attachment B,
C*. Weather conditions, and
h. Maintenance of cover crops.
[ 15A NCAC 02T .0108(c)]
The Pennittee shall maintain records tracking the amount of effluent infiltrated. These records shall
include the following information for each infiltration site listed in Attachment B:
a. Date of infiltration;
b. Volume of effluent infiltrated:
e. Site infiltrated;
d. Length of time site is infiltrated:
e. Loading rates to each infiltration site listed in Attachment B: and
f. Feather conditions.
] 15A NCAC 02T .0108(c)]
7. Freeboard (i.e._ water level to the lowest embankment elevation) in the 5.5 MG hi;h-rate infiltration
basin and the 7.431 MG ,vet weather storage/irrigation pond shall be measured to the nearest inch or
tenth of a foot, and recorded weekly. Weekly freeboard records shall be maintained for five years, and
shall be made available to the Division upon request. [15A NCAC 02T .0108('c)]
Three copies of all monitoring data (as specified in Conditions IV.3. and IV.4.) on Fonn NDMR for
each PPI and three copies of all operation and disposal records (as specified in Conditions IV.5. and
IV.7.) on Fonn NDAR-1_ and three copies of all operation and disposal records (as specified in
Conditions IV.6, and JV.7_) on Form NDAR-2 for every site in Attachment B shall be submitted on or
before the last day of the following month. If no activities occurred during the monitoring month.
monitoring reports are still required documenting the absence of the activity. All information shall be
submitted to the following, address:
Division of Water Resources
Information Processing, Unit
1617 Mail Son -ice Center
Raleigh, North Carolina 27699-1617
15A NCAC 02T .0105(I)]
The Pennittee shall maintain a record of all residuals removed from this facility. This record shall be
maintained for fire wars. and shall be made available to the Division upon request. This record shall
include:
a. Name of the residuals hauler:
b. Non -Discharge permit number authorizing* the residuals disposal. or a letter from a municipality
a�,rceing to accept the residuals;
c. Date the residuals were hauled; and
d_ Volume of residuals removed.
15A NCAC 02T .0708(b). 02U .0802(b
WQ0014306 Version 5.0 Shell Version 200201 P,),,e 10 of l5

10. A nmamtcnance log shall be kept at this facility. This log= shall be maintained for fire years. and shall
be made available to the Division upon request. This log shall include:
a. Date of flow measurement device calibration;
b. Date of irrigation and infiltration equipment calibration,
c. Date of turbidimeter calibration,
d. Date and results of power interruption testing on alternate power supply:
C. Visual observations of the plant and plant site, and
f. Record of preventative maintenance (c.g.. clianging of equipment, adiustments, testing. inspections
and cleanings, etc.); and
g. Record of all discharges ofreclaimed water to surface waters or the land surface. including the date
Of occurrence. estimated volume- and corrective action taken.
[ 15A NCAC 02T .0707(i), 02U ,080I (h)]
11. Monitoring wells MW-3_ MW-4, and MW-S shall be sampled after construction, and within three
months of well installation. Monitoring wells MW-3, MW-4, and MTV-5 slfall be sampled thereafter
at the frequencies and for the parameters specified in Attachment C. All limpoin,7_ well construction
forms. well abandonment forms_ and monitoring data shall refer to the hermit number and the well
nomenclature as orovided in Attachment C and Figure 1. 1 15A NCAC 02T.0105(m)]
12. Monitoring wells MW-1 and MW-2 shall be sampled at the frequencies and for the parameters specified
in Attachment C. All maor)ing. well construction forms. well abandonment forms and monitoring data
shall refer to the r)ermit number and the well nomenclature as provided in Attachment C and Figure I.
[ 15A NCAC 02T .0105(m)] -
13, For initial sampling of monitoring wells MW-3. MW-4_ and MW-5, the Pernmittee shall submit a
Compliance Monitoring Form (GW-59) and a Well Construction Record Forni (GW-1) listing this
permmit number and the appropriate monitoring well identification number. Initial Compliance
lvlonitorin,_7 Forms (GW-59) without copies of the Well Construction Record Forms (GW-1) are
deemed incomplete, and may be returned to the PernmittCC without being processed. [ 15A NCAC 021T
.O105(m)]
14. Two copies of the monitoring well sampling and analysis results shall be submitted on a Compliance
Monitoring Forni (GW-59)_ along with attached copies of laboratory analyses, on or before the last
working day of the month following the sampling month. The Compliance Monitoring Forun (GW-59)
shall include this permit number, the appropriate well identification number_ and one GW-59a
certification form shall be submitted with each set of sampling results. All information shall be
submitted to the following address:
Division of Water Resources
Information Processing Unit
1617 Mail Service Center
Raleigh_ North Carolina 27699-1617
( 15A NCAC 02T.0105(m)I
WQ00141O0 Version 5.0 Shell Version 200201 Pauc t 1 or I

I5, Noncompliance Notification: .
The Permittce shall report to the Washington Regional Office, telephone number 252) 946-6481. within
24 hours of first know led{7e of the following:
a. Treatment of wastes abnormal in quantity or characteristic. including the known passage of a
hazardous substance.
b. Any process unit failure (e.g.. mechanical. electrical_ etc.) rendering the facility incapable of
adequate wastewater treatment.
c. Any failure resulting in a discharge untreated or partially treated wastewater to surface waters.
d. Any failure resulting in a discharge of reclaimed water directly to surface waters or any unpermitted
release of reclaimed water to land surface greater than or equal to 5.000 gallons. Unpermitted
releases less than 5,000 gallons to land surface shall be documented by the Permittee in accordance
with Condition IV. 10.-.Vbut do not require Regional Office notification.
e. Any time self -monitoring indicates the facility has gone out of compliance with its permit
limitations.
f. Ponding in or runoff from the irrigation sites.
Emergencies rcgEiiring re
portins outside normal business hours shall call the DiNision's Einnergencx
Response personnel at telephone number [phone], [phone], or [phone]. All
noncompliance notifications shall file a written report to the Washington Regional Office within five
days of first knowledge of the occurrence_ and this report shall outline the actions proposed or taken to
ensure the problem does not recur. 115A NCAC 02T .0108(b)(1)(A)]
N1.INSPECTIONS
1. The Permittee shall perform inspections and maintenance to ensure proper operation of the reclaimed
water veneration. utilization. and filgh-rate infiltration facilities. 1 15A NCAC 02T .0707(i ), 02U
.0901(i)I
2. The Pemiittee shall inspect. the reclaimed water generation. utilization_ and high -rate infiltration
facilities to prevent malfiinctions, facility deterioration, and operator errors that may result in discharges
of wastes to the environment. threats to human health, or public nuisances. The Permittee shall maintain
an inspection log that includes the date and time of inspection. obsen-ations made_ and maintenance.
repairs. or corrective actions taken. The Permitlee shall maintain this inspection log for a period of five
years from the date of the inspection_ and this log shall be made available to the Division upon request.
1 15A NCAC 02T.0707(0. 02T.0707(i). 02U .0801(h).02U .0801(i)]
3. Division authorized representatives may. upon presentation of credentials.. enter and inspect any
property- premises- or place related to the reclaimed water generation, utilization- and high -rate
infiltration facilities permitted herein at any reasonable time for determining compliance with tills
permit. Division authorized representatives may inspect or copy records maintained under the terms
and conditions of this permit. and may collect groundwater_ surface water_ or feachate samples. [G_S.
143-215.3(a)(2)1
\VQ0014106 Version 5.0 Shell Version 200?01 12 of I

VI. GENERAL CONDITIONS
I. Failure to comply with the conditions and limitations contained herein may subject the Permittee to a
Division enforcement action. [G.S. 143-215.6A, 143-215.613, 143-215.6C]
2. This permit is effective only with respect to the nature and Volume of wastes described in the permit
application. and Division -approved plans and specifications. 1G.S. 143-215.1(d)]
3. Unless specifically requested and approved in this permit, there are no variances to administrative codes
or ocneral statutes Uovernine the construction or operation of the facilities permitted herein. [15A
NCAC 02T .0105(n)]
4. The issuance of this permit does not exempt the Pennittee from complying with all statutes. rules,
regulations_ or ordinances that other jurisdictional government agencies (e.,., local. state. and federal)
ruay require. ] 15A NCAC 02T .0105(c)(6)]
5. If the permitted facilities change ownership, or the Permittee changes their name_ the Permittee shall
submit a permit modification request on Division -approved forms. The Pcrrnittee shall comply with
all terms and conditions of this permit until the permit is transferred to the successor-o,vner. IG.S. 143-
215.1(d3)]
6_ The Permittee shall retain a set of Division -approved plans and specifications for the life of the facilities
penmitted herein. [ 15A NCAC 02T .0105(o)]
7. The Permittee shall maintain this permit until the proper closure of all facilities permitted herein, or
until the facilities permitted herein are permitted by another authority. [ 15A NCAC 02T .0105(j)]
8. This permit is subject to revocation or modification upon 60-day notice from the Division Director, in
whole or part for:
a. violation of anv terms or conditions of this permit or Administrative Code Title 15A Subchapter
02U;
b. obtaining a permit by misrepresentation or failure to disclose all relevant facts:
c. the Pennittee-s refusal to alloNN authorized Departnient employees upon presentation of credentials:
i. to enter the Permittec's premises where a system is located or where any records are required
to be kept;
ii. to have access to any permit required documents and records;
iii. to inspect any monitoring equipment or method as required in this permit; or
iv. to sample any pollutants;
d. the Pennittee-s failure to pay the annual fee for administering and compliance monitoring: or
e. a Division determination that the conditions of this permit are in conflict with North Carolina
Administrative Code or General Statutes.
I SA NCAC 02T .0110]
""Q0014i06 Version 5.O Shell Version 200201 par_,c I,, of I

9. Unless the Division Director ;rants a variance- expansion of the facilities permitted herein shall not
occur if any of the following apply:
a. The Pennittee or any parent, subsidiary. or other affiliate of the Pennittee has been convicted of
environmental crimes under G.S. 143-215.6B. or under Federal law that would otherwise be
prosecuted under G.S. 143-215.613, and all appeals of this conviction have been abandoned or
exhausted.
b. The Permittec or any parent, subsidiary. or other affiliate of the Permittee has previously abandoned
a wastewater treatment facility without properly closing the facility.
c. The Pennittee or any parent. subsidiary. or other affiliate of the Permittee has not paid a civil
penalty, and all appeals of this penalty have been abandoned or exhausted.
d. The Permittec or any parent. subsidiary. or other affiliate of the Permittee is currently not compliant
with any compliance schedule in a permit, settlement agreement, or order.
e. The Permittee or any parent, subsidiary. or other affiliate of the Permittee has not paid an annual
fee.
15A NCAC 02T .0120(b)_ 02T .0I 20(d)]
10. This permit shall not be renewed if the Permitice or any affiliation has not paid the required annual fee.
[ 15A NCAC 02T .0120(c)]
Pemiit issued this the 4"' day of Aut>ust 2021
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
S. Daniel Smith. Director i.
f Division of Water Resources l
By Authority of the Environmental Management Commission
Permit Number WQ0014306
«'Qt10143U6 Version 5.0 Shell Version 200201 Pa-e 14 of 15

Permit No. WQOO 14106
Sandler Utilities at Mill Run. L.L.C.
Eagle Creek WWTP
❑ Partial ❑ Final
Reclaimed Water Generation. Dedicated Utilization, and High -Rate
Infiltration System
Au«ust 4. 2021
Cum -tuck County
ENGINEERING CERTIFICATION
1. . as a duly licensed North Carolina Professional
Engineer, having ❑ periodically / ❑ fully observed the construction of the permitted facilities, do hereby
state to the best of my abilities that the facility was constructed in compliance with G.S. 143-215.1,
Administrative Code Title 15A Subchapter 02U. this permit, and the Division -approved plans and
specifications.
Documentation of any variation to this permit, and the Division -approved plans and specifications, is in the
attached as -built drawings,
Description of variations!
Professional Engineers Name
Firm Name I Firm No
Address
f - �
City state Zip Code
Telephone Email Seal, Signature, and Date
THE COMPLETED ENGINEERING CERTIFICATION, INCLUDING ALL SUPPORTING
DOCLINIENTATION, SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
NON -DISCHARGE BRANCH
By U.S. Postal Service By Courier'SDMal Delivery
1617 MAIL SERVICE CENTER 512 N. SALISBURY ST.
RALEIGH. NORTH CAROLINA 27699-1617 RALEIGH. NORTH CAROLINA 27604
"'QOO I4 -,06 Version 5.0 Shell Version 200201 Pa,-,e I � of l �

THIS PAGE BLANK

ATTACHMENT A— LIMITATIONS AND MONITORING REQUIREMENTS
PPI 001 — Reclaimed Water GeneratiotI System Effluent'
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
Permit Number: WQ0014306 Version: 5.0
MONITORING REQUIREMENTS
PCS
Parameter Description
Units of
Monthly
MonthlyMensurentent
Doih Minimum Daily Maximum
Sample
Curie
Nlcasurr
Alrrat;c
Gc•orncu•ic Nlcan — — — Frequency
T)pc
(111i10
1301). 5-Day (20 C)
mil.
10
— _ 15 2xMonth
conllxsitc
011690
Carbon, I owl (.)1'ganic (IOC.)
mg/l.
3 x Year "
C olllposite
00940
Chloride (as CI)
Ing/L
— — —
3 .r' Year
composite
3161(i
C'olilmm, l ecal NII�, M-I-C Iirolh, 44.5 "C
# ] D!} nil,
14 �5 ? x �[Onlh
Glab
50050
PION', in Conduit Or thru'I I-eat111Cn1 Plant
( iPU
175,000
Glntinuous
Recorder
00610
Nitrogen, Anllnunia 7O1al la, N)
Ilig"I.
4
6 2 x Month
- -
composite
00625
Nitrogen, (C.je1d1kII ,'I Okal (as N)
Ill u'I.
2 x Month
- -
CompOSilc
(10620
Nitrogen, Nitrate'fotal {as N)
nlu!I,
2 x Month
Composite
00600
Nilrogen, Total (its N)
Ing- I,
2 x Month
Composite
00400
Ill I
ski
— -_ 5 x Week
Grab
00665
P110sj)[101 LS, 'I0LI1 (OS I')
nl 1.
2 x Month
composite
70300
Solids, T01al Dissolvcd - 180 "C
mull.
- — - 3 x Year 2
Composite
00D(I
Solids, -I Olal Suspended
111glI.
5
- Ill 2 x Month
Composite
0006
Turbidity, I ICI l 'I'urhidinteter
N'11
- 10 CO)IIintlons
Rccorder
I. RCpurled data for 1'1'1 001 and 11111 002 may be obtained blink like 5lnle slll►ipiinL lllclltioll
prior to 11mv diwision to the recl:llnled water',Vllenl or the In"11-Pate lllldll-allon
system.
2. 3 x Year sampling Shall be conduclLd it; \larch, J1IIV
and November.
WQOO W06 Version 5.0 Attachment A Pa-c I of 2

ATTACHMENT A — LIMITATIONS AND MONITORING REQUIREMENTS
PPI 002 — Effluent to the High -Rate Infiltration Basin'
EFFLUENT CHARACTERISTICS
EFFLUENT LIr'.IITS
Permit Number: WQ0014306 Version: 5.0
MONITORING REQUIREMENTS
PCS
Parameter Description
knits of
Mitinthly
Nionthh' k1casurelnent
Daily Nlhliululn Daih A9aximwn
Sample
Culls
A�Ieasure
Arcrat;e
Geometric119c1w Frcllucuc)
Type
00310
1101), 5-1),Iv 120 "(2)
mg/I,
15
Monthly
Cutuposite
00080
C arboll. Tol:ll OI-ganic (10c)
Ind"1.
3 x Year =
Composite
011940
Chltride (.Is Cl)
In d.
3 x Year
Composite
31f 16
Culil'(wni, P,2ca1 MY, M-I'C' Broth, 44.5 "C'
9/1001111.
200 Nhinill1v
Gab
511411U
Now, ill Conduit of illni lrcatlllent 111i1111
GPD
90,000
Continuous
Reconlel-
0061 a
Nitrogen, Anunonia "I oral (as N)
11117/1,
4
Multiply
Composite
00625
Nitrogen, K.icldalil, "Colal (as N)
tug'L
Monthly
Gmiposite
O0020
Nilrueen, Nitr'a1C 'Tolal (as N)
Mlnithly
Composite
00600
Nilrogen,'folal (as N)
nlg/l.
N4onlhly
Conipi-Y,ile
00400
pl I
,u
— — — 5 x Week
Grab
00665
Pho,phurn,. Cutal (11, Y)
111,01.
Munllily
composite
70300
Solicl.s,T(thil Uis.solwd— 180"C'
111"il,
_ 3 xYear=
Composite
005.10
SoliLk'lolal SlIspel1chal
30
Mondily
cotliposite
I . Reported Gala for 1,11 001 and PPI 002 Iliav be oblalllc-d IMin the saille
sampling kwalion
pi-ior to flow diversion to the reclaimed n•alel' systeiiL or the high-1-ate iallhratlon 'wslenl.
2. 3 x Ycat•,umpling slulll be colid11CICLl Ill MilrCh, ,1111y,
anll Novulliber,
WQOO14300 Version 5.0 Atinchnlent A P,t(-e 2 of?

ATTACHMENT B — .APPROVED DEDICATED LAND APPLICATION SITES Permit Number: WQ0014306 Version: 5.0
Sandler Utilities at Mill Rim, L.L.C, — Eagle Creck WWTP
IRRIGATION AREA INFOWMATION
APPLICATION LIMITATIONS
Field
O1►ner Count'' Latitude Longitude
Net
Dominant
Parameter
Hourly Vearly
Units
Acreage
Soil Series
Rate M1'lax
DrivlllL
I'aa wil I)CVC1upluellls, 1.LC C urritllck 36.4925 33°-76.160456
12.t1t1
Cale Fear Loam
012Y4 — Non-Disch',irgc Application Rate
0.1 3 L2
inches
Rallge
Fairwiry,
I'aasch Developments, 1,1.c Curdluck 36.493915°-76,169479'
65.(X1
Cltpc Fear Loam
01284 — Non -Discharge Application Rate
0.1 31.2
inches
(ireens
Paasch IkVeloplllcllls, 1.1.c Call'rllkick 36,491936° -76 i M941 °
21.Nl
Cape hear Loam
01294 — Non-Disclun'ge A1pheatioa hale
G. 1 31.2
illclles
"Pecs
Ilausch Developments, LI.0 Clll't'iltick 36.493959°-76.167550°
14.25
Cape Year hxmi
01284 — Non -Discharge Application hale
0.1 31.2
inches
Totals
112.25
1. Itri"atiun
nl'l'CClafnlCd Water unto the uoh,cour,c Sites has been grallled in 111C ulility clhcluent recorded
in IhC C'urrituck
County Regisler of Deeds (1)13: 1640 ! PGS: 776-809) and
assigned to
Smullcr
11(ilities al Mill Rua, 11C ill the ossiglullent aerceule 11 WCOF&I.1 ill Ilse Culriluck County
RCgister (11' Deals (DB: 1642 i 11GS: 54-75).
INFILTRATION AREA INFORMATION
APPLICATION LIMITATIONS
Field
Owner Count' Latitude Longitude
Net
Dominant
Parameter
Hourly Rate
Units
Acreal;e
Soil Series
Yeal'I.N' Max
I
SMILllcr (!I1litICs al Mill Mill, Cllrrilllck 36.499906°-76.1689 37°
4,00
012K4 —Non-Discharge A1pliCati011 Rale
90,000
(loll)
I..I..C.
WQ0014306 Version 5.0 Attachment B Pagc 1 of 1

Z
Q
0'a
w
Q
0.
E-�

ATTACHMENT C— GROUNDWATER MONITORING AND LIMITATIONS Permit Numlter: WQ0014306 Version: 5.0
Monitoring Wells: MW-I, MW-2, MW-3, MW-4, and NIW-5
GROUNDWATER CHARACTERISTICS GROUNDWATER STANDARDS MONITORING REQUIREMENTS
PCs Code Parameter Description Daily Jk9axintuln Frequency Measurement Sample Type Footnotes
00690 carhop. Tut Organic (TOC) mgrl. 3 x Year (irate 1,4
00140 Chloride (as C•1) 250 mu,/L 3 s Year Grah 1
3161( C'lrliti}rm, hccal Ivl1', N[ I C' 13ruth, 445 "C #/1t91 ntl. 3 x Year Grub 1
00610 Nitrogen, ALmtlOnia'Ioull (as N) 1.5 111-4. 3 x Year
Grah l
00620 Nilrn,en, Nilritt '1'ul tl (as N) I (I Sluff, ; s Year Grub l
nudltn pH 6.5-8•5 sn 3 x Year Grab 1,2
II0665 Plulsphnrus, "Total (aS P) mg/l, 3 x Year Grab 1
7030H1 tiulids,'I'ulul Dissolved- 180"C 500 mg/l. 3 x Year (irate I
525,16 Water level, Distance from measuring point Icei 3 x Year Calculatetl I, 2, 3
1. 3 x Yule nlOniloring shall be conducted) in March, July, ,Ind November; Annual nlOniloriug Shall be conducted in November.
2. The ntea,urenlenl 01' wa(er 1cVCl, seethe be Linde l)1'ior to purging the wells. The depth to hater it) each wc11 .,hall he measured from the surveyed point on the top ui' the casing. 'I he Illeaht LN I IM 11 Of
pl I shall he made ulcer purging and pricer to sampling lnr file rtnmining parautctels.
3. The measuring points (top ol,well casing) ofal I monitoring welts shall he SUI•veved to provide the relative elevationof the measuring point I' reach nualiloring well. The measuring pointy (lop ol-
eu-sing) of all I11UIlilorlll" welh Shall he Surveyed letalive lu 11 cunlnlull daltt111.
-l. 11"] OC' concenualions greater than 10lnwfl. are defected in all downgraclienl nldmitoring well, ad(lilional Samy)ling mad analYSiS Shall 11e conducted to idlentify the individual consti([tell ,' alttlprising
this TOC concent'ation. N' file TOC Concentration as m ensured in the bnckground Monitor well exceeds 10 nqu'/L. this concentration Will be taken fo represent the naturally occurring TOC
concenlrlllion. Any exceediutcey ol'thiS natlually Occurring TOC concentrmlion in the downgradienl wells shall be subiect lu the additional satupling:uldl analysis as described above.
5. Monitoring wells shall he repolled consistent Willi the nonlenclalure and location inlimlintion plxlvidcd in Figure t and INS uttactunent.
WQ0014306 Version 5.0 Atlachmenl C Page I Of I

. 6 ti`. t LF '� :Y N• L �Yi .Y,u � T :ram i'.�! ��' Y 1 L � Y 15 .� �� f fA
�� •� Y, ( _._ �C�3 � r yy' ' '? rl lr� ."F]t�i w
.'l_j{fjik ` ::.i t -1 s':n�er�'eisrv'S�t4 i - '>•`+F'Is '.:'.:
�#
� 1� t v 'f I --� rd-- r 4Yrt � f wat, -; p-,y� 1� •� r_
I � �
.,•il
.u4 a.., s;"€- '`�% 4 �. -.4� -i_s it ilr 3:-',c I a»• �{ r 'r � Anur
Effluent SttT-'a
:� n -� ..Y �.i ��� -mf��, ks>.a'.w+ee>,rt;.f - w.i '•^1st �y '. x ': ;,:� -
� 3 . �a° • "x".. •ca.�l ��i-�a1ii` - -L� - ,� au�dw �` ' - �y-�M•?�ran;>.1� t*y _+� �� � -
--a •#..,..+� �, '!e ���lf�91 _ {._� - '
W02TT�" t .wa li«` �Ni Fy'w �? a �o,`,� #`caa <w; };►4�` 1
a _ i
° t° J' 3+- - ,vr�'Si'"S _ • v+ s y4, t' wuax] �..�.-'�n 'z-.natgy a 'o:
Y A
,`� 1,5" f iG� K � '!.• t ���L. ti� y '1 S. yY kR!'. 1 is � 4�Ir.�-# t
t 1"�
�,�a,•
Wastew
�,,,�"'L_'">. y:'a➢�--,r�>=-. '�s.M` f.J-"'r's''T4 �•� :-;} __ ,+w ;vewrt'�w- 3 . •sy� /.' `ewt' ..,
;-�c■! `._L ii-'w th�.c+ir�?y_.ay i.r-,�ww�`�i}R'Yw. .i t. aae%: c `ryu '� "°,. .c:,�r.� l:r
-�'�-. " }�. `._ �rl- �i ;��,aw'n°�gp,• 1,-��^,K, �w � ..,�, ater Treatrrieyrit ',PIa�r�t
�
,tad-�Ay i -ti-::�"� „� „�.t� 4> , �T � c -" }a>.. - ra as ', � -r �..^5-,.�-S` �' � 4 �e`.�- - :}:' A•k�:,:�
- `!r s S 5;_ •-tea° -z� -}�
�..a «,ems
r
- q r
� 1 r •. rr+ ♦ w .. � C�� �t
pfnfiltration Basrn5
V Y
4 h
7; MW-1
1 f z „ Y _
,.
iz1.�"+•
I �'-R - .due:,-.'_C -
1111sY 4..... L:,`-. ....
.,1� rfJVg I jJ� 4• y

State of North Carolina
Department of Environtriental Qualit-y
Division of Water Resources
VON -DISCHARGE WASTEWATER SYSTEM WAIVER
AGREE11F NT TO N1 AIVE SETBACKS AS RFQIIRED 13Y
15A NCAC UZT .4506(a ), .1I5d6(b), .t)6(f6f a 1. AN 1) .b7t)6(a 1
1. R__ay l Gottlieb _ aprinte�! narne�. certih tiro I alil a deededuuncr gar :[n
authori zed .3 ,enr of the propert\ €[Mated :a:
Addreti<: 285 Green View Road _...--------_._ Parcel \C>.: 8030-19-9824
tit} Mock. -----.-._... State: NC AP ('0de: 2795$ -. COMM :.. Currii:u_Qk._
I tn-[henil 0re. 1 eerti[N that I a111 31.11`110riZed 10 Make dcci.ioll, thi> propert%. Lind that I do hvrehx
'wree that the mh.ick di1,tanceti :ited helo%5 he granted it) the Applicant Permiti,2e lt-�ted on the tollkminL,
Ita_c:.
I understand the setback requirements set forth in 15A NCAC 02T. For the parcel identified also., e.
consent to the follmi in- reduced setbacks:
❑ liaste%ratcr Irri<<ation/Infiltration Setback to Pronert% Lines
The required setback of fret is reduced to feet, therein allowing isasteitiatcr effluent
irrigation or infiltration no closer than feet from m-, prupet-tN line.
❑ llastei+ater Irri2ation/In]511ration Setback to Places of AssembIN
The required setback of feet is reduce(] to feet, thereb% allo+ling wasteisater effluent
irrigation or infiltration no closer than feet From niv residencets) or place(s) of assembly.
Niasteicater Treatment and Storaae Cnit Setback to Prooerts Lines
The required setback of 50 feet is re(fuced 10 9 feet, thereb- allowing the construction of
wllstewater treatment and storage units no closer than o feet from m-, property lint.
❑ «astewater Treatment and Stora�=e Unit Setback to Places of,Assembl,
The required setback of feet is reduced to feet, thereby allowing the construction of
�%astc►iater treatmenPiid stor ,e units no closer than feet from m-, residence or place of
assembl%. X/' r _ -
/_= --
I)ate:l��I�iL
Sandler Utilities at `till Run, LLC by Raymond Gottlieb, tManager
I i)IZ\I \i)il ti11 i �- a 1'ci«r i

apniicanl P} rmitice: Sandler Utilities at Mill Ruts, LLC
Addre., : 448 Viking Drive, Suite 220
city: Virginia Beach
P-rmit Rio.: WQ0014306
Parcel \<,.: 8036-19-6672
`;fate: VA /ip C'cade: 23452 ummtl : NIA
(TYMNI(>NWEALTH OF VIRGINIA. CiT OF t IRGANIA IiFA[H
a
1. a tiot:rrr Public for City of Virginia t3c.ich. Virginia, du hereby
certiN that personall% appeared before me this dati sncl
:lckno%%iedFed the due execution of the foregoing instrument. r
Witness m-% hand and of lcial seal, this the DCO dad of t"�IOrc r� �_•
c-
Sf.-1I. Cynthia G. Shank
Notary Public
REG. $ 213972 Sigrruture r�f,Yotarr Public
Commonwealth of Virglnla
My COMMISSION EXPIRES OMBER 31, 2024
- -11Y c•urrruris�Jr+rr expires
Once notarised. this tOrm shall he reek -riled at the Reuister of D cck in the count% 0" Counties in
Ilhlch the Jt:scriheil propci-tic,, are located. X i op% Ol the reC01-bets llailCr shall he "elll ttl the
li614m in, address:
Di% ision ul' Watcr ReSuurce;
Non- D'Ischarue Branch
1617 flail Serf ice Center
Rafeit_=lj. \ .rth (-arolin:l'7F.c)L)-IJ� 17

State of North Carolina
Department of Environmental Quality
Division of Water Resources
NON -DISCHARGE WASTEWATER SYSTEM WAIVER
AGREEMENT TO WAIVE SETBACKS AS REQUIRED BY
15A NCAC 02T .0506(a), .0506(b), .0606(a), .0706(a) AND .1006(a)
1, _Paaseh Development, LLC_(printed name), certify that I am a deeded owner or an authorized
agent of the property located at:
Address: 109 Greenview Rd. Parcel No.: 001600000lAO000
City: Moyock State: NC Zip Code: 27958 County: Currituck
Furthennore, I certify that I am authorized to make decisions regarding this property, and that I do hereby
agree that the setback distances cited below be granted to the Applicant/Permittee listed on the following
page.
I understand the setback requirements set forth in 15A NCAC 02T. For the parcel identified above,
1 consent to the following reduced setbacks:
❑ Wastewater Irrhj�ation/lnfiltration Setback to Prooertr Lines,
The required setback of feet is reduced to feet, thereby allowing wastewater effluent
irrigation or infiltration no closer than feet from my property line.
❑ Wastewater Irri2ationllnfiltration Setback to Places of Assembli,,
The required setback of feet is reduced to feet, thereby allowing wastewater effluent
irrigation or infiltration no closer than feet from my residence(s) or place(s) of assembly.
® Wastewater Treatment and Storage Unit Setback to Prot)ertti Lines
The required setback of 50 feet is reduced to 0 feet, thereby allowing the construction of
wastewater treatment and storage units no closer than o feet from my property line.
❑ Wastewater Treatment and Storage Unit Setback to Places of Assembly.
The required setback of feet is reduced to feet, thereby allowing the construction of
wastewater treatment and storage units no closer than feet from my residence or place of
assembly.
cam:
D2- -
Signature: '
Date: Z z�Z J
FORM: ND W S W 02-19 Page 1 of 2

Applicant/Pertnittee: SaNder at Mill Run, LLC
Address: 287 Greenview Rd
City: . Moyock
Permit No.. WQ001 4306
Parcel No.: 0016000001A0000
State: — NC Zip Code: .27958 — County: Currituck
NORTH CAROLINA, COUNTY
-77
T
a Notary Public f4.S.
or f! County, North Carolina,
, ;
do hereby certify that personally appeared before me this day
and acknowledged the due execution of the foregoing instrument.
Witness my hand and official seal, this the
4- day of
SEAL
34
William Brurnsey. IV 4 Signature of Notary Public
NOTARY pUBUG
CLIrTituck CourktY
North caro�ina My commission expires
my Commission Expires june 25.2025,
Once notarized, this form shall be recorded at the Register of Deeds in the county or counties in
which the described properties are located. A copy of the recorded waiver shall be sent to the
following address:
Division of Water Resources
Non -Discharge Branch
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
FORM: NDWSW 03-17 Page 2 of 2

WASTEWATER TREATMENT CONTRACT
THIS WASTEWATER TREATMENT AGREEMENT ("Agreement") is made this the
N't"" day of April 2021 ("Effective Date"), by and between SANDER UTILITIES AT
MILL RUN, LLC, a North Carolina Limited Liability Company ("Sandler"), and CURRITUCK
WATER & SEWER, LLC, a North Carolina Limited Liability Company ("CWS") (individually
referred to as a "Party" and collectively referred to as the "Parties").
WITNESSETH:
WHEREAS, Sandler presently owns and operates the Eagle Creek Wastewater System in
Currituck County, North Carolina;
WHEREAS, Sandler has obtained approvals for construction, operation and discharge
from the Division of Water Resources ("DWR"), a Division within the North Carolina
Department of Environmental Quality ("DEQ") for the Wastewater System as evidenced by the
4VWTP Permit and the Collection System Permit and Sandler has obtained a Certificate of
Public Convenience ("CPCN") from the North Carolina Utilities Commission ("NCUC");
WHEREAS, CWS is engaged in the business of owning and operating water and
wastewater utility assets and furnishing water and wastewater utility operation and
management services in the State of North Carolina; and
WHEREAS, Sandler desires to sell to CWS, and CWS desires to purchase from Sandler,
the Wastewater System and have entered into an Asset Purchase Agreement for the purchase and
sale of the Wastewater System.
WHEREAS, closing of the transaction requires NCUC and DEQ approvals, and
WHEREAS, said approvals are not likely to occur on or before CWS's need to provide
service to neighboring communities,
Now, therefore, in consideration of the foregoing and the mutual agreements hereinafter
set forth,
A. Sandler Agrees:
1. (Quality and Quantity) To furnish to CWS at the point of delivery hereinafter specified,
during the term of this contract or any renewal or extension thereof, wastewater treatment
meeting applicable purity standards of DEQ in such quantity as may be required by the CWS
not to exceed 3,000,000 gallons per month. Emergency failures due to power failure, flood, fire
and use of water to fight fire, earthquake or other catastrophe shall excuse the Sandler from this
Provision for such reasonable period of time as may be necessary to restore service.
2. (Point,of Delivery and Pressure) That wastewater will be accepted into the equalization basin
located at the Eagle Creek Wastewater Treatment facility located at 287 Green View Rd,
Moyock, North Carolina, 27958.

3. (Right of Access). CWS has requested that Sandler grant to the CWS, for use by the C1V5, the
right to access the Sandler's parcel located at 287 Green View Rd., Nlovock, North Carolina,
27958 (also known as a Tract 3- Treatment Plant 5ite), for the purposes of ingress egress,
installing, constructing, upgrading, operating and maintaining a sewer forcemain in order to
deliver the wastewater to the wastewater treatment faciii h'. Sandler agrees to provide such
access as long as this purchase contract is in force or until the proposes transaction closes,
whichever occurs first.
4. An appropriate official of CWS at all reasonable times shall have access to the plant
B. CWS Agrees:
1. (_Metering Equipment) To furnish, install, operate, and maintain at its own expense at the lift
station, the necessary metering equipment, including a meter house or pit, and required devices
of standard type for properly measuring the quantity of wastewater delivered to Sandler and to
calibrate such metering equipment whenever requested by the Sandler but not more frequently
than once every twelve (12) months. A meter registering not more than five percent (5%) above
or below the test result shall be deemed to be accurate.
2. (Forcemain). To furnish, install, own, operate, and maintain at its own expense a lift station
and forcemain, the necessary equipment to deliver wastewater to the treatment facility at the
point of delivery.
C. It is further mutually agreed between Sandler and CWS as follows:
1. (Term of Contract) That this contract shall extend from the date hereof until the closing of the
transaction or 20 years, whichever occurs first, and, thereafter may be renewed or extended for
such term, or terms, as may be agreed upon by Sandler and CWS.
2. (Delivery of Wastewater) That days prior to the estimated date of completion of construction
of CWS's wastewater force main, CWS will notify Sandler in writing the date for the initial
delivery of wastewater.
3. (Failure to Deliver) That Sandler will, at all times, operate and maintain its system in an
efficient manner and will take such action as may be necessary to Furnish CWS with quantities
of wastewater treatment required by CWS. Temporary or partial failures to wastewater
treatment shall be remedied with all possible dispatch.
4. (Regulatory Agencies) That this contract is subject to such rules, regulations, or laws as may
be applicable to similar agreements in North Carolina, and Sandler and CWS will collaborate in
obtaining such permits, certificates, or the like, as may be required to comply therewith.
5. (Miscellaneous) That the construction of the wastewater force main system by CWS is the sole
responsibility of CWS and may be financed in whole or in part by a loan made or insured by,
and/or a grant from, the United States of America, acting through Rural Development of the

United States Department of Agriculture. If financed by the United States Department of
Agriculture, the provisions here of pertaining to the undertakings of CWS, may require
approval of the State Director of Rural Development.
CWS and Sandler have entered into an agreement for the sale and transfer of the wastewater
system. If that agreement is terminated for any reason, then Sandler shall have the right to
request authority from NCUC the ability to charge CWS for treatment. The request to NCUC
shall be only for those costs associated with treatment and shalt not include cost for collection
and transmission. Further, CWS shall be responsible for the cost of operation and maintenance
of the pump station and forcemain. The point of demarcation shall be the point where the
wastewater exits the forcemain.
6. (Successor to the CWS) That in the event of any occurrence rendering CWS incapable of
performing under this contract, any successor of CWS, whether the result of legal process,
assignment, or otherwise, shall succeed to the rights of CWS hereunder.
In witness whereof, the parties hereto, acting under authority of their respective governing
bod ies, have caused this contract to be duly executed in counterparts, each of which shall
constitute an original.

SANDLER:
SANDLER UTILITIES AT MILL RUN, LLC
By.
Raymond L. Gottlieb
Manager
COMMONWEALTH OF VIRGINTA
CITY OF VIRGINIA BEACH
I, the undersigned, a Notary Public of the City and Comrnonrvealth aforesaid, certify that
Raymond L. Gottlieb, Manager of Sandler Utilities at Mill Run, LLC, whose identity has
been proven by satisfactory evidence, said evidence being: [ have personal knowledge of the
identity of the principal(5) I have seen satisfactory evidence of the principal's identity, by a cur- ent
state or federal identification with the principal's photograph in the form of a credible witness
has stivorn to the identity of the principal; personally came before me this day and acknotiv]edged
that heisa Memberof Sandler Utilities at Mill Run, LLC and thathe, insuch capacities and being
authorized to do so, voluntarily executed the foregoing on behalf of the corporation For the purpose
stated therein and in the capacity indicated.
Witness my hand and official stamp or seal tl-tis if l day of ' t 2021.
Notary Public Signature: eLnk—
/'� r
Print Name: i _ltlI-f' L (_3'• Sk'l vjC
MY Corn mission Expires:
Nofary Registration Number: 0 ) ; ` -73,
A.F LX N0TA THY SF;AL BELOW -VOTE THAT L iyIUST BE FULLY La GIBLET
Cynthia G. Shank
Notary Public
AEG. # 213972
Commonwealth of Virglnfa
MY COMMISSION EXPIRES OCTOBER 31, 2024

CWS:
CURRITUCK WATER & SEWER, LLC
Ke h RZ
Manager
STATE OF NORTH CAROLINA
COUNTY OF CURRITUCK
I, the undersigned, a Notary Public of the County and State aforesaid, certify that Kenneth Raber,
Manager of Currituck Water & Sewer, LLC, whose identity has been proven by satisfactory
evidence, said evidence being: I have personal knowledge of the identity of the principal, I have
seen satisfactory evidence of the principal's identity, by a current state or federal identification
with the principal's photograph in the form of a credible witness has swom to the identity of the
principal; personally came before me this day and acknowledged that he is a Manager of
Currituck Water & Sewer, LLC and that he, in such capacity and being authorized to do so,
voluntarily executed the foregoing on behalf of the corporation for the purpose stated therein
and in the capacity indicated.
Witness my hazed and official tamp or seal this
Notary Public Signature'.
Print Name`
f day of P iLt 2021,
�Z ajo � ---
1v4yCommission Expires: � C-X 101(-11
[AFFIX NOTARY SEAL BELOW -NOTE THAT SEAL MUST BE FULLY LEGIBLEI,
J SALLEE BROOKS
Notary Public, North Carolina
Pasquotank County
My Commission Expires
January 18, 2026

G
7
m
c
�. r f".,......, •, f / x V[I✓ . .r 4n� ' x,M, r-Sl y
� E'u,P:,l'r., 1 w s'Er
INE i H_E
� q—
I
r
TRACT 3 V ,!�� .LI rn`r'�wa'cai.iu. Halo, inc
\
.^ y
r' �` � _ El1Rvk+'�YR CERi rICFik s
ligrig
SA
vi
w
n 1JII��NL CN EeEVV•;,w I.runII1;A IL 'HEYEw p FICEH CrNE ILA110P
S141L ORPH V Nf.4P1111N'4
r.,flPY OF rnPa n�rR 2
IFI
3410
Book F P.u. 396

> la.
y -�y
f REVISIONS I 'SELL
=_ - �'• � - � � ! EAGLE CREEK
E EXEMPT S BDiVISI01;
IFAS-
kn I!C; T AN5 li...M I n -(,iWTI IIR7 rA"r;!:; C�;i�J747k.'flgCTll�gagll� _

APPENDIX A
STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
DOCKET NO. W-1333, SUB 0
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
CURRITUCK WATER AND SEWER, LLC
is granted this
CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY
to provide sewer utility service to
EAGLE CREEK SUBDIVISION. EAGLE CREEK GOLF CLUB AND GRILL.
AND MOYOCK MIDDLE SCHOOL
Currituck County, North Carolina
subject to any orders, rules, regulations,
and conditions now or hereafter lawfully made
by the North Carolina Utilities Commission.
ISSUED BY ORDER OF THE COMMISSION.
This the 13th day of September, 2022.
NORTH CAROLINA UTILITIES COMMISSION
��- C5-1
Erica N. Green, Deputy Clerk

1s1»211►1193PA:3
SCHEDULE OF RATES
for
CURRITUCK WATER AND SEWER. LLC
for providing sewer utility service to
EAGLE CREEK SUBDIVISION, EAGLE CREEK GOLF CLUB AND GRILL,
AND MOYOCK MIDDLE SCHOOL
Currituck County, North Carolina
Monthly Rates for Sewer Utilitv Service:
Residential Service $ 52.60
Eagle Creek Golf Club and Grill $ 364.67
Moyock Middle School $ 884.20
Connection Charge:
Residential, per residence $ 3,000
Commercial, per REU
(360 gpd) $ 3,000
Reconnection Charae:
If wastewater service cut off
by utility for good cause:
Next -Day Restore
Same -Day Restorer
After -Hours Restore
Bills Due:
Bills Past Due:
Billinq Freauencv:
Finance Charges for Late Pavment
NA
$ 35.00
$ 55.00
$ 100.00
On billing date
15 days after billing date
Monthly for service in advance
1 % per month will be applied to
the unpaid balance of all bills
still past due 25 days after
billing date.
Issued in Accordance with Authority Granted by the North Carolina Utilities
Commission in Docket No. W-1333, Sub 0, on this the 13th day of
September, 2022.
1 Same -day restores will be billed at next -day rate if request before 10:00 am (M-F), excluding
holidays. Holidays billed at after-hours rate.