WQ0043463_Application_20220520

Initial Review
Reviewer
Thornburg, Nathaniel D
Is this submittal an application? (Excluding additional
information.)*
Yes No
Permit Number (IR)*
WQ0043463
Applicant/Permittee
Cedar Run Capital, LLC
Applicant/Permittee Address
2405-F Nash Street, Wilson, NC 271896
Is the owner in BIMS? Yes No
Is the facility in BIMS?
Owner Type
Facility Name
County
Fee Category
Is this a complete application?*
Yes No
Signature Authority
Signature Authority Title
Signature Authority Email
Document Type (if non -application)
Email Notifications
Organization
Family Dollar - Currie WWTF
Fender
Does this need review by the hydrogeologist?* Yes No
Regional Office
CO Reviewer
Admin Reviewer
Mc11111111111110n
Fee Amount $810
Complete App Date 05/20/2022
Below list any additional email address that need notification about a new project.
Email Address
Comments to be added to email notfication
......... ......... ......... ..................
Comments for Admin
Comments for RO

Comments for Reviewer
Comments for Applicant

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* Natalie Dell
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*
9143090071
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://edocs.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
Applicant/Permittee*
Cedar Run Capital, LLC
Applicant/Permittee Address*
2405-F Nash Street, Wilson, NC 271896
Facility Name*
Family Dollar - Currie WWTF
Please provide comments/notes on your current submittal below.
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.)
Family Dollar WWTF - Currie Application Submittal.pdf 12.17MB
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 5/18/2022

May 18, 2022
NCDEQ — Division of Water Resources
Water Quality Permitting Section
Non -Discharge Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Family Dollar WWTF - Currie
Dear Reviewer,
,',,UR V F'v()RS
08721-0001
Attached is the submittal package necessary for the Wastewater Irrigation Systems
Application for a Family Dollar Store in Currie, North Carolina to obtain a permit for the
construction and operation of a wastewater treatment system for the disposal of 260
gallons per day. The items requested for permit action consist of the installation of a
Wastewater Treatment and disposal system to service a Family Dollar Store.
The following is an outline of the included components of the Application Package:
• Application Fee: $810.00 check payable to NCDEQ
• Wastewater Irrigation Systems Application Form
• Documentation the Applicant is registered for business with the North Carolina
Secretary of State
• Property Ownership Documentation
• Soil Evaluation, Agronomist Evaluation, and Water Balance
• Engineering Plans & Specifications
• Engineering Calculations
• Operations and Maintenance Plan
• Developer's Operational Agreement Form
If upon receipt and review of this application package, you should have any questions,
comments, or concerns, please do not hesitate to contact me at your earliest convenience.
Otherwise, I look forward to your response and issuance of the requested permit.
R; 010 1 -) ,, I I o i , i s r) i ; v � Respectfully submitted,
� � h f "t � ` `� ' ,1 2 '�, McKIM & CREED, Inc.
Jimmy Holland, PE
ux 7 (:r4 841 2,567
w. wr w. i 7r c k 1 n. r c c d r s i ri

11

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0500 — WASTEWATER IRRIGATION SYSTEMS
Division of Water Resources INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION
Plans, specifications and supporting documents shall be prepared in accordance with 15A NCAC 02 .000 (if necessary), 15A
NCAC 02 .0100, 15A NCAC 02 .0100, 15A NCAC 02 .0700, Division Policies and goo( oractices. 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 Permitting 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
Project Fees.
C. Wastewater Irrigation Systems (FORM: WWIS 06-16) Application (All Application Packages):
® Submit the completed and appropriately executed Wastewater Irrigation Systems (FORM: WWIS 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 12 of the application shall be signed, sealed and dated by a North Carolina
licensed Professional Engineer.
® The Applicant's Certification on Page 12 of the application shall be signed in accordance with 15A NCAC 02T .0106(b}. Per
15A NCAC 02T .0106(ci, 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 System Renewal (FORM: NDSR) application.
D. Property Ownership Documentation (All Application Packages):
➢ Per 15A NCAC 02T .0504(f}, the Applicant shall demonstrate they are the owner of all property containing the wastewater
treatment, storage and irrigation 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.
E Provide all agreements, easements, setback waivers, etc. that have a direct impact on the wastewater treatment, conveyance,
storage and irrigation facilities.
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 1 of 6

E. Soil Evaluation (All Application Packages that include new irrigation sites):
® Per 15A NCAC 02T .0504(b) and the Soil Scientist Evaluation Policy, 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 sites/fields with project name, location, and include a statement that the sites/fields were
recommended for the proposed land application activity.
® Field delineated detailed soils map meeting all of the requirements of the Soil Scientist Evaluation Policy.
® Soil profile descriptions meeting all of the requirements of the Soil Scientist Evaluation Policy.
® Provide all soil boring logs performed at the site.
® 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.
➢ Soil evaluation recommendations shall include at a minimum:
® A brief summary of each map unit and its composition and identification of minor contrasting soils.
® Maximum irrigation precipitation rate (in/hr) for each soil/map unit within the proposed irrigation areas.
® Seasonal irrigation restrictions, if appropriate.
® Identification of areas not suitable for wastewater irrigation.
® 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.
® Recommended annual hydraulic loading rate (in/hr) for each soil/map unit within the proposed irrigation 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 irrigation sites or new crops for existing irrigation sites):
® Per 15A NCAC 021.0504(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 irrigation 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: WWIS 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.0504 (e}, the Hydrogeologic Investigation and Reporting Policy, the Groundwater Modeling Policy and
the Performance and Analvsis of Aquifer Slug Tests and Pumper Tests Policy, 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 irrigation 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 irrigation sites, changes in flow or changes in storage):
® Per 15A NCAC 021.0504(lc} and the Water Balance Calculation Policy, 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 Thomthwaite 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).
➢ 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 wastewater irrigation does not exceed agronomic rates.
® Crop management activities resulting in cessation of irrigation for crop removal.
NOTE — Wastewater Irrigation Systems serving residential facilities shall have a minimum of 14 days of wet weather storage.
1. Engineering Plans (All Application Packages):
® Per 15A NCAC 021,0504 (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 irrigation point.
® The irrigation area with an overlay of the suitable irrigation areas depicted in the Soil Evaluation.
® Each nozzle/emitter and their wetted area influence, and each irrigation zone labeled as it will be operated.
® Locations within the irrigation system of air releases, drains, control valves, highest irrigation nozzle/emitter, etc.
® For automated irrigation 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: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 3 of 6

Specifications (All Application Packages):
® Per 15A NCAC 021.0504(cX2} 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/irrigation 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 .0504(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, irrigation system, etc.
® Flotation calculations for all treatment and storage units constructed partially or entirely below grade.
® A demonstration that the designed maximum precipitation and annual loading rates do not exceed the recommended rates.
❑ 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 021.0504(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 Surveyor, 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 irrigation areas.
® Soil mapping units shown on all irrigation 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 irrigation sites.
® Delineation of the compliance and review boundaries per 15A NCAC 02L .0107 and .0108, and 15A NCAC 02T .0506(c}
if applicable.
® Setbacks as required by 15A NCAC 02T .0506.
® Site property boundaries within 500 feet of all wastewater treatment, storage and irrigation sites.
® All habitable residences or places of public assembly within 500 feet of all treatment, storage and irrigation 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 021.0505(1}, 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: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 4 of 6

N. Operation and Maintenance Plan (All Application Packages):
® Per 15A NCAC 02T .0507, submit an operation and maintenance (O&M) plan encompassing all wastewater treatment, storage
and irrigation systems that shall include at a minimum a description of:
® Operation of the wastewater treatment, storage and irrigation 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 irrigation 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 .0504O and .0505, 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 .0505(o}, a minimum of 30 days of residual storage shall be provided.
NOTE — Per 15A NCAC 02T .0504O, 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:
➢ Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(a)(1) and .0504(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 irrigation 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.
➢ 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.).
➢ 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 irrigation system.
➢ Floodway Regulation Compliance (All Application Packages where any portion of the wastewater treatment, storage and
irrigation system is located within the 100-year floodplain):
❑ Per 15A NCAC 021.0105(cX- , 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: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 5 of 6

P. Additional Documentation (continued):
➢ Operational Agreements (All Application Packages for Home/Property Owners' Associations and Developers of lots to be
sold):
➢ Home/Property Owners' Associations
❑ Per 15A NCAC 021.0115(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.
➢ Developers of lots to be sold
® Per 15A NCAC 02T .0115(b} submit the properly executed Operational Agreement (FORM: DEV).
➢ 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 irrigation 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 021.0504(h), provide a complete Division certified laboratory chemical analysis of the effluent to be
irrigated for the following parameters (For new facilities, an analysis from a similar facility's effluent is acceptable):
❑ Ammonia Nitrogen (NH3-N) ❑ Nitrate Nitrogen (NO3-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 S .
NORTH CAROLINA 2760
FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 6 of 6

State of North Carolina
I. APPLICANT INFORMATION:
1. Applicant's name: Cedar Run Capital, LLC
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State ❑ Municipal ❑ County
3. Signature authority's name: Barnes Boykin per 15A NCAC 021.0106(b) Title:
4. Applicant's mailing address: 2405-F Nash Street
City: Wilson State: NC Zip: 27896-
5. Applicant's contact information:
Phone number: [phone] Email Address: bamesbo kinkyahoo.com
IL FACILITY INFORMATION:
1. Facility name: Family Dollar WWTF - Currie
2. Facility status: Proposed
3. Facility type: Minor (< 10,000 GPD or < 300 disposal acres)
4. Facility's physical address: 2844 Caratoke Highway
City: Currie State: NC Zip: 27929- County: Pender
5. Wastewater Treatment Facility Coordinates (Decimal Degrees): Latitude: 34.44' Longitude:-78.05'
Datum: NAD83 Level of accuracy: Nearest second Method of measurement: Map interpretation by extraction
6. USGS Map Name: Currie Quadrangle North Carolina - Pender County 7.5-Minute Series
III. CONSULTANT INFORMATION:
1. Professional Engineer: James W. Holland License Number: 33716
Firm: McKim & Creed
Mailing address: 8020 Tower Point Drive
City: Charlotte State: NC Zip: 28227-7726
Phone number: [phone] Email Address: JHollandkmckimcreed.com
2. Soil Scientist: Walter D. Giese License Number: 1274
Firm: Applied Resources Management, PC
Mailing address: P.O. Box 882, 257 Transfer Station Road
City: Hampstead State: NC Zip: 28443-
Phone number: [phone] Email Address: wd iese
gmail.com
3. Geologist: Walter D. Giese License Number: 1274
Firm: Applied Resources Management, PC
Mailing address: P.O. Box 882, 257 Transfer Station Road
City: Hampstead State: NC Zip: 28443-
Phone number: [phone] Email Address: wd iese
gmail.com
4. Agronomist: Walter D. Giese Firm: Applied Resources Management, PC
Mailing address: P.O. Box 882, 257 Transfer Station Road
City: Hampstead State: NC Zip: 28443-
Phone number: [phone] Email Address: wd iese
gmail.com
FORM: WWIS 06-16 Page 1 of 12

IV. GENERAL REQUIREMENTS — 15A NCAC 02 .000:
1. Application type: ® New ❑ Major Modification
If a modification, provide the existing permit number: WQ00
2. Application fee: $810 -Standard -Minor Facility -New Permit
3. Does this project utilize public monies or lands? ❑ Yes or ® No
❑ Minor Modification
and most recent issuance date:
If yes, was an Environmental Assessment required under 15A NCAC O1 C? ❑ 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
Submitted
Date
Approved
Permit/Certification
Number
Agency Reviewer
Collection System (Q > 200,000 GPD)
Dam Safety
Erosion & Sedimentation Control Plan
11/19/21
PENDE-2022-022
NCDEQ
Nationwide 12 / Section 404
Pretreatment
Sewer System
Stormwater Management Plan
5/17/22
NCDEQ
Wetlands 401
Other:
5. What is the wastewater type? ® Domestic or Industrial (See 15A NCAC 021.0103(20})
Is there a Pretreatment Program in effect? ❑ Yes or ❑ No
Has a wastewater chemical analysis been submitted? ❑ Yes or ❑ No
6. Wastewater flow: 260 GPD
Limited by: ® Treatment, ❑ Storage, ❑ Field 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 021.0114(f}? ® Yes or ❑ No
Establishment Type
Daily Design Flow a
No. of Units
Flow
Business (see attached)
260 gal/day
1
260 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
260 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: WWIS 06-16 Page 2 of 12

IV. GENERAL REQUIREMENTS — 15A NC'AC 02 .0100 (continued):
8. What is the nearest 100-year flood elevation to the facility? 15 feet mean sea level. Source: FEMA
Are any treatment, storage or irrigation 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'
Gradient
Location
Monitoring
Well 1
Active
34.4440460
-78.0510700
Down Gradient
On Compliance Bounda
Active
-
Select
Select
Select
0-
Select
Select
Select
-
Select
Select
Select
0-
Select
Select
Select
-
Select
Select
Select
0-
Select
Select
Select
0-
Select
Select
Select
0-
Select
Select
Select
0-
Select
Select
a Provide the following latitude and longitude coordinate determination information:
Datum: NAD83 Level of accuracy: Nearest second Method of measurement:
Map interpretation by extraction
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 (FOI : DEV) been submitted?
® Yes, ❑No or ❑N/A
13. If the Applicant is a Home/Property Owners' Association, has an Association Operational Agreement (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. 143-215.6131) ❑ 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: WWIS 06-16 Page 3 of 12

V. WASTEWATER TREATMENT FACILITY DESIGN CRITERIA —.15A NCAC 02 .0505:
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
Estimated Influent Concentration
Designed Effluent Concentration
(monthly average)
Ammonia Nitrogen (NH3-N)
45 mg/L
<15 mg/L
Biochemical Oxygen Demand (BODs)
250 mg/L
<30 mg/L
Fecal Coliforms
<200 colonies per 100 mL
Nitrate Nitrogen (NO3-N)
0 mg/L
<6 mg/L
Nitrite Nitrogen (NO2-N)
0 mg/L
<6 mg/L
Total Kjeldahl Nitrogen
4 mg/L
Total Nitrogen
45 mg/L
3 mg/L
Total Phosphorus
12 mg/L
3 mg/L
Total Suspended Solids (TSS)
250 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:
4. Are multiple pumps provided wherever pumps are used? ® Yes or ❑ No
If no, how does the Applicant intend on complying with 15A NCAC 021.0505(Ic}?
5. Check the appropriate box describing how power reliability will be provided in accordance with 15A NCAC 02T .0505(1):
® Automatically activated standby power supply onsite capable of powering all essential treatment units; or
❑ Approval from the Director that the facility:
➢ Has a private water supply that automatically shuts off during power failures and does not contain elevated water
storage tanks;
➢ Has sufficient storage capacity that no potential for overflow exists; and
➢ 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 .0505(o), how many days of residuals storage are provided? 30
8. How does the Applicant propose to prohibit public access to the wastewater treatment and storage facilities? Restricting
access with 2 strand fence.
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: WWIS 06-16 Page 4 of 12

V. WASTEWATER TREATMENT FACILITY DESIGN CRITERIA — 5A NCAC 02 .0505 (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
Units
Manufacturer or
Material
Dimensions (ft) /
Spacings (in)
Volume
(gallons)
Plan Sheet
Reference
Specification
Reference
Septic Tank
1
Orenco
5.5' x 11.0' x 5.3'
1,000
M100
TS 14-15
Select
Select
Select
Select
b. SECONDARY / TERTIARY TREATMENT (i.e., biological and chemical processes to remove organics and nutrients)
Treatment Unit
No. of
Units
Manufacturer or
Material
Dimensions (ft)
Volume
(gallons)
Plan Sheet
Reference
Specification
Reference
Other
2
Orenco
7.58' x 3.33' x 2.58'
390
M100
TS 20
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
Ultraviolet
2
Orenco
0.96' x 0.79' x 0.54'
3.0
M100
TS 20
Select
➢ 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:
➢ If ultraviolet (UV) light is the proposed method of disinfection, specify the number of banks: 2 number of lamps per
bank: 1 and maximum disinfection capacity: 10 GPM.
d. RESIDUAL TREATMENT
No. of
Manufacturer or
Volume
Plan Sheet
Specification
Treatment Unit
Dimensions (ft)
Units
Material
(gallons)
Reference
Reference
Select
Select
FORM: WWIS 06-16 Page 5 of 12

V. WASTEWATER TREATMENT FACILITY DESIGN CRITERIA — 5A NCAC 02 .0505 (continued):
e. PUMPS
Location
No. of
Pumps
Purpose
Manufacturer /
Type
Capacity
Plan Sheet
Reference
Specification
Reference
GPM
I TDH
Recirculation Tank
2
Effluent Pump
Orenco/Submersible
30
65'
M100
TS 16-19
Pump Tank
1
Effluent Pump
Orenco/Submersible
20
100'
M100
TS 16-19
f. BLOWERS
Location
No. of
No.
Units Served
Manufacturer /
Type
Capacity
(CFM)
Plan Sheet
Reference
Specification
Reference
g. MIXERS
Location
No. of
Mixers
Units Served
Manufacturer /
Type
Power
(h)
Plan Sheet
Reference
Specification
Reference
h. RECORDING DEVICES & RELIABILITY
No. of
Maximum
Plan Sheet
Specification
Device
Location
Manufacturer
Units
Capacity
Reference
Reference
Headworks
Effluent Flow Measuring Device
1
GeoFlow Inc.
30 gpm
D 100
TS 24-26
Assembly
Select
Select
Select
i. EFFLUENT PUMP / FIELD DOSING TANK (IF APPLICABLE):
FORM: WWIS 06-16 Page 6 of 12

Plan Sheet
Reference
Specification
Reference
Internal dimensions (L x W x H or (p x H)
10 ft
5 ft
5.25 ft
M100
TS 26
Total volume
262.5 ft'
1964 gallons
Dosing volume
273 ft'
2040 gallons
Audible & visual alarms
M100
TS 18-19
Equipment to prevent irrigation during rain
events
C102
TS 27
FORM: WWIS 06-16 Page 7 of 12

VI. EARTHEN IMPOUNDMENT DESIGN CRITERIA — 5A NCAC 02 .0505:
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: Longitude: -
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
❑ Synthetic
Top of embankment elevation:
ft
❑ Other
I ❑ 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: WWIS 06-16 Page 8 of 12

VIL IRRIGATION SYSTEM DESIGN CRITERIA — 15A NCAC 02 .0505:
1. Provide the minimum depth to the seasonal high water table within the irrigation area: 2.72
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
irrigation 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? They are to be modified, the pond will be filled to a point 100' from drainage area, all other
structures will be maintained.
Soil Evaluation recommended loading rates (NOTE — This table may be expanded for additional soil series):
Soil Series
Fields within
Soil Series
Recommended
Loading Rate
(in/hr)
Recommended
Loading Rate
(in/ r)
Annual /Seasonal
Loading
If Seasonal, list
appropriate
months
Murville Muck
2
.008
70.8
Annual
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 021.0505(n}?
5. How does the Applicant propose to prohibit public access to the irrigation system? 2-strand fence
6. Has the irrigation system been equipped with a flow meter to accurately determine the volume of effluent applied to each
field as listed in VIL8.? ® Yes or ❑ No
If no, how does the Applicant intend on complying with 15A NCAC 021.0505(t}?
7. Provide the required cover crop information and demonstrate the effluent will be applied at or below agronomic rates:
Cover Crop
TSoil Series
% Slope
Nitrogen Uptake Rate
Phosphorus Uptake
(lbs/ac r)
Rate (lbs/ac r)
Hybrid
Bermudagrass
Murville
0-2
161
48
overseeded with
Rescuegrass Ha
FORM: WWIS 06-16 Page 9 of 12

a. Specify where the nitrogen and phosphorus uptake rates for each cover crop were obtained: North Carolina Nutrient
Management Workgroup, 2003
b. Proposed nitrogen mineralization rate: 0_2
c. Proposed nitrogen volatilization rate: 0_2
d. Minimum irrigation area from the Agronomist Evaluation's nitrogen balance: 3,456 ft'
e. Minimum irrigation area from the Agronomist Evaluation's phosphorus balance: 3,456 ft'
f. Minimum irrigation area from the water balance: 3,456 ft'
FORM: WWIS 06-16 Page 10 of 12

VIL IRRIGATION SYSTEM DESIGN CRITERIA — 15A NCAC 02 .0505 (continued):
8. Field Information (NOTE — This table may be expanded for additional fields):
Field
Area
(acres)
Dominant
Soil Series
Designed
Loading
Rate
(in/hr)
Designed
Loading
Rate
(in/ r)
Latitude a
Longitude a
Waterbody
Stream Index
No.
Classification
Zone 1
.0437
Murville Muck
.008
70.8
33.443996
_78 0505100
18-74-55-8
C, Sw
Zone 2
.0437
Murville Muck
.008
70.8
33.443999
-78 0511110
18-74-55-8
C, Sw
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Total
0516
a Provide the following latitude and longitude coordinate determination information:
Datum: NAD83 Level of accuracy: Nearest second Method of measurement:
Digital or raw photo extraction
b For assistance determining the waterbody stream index number and its associated classification, instructions may be
downloaded at: htt :/p /decl.ne.2ov/about/divisions/water-resources/iplanning/classification-standards/classifications
FORM: WWIS 06-16 Page 11 of 12

Spray Irrigation Design Elements
Drip Irrigation Design Elements
Nozzle wetted diameter:
ft
Emitter wetted area:
4 ft'
Nozzle wetted area:
ft2
Distance between laterals:
2 ft
Nozzle capacity:
GPM
Distance between emitters:
2 ft
Nozzle manufacturer/model:
/
Emitter capacity:
0.53 GPH
Elevation of highest nozzle:
ft
Emitter manufacturer/model:
Geoflow, Inc / WFPC16-2-24
Specification Section:
Elevation of highest emitter:
35.5 ft
Specification Section:
TS (20-22)
VIII. SETBACKS —.15A NCAC 02T .0506:
1. Does the project comply with all setbacks found in the river basin rules (15A NCAC 02B .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 .506(a) and .0506 b
L_�? ❑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 irrigation system and treatment/storage
units (NOTE — Distances greater than 500 feet may be marked N/A):
Setback Parameter
Irrigation
System
Treatment /
�Storage Units
Any habitable residence or place of assembly under separate ownership or not to be
maintained as part of the project site
N/A
N/A
Any habitable residence or place of assembly owned by the Permittee to be maintained as
art of the project site
41
Any private or public water supply source
N/A
N/A
Surface waters (streams — intermittent and perennial, perennial waterbodies, and wetlands)
83
81
Groundwater lowering ditches (where the bottom of the ditch intersects the SHWT)
N/A
Subsurface groundwater lowering drainage systems
N/A
Surface water diversions (ephemeral streams, waterways, ditches)
56
Any well with exception of monitoring wells
N/A
N/A
Any property line
51
108
Top of slope of embankments or cuts of two feet or more in vertical height
N/A
Any water line from a disposal system
44
Any swimming pool
N/A
Public right of way
230
Nitrification field
N/A
Any building foundation or basement
41
Impounded public water supplies
N/A
Public shallow groundwater supply (less than 50 feet deep)
N/A
4. Does the Applicant intend on complying with 15A NCAC 02T .0506(c) in order to have reduced irrigation setbacks to
property lines? ❑ Yes or ® No
If yes, complete the following table by providing the required concentrations as determined in the Engineering Calculations:
FORM: WWIS 06-16 Page 12 of 12

Estimated Influent
Designed Effluent
Designed Effluent
Parameter
Concentration
Concentration
Concentration
(monthly average)
(daily maximum)
Ammonia Nitrogen (NH3-N)
mg/L
mg/L
mg/L
Biochemical Oxygen Demand
mg/L
mg/L
mg/L
BODS
Fecal Coliforms
per 100 mL
per 100 mL
Total Suspended Solids (TSS)
mg/L
mg/L
mg/L
Turbidity
NTU
FORM: WWIS 06-16 Page 13 of 12

IX. COASTAL WASTE TREATMENT DISPOSAL REQUIREMENTS — 15A NCAC 02 .000:
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 Boundary.
2. Is this an Interim Treatment and Disposal Facility per 15A NCAC 02H .0404(g}? ❑ 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.17.
3. Is equalization of at least 25% of the average daily flow provided? ® Yes or ❑ No
4. How will noise and odor be controlled? The tanks are covered and as there is no loud equipment associated with the s, s
noise is not an issue.
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 021.0103(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., irrigation fields) provided in duplicate (e.g., more than one field)? ® Yes or ❑ No
8. Is there an impounded public surface water supply within 500 feet of the wetted area? ❑ Yes or ® No
9. Is there a public shallow groundwater supply (less than 50 feet deep) within 500 feet of the wetted area? ❑ Yes or ® No
10. Is there a private groundwater supply within 100 feet of the wetted area? ❑ Yes or ® No
11. Are there any SA classified waters within 100 feet of the wetted area? ❑ Yes or ® No
12. Are there any non -SA classified waters within 50 feet of the wetted area? ❑ Yes or ® No
13. Are there any surface water diversions (i.e., drainage ditches) within 25 feet of the wetted area? ❑ Yes or ® No
14. Per the requirements in 15A NCAC 02H .0404(g}(7}, how much green area is provided? 1,000 ft'
15. Is the green area clearly delineated on the plans? ® Yes or ❑ No
16. Is the spray irrigation wetted area within 200 feet of any adjoining properties? ❑ Yes, ❑ No or ® N/A (i.e., drip irrigation)
17. Does the designed annual loading rate exceed 91 inches? ❑ Yes or ® No
FORM: WWIS 06-16 Page 14 of 12

Professional Engineer's Certification:
s W. Holland
.........nJama ........ �.._.... _.�W�.. e-- ... .. ,.._.. tta w9 that this application for
(Professional Engineer's name from Application Item III.1.)
Family Dollar WWTF - Currie
_................ - ..e . ...6a.. ... _ (Facility name from Ttem...
( Y 11 I1.1)
has been reviewed by me and is accurate, complete and consistent with the infonnation supplied in the plans, specifications, engineering
calculations, and all other supporting documentation to the best of my knowledge. I further 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 seal signifies that i have reviewed this material and have judged it to be consistent with the proposed design.
NOTE. — In accordance with General Statutes 1„43 215 6A and 143-?.15.fi,13, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date;
Applicant's Certification per 15A N(`,( &I21' ._0111!)L):
Barnes Bc)yli..a..ri
TM« 1"/�
" es$/
7
" 1tl�twO
Itill
(Signature Authority's name & title from Application Item 1.3.)
Family Dollar - Currie
(Facility name from Application item It. 1.)
t that this application tcir
has been reviewed by me and is accurate and complete to the best of my knowledge. I 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 wil I 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 infonnation and attachments are not included, this application package will be returned to me as incomplete. i 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 t A,t , Ct2 1 Q V 0 O.
NOTE — In accordance with General Statutes 143-215.6A and 14 s 2 1 w w(�i)i , 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 we s civil pel alt" s up $25,000 per violation.
a
Signature: . ...m. .. �, !1 Date: m: ..m._ _m........
FORM: WWIS 06-16 Page 13 of 12

9 LIMITED LIABILITY COMPANY ANNUAL REPORT ■
10/2017
NAME OF LIMITED LIABILITY COMPANY: Cedar Run Capital, LLC
SECRETARY OF STATE ID NUMBER: 1443371 STATE OF FORMATION: NC
REPORT FOR THE CALENDAR YEAR: gn9i
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: thomas, Charles a
2. SIGNATURE OF THE NEW REGISTERED AGENT:
Filing Office Use Only
E - Filed Annual Report
1443371
CA202101201375
1/12/2021 12:15
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
2405 F Nash St NW
Wilson, NC 27896-1360 Wilson County
2405 F Nash St NW
Wilson, NC 27896-1360
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: commercial Real Estate
2. PRINCIPAL OFFICE PHONE NUMBER: [phone]
4. PRINCIPAL OFFICE STREET ADDRESS
2405 F Nash St NW
Wilson, NC 27896-1360
3. PRINCIPAL OFFICE EMAIL: Privacv Redaction
5. PRINCIPAL OFFICE MAILING ADDRESS
2405 F Nash St NW
Wilson, NC 27896-1360
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: Charles thomas
TITLE: Member
ADDRESS:
2405 - f nash street nw
Wilson, NC 27896
NAME: G Barnes Boykin
TITLE: Member
ADDRESS:
2405 F Nash St NW
Wilson, NC 27886
NAME:
TITLE:
ADDRESS:
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
charles thomas 1/12/2021
SIGNATURE DATE
Form must be signed by a Company Official listed under Section C of This form.
charles thomas Member
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

BK 4783 PG 2413 - 2424 (12) DOC# 20099904
This Document eRecorded: 03/28/2022 03:53:39 PM
Fee: $26.00 DocType: ASGMT Tax: $0.00
Pender County, North Carolina
Sharon Lear Willoughby, Register of Deeds
ASSIGNMENT OF RENTS
RECORDATION REQUESTED BY:
TRUIST BANK, Wilson - Commercial Loans, 200 Pine St W, Wilson, NC 27893
WHEN RECORDED MAIL TO:
TRUIST BANK, Wilson - Commercial Loans, 200 Pine St W, Wilson, NC 27893
SEND TAX NOTICES TO:
TRUIST BANK. Wilson - Commercial Loans. 200 Pine St W. Wilson. NC 27893
This ASSIGNMENT OF RENTS prepared by:
X_
L. Allen Hahn, PA, Attorney
THIS ASSIGNMENT OF RENTS dated March 25, 2022, is made and executed between CEDAR RUN CAPITAL,
LLC, a North Carolina limited liability company (referred to below as "Grantor") and TRUIST BANK, whose
address is 200 Pine St W, Wilson, NC 27893 (referred to below as "Lender").
ASSIGNMENT. For valuable consideration, Grantor hereby assigns, grants a continuing security interest in, and
conveys to Lender all of Grantor's right, title, and interest in and to the Rents from the following described
Property located in Pender County, State of North Carolina:
See the exhibit or other description document which is attached to this Assignment and made a part of this
Assignment as if fully set forth herein.
The Property or its address is commonly known as US Hwy 421 Montague Rd, Currie, NC 28435. The
Property tax identification number is 2285-54-9493-0000 & 2285-63-0939-0000.
CROSS-COLLATERALIZATION. In addition to the Note, this Assignment secures all obligations, debts and
liabilities, plus interest thereon, of either Grantor or Borrower to Lender, or any one or more of them, as well as
all claims by Lender against Borrower and Grantor or any one or more of them, whether now existing or
hereafter arising, whether related or unrelated to the purpose of the Note, whether voluntary or otherwise,
whether due or not due, direct or indirect, determined or undetermined, absolute or contingent, liquidated or
unliquidated, whether Borrower or Grantor may be liable individually or jointly with others, whether obligated as
guarantor, surety, accommodation party or otherwise, and whether recovery upon such amounts may be or
hereafter may become barred by any statute of limitations, and whether the obligation to repay such amounts
may be or hereafter may become otherwise unenforceable.
submitted electronically by "L. Allen Hahn"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Pender county Register of Deeds.

BK 4783 PG 2414 DOC# 20099904
ASSIGNMENT OF RENTS
(Continued)
Page 2
THIS ASSIGNMENT IS GIVEN TO SECURE (1) PAYMENT OF THE INDEBTEDNESS AND (2) PERFORMANCE
OF ANY AND ALL OBLIGATIONS OF BORROWER AND GRANTOR UNDER THE NOTE, THIS ASSIGNMENT,
AND THE RELATED DOCUMENTS. THIS ASSIGNMENT IS GIVEN AND ACCEPTED ON THE FOLLOWING
TERMS:
GRANTOR'S WAIVERS. Grantor waives all rights or defenses arising by reason of any "one action" or
"anti -deficiency" law, or any other law which may prevent Lender from bringing any action against Grantor,
including a claim for deficiency to the extent Lender is otherwise entitled to a claim for deficiency, before or
after Lender's commencement or completion of any foreclosure action, either judicially or by exercise of a
power of sale. Grantor expressly waives, to the extent permitted by North Carolina law, all of Grantor's rights
under (a) North Carolina General Statutes Sections 26-7 through Section 26-9, or any similar or subsequent
laws and (b) North Carolina General Statutes Section 25-3-605 relating to the impairment of the collateral, or
any similar or subsequent law.
BORROWER'S WAIVERS AND RESPONSIBILITIES. Lender need not tell Borrower about any action or inaction
Lender takes in connection with this Assignment. Borrower assumes the responsibility for being and keeping
informed about the Property. Borrower waives any defenses that may arise because of any action or inaction
of Lender, including without limitation any failure of Lender to realize upon the Property, or any delay by Lender
in realizing upon the Property. Borrower agrees to remain liable under the Note with Lender no matter what
action Lender takes or fails to take under this Assignment.
PAYMENT AND PERFORMANCE. Except as otherwise provided in this Assignment or any Related Documents,
Grantor shall pay to Lender all amounts secured by this Assignment as they become due, and shall strictly
perform all of Grantor's obligations under this Assignment. Unless and until Lender exercises its right to collect
the Rents as provided below and so long as there is no default under this Assignment, Grantor may remain in
possession and control of and operate and manage the Property and collect the Rents, provided that the
granting of the right to collect the Rents shall not constitute Lender's consent to the use of cash collateral in a
bankruptcy proceeding.
GRANTOR'S REPRESENTATIONS AND WARRANTIES. Grantor warrants that:
Ownership. Grantor is entitled to receive the Rents free and clear of all rights, loans, liens, encumbrances,
and claims except as disclosed to and accepted by Lender in writing.
Right to Assign. Grantor has the full right, power and authority to enter into this Assignment and to assign
and convey the Rents to Lender.
No Prior Assignment. Grantor has not previously assigned or conveyed the Rents to any other person by
any instrument now in force.
No Further Transfer. Grantor will not sell, assign, encumber, or otherwise dispose of any of Grantor's
rights in the Rents except as provided in this Assignment.
LENDER'S RIGHT TO RECEIVE AND COLLECT RENTS. Lender shall have the right at any time, and even
though no default shall have occurred under this Assignment, to collect and receive the Rents. For this
purpose, Lender is hereby given and granted the following rights, powers and authority:
Notice to Tenants. Lender may send notices to any and all tenants of the Property advising them of this
Assignment and directing all Rents to be paid directly to Lender or Lender's agent.
Enter the Property. Lender may enter upon and take possession of the Property; demand, collect and
receive from the tenants or from any other persons liable therefor, all of the Rents; institute and carry on all
legal proceedings necessary for the protection of the Property, including such proceedings as may be
necessary to recover possession of the Property; collect the Rents and remove any tenant or tenants or
other persons from the Property.
Maintain the Property. Lender may enter upon the Property to maintain the Property and keep the same in
repair; to pay the costs thereof and of all services of all employees, including their equipment, and of all
continuing costs and expenses of maintaining the Property in proper repair and condition, and also to pay

BK 4783 PG 2415 DOC# 20099904
ASSIGNMENT OF RENTS
(Continued)
Page 3
all taxes, assessments and water utilities, and the premiums on fire and other insurance effected by Lender
on the Property.
Compliance with Laws. Lender may do any and all things to execute and comply with the laws of the
State of North Carolina and also all other laws, rules, orders, ordinances and requirements of all other
governmental agencies affecting the Property.
Lease the Property. Lender may rent or lease the whole or any part of the Property for such term or terms
and on such conditions as Lender may deem appropriate.
Employ Agents. Lender may engage such agent or agents as Lender may deem appropriate, either in
Lender's name or in Grantor's name, to rent and manage the Property, including the collection and
application of Rents.
Other Acts. Lender may do all such other things and acts with respect to the Property as Lender may
deem appropriate and may act exclusively and solely in the place and stead of Grantor and to have all of
the powers of Grantor for the purposes stated above.
No Requirement to Act. Lender shall not be required to do any of the foregoing acts or things, and the fact
that Lender shall have performed one or more of the foregoing acts or things shall not require Lender to do
any other specific act or thing.
APPLICATION OF RENTS. All costs and expenses incurred by Lender in connection with the Property shall be
for Grantor's account and Lender may pay such costs and expenses from the Rents. Lender, in its sole
discretion, shall determine the application of any and all Rents received by it; however, any such Rents received
by Lender which are not applied to such costs and expenses shall be applied to the Indebtedness. All
expenditures made by Lender under this Assignment and not reimbursed from the Rents shall become a part of
the Indebtedness secured by this Assignment, and shall be payable on demand, with interest at the Note rate
from date of expenditure until paid.
FULL PERFORMANCE. If Grantor pays all of the Indebtedness when due and otherwise performs all the
obligations imposed upon Grantor under this Assignment, the Note, and the Related Documents, Lender shall
execute and deliver to Grantor a suitable satisfaction of this Assignment and suitable statements of termination
of any financing statement on file evidencing Lender's security interest in the Rents and the Property. Any
termination fee required by law shall be paid by Grantor, if permitted by applicable law.
LENDER'S EXPENDITURES. If any action or proceeding is commenced that would materially affect Lender's
interest in the Property or if Grantor fails to comply with any provision of this Assignment or any Related
Documents, including but not limited to Grantor's failure to discharge or pay when due any amounts Grantor is
required to discharge or pay under this Assignment or any Related Documents, Lender on Grantor's behalf may
(but shall not be obligated to) take any action that Lender deems appropriate, including but not limited to
discharging or paying all taxes, liens, security interests, encumbrances and other claims, at any time levied or
placed on the Rents or the Property and paying all costs for insuring, maintaining and preserving the Property.
All such expenditures incurred or paid by Lender for such purposes will then bear interest at the rate charged
under the Note from the date incurred or paid by Lender to the date of repayment by Grantor. All such
expenses will become a part of the Indebtedness and, at Lender's option, will (A) be payable on demand; (B)
be added to the balance of the Note and be apportioned among and be payable with any installment payments
to become due during either (1) the term of any applicable insurance policy; or (2) the remaining term of the
Note; or (C) be treated as a balloon payment which will be due and payable at the Note's maturity. The
Assignment also will secure payment of these amounts. Such right shall be in addition to all other rights and
remedies to which Lender may be entitled upon the occurrence of any Event of Default.
DEFAULT. Each of the following, at Lender's option, shall constitute an Event of Default under this
Assignment:
Payment Default. Borrower fails to make any payment when due under the Indebtedness.
Other Defaults. Borrower or Grantor fails to comply with or to perform any other term, obligation,

BK 4783 PG 2416 DOC# 20099904
ASSIGNMENT OF RENTS
(Continued) Page 4
covenant or condition contained in this Assignment or in any of the Related Documents or to comply with
or to perform any term, obligation, covenant or condition contained in any other agreement between Lender
and Borrower or Grantor.
Default on Other Payments. Failure of Grantor within the time required by this Assignment to make any
payment for taxes or insurance, or any other payment necessary to prevent filing of or to effect discharge
of any lien.
Default in Favor of Third Parties. Borrower, any guarantor or Grantor defaults under any loan, extension of
credit, security agreement, purchase or sales agreement, or any other agreement, in favor of any other
creditor or person that may materially affect any of Borrower's, any guarantor's or Grantor's property or
ability to perform their respective obligations under this Assignment or any of the Related Documents.
Environmental Default. Failure of any party to comply with or perform when due any term, obligation,
covenant or condition contained in any environmental agreement executed in connection with the Property.
False Statements. Any warranty, representation or statement made or furnished to Lender by Borrower or
Grantor or on Borrower's or Grantor's behalf, or made by Guarantor, or any other guarantor, endorser,
surety, or accommodation party, under this Assignment or the Related Documents in connection with the
obtaining of the Indebtedness evidenced by the Note or any security document directly or indirectly
securing repayment of the Note is false or misleading in any material respect, either now or at the time
made or furnished or becomes false or misleading at any time thereafter.
Defective Collateral ization. This Assignment or any of the Related Documents ceases to be in full force and
effect (including failure of any collateral document to create a valid and perfected security interest or lien)
at any time and for any reason.
Death or Insolvency. The dissolution or termination of Borrower's or Grantor's existence as a going
business, the insolvency of Borrower or Grantor, the appointment of a receiver for any part of Borrower's
or Grantor's property, any assignment for the benefit of creditors, any type of creditor workout, or the
commencement of any proceeding under any bankruptcy or insolvency laws by or against Borrower or
Grantor.
Creditor or Forfeiture Proceedings. Commencement of foreclosure or forfeiture proceedings, whether by
judicial proceeding, self-help, repossession or any other method, by any creditor of Borrower or Grantor or
by any governmental agency against the Rents or any property securing the Indebtedness. This includes a
garnishment of any of Borrower's or Grantor's accounts, including deposit accounts, with Lender.
However, this Event of Default shall not apply if there is a good faith dispute by Borrower or Grantor as to
the validity or reasonableness of the claim which is the basis of the creditor or forfeiture proceeding and if
Borrower or Grantor gives Lender written notice of the creditor or forfeiture proceeding and deposits with
Lender monies or a surety bond for the creditor or forfeiture proceeding, in an amount determined by
Lender, in its sole discretion, as being an adequate reserve or bond for the dispute.
Execution; Attachment. Any execution or attachment is levied against the Property, and such execution or
attachment is not set aside, discharged or stayed within thirty (30) days after the same is levied.
Change in Zoning or Public Restriction. Any change in any zoning ordinance or regulation or any other
public restriction is enacted, adopted or implemented, that limits or defines the uses which may be made of
the Property such that the present or intended use of the Property, as specified in the Related Documents,
would be in violation of such zoning ordinance or regulation or public restriction, as changed.
Default Under Other Lien Documents. A default occurs under any other mortgage, deed of trust or security
agreement covering all or any portion of the Property.
Judgment. Unless adequately covered by insurance in the opinion of Lender, the entry of a final judgment
for the payment of money involving more than ten thousand dollars ($10,000.00) against Borrower or
Grantor and the failure by Borrower or Grantor to discharge the same, or cause it to be discharged, or
bonded off to Lender's satisfaction, within thirty (30) days from the date of the order, decree or process

BK 4783 PG 2417 DOC# 20099904
ASSIGNMENT OF RENTS
(Continued)
under which or pursuant to which such judgment was entered.
Page 5
Property Damage or Loss. The Property is lost, stolen, substantially damaged, sold, or borrowed against
Events Affecting Guarantor. Any of the preceding events occurs with respect to any Guarantor, or any
other guarantor, endorser, surety, or accommodation party of any of the Indebtedness or any Guarantor, or
any other guarantor, endorser, surety, or accommodation party dies or becomes incompetent, or revokes or
disputes the validity of, or liability under, any Guaranty of the Indebtedness.
Adverse Change. A material adverse change occurs in Grantor's financial condition, or Lender believes the
prospect of payment or performance of the Indebtedness is impaired.
RIGHTS AND REMEDIES ON DEFAULT. Upon the occurrence of any Event of Default and at any time
thereafter, Lender may exercise any one or more of the following rights and remedies, in addition to any other
rights or remedies provided by law:
Accelerate Indebtedness. Lender shall have the right at its option without notice to Borrower or Grantor to
declare the entire Indebtedness immediately due and payable, including any prepayment penalty that
Borrower would be required to pay.
Collect Rents. Lender shall have the right, without notice to Borrower or Grantor, to take possession of the
Property and collect the Rents, including amounts past due and unpaid, and apply the net proceeds, over
and above Lender's costs, against the Indebtedness. In furtherance of this right, Lender shall have all the
rights provided for in the Lender's Right to Receive and Collect Rents Section, above. If the Rents are
collected by Lender, then Grantor irrevocably designates Lender as Grantor's attorney -in -fact to endorse
instruments received in payment thereof in the name of Grantor and to negotiate the same and collect the
proceeds. Payments by tenants or other users to Lender in response to Lender's demand shall satisfy the
obligations for which the payments are made, whether or not any proper grounds for the demand existed.
Lender may exercise its rights under this subparagraph either in person, by agent, or through a receiver.
Appoint Receiver. Lender shall have the right to have a receiver appointed to take possession of all or any
part of the Property, with the power to protect and preserve the Property, to operate the Property
preceding foreclosure or sale, and to collect the Rents from the Property and apply the proceeds, over and
above the cost of the receivership, against the Indebtedness. The receiver may serve without bond if
permitted by law. Lender's right to the appointment of a receiver shall exist whether or not the apparent
value of the Property exceeds the Indebtedness by a substantial amount. Employment by Lender shall not
disqualify a person from serving as a receiver.
Other Remedies. Lender shall have all other rights and remedies provided in this Assignment or the Note or
by law.
Election of Remedies. Election by Lender to pursue any remedy shall not exclude pursuit of any other
remedy, and an election to make expenditures or to take action to perform an obligation of Grantor under
this Assignment, after Grantor's failure to perform, shall not affect Lender's right to declare a default and
exercise its remedies.
Attorneys' Fees; Expenses. If Lender institutes any suit or action to enforce any of the terms of this
Assignment, Lender shall be entitled to recover such sum as the court may adjudge reasonable as
attorneys' fees at trial and upon any appeal. Whether or not any court action is involved, and to the extent
not prohibited by law, all reasonable expenses Lender incurs that in Lender's opinion are necessary at any
time for the protection of its interest or the enforcement of its rights shall become a part of the
Indebtedness payable on demand and shall bear interest at the Note rate from the date of the expenditure
until repaid. Expenses covered by this paragraph include, without limitation, however subject to any limits
under applicable law, Lender's reasonable attorneys' fees and Lender's legal expenses, whether or not
there is a lawsuit, including reasonable attorneys' fees and expenses for bankruptcy proceedings (including
efforts to modify or vacate any automatic stay or injunction), appeals, and any anticipated post -judgment
collection services, the cost of searching records, obtaining title reports (including foreclosure reports),
surveyors' reports, and appraisal fees, title insurance, and fees for the Trustee, to the extent permitted by

BK 4783 PG 2418 DOC# 20099904
ASSIGNMENT OF RENTS
(Continued) Page 6
applicable law. Grantor also will pay any court costs, in addition to all other sums provided by law.
ADDITIONAL INDEBTEDNESS SECURED. In addition to financial obligations and the Indebtedness and other
obligations set forth herein and without limiting the application of any future advance or cross collateral ization
provision, this security instrument shall secure any other amounts which Grantor or Borrower may owe to
Lender, whether direct or indirect, now existing or hereafter arising, contingent or otherwise, including without
limitation (i) any advances made by Lender to pay drawings on any irrevocable standby or commercial letter of
credit issued on the account of Grantor or Borrower pursuant to an application therefor, (ii) any obligation
under a Hedge Agreement, (iii) all amounts expended to preserve or protect the Property, and (iv) all Lender's
Expenditures as set forth herein, all of which shall be included in the Indebtedness, as defined herein. "Hedge
Agreement" means an agreement between Borrower and Lender, now existing or hereafter entered into, which
provides for an interest rate, credit, commodity, equity swap, cap floor, collar, spot or forward foreign
exchange transaction, currency swap, cross -currency rate swap, currency option or any similar transaction or
any combination of, or option with respect to, these or similar transactions, for the purpose of hedging
Grantor's or Borrower's exposure to fluctuations in interest or exchange rates, loan, credit, exchange, security
or currency valuations or currency prices pursuant to any ISDA Master agreement executed by Grantor or
Borrower and all Schedules and Confirmations entered into in connection therewith or otherwise.
LEASES. The assignment of Rents by Grantor herein includes, and Grantor hereby assigns, grants a continuing
security interest in, and conveys to Lender all of Grantor's right, title and interest as lessor in any and all
leases, written or oral, now in existence or hereafter arising in connection with all or any portion of the
Property (individually "lease" and collectively "leases"), together with the right, power and authority of Grantor
to alter, modify or change the terms thereof, or surrender, cancel or terminate the same; and any and all
guarantees, if any, of any obligations of any lessee under each of the leases.
GRANTOR'S REPRESENTATIONS AND WARRANTIES FOR LEASES. Grantor represents and warrants to
Lender that: Grantor is the sole owner of its entire interest, as lessor, in the leases; the leases are valid and
enforceable and have not been altered, modified or amended in any manner whatsoever except as previously
disclosed in writing to Lender; no lessee named therein is in default under any of the terms, covenants or
conditions thereof; no rent reserved in any lease has been assigned or anticipated; no rent for any period
subsequent to the date of this Assignment has been collected more than one month in advance of the time
when the same became due under the terms of any lease; Grantor has full right and title to assign the leases
and all rents, issues and profits thereunder; and no other assignment of any interest of Grantor therein has
been made.
GRANTOR'S COVENANTS FOR LEASES. Grantor covenants and agrees with Lender: to observe and perform
all obligations imposed under the leases; to give prompt notice to the Lender of any notice of default under any
lease received or given by Grantor together with a complete copy of any such notice; at the sole cost and
expense of the Grantor, to enforce, short of termination of any lease, the performance or observance of each
and every covenant and condition thereof by all parties thereto; not to do or permit to be done anything to
impair the security thereof; not to pay or collect any of the rent, issues and profits arising or accruing under
the leases or otherwise from the Property in advance of the time when the same shall become due; not to
execute any other assignment of interest in the leases or of the rents, issues and profits arising from the leases
or from the Property; not to subordinate any lease to any other encumbrance or permit, consent or agree to
such subordination without Lender's prior written consent; not to alter, modify or change the terms of any
lease or give any consent or exercise any option required or permitted by such terms without the prior written
consent of Lender; not to cancel or terminate any lease or accept a surrender thereof or convey or transfer or
suffer or permit a conveyance or transfer of the leased premises thereby or of any interest therein so as to
effect, directly or indirectly, a merger of the estates and rights of, or a termination or diminution of the
obligations of, any party thereunder; not to alter modify or change the terms of any guaranty of any lease or
cancel or terminate such guaranty without the prior written consent of the Lender; not to consent to any
assignment of or subletting under any lease, whether or not in accordance with its terms, without the prior
written consent of the Lender; and, at the Lender's request to execute and deliver all such further assurance
and assignments in the leases or the Property as Lender shall form time to time require.

BK 4783 PG 2419 DOC# 20099904
ASSIGNMENT
(Continued)e 7
CHOICE OF VENUE. Any legal action brought in connection with this agreement, the security interest grantel
hereunder or any obligations herein may be brought in the courts of the State/Com rn onwealth/D i strict in which
Lender's branch office or the Property is located or in the appropriate United States District Court situated in
such State/Commonwealth/District, and Grantor hereby accepts and unconditionally submits to the jurisdiction
of such courts. Grantor hereby waives any objection to the laying of venue based on the grounds of forum non
conveniens with
respect thereto.
A. Xi ► a.' !r
Amendments. This Assignment, together with any Related Documents, constitutes the enti
understanding and agreement of the parties as to the matters set forth in this Assignment. No alteration
or amendment to this Assignment shall be effective unless given in writing and signed by the party
parties soughtto e charged or bound by the alteration or amendment.
Caption Headings. Caption headings in this Assignment are for convenience purposes only and are not
be used to interpret or define the provisions of this Assignment.
Governing Law. This Assignment will be governed by federal law applicable to Lender and, to the exte
not preempted by federal law, the laws of the State of North Carolina without regard to its conflicts of la
provisions. This Assignment has been accepted by Lender in the State of North Carolina.
Joint and Several Liability. All obligations of Borrower and Grantor under this Assignment shall be joint a
several, and all references to Grantor shall mean each and every Grantor, and all references to Borrow
shall mean each and every Borrower. This means that each Grantor signing below is responsible for
obligations in this Assignment. Where any one or more of the parties is a corporation, partnership, limit
liability company or similar entity, it is not necessary for Lender to inquire into the powers of any of t
officers, directors, partners, members, or other agents acting or purporting to act on the entity's beha
and any obligations made or created in reliance upon the professed exercise of such powers shall#
guaranteed •- !
consentMerger. There shall be no merger of the interest or estate created by this Assignment with any oth
interest or estate in the Property at any time held by or for the benefit of Lender in any capacity, witho
the written of #
Interpretation. or ! ! used in
this Assignment in the singular shall be deemed to have been used in the plural where the context and
construction so require. (2) If more than one person signs this Assignment as "Grantor," the obligations
of each Grantor are joint and several. This means that if Lender brings a lawsuit, Lender may sue any one
or more of the Grantors. If Borrower and Grantor are not the same person, Lender need not sue Borrower
first, and that Borrower need not be joined in any lawsuit. (3) The names given to paragraphs or sections
in this Assignment are for convenience purposes only. They are not to be used to interpret or define the
provisions of Assignment.
such waiver is given in writing and signed by Lender. No delay or omission on the part of Lender in
exercising any right shall operate as a waiver of such right or any other right. A waiver by Lender of a

BK 4783 PG 2420 DOC# 20099904
ASSIGNMENT OF RENTS
(Continued) Page s
provision of this Assignment shall not prejudice or constitute a waiver of Lender's right otherwise to
demand strict compliance with that provision or any other provision of this Assignment. No prior waiver by
Lender, nor any course of dealing between Lender and Grantor, shall constitute a waiver of any of Lender's
rights or of any of Grantor's obligations as to any future transactions. Whenever the consent of Lender is
required under this Assignment, the granting of such consent by Lender in any instance shall not constitute
continuing consent to subsequent instances where such consent is required and in all cases such consent
may be granted or withheld in the sole discretion of Lender.
Non -Liability of Lender. The relationship between Borrower and Grantor and Lender created by this
Assignment is strictly a debtor and creditor relationship and not fiduciary in nature, nor is the relationship
to be construed as creating any partnership or joint venture between Lender and Borrower and Grantor.
Borrower and Grantor are exercising Borrower's and Grantor's own judgment with respect to Borrower's
and Grantor's business. All information supplied to Lender is for Lender's protection only and no other
party is entitled to rely on such information. There is no duty for Lender to review, inspect, supervise or
inform Borrower and Grantor of any matter with respect to Borrower's and Grantor's business. Lender and
Borrower and Grantor intend that Lender may reasonably rely on all information supplied by Borrower and
Grantor to Lender, together with all representations and warranties given by Borrower and Grantor to
Lender, without investigation or confirmation by Lender and that any investigation or failure to investigate
will not diminish Lender's right to so rely.
Notices. Any notice required to be given under this Assignment shall be given in writing, and shall be
effective when actually delivered, when actually received by telefacsimile (unless otherwise required by
law), when deposited with a nationally recognized overnight courier, or, if mailed, when deposited in the
United States mail, as first class, certified or registered mail postage prepaid, directed to the addresses
shown near the beginning of this Assignment. Any party may change its address for notices under this
Assignment by giving formal written notice to the other parties, specifying that the purpose of the notice is
to change the parry's address. For notice purposes, Grantor agrees to keep Lender informed at all times of
Grantor's current address. Unless otherwise provided or required by law, if there is more than one Grantor,
any notice given by Lender to any Grantor is deemed to be notice given to all Grantors.
Powers of Attorney. The various agencies and powers of attorney conveyed on Lender under this
Assignment are granted for purposes of security and may not be revoked by Grantor until such time as the
same are renounced by Lender.
Severability. If a court of competent jurisdiction finds any provision of this Assignment to be illegal,
invalid, or unenforceable as to any circumstance, that finding shall not make the offending provision illegal,
invalid, or unenforceable as to any other circumstance. If feasible, the offending provision shall be
considered modified so that it becomes legal, valid and enforceable. If the offending provision cannot be so
modified, it shall be considered deleted from this Assignment. Unless otherwise required by law, the
illegality, invalidity, or unenforceability of any provision of this Assignment shall not affect the legality,
validity or enforceability of any other provision of this Assignment.
Sole Discretion of Lender. Whenever Lender's consent or approval is required under this Assignment, the
decision as to whether or not to consent or approve shall be in the sole and exclusive discretion of Lender
and Lender's decision shall be final and conclusive.
Successors and Assigns. Subject to any limitations stated in this Assignment on transfer of Grantor's
interest, this Assignment shall be binding upon and inure to the benefit of the parties, their successors and
assigns. If ownership of the Property becomes vested in a person other than Grantor, Lender, without
notice to Grantor, may deal with Grantor's successors with reference to this Assignment and the
Indebtedness by way of forbearance or extension without releasing Grantor from the obligations of this
Assignment or liability under the Indebtedness.
Time is of the Essence. Time is of the essence in the performance of this Assignment.
Waiver of Right of Redemption. NOTWITHSTANDING ANY OF THE PROVISIONS TO THE CONTRARY
CONTAINED IN THIS ASSIGNMENT, GRANTOR HEREBY WAIVES ANY AND ALL RIGHTS OF

BK 4783 PG 2421 DOC# 20099904
ASSIGNMENT OF RENTS
(Continued)
Page 9
REDEMPTION FROM SALE UNDER ANY ORDER OR JUDGMENT OF FORECLOSURE ON GRANTOR'S
BEHALF AND ON BEHALF OF EACH AND EVERY PERSON, EXCEPT JUDGMENT CREDITORS OF
GRANTOR, ACQUIRING ANY INTEREST IN OR TITLE TO THE PROPERTY SUBSEQUENT TO THE DATE OF
THIS ASSIGNMENT.
DEFINITIONS. The following capitalized words and terms shall have the following meanings when used in this
Assignment. Unless specifically stated to the contrary, all references to dollar amounts shall mean amounts in
lawful money of the United States of America. Words and terms used in the singular shall include the plural,
and the plural shall include the singular, as the context may require. Words and terms not otherwise defined in
this Assignment shall have the meanings attributed to such terms in the Uniform Commercial Code:
Assignment. The word "Assignment" means this ASSIGNMENT OF RENTS, as this ASSIGNMENT OF
RENTS may be amended or modified from time to time, together with all exhibits and schedules attached to
this ASSIGNMENT OF RENTS from time to time.
Borrower. The word "Borrower" means CEDAR RUN CAPITAL, LLC; and EASTERN PRIDE INC..
Event of Default. The words "Event of Default" mean individually, collectively, and interchangeably any of
the events of default set forth in this Assignment in the default section of this Assignment.
Grantor. The word "Grantor" means CEDAR RUN CAPITAL, LLC.
Guarantor. The word "Guarantor" means any guarantor, surety, or accommodation party of any or all of
the Indebtedness, and, in each case, Grantor's successors, assigns, heirs, personal representatives,
executors and administrators of any guarantor, surety, or accommodation party.
Guaranty. The word "Guaranty" means the guaranty from Guarantor, or any other guarantor, endorser,
surety, or accommodation party to Lender, including without limitation a guaranty of all or part of the Note.
Indebtedness. The word "Indebtedness" means all principal, interest, and other amounts, costs and
expenses payable under the Note or Related Documents, together with all renewals of, extensions of,
modifications of, consolidations of and substitutions for the Note or Related Documents and any amounts
expended or advanced by Lender to discharge Grantor's obligations or expenses incurred by Lender to
enforce Grantor's obligations under this Assignment, together with interest on such amounts as provided in
this Assignment. Specifically, without limitation, Indebtedness includes all amounts that may be indirectly
secured by the Cross -Col lateral ization provision of this Assignment.
Lender. The word "Lender" means TRUIST BANK, its successors and assigns.
Note. The word "Note" means the promissory note dated March 25, 2022, in the original principal amount
of $1,250,000.00 from Borrower to Lender, together with all renewals of, extensions of, modifications of,
refinancings of, consolidations of, and substitutions for the promissory note or agreement.
Property. The word "Property" means all of Grantor's right, title and interest in and to all the Property as
described in the "Assignment" section of this Assignment.
Related Documents. The words "Related Documents" mean all promissory notes, credit agreements, loan
agreements, environmental agreements, guaranties, security agreements, mortgages, deeds of trust,
security deeds, collateral mortgages, and all other instruments, agreements and docurnents, whether now
or hereafter existing, executed in connection with the Indebtedness.
Rents. The word "Rents" means all of Grantor's present and future rights, title and interest in, to and
under any and all present and future leases, including, without limitation, all rents, revenue, income, issues,
royalties, bonuses, accounts receivable, cash or security deposits, advance rentals, profits and proceeds
from the Property, and other payments and benefits derived or to be derived from such leases of every kind
and nature, whether due now or later, including without limitation Grantor's right to enforce such leases
and to receive and collect payment and proceeds thereunder.

BK 4783 PG 2422 DOC# 20099904
ASSIGNMENT OF RENTS
(Continued) Page 10
THE UNDERSIGNED ACKNOWLEDGES HAVING READ ALL THE PROVISIONS OF THIS ASSIGNMENT, AND
NOT PERSONALLY BUT AS AN AUTHORIZED SIGNER, HAS CAUSED THIS ASSIGNMENT TO BE SIGNED AND
EXECUTED ON BEHALF OF GRANTOR ON MARCH 25, 2022.
THIS ASSIGNMENT IS GIVEN UNDER SEAL AND IT IS INTENDED THAT THIS ASSIGNMENT IS AND SHALL
CONSTITUTE AND HAVE THE EFFECT OF A SEALED INSTRUMENT ACCORDING TO LAW.
GRANTOR:
CEDAR RUN CAPITAL, LLC
By: P+ .Y (Seal)
CHARLES A THOMAS, Member/Manager of CEDAR RUN
CAP L, LLC
By: _ W (Seal)
GE GE BA NES Member/Manager of CEDAR RUN
CAPITAL, LLC

BK 4783 PG 2423 DOC# 20099904
ASSIGNMENT OF RENTS
(Continued) Page 11
LIMITED LIABILITY COMPANY ACKNOWLEDGMENT
STATE OFNC)Cah 0L,/&0A1—
)SS
COUNTY OF
I .
1, 4,W , a Notary Public for said County and State,
certify that CHARLES A THO mber/Manager of CEDAR RUN CAPITAL, LLC and GEORGE BARNES
BOYKIN, Member/Manager of X RUN CAPITAL, LLC personally came before me this day and
acknowledged the due execution of the foregoing instrument in writing by themselves for CEDAR RUN
CAPITAL, LLC, a limited liability company, for the uses and purposes therein set forth.
Witness my hand and Notarial Seal this the day of qOUICh 2 0 9-q
--
Notary Public
My Commission Expires:
UJ 2bU�
( Affix Notarial Seal Here )
VAb�iSSA LANGLEY
i• Public
• • • •
t
MY • • Oct. 28, 2024 Lr'y
LaserPro, Ver. 21.3.11.003 Copr. Finastra USA Corporation 1997, 2022. All Rights Reserved.
C:\LPL-PROD\CFI\LPL\G14.FC TR-254082 PR-145
- NC

BK 4783 PG 2424 DOC# 20099904
EXHIBIT A
BEING all of Lots 1 & 2 as shown on a map entitled "Map for Harvey D. Hales 2 Lot
Subdivision on a NCDOT Road" recorded in Map Book 48 at page 59 of the Pender County
Registry, reference to which is hereby made for a more particular description.

4NMT&ION�
Marie Peedin, PE
Inner Banks Engineering
PO Box 154
Washington, NC 27889
Re: Family Dollar, Montague RD (ARM Project 220216)
Pender County, North Carolina
EnAroniivariital,
6n VVeU PH[Uinig
This report presents the results of the preliminary soil and site evaluation for the above
referenced property.
a "I r, I rz.T. Mq T M-1 12 =
ine corner
is shown on Figure
P X 11 L UT I - i =-- --
2.1 Subsurface Soils Analysis
(Refer to Figures 1, and Appendix A)
samples. Hand auger borings and split spoon samples were placed at varying
locations in an effort to fully characterize the soil and site conditions within the
proposed disposal area. Hand auger borings and split spoon samples were
evaluated and described to a depth of seven feet from the existing soil surface. A
location specific profile description was prepared for each boring location and is
provided in Appendix A.
Ap.pllcd Reeimrop, k/learia0ernen't, FIC
F 0. box &AZZE:567 I rangfer Eitation RoM, I �14C 25445, 910,270,2919, Faue, 9102,77G).2195b

2.2 K W Determinations
(Refer to Appendix A)
The Saturated Hydraulic Conductivity (K�) of multiple layers within each soil profile
was tested. The most restrictive conductivity of each soil profile is reported for this
analysis. The most restrictive soil horizon was noted to be located below the static
or apparent water table. In these cases the saturated hydraulic conductivity tests
were conducted using the slug test method. Three test locations were located within
the proposed system area. Two tests were performed at each location.
Slug tests were performed utilizing a monitoring well that was constructed utilizing
a two-inch PVC screen encased in a four -inch boring. The screen was encased in
a gravel pack. The tested layer was isolated using a bentonite grout above the
gravel packed screen. Test data was input into AquiferTest version 3.5 from
Waterloo Hydrogeologic, INC. The results were analyzed utilizing the Bouwer and
Rice method. A test specific data sheet was prepared for each location and is
provided in Appendix A.
2.3 Loading Rate Analysis
(Refer to Appendix B)
The design application rate for each area is based upon the geometric mean of the
saturated hydraulic conductivity measurements within the most restrictive horizon.
The design rate for the area is based upon 10% of the measured saturated
hydraulic conductivity within the most restrictive soil horizon. This application rate
is somewhat conservative based upon the fact that the wastewater is proposed to
be treated to produce a tertiary quality effluent.
2.4 Monthly Hydraulic Budget
(Refer to Appendix B)
A monthly water balance budget was prepared for each proposed surface drip
irrigation site. The water balance is based upon the monthly hydraulic budget
including inputs and outputs within the proposed surface drip irrigation site(s) during
an 80t' percentile wet year.
The results of the monthly water balance are summarized in the Quick Water
Balance in Appendix B. Note that this "No Storage" quick water balance assumes
that the amount irrigated is equal to the calculated Maximum Allowable Irrigation.
The water balance is based on the following information: Evapotranspiration (ET)
information from Department of Geography, University of North Carolina; Monthly
Precipitation (in/mo) take from the Pender County Soil Survey; and the Limiting Soil
K.t taken from actual field measurements.

2.5 Standard Soil Fertility Analysis
(Refer to Appendix B)
Soil samples were collected from the area proposed to be utilized for surface drip
irrigation of wastewater. Composite samples were composed of 10-12 soil cores
taken at a depth of 4 inches from the naturally occurring soil surface at random
locations within each proposed disposal area. The results of the Standard Soil
Fertility Analysis can be found in Appendix B.
3.0 Findings of Investigation
3.1 Site Soils
(Refer to Figure 1, and Appendix A)
The soils within the proposed wastewater disposal areas are classified as Leon fine
sands and Murville Muck. As detailed in the Soil Survey of Pender County, North
Carolina this series consists of poorly drained soils on broad, smooth interstream
areas. These soils formed in sandy sediment. The slopes typically range from 0 to
2 percent. In addition, the site appears to contain inclusions of Murville soil series.
As detailed in the Soil Survey of Pender County, North Carolina this series consist
of poorly drained soils in upland interstream areas and in depressions. These soils
formed in a thin mantle of organic material and in the underlying sandy sediment.
The slope typically range from 0 to 2 percent.
Actual field profile descriptions found that the soils within the proposed irrigation
areas were slightly more variable than the typical Leon fine sand and Murville pedon
as described in the Soil Survey of Pender County, North Carolina. The soil wetness
condition, as determined by the indication of colors of chroma 2 or less (Munsell
Color Charts) at greater than or equal to 2% of soil volume in mottles or matrix of
a horizon or horizon subdivision appears to be less than 12 inches from the
naturally occurring soil surface. The proposed area appears to be approximately
0.08 acres.
The proposed wastewater disposal areas are severely limited due to space
limitations including setbacks from property lines, ponds, proposed building and
parking locations. As part of this proposal, a portion of the existing pond will be
backfilied in order to meet the required 100 feet horizontal setback distance.
Additionally, an encroachment agreeementleasement is proposed to maintain the
required 50 feet setback to the northern property boundary. The location of the
proposed disposal areas as well as the setback limitations is shown on the attached
Figure 1.
K

3.2 Ksat Determination
(Refer to Appendix A )
The saturated hydraulic conductivity was noted to range between 0.94 inches per
hour and 2.43 inches per hour with a geometric mean of 1.53 inches per hour at
a depth of approximately 22 - 40 inches. The saturated hydraulic conductivity was
noted to range between 3.92 inches per hour and 10.8 inches per hour with a
geometric mean of 7.02 inches per hour at a depth of approximately 66 - 84 inches.
Results are summarized in Table 1 below.
Table 1. Area I Hydraulic Conductivity Results
Location
Conductivity
(1n1Hr)-22"-40"
Conductivity
(In1Hr)-66"-84"
MW 1 -Test 1
1.56
10.8
MW 1 -Test 2
1.54
9.25
MW 2 - Test 1
2.43
7.1
MW 2 - Test 2
2.27
8.15
MW 3 - Test 1
1.03
5.3
MW 3 - Test 2
0.94
3.92
Geometric Mean
1.53
7.02
3.3 Loading Rate Analysis
(Refer to Appendix A and B)
The design application rate for the proposed area is based upon the geometric of
the saturated hydraulic conductivity measurements within the most restrictive
horizon. The geometric mean saturated hydraulic conductivity for the area is 1.53
inches /hour or 257 inches/week.
The potential design application rate for the area is 10% of 257 inches/week
indicating a potential design application rate of 25.69 inches/week. This application
rate far exceeds the maximum limit o€1.75 inches/week associated with Low Rate
Infiltration per 15A NCAC 02T.702.
Based on the realistic yield expectation for the Murville series, Phosphorus removal
appears to be the limiting design criteria. In order to meet the realistic yield
expectation, a maximum application rate of 1.36 inches/week is required. Therefore,
the maximum loading rate for the area is to be set at 1.36 inches/week or 70.8
4

inches/year.
3.4 Monthly Hydraulic Budget
(Refer to Appendix B)
Preliminary water balance data for the proposed areas is as follows:
Recommended maximum allowable irrigation 259 gallons per day (0.08
acres)
Maximum Daily Design Flow = 200 gallons per day (0.08 acres)
Note: Maximum Daily Design Flow may be limited by nutrient loading
rather than hydraulic loading.
The water balance information is based on the following information:
Evapotranspiration (ET) information from Department of Geography, University of
North Carolina; Monthly Precipitation (in/mo) take from the Pender County Soil
Survey; and the Limiting Soil Ksat taken from actual field measurements.
3.5 Nutrient Loading
(Refer to Appendix B)
Nutrient loading of the wastewater with regard to Plant Available Nitrogen (PAN)
and Phosphorus was determined utilizing data supplied bythe design engineer. The
wastewater proposed to be irrigated will typically contain the following
concentrations:
TKN: 4 mg/L
Ammonia: 1 mg/L
Nitrate: 3 mg/L
Nitrite: 3 mg/L
Phosphorus: 3 mg/L
Plant Available Nitrogen (PAN) was determined to be as follows:
118.5 Ibs/acre PAN (9.48 Ibs/0.08 acres)
Phosphorus loading in pounds per acre per year was determined to be as
follows:
48 Ibs/acre/year (3.84 Ibs/0.08 acre/yr)
(All phosphorus is assumed to be plant available)
Nutrient loading calculations for both Plant Available Nitrogen (PAN) and
Phosphorus are available in Appendix B.
The proposed crop type to be planted, established and maintained on the
wastewater irrigation fields is Hybrid Bermudagrass overseeded with
5

Rescuegrass (Hay). The Realistic Yield Expectation for the proposed crop type
on the applicable soil series is as follows:
REALISTIC YIELD EXPECTATIONS
FOR
HYBRID BERMUDAGRASS OVERSEEDED WITH RESCUEGRASS (HAY)
Murville Fine Sands
Yield (tons)
3.5
Nitrogen Factor
46
Nitrogen Application Rate (lb/acre)
161
Crop Phosphorus Removal Rate Iblacre
48
Values obtained from North Carolina Nutrient Management Workgroup. 2003. Realistic yields and
nitrogen application factors for North Carolina crops. htto://www.soil.ncsu.edu/nmt)/ncnmwo/vields/ North
Carolina State University, North Carolina Department of Agriculture and Consumer Services, North
Carolina Department of Environment and Natural Resources, Natural Resources Conservation Service.
Raleigh NC
4.0 Conclusion/Recommendations
4.1 System Recommendation
(Refer to Figure 1 and Appendix B)
It appears that the most appropriate method of wastewater disposal for these tracts
is a surface drip application. The pretreatment prior to the waste disposal should
be designed to reuse water quality standards to allow for the site to be maximized
in terms of property line setbacks. The project Professional Engineer (P.E.) may
revise the treatment standards, however; the standards should not exceed the
Realistic Yield Expectations for Hybrid Bermudagrass with regard to Plant Available
Nitrogen (PAN) and/or Phosphorus as shown in the table above. The wastewater
is to be applied to the site at a rate of 1.36 inches/week which equates to 422
gallons per day for 0.08 acres. A copy of these calculations can be found in
Appendix B.
4.2 Site Modifications
(Refer to Figure 1 and Appendix C)
The proposed wastewater irrigation field shown shall be modified by the addition of
approximately 24 inches of Soil Group I sandy fill material. The addition of this fill
material is needed to provide positive drainage as well as prevent ponding of
surface water and/or wastewater. The fill material utilized shall have a saturated
hydraulic conductivity (K.,) greater than that of the natural soil and be classified as
a sand in accordance with ASTM (American Society for Testing and Materials) D-
422 procedures for sieve and hydrometer analyses. The site shall be prepared prior
6

of existing fill material, placement of 3 to 4 inches of fill material and then the fill
material shall be incorporated in the natural soil to a depth of 6 inches. Additional
fill material may
'.. be added tothe irrigation
field orderto adequately provide
positive drainage while at the same time prevent ponding and/or runoff of the
wastewater applied to -site.
i ` ' ! " - . # -: • • # f '': • • • - • � '. is
a 6 M-I
conductivity of the fill material should be measured after the fill material is placed
• - these measurements• • be used to confirm that the fill material has a
saturated hydraulic conductivity greater than that of the natural soil. A Fill System
Detail can be found in Appendix C.
The areas analyzed as part of this investigation only provide isolated data points
•. • - • - •i•- • . r •- • - • - • • f.
• r # - TRIMORTMI._ • • - • • • -•• - • •
best available data in an effort to assist in the understanding, control and/or site
planning and preparation. No guarantee is expressed or implied that new oi
of - existing project.
s` �

Pond to be filled
to a point 100' from
system area
easement for required
setback
V
�M
Fr 1
� �
3 'rn
100
0
IIIa
y
Mu
�
�.�
2
II
��
Usable soils
Proposed fill mound ✓ -_
_—
�� ground surt°r ace Sandy Fill Mound
')I
I
Natural Soil incorporation
zone
YI �
;N LnA: Leon fine sand �• ,
Typical System Area
N
/
(Sandy, siliceous, thermic Aeric Haplaquods) ..........ti
Cross Section
,
`..'.-....._.--_ ._ .__..,._ (not to scale) __ ---
Mu: Murville
}
(Sand, siliceous, thermic Typic Haplaqods)
Monitoring Well Locations
(approximate)
Map adapted from previous plan by Inner Banks Engineering
TITLE:
Montague RD
FIGURE:
Applied Resource
Pender County, NC
Management, P G.
JOB:
SCALE:
DATE:
DRAWN BY:
Hampstead, NC 28443
220216
1 "=50'
4/25/22
GY

• Figure 2: Monitoring Wells 1-3
• Monitoring Well 1 Tests
• Monitoring Well 2 Tests
• Monitoring Well 3 Tests

Applied RcooIjrcc
management,"r, C.
Haimpotcaid, RC 26443
LUTA
TITLE: Monitoring Well 1 - 3
Family Dollar, Montague
220216 NTS 4/28/22
M

Monitoring Well
i

Family Dollar
Pender County, North Carolina
13 April 2022
Logged By: Walter D. Giese, NCLSS
Monitoring Well (MW)1
Leon Fine Sand: Interstream linear slope <1 %
Mandy, siliceous-, thermic Aeric Haploguods)
Soil Description
A: 0 —10 inches Black (10YR 2/1) loamy sand, granular friable, approximately
20% uncoated sand grains.
E: 10-11 inches Gray (10YR 6/1) coarse grained loamy sand, friable, non -
expansive.
Bh1: 11— 40 inches Black to very dark brown (10YR 2/1 to 2/2) loamy sand,
granular, friable, non -expansive.
Bh2: 40 — 88 inches Black to very dark brown (10YR 2/1 to 2/2) loamy sand/sand,
granular, friable, non -expansive.
Soil wetness condition: <12"; static water at 10"

MI
H�
E
460 Philip Street - Suite 10 1
a Waterloo, Ontario, Canad 71
7Phone: [phone]
Slug Test Analysis Report
Project: Montague Family Dollar
Number., 220216
SB- 1 A (Test 8#1) [Bouw er & Rice]
Tirne [s]
9 is 27
Slug Test: SB-I A (Test #1)
Analysis Method: Bouwer & Rice
Analysis Results:
Test parameters: Test Well: SB-1A
Casing radius: 0.083 [it]
Screen length: 1.5 [ft]
Boring radius: 0.343 [ft]
�CR
Aquifer Thickness:
2.16E+1 [It/d]
"a
Evaluated by -
Evaluation Datc 409;2022

Waterloo Hydrogeologic, Inc. Slug Test Data Report
460 Philip Street - Suite 101 Proleci: Montague Family Dollar
Waterloo, Ontario, Canada Number: 220216
.
Phone: [phone] Client: Marie Peedin Page 1
Test Well:
SB-1A
Slug Test:
SB-1A (Test #2)
..._.. ,
. Nest W
Well:
�.� —. w. __ �������� ��������� .... �, .
SB-1A
Depth to Static W L:
2.86 [ft]
_.
Casingr
083 [ftj
Location:
Montague Rd142 1 Currie
�
Boring radius:
._ _,,,,,,[ j --------------------------------
0.343 ft
Recorded by.
J
_..m
Screen length:
. _ �w
1.5 [ft]
Date.
4119/2022
Aquifer Thickness,
1
6.14
H. ... .
....
Time [s]
.
Depth to WL [ftl
Drawdawn [ft]
1
5
1.30
1.56
2
®1 d
1 t31
... 105
1 .k
3
15
2,16
. . �.......� ...
0 70
l — _, -111,11, 1. ........,.,,
4
...............
20
238
0 48
5
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
25
2,50
n� m0.36
--,
..... ,,,,,,,,,,,,,,,,,,, ®� ......�.,..,...
�..
00.27
,
335
2.65 .,
.....,,
21
8
40
„,,,,,,,,,,,,,,,,,,,,,,,,,
212
-0.14
9
45
®..
2 74
0
12
10
50
2.76
-0m ,.a.
1a
11
_m.
55
2.79
-0.07
12
60
�.... . ®... ,_ ��
2.81
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, � _ _
� 0.05

Waterloo Hydrogeologic, Inc. Slug Test Analysis Report
460 Philip Street - Suite 10 1 Project: Montague Family Dollar
Waterloo, Ontario, Canada Number: 220216
Phone: [phone] Client: Marie PeeAN
SB- 1 A (Test #2) [Bouw er & Vie]
1-wre [s]
0 12
Slu-q Test: S B-1 A (Test #2)
Analysis Method: Bouwer & Rice
Analysis Results:
Test2arameters., Test Well:
Casing radius:
Screen length:
Boring radius:
ME
24 36 48 60 IM SB- 1 A
Conductivity: 1.85E+1 [It/d]
6 "
SB-1A Aquifer Thickness: 6.14 [it)
0.083 [it] Gravel Pack Porosity 25
1.5 [It]
0.343 [ft]
0 �
7-valualed by -
Evaluation Data� 4119t2O22

m
ME
IQ
460 Philip Street - Suite 1071 j
Waterloo, Ontario, Canada
Phone: [phone]
Slug Test Analysis Report
'may
S8- I B (Test #11) [Bouw er & Rice]
Time [s]
41 82 123
Sim Test: SB-1 B (Test #11)
Analysis Method: Bouwer & Rice
Analysis Results:
!29UREAMI19m Test Well: SB-1 B
Casing radius. 0.083 [ft]
Screen length: 1 z [it]
Boring radius: 0.343 (It]
r(eff): 0.113 [ft]
E M.
Aquifer Thickness:
mmmr� '+r
3A7E+0 [ft1d]
V46
a,
Evaluated by -
Evaluation Date„ 411912022

Waterloo � H dro Bolo is Inc. Slug Test Data Report
460 Philip Street - Suite 101 Project: Montague Family Dollar
Waterloo, Ontario„ Canada dumber: 220216
..
Phone: [phone] Client: Marie Peedin Page 1
Test Well: SB-18 Slug Test: SB-1B (Test #2)
Test Well: SB-1 B
Depth to Static W L: 2.77 [ftj
Casing radius:
0.083 [ft)
Location:
Montague Rd/421 Currie
Boring radius:
0,343 [fi]
j
Recorded by:
JZ
Screen length:
1.5 [ft]
Daie:
.
411912022
Aquifer ����.���
q ' Thickness:
� .
6.23 (ft]
.. ..
.
Time �sj
Depth to W L [ft] ..
N
Drawdown (ft]
..
..................................................®...............................................................
0.48
-2.29
70
-2.07
89
-1.88
4
20
1.70
21
-1,56
6
30
1.34
-1.43
7
_ .....
w
35 ..................
1.47 „_� ����
� ��������
......... .,oa�
30
8
40
1.56
�...,
-1.21
.
__.50 ............
65
-1.12
10
�. ,,
74
-1.03
11
55
1.82
-0.9
12
60
. ...
1.88
0.89
13
65
_„_ ���
1.95
...®_ _m ,m.
.... .... .... .,...
-0.82
01
-0.76
15
75
2.06
-0.71
17............
85
2.14
�0.133
_
��m ®®�
��� �����
18
90
2.18
0 59
19
95
.._
2,21
0
- .56
20
100
_ ._..
_
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2.24
-0.53
21
05
2.27
0 50
2 2
110
2.3
-0.47
23
115 ,,,,,,,,,
_
2a33
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44
24
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120
2.35
-0.42
25
125
2.37
0 40
26
130
2,38
0.39
27
135
2.40
-0 37
28 �. ...
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140 �,.
,42
..................... ....
0 35
29
_.
145
g.............
2.44
-0.33
30
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, .m
2.45 „ ..
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32
31
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155
2.47
30
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01,
M
M
Waterloo Hydrogeologic, Inc.
460 Philip Street - Suite 101
Waterloo, Ontario, Canada
Phone: [phone]
61UMUCTIM M, r7m,
Project', Montague Family Dollar
Number220216
Client: Made Peedin
SB- I B (Test #2) pouw er & Nce]
Tirm [s)
42 84 126
Slug Test: S13-11 B (Test #2)
Analysis Method: Bouwer & Rice
Analysis Results:
Test parameters: Test Well. SB-1 B
Casing radius: 0.083 [ft]
Screen length: 1.5 [ftj
Boring radius: 0,343 [ftj
r(eff). 0.186 [ftj
M
ME=
Aquifer Thickness:
29MMU-1
a
Evaluated by�
Evaluation Date� 4/1912022

Monitoring Well

Family Dollar
Pender County, North Carolina
13 April 2022
Logged By: Walter D. Giese, NCLSS
Monitoring Well (MW12
Murville Muck: Interstream linear sloae <1%
(Sandy, siliceous, thermic, TypicHaploauods)
Soil Description
0 — 4 inches Mixed fill material.
A: 4-13 inches Black (IOYR 2/1) loamy sand, granular friable, approximately
20% uncoated sand grains.
Bh: 13-40 inches Black to very dark gray (10YR 2/1 to 3/1) loamy sand,
granular, friable, non -expansive.
C 40 - 84 inches Black to very dark brown (1 OYR 2/1 to 2/2) sand, granular,
very friable, non -expansive.
Soil wetness condition: <12"; static water at 11"

m
am
V
U'aterfoo Aydrogeollogic, Inc.
.1,60 Philip Street - Suite 101
Waterloo, Ontario, Canada
Phone- [phone]
P7.1ug Test Analysis Report
...........
AN m1i iN�'
khmrM MM
SB-2A (Test # 1) [Bouw er & Rice�
TWM IS]
12 24 36 48
Slug Test: SB-2A (Test #11)
Analysis Method: Bouwer & Rice
Analysis Results:
Test parameters: Test Well. SB-2A
Casing radius: 0.083 [It]
Screen length: 1.5 [ft]
Boring radius: 0.343 [ftj
1.42E+l [It1d]
Aquifer Thickness:
Gravel Pack Porosity
Evaluated by!
'—�Valuation Daw 4/19/2022

14"
lm�
460 Philip Street - Suite 101
Waterloo, Ontario, Canada
Phone: [phone]B
Slug Test Analysis Report
Project: Montague Family Dollar
Number. 220216
Client., Made Peedin
S3-2A (Test #2) [Bouwer & Rice)
Mue IS)
10 20 30 40
Slug Test: SB-2A (Test #2)
Analysis Method: Bouwer & Rice
Analysis Results:
Test parameters., Test Well: SB-2A
Casing radius: 0.083 [11]
Screen length: 1.5 [it]
Baring radius: 0.343 [ft]
r(elf): O, 186 [It]
Aquifer Thickness:
................ ..............
1.63E+l [Wd]
a
Evaluated by
Zvaluatwn Dele 419)2D2,2

- 60 Philip Street - Suite 101
Waterloo, Ontario, Canada
Phone. [phone]
Slug Test Analysis Report
Project: Montague Family Dit
ollar
Number: 220216
— ---------------------
Client: Varie Peedi-i,
33-2B (Test 411) [Bouw er & Ricel
Tirre [S]
23 46 69
RZ
Slug Test: SB-213 (Test #1)
Analysis Method: Bouwer & Rice
Analysis Results:
Test parameters: Test Well: SB-2B
Casing radius- 0.083 [ft]
Screen lengft 1.5 [ft]
Boring radius: 0.343 [it]
M
Aquifer Thickness:
a
Evaluated by
Evaluation Date 411912022

Waterloo Hydrogeologic, Inc.
•1
Slug Test Data Report
460 Philip Street-Suite 101 Project: Montague Family Dollar
i-N Waterloo, Ontario, Canada Number:220216
•••••* Phone:[phone] Client: Marie Peedin Page 1
Test Well: SB-2B Slug Test: SB-2B(Test#2)
Test Well: SB-2B
Depth to Static WI.: 2,66[ft] Casing radius: 0.083[ftj
Location: Montague Rd/421 Currie Boring radius: 0.343[ft]
Recorded by: JZ Screen length: 1.5(ft]
Date: 4/19/2022 1 Aquifer Thickness: 6.09(ft]
I
Time[s] Depth to WL[ft] Drawdown[ft]
1 5 1 0.94 ,----
I
-1,72
2 10 1.31 -1.35
3 15 1.51
li -1.15
4 20 1.67
-0.99
5 25 117 -0.89
6 30 1.89 -0.77
7 35 1.95 -0.71
8 40 2,01 -0,65
1 9 45 2.09 -0.57
10 50 2.13 ,,0.53
11 55 2.18 -0.48 I
12 60 2.22 -0.44
13 65 2 26 -0.40
14 70 2.30 -0.36
15 75 2,31 -0.35
16 80 2.34 -0.32
17 85 2 35 -0.31
18 90 2.37 -0.29
19 95 2.38 -0.28
20 100 2.40 -0,26
21 105 242 -0.24
22 110 2.43 -0.23
23 115 2.44 -0.22
24 120 2.45 -0.21
25 125 2.46 -0.20

aterloo ydr01 eolo lo, nc. Slug Test Analysis Report
460 Philip Street-Suite 101 Project: Montague Family Dollar
.•••••
Waterloo, Ontario, Canada Number: 220216
am.. Phone: [phone] Client: Marie Peedin
S3-2B(Test#2) (Bouwer&Rk:e)
Ti - [s]
0 25 50 75 100 125 V 913-2B
V
V
V
V
V
V
V
V
V
V
V
1E-1 •
V
' V
Slug Test: SB-2B(Test#2)
Analysis Method: Bouwer& Rice
Analysis Results: Conductivity: 4.54E+0[Wd]
Test parameters: Test Well: SB-2B Aquifer Thickness: 6.09[ft]
Casing radius: 0.083[ft] Gravel Pack Porosity(%) 25
Screen length: 1.5[ft]
Boring radius: 0.343[ft]
Off): 0,186[ft]
Comments:
Evaluated by:
Evaluation Date 4/19/2022

M . nit . nn . - II
3

Family Dollar
Pender County, North Carolina
13 April 2022
Logged By: Walter D. Giese, NCLSS
Monitoring Well (MW) 3
Murville Muck: Interstream linear slope <1%
(Sandy, siliceous, thermic, Tvpic Haplotuods)
Soil Description
0 —4 inches Mixed fill material.
A: 4-14 inches Black (10YR 2/1) loamy sand, granular friable, approximately
20% uncoated sand grains.
Bh1: 14-64 inches Very dark brown to very dark gray (10YR 2/2 to 3/1) loamy
sand, granular, friable, non-expansive.
C: 64-84 inches Very dark brown (10YR 2/2) loamy sand/sand, granular, very
friable, non-expansive.
Soil wetness condition: <12"; static water at 8"

Waterloo Hydrogeologic, Inc. Slug Test Data Report
460 Philip Street-Suite 101 Project: Montague Family Dollar
Waterloo,Ontario,Canada Number:220216
•••••• Phone: [phone] Client: Marie Peedin Page 1
Test Well: SB-3A Slug Test: SB-3A(Test#1)
Test Well: SB-3A
Depth to Static WL: 2.75[ft] Casing radius: 0.083[ft]
Location: Montague Rd/421 Currie Boring radius: 0.343[ft]
Recorded by: JZ Screen length: 1.5[ft]
Date: 4/19/2022 Aquifer Thickness: 6.25[ft]
Time[s] Depth to WL[ft] Drawdown MI
1 5 1.21 1 -1.54
2 10 1.62 1.13
3 15 1.85 -0 90
4 20 2.04 -0.71
5 25 2.18 -0.57
6 30 2.28 -0.47
7 35 2.35 -0,40
8 40 2.41 -0.34
9 45 2 44 -0.31
10 50 2.48 -0.27
11 55 2.50 -0.25
12 60 2.52 0.23
13 65 2 53 -0.22
14 70 2.55 0.20

aterloo ydro eolo.ic, nc. Slug Test Analysis Report
I 460 Philip Street-Suite 101 Project: Montague Family Dollar
,,,•••••
Waterloo, Ontario, Canada Number: 220216
..•••• Phone:[phone] Client: Marie Peedin
98.3A(Test#1)18ouw er&nee)
T [s]
0 14 28 42 66 70 SB]3A
0
IF
1E0 -
Slue Test: SB-3A(Test#1)
Analysis Method: Bouwer&Rice
Analysis Results: Conductivity; 1.06E+1 [ft!)
Test parameters: Test Well: SB-3A Aquifer Thickness: 6.25[ft]
Casing radius: 0.083[ft] Gravel Pack Porosity(%) 25
Screen length: 1.5[ft]
Boring radius: 0.343[ft]
nett): 0.186[ft]
Comments:
Evaluated by.
Evaluation Date 4/19/204

Waterloo Hy g gInc.
droeoloic, Inc
-1111111111 Slug Test Data Report
ri...„5 46a0t erlo Philip Ontario,
Street i,0,-,c Suai tnea Canada
Gal NNumber: 2M2o 0n2taig6ue Family Dollar
•••• ••
W
-1,-
••••,* Phone:[phone] Client: Made Peedin Page 1
Test Well: SB-3A Slug Test: SB-3A(Test#2)
Test Well: SB-3A
Depth to Static WL: 2.72[ft] Casing radius: 0.083[ft]
Location: Montague Rd/421 Currie Boring radius: 0.343[ft]
Recorded by: JZ I Screen length: 1.5[ft]
Date: 4/19/2022 Aquifer Thickness: 6.25[ft]
Time[s] Depth to WL[ft] Drawdown[ft]
1 5 1 1.20 -1.52
2 10 1.62 -1.10
3 16 1.84 -0.88
4 20 2.02 -0.70
5 25 2.16 -0.56
6 30 2.23 -0.49
7 35 2 30 -0.42
8 40 2 36 -0.36
9 45 2.39 -0.33
10 50 2.42 -0.30 i
11 55 2 45 -0.27
12 60 2.46 -0 26
13 65 2.48 -0 24
14 70 2.50 -0 22
15 75 2.51 -0 21
16 80 2.52
-0 20
17 85 2.53 -0.19
18 90 2 54 -0 18
19 95 2.55 -0.17

N
Hw
i
Waterloo Hydrogeologic, Inc-
460 Philip Street - Suite 101
Waterloo, Ontario, Canada
Phone: [phone]
60
Project. Montague Family Dollar
Number: 220216
Client: Marie Peedin
SB-3A (Test #2) [Bouw er & Rice]
Tffe [s]
19 38
Slug Test: SB-3A (Test #2)
Analysis Method: Bouwer & Rice
Analysis Results:
Test parameters: Test Well: SB-3A
Casing radius: 0.083 [it]
Screen length: 1.5 [ft]
Boring radius: 0.343 [ft]
57 76
Aquifer Thickness-
EvWualed by-.
EvWualion Date: 411912022

Tr-1 Waterloo Hydrogeologic, Inc. slug Test Data Report
•
460 Philip Street-Suite 101 Project Montague Family Dollar
•••••
Waterloo,Ontario, Canada Number: 220216
Phone:[phone] Client: Marie Peedin Page 1
Test Well: SB-3B Slug Test: SB-3B(Test#1)
Test Well: SB-3B
Depth to Static WL: 2.74[ft] Casing radius: 0.083[ft]
Location: Montague Rd/421 Currie Boring radius: 0.343[ft]
Recorded by: JZ Screen length: 1.5[ft]
Date: 4/19/2022 Aquifer Thickness: 6,26 1ft]
_,..,
Time is] Depth to WL Rh Drawdown Lit]
1 5 0.67 -2.07
2 10 0.89 -1.85
3 15 1.02 -1.72
4 20 1 12 -1 62
6 25 1.25 -1.49
6 30 1.34 .1.40
7 35 1.41
-1.33
8 40 1.48 -1.26
9 45 1.54
[ -1.20
10 50 1.60 -1.14
11 55 1.64 -1.10
12 60 1,70 -1 04
13 65 1,74 -1.00
14 70 1.78 -0.96
15 75 1.81 -0,93
16 80 1.84 -0.90
17 85 1.88 -0.86
18 90 1.91 -0.83
19 96 1 95 -0.79
20 100 1.97 -0.77
21 105 2,01 -0.73
22 110 2,03 -0.71
23 115 2.07 -0.67
24 120 2.09 -0.65
25 125 2.10 -0.64
26 130 2.12 -0.62
27 135
/- 2.15 -0.59 .
28 140 2.17 -0.67
29 145 2.19 -0.55
30 150 2.20 -0.54
31 155 2.23 -0 51

01 Waterloo Hydrogeologic, Inc. Slug Test Data Report
460 Philip Street-Suite 101 I Project: Montague Family Dollar
.••••• riNs, Waterloo, Ontario, Canada Number: 220216
—V-
••••.. Phone:[phone] Client: Mane Peedin 1 Page 2
Test Well: SB-3B Slug Test: SB-3B(Test#1)
] Test Well: SB-3B
Depth to Static WL: 2.74[ft] Casing radius: 0.083[ft]
Location: Montague Rd/421 Currie Boring radius: 0.343[ft]
Recorded by: JZ Screen length: 1.5[ft]
Date: 4/19/2022 Aquifer Thickness: 6.26[ft]
Time[s] Depth to WL[ft] Drawdown[ft]
32 160 2.24 -0.50
33 r— .I
165 2.25 1 -0.49
34 170 2,27 i -0.47
35 175 2.29 -0,45
4.
36 180 2.30 -0.44
37 185 2.31 -0 43
38 190 2 31 -043
39 195 2.33 -0.41
40 200 2.35 -0.39
41 205 2.35 -0 39
42 210 2.37 -0.37
43 215 2.38 -0.36

aterloo ydrogeologic, Inc. Slug Test Analysis Report
460 Philip Street-Suite 101 Project. Montague Family Dollar
••••••
Waterloo, Ontario, Canada Number 220216
Phone: [phone] Client: Marie Peedin
SB-3B(Test#1)(Bouwer&Fice]
'Ti - [s]
0 43 86 129 172 215 X SB3B
X
X
X
X
X
X
Xx
Xx
4
—441
Slug Test: SB-3B(Test#1)
Analysis Method: Bouwer&Rice
Analysis Results: Conductivity: 2.06E+0[ftifd]
Test parameters: Test Well: SB-3B Aquifer Thickness: 6.26[ft]
Casing radius: 0.083[ft] Gravel Pack Porosity(%) 25
Screen length: 1.5[ft]
Boring radius: 0.343[ft]
r(eff): 0.186[ft]
Comments:
Evaluated by
Evaluabon Date 4119+2022

j--1 Waterloo Hydrogeologic, Inc. Slug Test Data Report
460 Philip Street-Suite 101 Project: Montague Family Dollar
•••••• 1-1"... Waterloo, Ontario,Canada Number: 220216
1-1,--
•.00'.. Phone:[phone] Client: Marie Peedin Page 1
Test Well: SB-3B Slug Test: SB-3B(Test#2)
Test Well: SB-3B
Depth to Static WL: 2.74[ft] Casing radius: 0.083[ft]
Location: Montague Rd/421 Currie Boring radius: 0.343[ft]
Recorded by: JZ Screen length: 1.5[ft]
Date: 4/1912022 Aquifer Thickness: 6.26[ft]
Time[s] Depth to WL[ft] Drawdown[ft]
1 5 0.53 -2.21
2 10 0.68 -2.06
3 15 0.82 -1,92
4 20 097 -1.77
5 25 1.08 -1.66
6 30 115 -1.59
7 35 1.23 -1.51
8 40 1.31 -1.43
9 45 138 -1.36
10 50 1.44 -1.30
11 55 1.50 -1.24
12 60 1.55 -1.19
13 65 1.60 -1.14
14 70 1.65 -1.09
15 75 1.69 -1.05
16 80 1.73 -1.01
17 85 1.77 -0.97
18 90 1.80 -0.94
19 95 1.84 -0.90
20 100 1.88 -0.86
21 105 1 90 -0.84
22 110 1 93 -0.81
23 115 1.96 -0.78
24 120 1.98 -0.76
25 125 2.01 -0 73
26 130 2 04 -0 70
27 135 2.07 -0.67
28 140 2 09 -0.65
29 145 2.11 -0,63
30 150 2.13 -0.61
31 155 215 -0 59 I

Waterloo Hydrogeologic, Inc. Slug Test Data Report
460 Philip Street-Suite 101 Project: Montague Family Dollar
••••••
Waterloo, Ontario,Canada Number: 220216
•••••• Phone:[phone] Client: Marie Peedin Page 2
...
Test Well: SB-3B Slug Test: SB-3B(Test#2)
Test Well: SB3B
Depth to Static WL: 2.74[ft] Casing radius: 0.083[ft]
Location: Montague Rd/421 Currie Boring radius: 0.343[ft]
Recorded by: JZ Screen length: 1.5[ft]
Date: 4/19/2022 Aquifer Thickness: 6.26[ft]
Time[s] Depth to WL[ft] Drawdown[ft]
32 160 2.17 -0,57
33 165 2.19 -0.55
34 170 2.21 -0.53
35 175 2.22 -0.52
36 180 224 1, -0.50
37 185 225
36 190 2.27 -0.47
39 195 2 28 -046
40 200 2,30 -0.44
41 205 2.32 0 42
1 42 210 2.33 -0.41
43 215 2.34 -0.40
44 220 2.35 -0.39
45 225 2.36 -0.38
46 230 2.37 -0.37
47 235 2.38 -0.36
48 240 2.40 -0.34
49 245 2.40
-0.34
SO 250 2.41 -0.33
51 255 2.42 -0.32
52 260 2,43 -C1.31
53 265 2.44 -0.30
54 270 2.45 I
i -0,29
55 275 2.46 -0.28
56 280 2.47 -0.27
57 285 2 48 -0.26
i
58 290 2,48 -0.26
59 295 2.50 III -0,24
60 300 2.51 -0.23
61 305 2.51 -0.23
62 310 2,52 -0 22

Slug
Waterloo
Hydrogeologic, Inc. .... TestReport
Philip StreetSuite0Project:
Family
Dollar
..:... ... .• : Waterloo, Ontario, Canada Number: 220216
......
Phone: [phone] Client:, Marie Peedin Page 3
Test Well: SB-3B Slug Test: SB-3B(Test#2)
_... .. ....., . . _ _._. _._. _.. .Test Well:
SB-3B
Depth to Static WL: 2.74fit) Casing [II]
radius: 0.083
Location: Montague Rd/421 Currie Boring radius:
. � mm
0.343[ft]
Recorded by;. JZ Screen length: 1®5[ft]
Date: 4/19/2022 Aquifer T
hickness: 6.26[ft]
Time[el Depth to WI[tt] ]....
Drawdown tt
53 315 2.53 0 21
320 2.54 -0.20

Waterloo Hydrogeologic, Inc. Slug Test Analysis Report
460 Philip Street- Suite 101 Project, Montague Family Collar
Waterloo, Ontario, Canada Number: 220216
...... % Phone:[phone]Client: Marie Peedin
SB-313(Test#2)[Bouw or& •i e]
T ,,[s]
0 64 128 192 256 320 q4c, 38g36
X
4/0
s.
s
1
1 E-1
•
Slua Test: SB-3B(Test#2)
Analysis Method: Bouwer& Rice
Analysis Results: Conductivity: 1.87E+0[ft/d]
Test parameters: Test Well: SB-3B Aquifer Thickness: 6.26 Itt)
Casing radius: 0.083[ft] Gravel Pack Porosity(%) 25
Screen length: 1, [ft]
Boring radius: 0.343[ft]
r(eff): 0.186[ft]
Comments:
Evaluated by°
Evaluation Date 4/19t2O Z

i • • ' n • IX
•
•
• Quick Water Balance
• Plant Available Nitrogen
Calculations
• Phosphorus Loading Calculations
with Daily Design Flow
Calculations.
• Realistic Yield Expectations
• Predictive Soil Report (Soil Fertility)

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Plant Available Nitrogen (PAN)
The wastewater proposed to be irrigated contains the following characteristics:
TKN: 4 mg/I
Ammonia: 1 mg/I
Nitrate: 3 mg/I
Nitrite: 3 mg/I
Phosphorus: 3 mg/I
Areas 1
Hydraulic loading rate of 1.36 inches/week or 70.8 inches/year(limiting flow rate-
Phosphorus).
Assuming a mineralization rate of 0.20 for aerobic treatment units.
Assuming a volatilization rate of 0.20 for surface drip application.
PAN = [MR x (TKN - NH3)] + [(1 - VR) x (NH3)] + [NO3 + NO2]
PAN = [(0.20) x (4 - 1)] + [(1 - 0.2) x (1)] + [3+ 3]
PAN = [(0.20) x (3)] + [(0.8) x (1)] + [6]
PAN = (0.60) + (0.8) + (6)
PAN = 7.4 mg/I
Convert mg/I to pounds
Pounds = concentration in (mg/I) x flow (million gallons per day) X 8.34 lbs/gallon
Flow = (70.8 in/yr/acre) x (27,152 gallons/acre-inch) x (1 acre) = 1,922,361 gallons/acre
Lbs PAN/acre = (7.4 mg/I PAN) x (1.92 mg/acre) x (8.34 lbs/gallon)
= 118.5 lbs/acre PAN

PHOSPHORUS (P) LOADING
The wastewater proposed to be irrigated contains the following characteristics:
TKN: 4 mg/I
Ammonia: 1 mg/I
Nitrate: 3 mg/I
Nitrite: 3 mg/I
Phosphorus: 3 mg/I
Areas 1
Hydraulic loading rate of 1.36 inches/week or 70.8 inches/year.
P Loading (lbs/acre/year) = concentration (mg/I) x AHLR (in/yr) x 0.226 lbs/acre-inch
mg/I
P Loading (lbs/acre/year) = 3 mg/I x 70.8 in/yr x 0.226 lbs/acre-inch
mg/I
= 48 lbs P/acre/year
DAILY DESIGN FLOW
Hydraulic loading rate of 1.36 inches/week
27,152 gallons per acre/inch
1.36 inches/week/7 = 0.19 inches/day.
0.19 inches/day x 27,152 = 4848.6 gallons/day (1 acre)
5275.2 gal/day (1 acre) x 0.08 acres = 422 gallons per day
422 gal/day
Daily Design Flow: 200 gal/day.

4128122-,10:45 AM Realistic Yield Expectations for North Carolina Soils
SIAE� ���hhplIhidhill I NdP�� EXTENSION U/www.ces.ncsu.edu)
h"hVlVol�
Realistic Yield Expectations for North Carolina
Soils
The North Carolina Realistic Yield Database is the product of an extensive data gathering and
review process conducted by NC State University, the Natural Resource Conservation Service,
the North Carolina Department of Agriculture and Consumer Services, and the North Carolina
Division of Soil and Water Conservation.
Read More
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Start Here
1.SELECT A COUNTY:
P
C
,,,,,,nder....County' N m,, .,,. .................................... w ,,, _ . ,....................._
2.SELECT YOUR SOIL:
https•//realisticyields.ces,ncsu,edu 14+4

4/28/22, 1045 AM Realistic Yield Expectations for North Carolina Soils
e muck
SLOPE
Use Representative Slope Typical of the Soil Map Unit
Use My Slope: 10-;
1111,11 ',,
REALISTIC ESTIMATED
NITROGEN NITROGEN PHOSPORHUS
YIELD FACTOR RATE REMOVAL
CROP ' st jr (LBS/ACRE) (LBS
P205/ACRE)
♦t 1.1.
Bahiagrass (Hay) 2.3 Tons 46 104 26
Barley (Grain) 47 1.51 71 18
Bushels
Caucasion/Old World Bluestem
(Hay) 2.5 Tons 46 115 30
Common Bermudagrass (Hay) 2.3 Tons 46 104 27
Corn (Grain) 132 0.73 96 58
Bushels
Corn (Silage) 0 Tons 11.1 0 0
Cotton 575 0.08 46 12
Pounds
Dallisgrass (Hay) 2.3 Tons 46 104 29
Fescue (Hay) 3 Tons 46 138 47
Hybrid Bermudagrass (Hay) 3 Tons 46 138 37
Hybrid Bermudagrass overseeded
with Rescuegrass (Hay) 3.5 Tons 46 fil , .; 48
Mixed Cool Season Grass (Hay) 2 Tons 46 92 28
Oats (Grain) 60 1.17 70 15
Bushels
https://realisticyieids.ces.ncsu.edu 2/4

4/28/22,10:45 AM Realistic Yield Expectations for North Carolina Soils
REALISTIC ESTIMATED
NITROGEN NITROGEN PHOSPORHUS
YIELD FACTOR RATE REMOVAL
CROP 4 (LBS
t 1t (LBS/ACRE) P205/ACRE)
-it 4
i IGJLuuyiaao tiI lay/ 1.J 1V11.5 YV VJ I /
Rye (Grain) 35 2.09 73 12
Bushels
Small Grain (Silage) 7 Tons 11.4 80 38
Sorghum (Grain) 40 CWT 1.78 71 30
Sorghum (Silage) 0 Tons 7.8 0 0
Sorghum Sudan (Hay) 3 Tons 51 153 42
Soybeans (Double Cropped - 25 3.91 98 20
Manured) Bushels
Soybeans (Double Cropped) 25 0 0 20
Bushels
Soybeans (Full Season - Manured) 30 3.91 117 24
Bushels
Soybeans (Full Season) 30 0 0 24
Bushels
Timothy Grass (Hay) 0 Tons 46 0 0
Tobacco (Burley) 0 Pounds 0.06 0 0
Tobacco (Flue Cured) 1800 0.03 54 9
Pounds
Triticale (Grain) 49 1.53 75 16
Bushels
Tropical Corn (Silage) 0 Tons 6.7 0 0
Wheat (Grain) 80 0.91 73 40
Bushels
https:Ilrealisticyields.ces.ncsu,edu /4

4128122,10:45 AM Realistic Yield Expectations for North Carolina Soils
The NC Interagency Nutrient Management Committee (http://nutrients.soil.ncsu.edu/) is
responsible for the development and maintenance of the Realistic Yield reporting tool.
© 2022 NC State University
The information contained herein is provided'as is'as a public service with the understanding that NC State University makes
no warranties of any kind,express or implied, regarding the accuracy,adequacy,validity, reliability, availability or completeness
as to the information and NC State shall not be liable for any direct,indirect, consequential, special or other damages incurred
by recipient from its use or misuse of the information on this site, The INMC is not responsible for providing periodic updates to
the recipients for this information/data.While the information contained within the site is periodically updated, no guarantee is
given that the information provided in this site is correct, complete,and up-to-date. NC State makes no representation or
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avoidance of such infringement in the use of the information on this site shall remain your responsibility. NC State University
and the DNMC do not endorse any product or service that utilizes the data provided.
Download This Dataset Vrye-datatables-feb-2020.zip)
Vrye-datatables-feb-2020.z i p)
Vrye-datatables-feb-2020.zip)
Vrye-datatables-feb-2020.zi p)
Vrye-datatables feb-2020.zip)
Vrye-datatables-feb-2020.zip)
https://realisticylelds,ces.ncsu.edu 414

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ARM Project: 220216
Fill System Detail Page 1 of 2
1) Length of Fill 132 ft.
2) Width of Fill 54 ft.
3) Total Fill Area 7128 sq.ft.
4) Depth of Sand 24 In.
5) Depth of Cover N/A in.
II. Site Preparation
A. Place flags at the 4 corners of the fill area as designed on the Site Plan. Failure to place
fill in the permitted area may result in the fill having to be moved or The permit
revoked.
B. Do not work when the site is wet. Working on soil when wet can destroy soil
structure.
C. Remove all above ground vegetation and root may from area to be filled without
removing topsoil. Removal of soil can result in revocation of the permit.
D. Disk the area to be filled to depth of 6 inches to break up root mat.
III. Placement Fill
A. Add 3 to 4 inches of approved sand fill to area and disk again thoroughly mix the
original soil and the fill.Approved sand fill is a sand or loamy land.
B. Add more sand fill to achieve a uniform height of 24 " (see ID on diagram) in the
middle of the fill area.
C. The fill shall be tapered from the top edge of the fill to the ground surface 6 feet
from the boundary of the fill area, The top edge of fill is located 5 feet from the
proposed trenches.
D. Contact Applied Resource Management for a inspection of fill after mound has been
constructed.
IV. Final Landscaping of Fill System
A. The fill must be shaped to shed surface water and shall be stabilized with grass or
other suitable cover to prevent erosion.
B. Vegetation must be maintained once established. Grass must be mowed.
C. Additional fill beyond what has already been specified may be necessary to cover and
landscape around the septic tank.
D. Call Applied Resource Management for inspection after landscaping had been
completed. The authorized permit allowing use of the system will be issued at the
same time.

Pry,"I '_;" 220.216
PACE 2 OF 2
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TECHNICAL SPECIFICATIONS FOR
FAMILY DOLLAR WWTF - CURRIE
Crr
1 •
Crm.:01, • +
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PREPARED FOR: �itio11101‘
CEDAR RUN CAPITAL, LLC
2405-F NASH STREET
WILSON, NORTH CAROLINA 27896
PREPARED BY:
&C E
8020 TOWER POINT DRIVE
CHARLOTTE, NC 28227
[phone]
McKim & Creed Project No. 08721-0001
N.C. License No. F-1222

Table of Contents
FAMILY DOLLAR WWTP- CURRIE
PAGES
DIVISION 2 —SITEWORK
02230 Sitework 1 —2
02300 Earthwork 1 —4
02320 Seeding and Turfing 1 —3
02500 Piping 1 —3
DIVISION 11 —EQUIPMENT
11000 Treatment Units 1 —8
11200 Drip Irrigation Disposal System 1 —3
11250 Drip Irrigation System 1 —3
11300 Rain Sensor 1 — 1
FAMILY DOLLAR WWTF-CURRIE 00001 -1
08721-00012 MAY 2022

SECTION 02230—SITEWORK
1.01 GENERAL
This section includes the clearing and grubbing of all required construction areas together with
disposal of materials, site preparation, and clean up as specified herein.
1.02 SITE PREPARATION
A. EXISTING FACILITIES: The Contractor(s) shall provide protection for all existing
structures, buildings, and utilities against all construction activity. The Contractor(s) shall
protect and preserve the Owner harmless against damage and claims resulting from these
activities.
B. TRAFFIC FLOW AND CONTINUANCE OF SERVICES: The work shall be arranged in a
manner that will cause a minimum of disturbance to vehicular and pedestrian traffic.
Adequate egress and ingress to both private and public property shall be provided by the
Contractor during all stages of construction. Without written approval from the owner and
utility company, existing services shall not be interrupted by the construction work.
1.03 PRELIMINARY WORK
A. RIGHT-OF-WAYS: Adequate working space shall be cleared along the working area and
space shall be provided for control stakes and hubs. Trees and permanent structures not
located within the work area shall be removed only as directed.
B. PROTECTION OF PRIVATE PROPERTY: The Contractor shall provide protection for
privately owned trees and shrubs bordering the work area and shall take full responsibility
for any damage that does occur.
1.04 CLEARING AND GRUBBING
Clearing and grubbing shall be performed in areas indicated and where required for construction.
It shall include the complete removal and disposal of all brush, weed, timber, stumps, rubbish,
and all other obstructions. All such material shall be removed to a depth of at least one foot
below finished grade. In clearing and grubbing areas where excavation is done, all timber, roots,
or stumps removed that are exposed by said excavation shall be removed to a depth of two feet
below the excavated surface.
Clearing and grubbing operations shall be completed sufficiently in advance of grading
operations as may be necessary to prevent any of the debris from the clearing and grubbing
operations from interfering with the excavation, embankinent, or other operations. The work
shall be performed in a manner that will cause a minimum of soil erosion. The Contractor shall
perform such erosion control work, temporary or permanent, as may be necessary in order to
satisfactorily minimize erosion resulting from clearing and grubbing operations.
1.05 DISPOSAL OF CLEARED AND GRUBBED MATERIAL
All refuse from the clearing and grubbing operation shall be disposed of either by burning or
removal to a dump area that is approved by the Owner. The Contractor shall obtain a burning
Family Dollar WWTF-Currie TS-1
Technical Specifications

permit from the fire chief having jurisdiction before any burning is started. Burning, if approved,
shall be done in such manner that it does not create hazards such as damage to existing structures,
trees and vegetation, interference with traffic and construction in progress, or create nuisance to
adjacent property owners. When the construction site is outside the city limits and burning is
required, proper pennits shall be obtained from the town, county or state officials. All disposals
by burning shall be kept under constant supervision until all fires have been extinguished and all
burning shall comply with all state and local laws relative to the building of fires.
Family Dollar WWTF-Currie TS-2
Technical Specifications

SECTION 02300—EARTHWORK
1.01 GENERAL
The work in this Section covers the furnishing of all labor, equipment and materials required to
complete all excavation, backfilling, sheeting and shoring, dewatering, compacting, and disposal
of excavated material to complete the work as indicated on the drawings and specified herein, and
as directed by the Engineer. Provisions of this Section shall apply to all pipe work and all work
shall be in accordance with the North Carolina Sedimentation Pollution Control Act and be
performed with requirements of local and state codes, with requirements of OSHA, and in
accordance with federal requirements. Subsurface investigation, boring plan and logs are included
in the Contract Specifications for information purposes only.
1.02 CHARACTER OF EXCAVATED MATERIAL
Since soils vary widely within the project area the Contractor shall be responsible to satisfy
himself as to the nature of material that will be encountered during the course of the project. The
submission of a Proposal shall be conclusive evidence that the Contractor has investigated the site
and is satisfied as to the conditions to be encountered, as to the character, quality, and quantities
of work to be performed and materials to be furnished, and as to the requirements of the Contract
Documents. All excavation shall be unclassified regardless of the material encountered.
1.03 EXISTING UTILITIES
Existing underground utilities and structures that are indicated on the drawings shall be located by
the Contractor before any earthwork operations are begun in order to avoid conflicts and costly
repairs of any utility. If utilities are to remain in place, adequate means of protection shall be
provided during earthwork operations.
Where unforeseen or incorrectly located utilities are encountered during excavation, the Engineer
or his representative must be informed immediately for conflict resolution. Where it is impossible
to avoid conflict with existing utilities, the new construction shall be performed in a manner that
will cause the least amount of interruption to the existing facility. The Contractor shall cooperate
with the Owner, and public and private utility companies in keeping their respective services and
facilities in operation.
1.04 PROTECTION OF PERSONS AND PROPERTY
The Contractor shall barricade open excavations occurring as part of this work and post with
warnings. Protect structures, utilities, sidewalks, pavements and other facilities from damage
caused by settlement, lateral movement, undermining, washout and other hazards created by
earthwork operations.
Any settlement in backfill, fill, or in structures built over the backfill or fill, which may occur
within the one year warranty period in the General Conditions will be considered to be caused by
improper compaction methods and shall be corrected at the Contractor's sole expense. Also, any
structures damaged by settlement shall be restored to their original condition by the Contractor at
his sole expense.
Family Dollar WWTF-Currie TS-3
Technical Specifications

1.05 DEWATERING
Pumping equipment shall be provided and employed to prevent water and subsurface or
groundwater from accumulating or flowing into excavations and from flooding the project site
and surrounding area. Do not allow water to accumulate in excavations. Remove water to prevent
the softening of foundation bottoms, undercutting footings, and soil changes detrimental to
stability of subgrades and foundations. Provide and maintain pumps, sumps, suction and
discharge lines, and other dewatering system components necessary to convey water away from
the excavations. The disposal of conveyed water shall be diverted in such a manner that the
natural drainage of the area shall not be disturbed. All gutters, drains, sewers, storm drains and
culverts shall be kept clean from surface drainage. The cost(s) of providing dewatering system(s)
are to be incidental to the construction of the storage basin improvements and shall be included in
the lump sum bid. Dewatering operations shall be in accordance with the Sedimentation
Pollution Control Act.
1.06 SOIL EROSION
The Contractor shall be responsible for prevention of soil erosion during construction to the
maximum extent possible to comply with all applicable North Carolina soil erosion laws and
regulations. The Engineer may limit the surface area or erodible earth material exposed by
clearing and grubbing, excavation or borrow and fill operations; and to require immediate
installation of temporary pollution control measures to prevent contamination of adjacent streams
or other watercourses, lakes, or ponds. The Engineer's authority to order such work will be used
for situations not foreseen by the plans and specifications.
In case of repeated failures on the part of the Contractor to control erosion/pollution, right is
reserved by the Engineer to employ outside assistance to provide the necessary corrective
measures. Such incurred costs, plus related engineering costs, will be charged to the Contractor
and appropriate deductions made from the Contractor's progress payments. The erosion control
features installed by the Contractor will be acceptably maintained by the Contractor during the
time that construction work is being done.
Pollutants such as fuels, lubricants, bitumens, raw sewage and other harmful materials will not be
discharged into or near rivers, streams, and impoundments or into natural or man-made channels
leading thereto. All such materials shall be disposed of in accordance with applicable regulations.
1.07 SHEETING, SHORING,AND BRACING
The Contractor shall provide sheeting and bracing where necessary to prevent movement of the
walls of excavation and/or to comply with regulations of the North Carolina Department of Labor
and the Occupational Safety and Health (OSHA) Act of 1970. Failure to adequately sheet and
brace the walls of excavations shall be at the Contractor's risk and the Contractor shall be
responsible for any damages to persons, pipelines, equipment, structures, or adjacent property
caused by movement of the walls. When sheeting is used, additional width of trench shall be
permitted to accoininodate the thickness of the sheeting and to obtain the minimum sidewall
clearance. Sheeting and Bracing are considered incidental to the construction of the drainage
improvements. The costs shall be included in the lump sum Contract Amount for the Contract
items requiring the sheeting and bracing for installation.
Family Dollar WWTF-Currie TS-4
Technical Specifications

1.08 STRIPPING
All vegetation such as brush, heavy sods, heavy growth of grass, decayed vegetable matter,
rubbish and any other unsuitable material within the proposed construction site shall be stripped
or otherwise removed prior to the placement of fill material.
1.09 EQUIPMENT
The Contractor may use any type of earth-moving, compaction and watering equipment he may
desire or has at his disposal, provided the equipment is in satisfactory condition and is of such
capacity that the construction schedule can be maintained as planned by the Contractor and as
approved by the Engineer in accordance with the total calendar days or working days scheduled
for construction. The Contractor shall furnish, operate and maintain such equipment as is
necessary to control uniform density, layers, section and smoothness of grade.
1.10 PREPARATION AND PROTECTION OF THE TOP OF THE SUBGRADE
After all drains, structures, ducts and other underground appurtenances have been completed, the
subgrade shall be compacted to the depth specified. Any irregularities or depressions that
develop under rolling shall be corrected by loosening the material at these places and adding,
removing, or replacing material until the surface is smooth and uniform. Any portion of the area
which is not accessible to a roller shall be compacted to the required density by approved
mechanical tampers. The material shall be sprinkled with water during rolling or tamping as
directed by the Engineer.
All soft and yielding material that will not readily compact when rolled or tamped shall be
removed as directed by the Engineer and replace with suitable material at the Contractor's
expense. After grading operations are complete, all loose stones larger than 2" in their greatest
dimension shall be removed from the surface of all proposed graded areas and disposed of as
directed by the Engineer.
At all times, the subgrade shall be kept in such condition that it will drain readily and effectively.
In handling materials, tools and equipment, the Contractor shall protect the subgrade from
damage and shall take other precautions as needed. In no case will vehicles be allowed to travel
in a single track. If ruts are formed, the subgrade shall be reshaped and rolled. Storage or
stockpiling of materials on top of the subgrade will not be permitted. Until the subgrade has been
checked and approved, no subbase, base, surface course or pavement shall be laid thereon.
1.11 TOPSOILING
It is the intent of these specifications that all graded areas be constructed to the lines and grades as
shown on the plans and within the tolerances specified herein. It is also the intent of these
specifications that all graded areas be established with a satisfactory turf as set forth in Section 3
—SEEDING AND TURFING.
The Contractor may at his discretion utilize topsoil retained from the grading operations to
provide a proper seedbed for the turfing operations. In embankinent areas, the Contractor may, at
his discretion, utilize topsoil to complete the top 4-inchs of the embankinent outside of the
earthen liner area. Regardless of whether or not topsoil is utilized by the Contractor, he shall be
required to establish a satisfactory turf as specified in these documents.
Family Dollar WWTF-Currie TS-5
Technical Specifications

1.12 UNSUITABLE EXCAVATED MATERIAL UNDER STRUCTURES AND YARD PIPING
If material found at the specified depths of excavation below the elevation is not suitable to
provide adequate foundation of the structure or pipe, a further depth shall be excavated and filled
with suitable material only if authorized by the Engineer. If the excavation for the structure is
below the grade as noted on the plans through Contractor error or by improper drainage or
dewatering softens the subgrade and addition excavation is required, this removal and
replacement of material will not be measured for payment.
Family Dollar WWTF-Currie TS-6
Technical Specifications

SECTION 02320—SEEDING AND TURFING
1.01 SCOPE
This section shall include the furnishing of all labor, materials, equipment and incidental items to
seed and establish a turf on all areas disturbed by the pipe laying operations or any other earth
disturbing operations. All materials shall be of the best commercial ercial quality available for the
purposes specified. Work consists of soil preparation, liming, fertilizing and seedbed preparation,
grass seeding, and mulching, complete, for all areas within limits its of grading in accord with
specifications and applicable drawings.
1.02 GRADING
Rough grading shall be done as soon as all excavation required in the area has been backfilled. The
necessary earthwork shall be accomplished to bring the existing ground to the desired finish
elevations as shown on the Contract Drawings or otherwise directed.
Fine grading shall consist of shaping the final contours for drainage and removing all large rock,
clumps of earth and waste construction material. It shall also include thorough loosening of the soil
to a depth of 6-inches by plowing, discing, harrowing or other approved methods until the area is
acceptable as suitable for subsequent seeding operations.
1.03 TOPSOIL
Areas specifically noted on the Contract Drawings shall receive a layer of topsoil of the thickness
noted and as specified herein. After the subgrade has been fine graded to the satisfaction of the
Engineer, topsoil shall be spread over the area to a uniform depth and density. The soil shall be
uniformly compacted by a light roller to a depth not less than 4-inches,unless other depths are shown
on the Plans. When finished, the surface shall conform to the finished grade shown or required and
shall have a smooth pulverized surface at the time of seeding. Any irregularities shall be corrected
before the fertilizer and seed is placed. Any settlement or displacement of the topsoil shall be
restored to the established lines and grades at the Contractor's own expense.
Topsoil removed from the excavations,which is approved by the Engineer for use, shall be placed in
the locations and to the depth shown, specified or directed. In the event the topsoil removed during
excavation is unsatisfactory or is inadequate to cover the requested areas, the Contractor shall furnish
the required quantity of satisfactory topsoil from approved sources off the site. Topsoil furnished
from areas off the site shall be a friable clay loam free from stones, roots, sticks, and other foreign
substances. Such topsoil shall pass a 1/4-inch screen. Topsoil shall not be delivered or placed in a
frozen or muddy condition.
1.04 LIME
The quality of lime and all operations in connection with furnishing this material shall comply with
the requirements of the North Carolina Department of Agriculture. During the handling and storing,
the lime shall be cared for in such a manner that it will be protected against hardening and caking.
Any hardened or caked lime shall be pulverized to its original condition before being used. No lime,
fertilizer, or seed shall be applied when the wind is strong or when the soil is extremely wet or
otherwise unworkable. No rolling shall be done if precipitation after seeding should make the
operation detrimental to the seedbed.
Family Dollar WWTF-Currie TS-7
Technical Specifications

Liming shall be done immediately after grading has reached the final "smoothing" stage, even
though actual seeding may not be done until several months later. Lime shall be used at 2 tons per
acre and shall be spread evenly by means of approved mechanical spreaders or distributors. When
lime is distributed by commercial liming dealers, sales slips showing the tonnage delivered shall be
filed with the Engineer and shall show the full tonnage required for the acres treated. Lime shall be
incorporated in the top 2 to 3 inches of soil by harrowing, disking, or other approved means. Lime
shall be agriculture grade ground dolomitic limestone. It shall contain not less than 85 percent of the
calcium and magnesium carbonates and shall be of such fineness that at least 90 percent will pass a
Number 10 sieve and at least 50 percent will pass a Number 100 sieve.
1.05 FERTILIZER
Fertilizer shall be spread not more than two weeks in advance of seeding. Fertilizer shall be of a
formula specified at the rate of 1200 pounds per acre, for 8-8-8. To assure full application rate, the
acreage in an area to be fertilized during the day shall be determined, and the required fertilizer
delivered to the area. All such fertilizer shall be protected from damage by weather or otherwise
until used. Lump fertilizer shall be thoroughly pulverized before placing in the distributor. Even
distribution shall be accomplished with approved mechanical spreaders, by spreading half of the rate
in one general direction, and the other half at right angles to the first. Within 24 hours after
spreading, the fertilizer shall be incorporated into the top 2 to 3 inches of soil by disking, harrowing
or other approved methods. Upon written approval of the Engineer a different grade of fertilizer may
be used,provided the rate of application is adjusted to provide the same amounts of plant food.
1.06 SEEDING
The quality of seed and all operations in connection with the furnishing of this material shall comply
with the requirements of the North Carolina Seed Law and regulations adopted by the North Carolina
Department of Agriculture.
Seed shall have been approved by the North Carolina Department of Agriculture or any agency
approved by the Engineer before being sown, and no seed will be accepted with a date of test more
than eight months prior to the date of sowing. Such testing, however, will not relieve the Contractor
from responsibility of furnishing and sowing seed that meets these specifications at the time of
sowing. When a low percentage of germination causes the quality of the seed to fall below the
minimum pure live seed specified, the Contractor may elect, subject to the approval of the Engineer,
to increase the rate of application sufficiently to obtain the minimum pure live seed content specified,
provided that such an increase in the rate of application does not cause the quantity of noxious weed
seed per acre or square yard, as the case may be, to exceed the quantity that would be allowable at
the regular rate of application.
During handling and storing, the seed shall be cared for in such a manner that it will be protected
from damage by heat, moisture, rodents, or other causes. lininediately following preparation of the
seedbed, the seed shall be uniformly applied by a mechanical spreader. The seed shall be raked
lightly into the surface and rolled with a light hand lawn roller weighing not more than 100 pounds
per foot of width. Seeded areas shall be sprinkled with a fine spray in such a manner as not to wash
out the seed. Seeding shall be done on a"calm"day and only with the approval of the Engineer or his
representative.
The Contractor shall water as necessary and keep all seeded areas in good condition, and re-seed if
and when necessary, until a smooth and uniform grassed area is established over the entire area
seeded and shall maintain these areas in an approved condition until final acceptance of the Contract.
Family Dollar WWTF-Currie TS-8
Technical Specifications

On slopes, the Contractor shall provide against washouts by an approved method. Any washouts
which occur shall be re-graded and re-seeded until a grass area is established.
1.07 MULCHING
Straw mulch shall be threshed plant residue of oats,wheat, rye, free from matured seed of obnoxious
weeds or other species that would grow and be detrimental to the specified grass. It shall be spread
uniformly at a rate of two (2) tons per acre in a continuous blanket over the areas specified not later
than two (2) days after seeding. Thickness of the covering shall be adequate to hold the soil but
sufficiently loose and open to favor the development of the grass.
Mulch shall be held in place by applying a sufficient amount of asphalt or other approved binding
material to assure that the mulch is properly held in place. The rate and method of application of
binding material shall meet the approval of the Engineer or his representative. Where binding
material is not applied directly with the mulch, it shall be applied immediately following the mulch
application. An extra application may be necessary in the bottom of drainage swales to prevent
erosion.
1.08 MAINTENANCE
Begin maintenance immediately after each portion of grass is planted and continue for eight (8)
weeks after all grass planting is completed. The Contractor shall be responsible for maintenance,
protection, repairing and resulting reseeding and refertilization at the end of the eight (8) week grass
maintenance period. No direct payment will be made for any maintenance.
Family Dollar WWTF-Currie TS-9
Technical Specifications

SECTION 02500—PIPING
1.01 GENERAL
The Contractor shall furnish all labor, tools, equipment, materials, supplies and other
requirements necessary for the installation of all piping, including process and drain piping, air
piping, water piping, and chemical piping, each with required wall castings and fittings for the
offsite disposal systems as described herein and shown on the plans.
1.02 MATERIALS
A. DUCTILE IRON PIPE
Ductile iron shall conform to ASTM Specification A 536, latest revision, GR, 60-42-10.
Ductile iron pipe shall conform to Federal Specifications WW-P-41c, Type II, push-on
joints; Type III, mechanical joints. Each joint of pipe shall be conspicuously marked on
the outside of the barrel to readily identify it from cast iron. Thickness class shall be as
required by ANSI A 21.51, latest revision, assuming Type I laying conditions. The
minimum thickness class for each size pipe shall be as follows: 3" & 4" — Class 51; 6"
through 54" — Class 50. All buried pipe shall be of the mechanical joint or push-on joint
type. All exposed pipe shall be of the flanged joint type. Fittings shall conform to
AWWA C110 or AWWA C153.
All buried pipe and fittings shall have an outside pipe coating of bituminous material in
accordance with the manufacturer's specifications. The final coat shall be continuous
and smooth being neither brittle when subjected to low temperatures nor sticky when
exposed to hot sun. The coating shall be strongly adherent to the pipe at all temperatures.
All exposed pipe shall have a factory applied prune coat on the exterior ready for field
painting. All pipe and fittings, both buried and exposed, shall be cement mortar lining in
accordance with ANSI/AWWA C104/A21.4 and bituminous outside coating shall be in
accordance with ANSI/AWWA C151/A21.51 for pipe and ANSI/AWWA C110/A21.10
for fittings.
All ductile iron air piping shall use FKM (Fluoroelastomer or Fluorocarbon) based
gaskets with a maximum constant temperature use 400 degrees Fahrenheit.
Mechanical joints and push-on joints shall be in accordance with AWWA C111,
incorporating rubber gaskets and shall be watertight. Bolted mechanical joints shall be
utilized under all concrete structures unless otherwise noted on the drawings. With
mechanical joints, the surfaces to be in contact with the rubber gasket shall be brushed
with soapy water to remove all sand and grit prior to making the joint. For push-on
joints, the surfaces to be in contact with the rubber gasket shall be wiped clean and dried
prior to making the joint. The lubricant to be used in making the joint shall be used in
accordance with the manufacturer's recommendations.
Restrained push-on joints and fittings shall be utilized where shown on the drawings and
shall be completely boltless. Restrained mechanical joints shall be of the manufacturer's
standard design or inegalug of ductile iron with a working pressure of a least 250 psi and
a minimum safety factor of 2:1.
Flanged joints shall be constructed of ductile iron pipe conforming to ANSI A 21.6
(AWWA C 106) screwed into flanges drilled and faced per ANSI B 16.1 for both 125 lb.
or 250 lb. working pressure. The bolts, nuts and gaskets shall be in accordance with
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Appendix A of AWWA C 115. The pipe shall extend completed through the screwed-on
flange. The flange face shall be flat and perpendicular to the pipe centerline. Bolts and
nuts shall be zinc plated. The bolts shall be of such length that when the nuts are
completely tightened, no more than % inch of the bolt, but at least the length of one full
nut shall be left protruding through the nuts.
B. PVC PLASTIC PIPE
PVC Pipe (Sewer Force Mains): PVC Pipe (for force mains) shall be SDR21 as specified
in the contract documents. The pipe shall be plainly marked with the following
information: manufacturer's name, size, material (PVC) type and grade or compound,
NSF Seal, pressure rating and reference to appropriate product standards. PVC pipe used
for construction shall comply to the following standards:
a. Standard dimension ratio-ASTM D 2241, 200 psi pipe
b. PVC Compound Material-ASTM D 1869
c. Rubber Coupling Rings- ASTM D 1599
d. Burst Pressure Test, 150 psi - ASTM D 1599, 200 psi, minimum quick burst
pressure 630 psi
e. Impact Strength -ASTM D 2444
1.03 CONSTRUCTION METHODS—GRAVITY AND FORCE MAINS
Pipe and fittings shall be laid as directed by the Engineer, and located as shown on the drawings.
The trench shall be dug to the required alignment and depth as shown on the plans or directed by
the Engineer, and only so far in advance of the pipe laying as the Engineer shall permit. The
width of the trench shall be kept at a minimum. The depth of the trench shall generally be
sufficient to allow a minimum of three feet of cover over the top of the pipe. The bottom of the
trench shall be shaped by hand and shall support the pipe for the entire length. It shall be the
responsibility of the Contractor to provide adequate bearing for all pipe lines laid in uncertain soil
conditions. If the trench bottom should be softened by flooding, rain or other causes, the
unsuitable material shall be removed and replaced with suitable material properly shaped and
tamped to grade. The use of timber or other material to support the pipe shall not be allowed.
Whenever wet or otherwise unstable material that is incapable of properly supporting the pipe,
such material shall be removed to the depth required and the trench backfilled to the proper grade
and coarse sand, fine gravel or crushed rock or other suitable approved material. Additional
excavating and backfilling performed at the written direction of the Engineer below or beyond the
lines and grades shown or specified will be paid for at the unit price included in the Bid Schedule.
Restrict measurement for excavating and backfilling to quantities required for the specified or
shown depths of excavation and for the maximum trench widths specified or shown on the plans.
1.04 TESTING METHODS
PRESSURE MAINS
After installation, PVC piping shall be tested for defective workmanship and materials by being
subjected to a hydrostatic test. All PVC piping shall be watertight and free from leaks. Each
leak, which is discovered within the correction period, shall be repaired by and at the expense of
the Contractor.
Pressure Testing: After the section of line to be tested has been filled with water, the specified
test pressure shall be applied and held during the test. The test pressure shall be measured by
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means of a tested and properly calibrated pressure gage. All defective pipe, fittings, joints,
valves and accessories shall be repaired or replaced, and all visible leaks repaired. After
completion of repairs, the pressure test shall be repeated until the pipe installation conforms to
the specified requirements and is acceptable to the Engineer.
All buried pipelines shall be pressure tested for a period of three hours.
Leakage: It is intended that all piping, whether tested after installation or not, shall be watertight
and free from visible leaks. Each leak greater than the specified limit, which is discovered within
one year after the final acceptance of the work by the Owner, shall be repaired by and at the
expense of the Contractor.
Allowable leakage in the three-hour period for buried pipelines shall not exceed that allowed by
the following formula:
L = ND (P) %, where
3700
L = Leakage (gallons per hour)
N = Number of joints
D = Nominal pipe diameter(inches)
P = Average test pressure (psig)
The hydrostatic test shall be conducted by the Contractor under the Engineer's observation. Any
defective material causing excessive leakage shall be repaired or replaced and the test repeated.
All pipe, fittings, valves, pipe joints and other pipeline material found to be defective, whether
disclosed by test after installation or otherwise, shall be replaced with new material where beyond
repair, or repaired is such procedure is permitted by the Engineer.
All PVC pipes shall be painted with water based latex paint to minimize effects of ultraviolet
degradation.
1.05 BACKFILL AND TAMPING
Backfill for pipelines shall be defined as that portion of the trench from an imaginary line or pipe
zone drawn 18" above the top of the pipe to the original ground surface. Backfilling in general
will be done with suitable excavated material. If material excavated is not suitable, special
backfill of either local suitable soil or granular materials shall be used. If the material from the
excavation is not suitable to obtain the specified compaction, the Contractor will be responsible
for the costs and finding of suitable off-site borrow material to be used for backfill. Trenches
improperly backfilled shall be reopened to the depth required for proper compaction, refilled and
compacted as specified. The compaction density tests of the backfill operations by an
independent testing lab will be as directed by the Engineer or his representative. Testing cost will
be deducted from the bid allowance shown in the bid form. The pipe zone backfill shall be
placed in 6-inch maximum layers and compacted with suitable tapers to a least 95% of standard
density as determined by AASHO Method T99.
For backfilling the remainder of the trench, the material shall be finely divided, free of stones and
debris larger than 4-inches and shall be placed in 6-inch layers. When compacting in layers each
layer must be thoroughly tamped by a mechanical tamp to meet the specified compaction density.
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SECTION 11000—TREATMENT UNITS
1.01 PRIMARY AND SECONDARY TANKS
A. GENERAL:
The manufacturer shall provide the structural design and certification to the engineer for
review. The design shall be in accordance with accepted engineering practice. Precast
concrete or fiberglass tanks shall have been designed by a registered engineer and approved
by state or local regulatory agencies, or authorities.
1. Tanks shall have Orenco (or distributor) approval for use with AdvanTex.
2. Tanks requiring deep burial (>48") or subject to truck or heavy traffic loading require
special consideration. (A minimum soil cover of 12 inches shall be used, unless
specified otherwise by manufacturer.)
3. Tanks shall be manufactured and furnished with a minimum access opening of 20
inches in diameter and of the configuration shown on the manufacturer's drawings.
Modification of completed tanks will not be permitted.
4. Inlet plumbing shall include an inlet tee which penetrates 18 inches into the liquid
from the inlet flow line. (The depth may vary depending on the tank's height; in all
cases, though, the inlet should extend to a level below the bottom of the maximum
scum depth.) The inlet plumbing shall allow for natural ventilation back through the
building sewer and vent stack.
5. Tanks shall be capable of successfully withstanding an aboveground static hydraulic
test and shall be individually tested.
6. Tanks shall be installed in strict accordance with the manufacturer's recommended
installation instructions.
B. Concrete Tanks:
1. Walls, bottom and top of reinforced concrete tanks shall be designed across the
shortest dimension using one-way slab analysis. Stresses in each face of
monolithically constructed tanks may be determined by analyzing the tank cross-
section as a continuous fixed frame.
2. The walls and bottom slab shall be poured monolithically; alternatively, water stops
may be provided.
3. Reinforcing steel shall be ASTM A-615 Grade 60, FY = 60,000 psi. Details and
placement shall be in accordance with ACI 315 and ACI 318.
4. Form release used on tank molds shall be Nox CreteTM or equal. Diesel or other
petroleum products are not acceptable.
5. Tanks shall not be moved from the manufacturing site to the job site until the tank
has cured for seven(7) days or has reached two-thirds of the design strength.
6. Tanks shall be manufactured and furnished with access openings of the size and
configuration necessary to accommodate individual packaged pump systems. For
access risers, the tank manufacturer shall cast in place a flanged tank adapter to
facilitate the bonding of an access riser. The flanged tank adapter shall be made of
1/4" thick ABS. The flanged adapter shall be Orenco Systems®, Inc. Model PRTA24,
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or PRTA30 or engineered approved equal. The adapter must have an overall height
of no less than 3 inches to allow 1-1/2" exposed for sufficient bonding area once the
adapter is pre-cast in the tank.
7. The septic tank and the top slab shall be sealed with a preformed flexible plastic
gasket. The flexible plastic gasket shall be NC approved.
8. All tankage shall be tested for leakage prior to putting into service.
C. SEPTIC TANK EFFLUENT FILTER ASSEMBLY:
All filter systems shall be supplied by a reputable manufacturer with at least five years of
experience in supplying equipment for effluent sewers. Effluent filters shall prevent particles
larger than 1/16-inch in diameter from leaving the tank. Effluent filters shall have a solid
bottom or deflecting device that prevents vertically rising solids from reaching the filtering
surface area during ebullition(sludge bulking).
1. Risers:
Risers shall be required for access to internal vaults and access into the septic tanks for
septage pumping. All risers shall be constructed watertight. The risers shall be attached
to the tanks such that a watertight seal is provided. Risers shall extend three inches (3")
above original grade to allow for settlement and to ensure positive drainage away from
the access. Risers for inspection ports shall be a minimum of 18 inches in nominal
diameter. Risers containing pumping assemblies or electrical splice boxes shall be a
minimum of 24 inches in diameter and shall be of sufficient diameter to allow removal of
internal vaults. Risers shall be a minimum of 30 inches in nominal diameter when the
depth of bury is 36 inches or greater. All other risers shall be a minimum of 24 inches in
nominal diameter and shall vary in height depending on the depth of bury on the various
tanks. Adhesive required to adhere the PVC or fiberglass risers to either fiberglass or
ABS tank adapter shall be either a two-part epoxy, Model MA320 or approved equal, or a
single component adhesive Model ADH100 or approved equal. To ensure product
compatibility, risers, lids, and attachment components shall be supplied by a single
manufacturer.
2. Inlet and Cleanout Risers:
Risers shall be ribbed PVC as manufactured by Orenco Systems®, Inc. or approved equal.
The material shall be PVC as per ASTM D-1784 and tested in accordance with AASHTO
M304M-89. The risers shall be constructed of non-corrosive material and designed to be
buried in soil. Risers shall have a minimum stiffness of 10 psi, when tested according to
ASTM D2412. Risers shall be capable of withstanding a truck wheel load (36 square
inches) of 2500 pounds for 60 minutes with a maximum vertical deflection of 1/2-inch.
Risers shall extend to 3 inches above the ground surface to allow for settlement and shall
have a minimum nominal diameter of 24 inches. See section 3 below for adhesive
requirements.
3. Outlet Risers:
Outlet risers shall be ribbed PVC as manufactured by Orenco Systems, Inc. or engineer-
approved equal. The material shall be PVC as per ASTM D-1784 and tested in
accordance with AASHTO M304M-89. The risers shall be constructed of non-corrosive
material and designed to be buried in soil. Risers shall have a minimum stiffness of 10
psi, when tested according to ASTM D2412. Risers shall be capable of withstanding a
truck wheel load (36 square inches) of 2500 pounds for 60 minutes with a maximum
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vertical deflection of 1/2-inch. Risers shall be at least 12 inches high, and shall be
factory-equipped with the following:
a. Adhesive: When bonding to concrete or fiberglass grooves, a two-part epoxy, one
pint required per 18-inch or 24-inch diameter riser and one quart required per 30-inch
diameter riser, Model ADHP10 or ADHQ10, or approved equal shall be used. When
bonding to a flanged riser tank adapter, either a two-part epoxy, Model MA320 or
approved equal, or a single component adhesive Model ADH100 or approved equal
shall be used.
4. Lids:
One lid shall be furnished with each access riser. Lids shall be Orenco Systems, Inc.
Model FL24-4B, FL3OG or engineer-approved equal, as appropriate, fiberglass with
green non-skid finish, and provided with stainless steel bolts, and wrench. Manufacturer
shall provide evidence that lids have been used successfully in continuous field service
for a minimum of five years to demonstrate long-teen integrity and suitability for the
application. Lids shall be waterproof, corrosion resistant and UV resistant. Lids shall be
flat, with no noticeable upward dome. A crown or dome of no more than 1/8-inch is
allowable. Lids shall not allow water to pond on them. Lids shall have a green non-skid
finish. Self-lubricating plastics, such as polyethylene, shall not be considered non-skid
without addition of a non-skid coating. Lids shall form a watertight seal with the top of
riser. Lids shall be capable of withstanding a truck wheel load (36 square inches) of 2500
pounds for 60 minutes with a maximum vertical deflection of 1-1/2-inch. Lids shall be
provided with tamper-resistant stainless steel fasteners and a tool for fastener removal.
Tamper-resistant fasteners include recessed drives, such as hex, Torx, and square.
Fasteners that can be removed with common screwdrivers, such as slotted and Phillips, or
fasteners that can be removed with standard tools, such as pliers or crescent wrenches, are
not considered tamper-resistant. To prevent a tripping hazard, fasteners shall not extend
above the surface of the lid.
5. Optional Components
a. Traffic bearing lid: Lids approved for H-20 Loads by the tank manufacturer may be
used in drive over locations
b. Hatch: An aluminum (or stainless steel) hatch (24" x 24") of construction standards
equal to or greater than Halliday.
b. Rigid closed-cell foam insulation of 2-inch thickness shall be mechanically attached
to the underside of the lid. All fasteners shall be made of corrosion resistant stainless
steel. The insulation shall have an R-value of no less than 10 per 2-inch increment.
6. Riser Installation:
Riser installation shall be accomplished according to the manufacturer's instructions.
7. Biotube®Effluent Filter
Orenco Systems®, Inc. Model FTPS0444-36-NC Biotube Effluent Filter or approved
equal, installed in conformance with the engineer's plans. The filter shall have a
minimum effective screen area of no less than 5.3 square feet. The Biotube cartridge
shall be made with 1/16-inch mesh polypropylene and with a solid base (to prevent solids
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from entering through the bottom during ebullition). The Biotube cartridge shall be
housed inside the PVC vault.
D. RECIRCULATION/DILUTION TANK PUMPING ASSEMBLY:
All pumping systems shall be supplied by a reputable manufacturer with at least five years of
experience in supplying equipment for effluent sewers. References must be available on
request from the engineer. Systems shall be Orenco Systems®, Inc. High-Head Pumping
Assemblies or engineer-approved equal, composed of:
1. Risers:
Risers shall be required for access to internal vaults and access into the septic tanks
for septage pumping. All risers shall be constructed watertight. The risers shall be
pre-cast to the tanks such that a watertight seal is provided. Risers shall extend three
inches (3") above original grade to allow for settlement and to ensure positive
drainage away from the access. Risers for inspection ports shall be a minimum of 18
inches in nominal diameter. Risers containing pumping assemblies or electrical
splice boxes shall be a minimum of 24 inches in diameter and shall be of sufficient
diameter to allow removal of internal vaults without removing splice boxes, etc.
Risers shall be a minimum of 30 inches in nominal diameter when the depth of bury
is 36 inches or greater. All other risers shall be a minimum of 24 inches in nominal
diameter and shall vary in height depending on the depth of bury on the various
tanks. Adhesive required to adhere the PVC or fiberglass risers to either fiberglass or
ABS tank adapter shall be either a two-part epoxy, Model MA320 or approved equal,
or a single component adhesive Model ADH100 or approved equal. To ensure
product compatibility, risers, lids, and attachment components shall be supplied by a
single manufacturer.
2. Inlet and RSV Riser:
Risers shall be ribbed PVC as manufactured by Orenco Systems, Inc. or approved
equal. The material shall be PVC as per ASTM D-1784 and tested in accordance
with AASHTO M304M-89. The risers shall be constructed of non-corrosive material
and designed to be buried in soil. Risers shall have a minimum stiffness of 10 psi,
when tested according to ASTM D2412. Risers shall be capable of withstanding a
truck wheel load (36 square inches) of 2500 pounds for 60 minutes with a maximum
vertical deflection of 1/2-inch. Risers shall extend to three inches above the ground
surface to allow for settlement and shall have a minimum nominal diameter of 30
inches. See section 4b below for adhesive requirements.
a. Inlet & Outlet Groininets: EPDM grommets shall be installed by the
manufacturer for discharge piping, to assure a watertight seal. The groimnets
shall be installed at the factory by the manufacturer of the access risers.
3. Recirculating Splitter Valve (see Alternate):
Orenco Systems®, Inc. Model RSV2U, 2 inch diameter ball valve assembly to
provide guaranteed return of treated effluent returning from filter. The ball valve is
designed to redirect 100% of flow to recirculation/dilution tank during periods of low
flow or 80 - 90% of return flow to final discharge and 10 - 20% to the
recirculation/dilution tank during periods of high flow. Must be manufactured of
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corrosion resistant PVC and rubber components and allow for easy removal using
unions. The item is patented and the engineer knows of no equivalent.
4. Outlet Risers:
Outlet risers shall be ribbed PVC as manufactured by Orenco Systems, Inc. or
engineer-approved equal. The material shall be PVC as per ASTM D-1784 and
tested in accordance with AASHTO M304M-89. The risers shall be constructed of
non-corrosive material and designed to be buried in soil. Risers shall have a
minimum stiffness of 10 psi, when tested according to ASTM D2412. Risers shall be
capable of withstanding a truck wheel load (36 square inches) of 2500 pounds for 60
minutes with a maximum vertical deflection of 1/2-inch. Risers shall be at least 12
inches high, and shall be factory-equipped with the following:
a. Adhesive: When bonding to concrete or fiberglass grooves, a two-part
epoxy, one pint required per 18-inch or 24-inch diameter riser and one quart
required per 30-inch diameter riser, Model ADHP10 or ADHQ10, or
approved equal shall be used. When bonding to a flanged riser tank adapter,
either a two-part epoxy, Model MA320 or approved equal, or a single
component adhesive Model ADH100 or approved equal shall be used.
5. Lids:
One lid shall be furnished with each access riser. Lids shall be Orenco Systems, Inc.
Model FL24-4B, FL3OG or engineer-approved equal, as appropriate, fiberglass with
green non-skid finish, and provided with stainless steel bolts, and wrench.
Manufacturer shall provide evidence that lids have been used successfully in
continuous field service for a minimum of five years to demonstrate long-teen
integrity and suitability for the application. Lids shall be waterproof, corrosion
resistant and UV resistant. Lids shall be flat, with no noticeable upward dome. A
crown or dome of no more than 1/8-inch is allowable. Lids shall not allow water to
pond on them. Lids shall have a green non-skid finish. Self-lubricating plastics, such
as polyethylene, shall not be considered non-skid without addition of a non-skid
coating. Lids shall form a watertight seal with the top of riser. Lids shall be capable
of withstanding a truck wheel load (36 square inches) of 2500 pounds for 60 minutes
with a maximum vertical deflection of 1-1/2-inch. Lids shall be provided with
tamper-resistant stainless steel fasteners and a tool for fastener removal. Tamper-
resistant fasteners include recessed drives, such as hex, Torx, and square. Fasteners
that can be removed with common screwdrivers, such as slotted and Phillips, or
fasteners that can be removed with standard tools, such as pliers or crescent
wrenches, are not considered tamper-resistant. To prevent a tripping hazard,
fasteners shall not extend above the surface of the lid.
6. Optional Components
a. Traffic bearing lid: Lids approved for H-20 Loads by the tank manufacturer
may be used in drive over locations
b. Hatch: An aluminum (or stainless steel) hatch (24" x 24") of construction
standards equal to or greater than Halliday.
c. Rigid closed-cell foam insulation of 2-inch thickness shall be mechanically
attached to the underside of the lid. All fasteners shall be made of corrosion
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resistant stainless steel. The insulation shall have an R-value of no less than
10 per 2-inch increment.
7. Riser Installation:
Riser installation shall be accomplished according to the manufacturer's instructions.
ABS Adaptors shall be cast into the concrete tank lid in the manufacturer's tank yard.
8. Pump Vault:
Orenco Systems, Inc. Model PVU Series, Universal Biotube® Pump Vault or
engineer-approved equal, installed in conformance with the engineer's plans. The
filter shall have a minimum effective screen area of no less than 20.6 square feet.
The Biotube Pump Vault shall consist of a 12-inch diameter HDPE vault with eight
(8) 2-inch diameter holes evenly spaced around the perimeter, located appropriately
to allow for maximum sludge and scum accumulation before requiring pumping
(approximately 70% of minimum liquid level). Housed inside the polyethylene vault
shall be the Biotube assembly consisting of 1/8-inch mesh polypropylene tubes.
Attached to the vault is a flow inducer to accept one or two high-head effluent
pumps.
9. Discharge Hose and Valve Assembly:
Orenco Systems®, Inc. Model HV100B, 1-inch diameter, 150 psi PVC ball valve, 150
psi PVC check valve, PVC flex hose with minimum working pressure rating of 64
psi, and Schedule 40 PVC pipe. When pumping downhill, include anti-siphon
assembly.
10. Float Switch Assembly:
Orenco Systems, Inc. Model MF3A with three switch floats mounted on a PVC stein
attached to the filter cartridge. The floats must be adjustable and must be removable
without removing the pump vault. The high- and low-level alarms, and override
on/off function shall be preset as shown in the engineer's plans. The floats shall be
UL or CSA listed and shall be rated for a minimum of 5.0A @ 120 VAC.
11. High-Head Effluent Pumps:
Must be approved for use in pump vault as described in D7. For this application, an
Orenco Systems, Inc. Model P300511, 1/2 hp, 120 VAC, single phase, 60 Hz, two-
wire motor, with 30 foot long extra heavy duty (SO) electrical cord with ground.
Pump shall be UL and CSA listed as an effluent pump. Pump shall be provided with
a non-prorated five-year warranty. Larger horsepower units are available (1 to 1-1/2
hp, 230 VAC).
12. Electrical Splice Box:
Not applicable to North Carolina Installations.
13. Controls and Alarms (see Alternate):
Controls and alarms shall be listed per UL 508. Panels shall be repairable in the field
without the use of soldering irons or substantial disassembly. Panel shall be Orenco
Systems®, Inc. Model VCOM-AXB1 UVSA control panel meeting the following:
Standard Components:
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a. Motor-Start Contactor: 115 VAC: 14 FLA, 3/4 hp, 60 Hz; 2.5
million cycles at FLA (10 million at 50% of FLA). 230 VAC: 14
FLA, 2 hp, 60 Hz; 2.5 million cycles at FLA (10 million at 50%
FLA).
b. Toggle Switch: Single-pole, double-throw MOA switch. 20 amps, 1
hp.
c. Controls Circuit Breaker: 10 amps, OFF/ON switch. Single-pole 115
VAC. DIN rail mounting with thermal magnetic tripping
characteristics.
d. Pump Circuit Breaker: 20 amps, OFF/ON switch. Single-pole 115
VAC, double-pole 230 VAC. DIN rail mounting with thermal
magnetic tripping characteristics.
e. Audio Alarm: 80 dB at 24", warble-tone sound.
f. Visual Alarm: 7/8" diameter red lens, "Push-to-silence." NEMA 4,
1-watt bulb, 115 VAC.
g. Panel Enclosure: Measures 13.51" high x 11.29" wide x 5.58" deep.
NEMA 4X rated. Constructed of UV-resistant fiberglass; hinges and
latch are stainless steel. Conduit couplings provided.
h. VCOM AXB1 UVSA Panel Ratings: 120 VAC, 1 hp, 12 amps,
single phase, 60 Hz.
i. Event Counter: 115 VAC, 6-digit, non-resettable.
j. Elapsed Time Meter: 115 VAC, 7-digit, non-resettable. Limit of
99,999 hours; accurate to 0.01 hours.
Optional Components:
a. Pump Run Light: 7/8" green lens. NEMA 4, 1-watt bulb, 115 VAC.
b. Heater: Anti-condensation heater. Self-adjusting; radiates additional wattage
as temperature drops.
14. Location:
The pump control panel shall be mounted on a post or exterior wall nearest the tank
and pump. If mounting to an exterior wall, try to select a garage or outbuilding
where the sound of the motor contactor engaging will not be noticed. If a garage or
outbuilding wall isn't available, installation should include use of sound-deadening
insulation. (Post and panel mounting assemblies are acceptable.) The control panel
shall be located within 50 feet and in sight of the pump motor or shall be provided
with a lockable disconnect switch. The panel, when possible, should be mounted in
the shade and protected from the weather. The panel should be located at a
convenient height (usually about five feet above the ground) and where it will be
accessible for maintenance.
15. Installation:
All pumping system components shall be installed in accordance with the
manufacturer's recommendations, the engineer's plans, and all state and local
regulations.
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E. ADVANTEX TREATMENT SYSTEM:
All components shall be supplied by a reputable manufacturer with at least five years of
experience in supplying equipment for onsite treatment systems. References must be available on
request from the engineer.
1. AdvanTex Treatment System:
Orenco Systems, Inc. AX20 AdvanTex Treatment System installed in conformance with the
engineer's plans. The AX20 is a packed bed filter, consists of a proprietary textile media. The
media has been specifically engineered for wastewater applications. The item is patented and
the engineer knows of no equivalent.
2. Transport Piping/Fittings:
a. All transport piping and fittings from the recirculation / dilution tank shall meet a
minimum pressure rating of Schedule 40.
b. The AdvanTex pod return lines shall be 2-inch diameter Schedule 40.
3. Installation
All AdvanTex components shall be installed in accordance with the manufacturer's
recommendations, the engineer's plans, and all state and local regulations.
F. Disinfection:
Disinfection of wastewater flow shall be accomplished by ultraviolet disinfection. Treated effluent
flows by gravity through the contact chamber and around the UV lamp where it is disinfected in a
360-degree contact zone. The lamp is protected by a teflon sleeve to minimize buildup and service
intervals. A quick disconnect fitting allows for easy inspection and unit cleaning. immersion of feed
tubes containing vertically stacked chemical tablets.
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Technical Specifications

SECTION 11200—DRIP IRRIGATION DISPOSAL SYSTEM
1.01 IRRIGATION MAIN PIPING
A. PVC Pipe (Effluent and Irrigation Force Mains)
1. PVC Pipe for force mains shall be SDR21 as specified in the contract documents. The
pipe shall be plainly marked with the following information: manufacturer's name, size,
material (PVC) type and grade or compound, NSF Seal, pressure rating and reference to
appropriate product standards. PVC pipe used for construction shall comply with the
following standards:
a. Standard dimension ratio - ASTM D 2241, 200 psi pipe SDR 21
b. PVC Compound Material- ASTM D 1869
c. Rubber Coupling Rings- ASTM D 1599
d. Burst Pressure Test, 150 psi - ASTM D 1599, 200 psi, SDR-21-minimum quick burst
pressure 630 psi
e. Impact Strength - ASTM D 2444
B. Ductile Iron Pipe (Effluent and Irrigation Force Mains)
1. Ductile Iron Pipe shall conform to the requirements of ANSI A21.51 (AWWA C151).
See plans and/or bid items for thickness classifications.
a. Joints: Mechanical ASA Specifications A21.11 (AWWA C 111). Push on single
gasket conforming to Federal Specifications WW-P-421b, Type II.
b. Pipe Lining: Cement mortar with a bituminous seal coat conforming to ANSI
A21.5 (AWWAC104).
c. Exterior Coating: Bituminous in accordance with manufacturer's specifications.
2. Conductive Trace Tape: Detection tape, 3 inches wide; aluminum foil core, 0.5 mil.
thick, encased in protective inert, plastic jacket; 5,000 psi. min. tensile strength; 2.5
pounds per inch per 1,000 feet min. weight; color coded in accordance with APWA
Uniform Color Code. Allen Systems "Detactatape," Lineguard "Type III," or Reed
Industries "Terra Tape D."
3. Ductile Iron Pipe Restrained Joint
a. The ductile iron restrained joint pipe shall be new pipe and shall conform to
ANSI A21.51 (AWWAC151).
b. The ductile iron restrained joint fittings shall be new fittings and shall conform to
ANSI A21.10 (AWWA C110). All pipe and fittings shall be cement mortar lined
conforming with ANSI A21.4 (AWWA C104), bituminous coated conforming
with ANSI A21.51 (AWWA C 151) and rated at 350 psi working pressure.
c. The pipe and fittings shall be as manufactured by Clow "SUPER-LOCK", U.S.
"TR-FLEX',American"FLEX-RING".
d. The restrained joint pipe and fittings shall be installed in strict compliance with
the manufacturers' recommendations and with the "Piping Industry Standards".
Family Dollar WWTF-Currie TS-21
Technical Specifications

1.02 FITTINGS(EFFLUENT AND IRRIGATION FORCEMAINS)
A. Ductile Iron: Ductile iron special castings or fittings shall be all mechanical joint. The
special castings or fittings shall be manufactured in strict accordance with Specifications
ANSI A21.10 (AWWA C110). Fittings 3" - 12" shall be Class 250; 14" and larger may be
Class 150.
B. Restrained Joint Fittings: The ductile iron restrained joint fittings shall be new fittings and
shall conform to ANSI A21.10 (AWWA C 110).
C. All pipe and fittings shall be cement mortar lined conforming with ANSI A21.4 (AWWA
C104), bituminous coated conforming with ANSI A21.51 (AWWA C151) and rated at 350
psi working pressure.
D. The pipe and fittings shall be Griffin "SNAP-SOK", Griffin "BOLT-LOK", American
FLEX-RING" or an approved equal.
E. All ductile iron fittings shall be lined with cement lining, commonly known as "enameling"
and have a bituminous coating both inside and out.
1.03 VALVES(EFFLUENT AND IRRIGATION FORCEMAINS):
A. Plug Valves: Gate valves shall be designed and manufactured in accordance with the
requirements of the latest revision of AWWA C-500. All valves shall be of iron body,
bronze mounted, double disc parallel seat type with non-rising stems and a 2" square
operating nut. Valves shall be manufactured with "O" Ring stein seals. Valves 16" and
larger shall have a by-pass to equalize pressure on both sides of the valve to facilitate
opening. All valves 24" and larger shall be equipped with gearing. Valve ends shall be of
the size and type required for connections to the type service line used. Standard
connections shall be push-on with gaskets for PVC pipe, or M.J. for DI pipe.
1. Pressure ratings for the valves shall be as follows:
WORKING HYDROSTATIC TEST
SIZE PRESSURE PRESSURE(SHELL)
2" - 12" 200 psi 400 psi
2. Mueller,American-Darling, or approved equal will be accepted.
3. Valve Boxes: Adjustable valve boxes shall be of equal quality and workmanship to those
manufactured by Mueller Company, or Resselaer Valve Company. Valve boxes shall be
of close-grained gray cast iron. The valve boxes shall be the two-piece screw type and
the cover or cap shall have cast on the upper surface in raised letters the word "Reclaim".
Valve boxes shall be painted with a coat of protective bituinastic paint before being
shipped from the factory. Concrete protector rings shall be placed around valve boxes.
Family Dollar WWTF-Currie TS-22
Technical Specifications

B. Butterfly Valves
1. Valves shall be specifically designed for air service and re-use water service.
2. All valves shall have a maximum of 200 PSI pressure rating and valves for air service
shall have a temperature rating of 250°F.
3. Valves shall be either wafer or lug design with cast iron body.
4. Valve disc shall have an uninterrupted 360° seating surface and shall be aluminum
bronze, ductile or cast iron with an appropriately suitable edging.
5. Shafts shall be one piece and shall be of hi-strength carbon steel with phosphate coating,
or stainless steel.
6. Shaft bearings shall be self-lubricating, and corrosion resistant.
7. Resilient type seats shall be used and shall be field replaceable without special tools.
8. Packing materials shall be either adjustable or self-adjustable and shall be suitable for the
intended temperature and service conditions.
9. Manual butterfly valves shall be provided with lever actuators or geared actuators with
hand wheels, and shall be sized appropriately for the service conditions and specific
application.
10. Lever operated valves shall latch in the open, closed, or several intennediate positions.
Family Dollar WWTF-Currie TS-23
Technical Specifications

SECTION 11250—DRIP IRRIGATION SYSTEM
A. GENERAL
1. The Drip Irrigation Effluent Utilization System shall distribute on an average,up to
260 GPD of effluent to 2 different zones from the Dosing Tank. An Irrigation
Pump will provide the pressure necessary to reach all zones. The effluent will be
evenly distributed within a zone by using pressure compensating emitters. Pressure
Reducing Valves will be used to reduce the main, sub-main, and lateral pressure to
the working pressure range required by the driplines.
2. The system will be controlled and flow to each zone measured and recorded by the
control panel.
B. Contractor shall furnish and install a Drip Irrigation System, including mains, submains and
laterals, drip emitters, all valves, flow meters, controls, and electrical power as required to
deliver the quantities of flow shown on the contract drawings or described herein.
C. All required labor,materials, and equipment shall be included.
D. Qualifications of Drip Irrigation Disposal Supplier
1. The Engineer's selection of drip irrigation system for this facility has been predicated
upon the above design criteria. The Pressure Compensating Driplines, the In-Line
Emitters, and other features shown on the contract drawings and specified herein shall be
furnished by GeoFlow, or approved equal.
2. The Irrigation Control System shall be a control panel provided by GeoFlow or approved
equal.
3. The Contractor shall offer a complete system from a U.S.A. manufacturer specializing in
the design, fabrication, and installation of factory manufactured drip irrigation systems.
4. A complete Drip Irrigation System, which is offered to meet the specific requirements of
these Specifications, shall provide all necessary engineering detail, (prepared under the
direction of a Professional Engineer registered in North Carolina,) to allow the Owner
and Engineer to determine the suitability of the entire system.
5. The Owner's decision on these matters will be final, conclusive, and binding.
6. Strict adherence to the standards of design, fabrication, erection, product quality, and
long term performance, established in this Specification will be required by the Owner
and Engineer
7. Suppliers wishing to pre-qualify shall submit the proposed Drip Irrigation System to the
Engineer/Owner for acceptance no later than 21 days prior to bid date. Such submittal
information shall include at least the following:
Family Dollar WWTF-Currie TS-24
Technical Specifications

a. Complete system component description and other manufacturers information,
including similar installations
b. Technical information on the system components including the drip emitter
layout and the control system.
c. Certification that the proposed Drip Irrigation System meets the prescribed rates
of flow delivery by zone as shown on the Contract Drawings.
8. The Engineer reserves the right to evaluate all bids based on long tern, operation, and
maintenance costs. Values to be used in this evaluation will be at the discretion of the
Engineer.
E. Submittal Drawings and Specifications
1. Construction shall be governed by the Owner's drawings and specifications showing
general dimensions and construction details, after written approval by the Engineer of
detailed erection drawings prepared by the tank bidder. There shall be no deviation from
the drawings and specifications, except upon written order from the Engineer.
2. The Contractor is required to furnish, for the approval of the Engineer and at no increase
in contract price, six (6) sets of complete specifications and construction drawings for all
work. All such submissions shall be stamped by a Registered Professional Engineer
licensed in North Carolina.
3. When approved, two (2) sets of such prints and submittal information will be returned to
the Contractor marked "APPROVED FOR CONSTRUCTION" and these drawings will
then govern for the work detailed thereon. The approval by the Engineer of the drawings
shall be an approval relating only to their general conformity with the bidding drawings
and specifications and shall not guarantee detail dimensions and quantities, which
remains the Contractor's responsibility.
4. The Drip Irrigation System manufacturer's and installing contractor's standard published
warranty shall be included with submittal information.
F. Design Criteria
1. Required Flow Rates— The following table gives the required daily flows and the design
area, the wetted area of emitters, emitter capacity, distance between emitters, flow rate of
the emitters, and the spacing of the drip lines.
2. The Contract Drawings show the limits and topography of the zones.
Distance Distance
Design Wetted Area Emitter between between Zone Design
Zone Area of Emitters Capacity Emitters Laterals Daily Flow Rate
1,904
1 SF 4 SF 0.0088 GPM 2 FT 2 FT 3.9 GPM
1,904
2 SF 4 SF 0.0088 GPM 2 FT 2 FT 3.9 GPM
Family Dollar WWTF-Currie TS-25
Technical Specifications

Irrigation Pumping System
a. Float Switch Assembly:
Orenco Systems, Inc. Model MF3A with three switch floats mounted on a PVC stem
attached to the filter cartridge. The floats must be adjustable and must be removable
without removing the pump vault. The high- and low-level alarms, and override on/off
function shall be preset as shown in the engineer's plans. The floats shall be UL or CSA
listed and shall be rated for a minimum of 5.0A @ 120 VAC.
b. High-Head Effluent Pumps:
Must be approved for use in pump vault as described in D7. For this application,
an Orenco Systems, Inc. Model P1005, 1/2 hp, 120 VAC, single phase, 60 Hz,
two-wire motor, with 30 foot long extra heavy duty (SO) electrical cord with
ground. Pump shall be UL and CSA listed as an effluent pump. Pump shall be
provided with a non-prorated five-year warranty.
Family Dollar WWTF-Currie TS-26
Technical Specifications

SECTION 11300—RAIN SENSOR
1.01 GENERAL
A. Rain sensor shall employ and electromechanical actuating device designed to cause a
circuit interrupt that temporarily disables the irrigation controller during periods of
significant rainfall. The device shall automatically restore the controller to a normal
operating condition after a period of time subsequent to the rainfall. The device shall be
suitable to be wired — normally closed — in series with the valve common and shall
include a short lead to allow wiring Normally open when necessary.
B. The device shall be of rugged construction to withstand the elements, including exposure
to UV light.
1.02 MANUFACTURERS
A. Subject to compliance with requirements, provide products by the manufacturer and
model specified.
1. Rainbird—RSD Series Rain Sensor
Family Dollar WWTF-Currie TS-27
Technical Specifications

Family Dollar
Drip Irrigation Field Design Loading Calculations
From Soil Scientist's report, maximum field loading rate = 1.36 inches/week
1.36 inches/week X(1 week/7 days)X(1 day/24 hours) = 0.0080952 inches/hour
This equates to an areal loading rate of
0.0080952 in/hour X(1 ft/12 in) = 0.0006746 ft/hour = 0.0006746 ft3/ft2/hour
0.0006746 ft3 X(7.48 gal/ft3) = 0.00505 gal/ft2/hour X(24 hours/day) = 0.1211 gal/ft2/day
Geoflow Wasteflow PC emitter flows at a rate of 0.53 gal/hour X(24 hours/day) = 12.72 gal/day
Drip hose with 2-foot emitter spacing to be laid out on 2-foot centers
b Each emitter covers an average of 4 sq. ft. of area
So the"effective"instantaneous areal loading rate = (12.72/4) gal/ft2/day
= 3.18 gal/ft2/day
3.18 gal/ft2/day X(1 ft3/7.48 gal) = 0.425 ft3/ft2/day = 0.425 ft/day
0.425 ft/day X(1 day/24 hours)X(12 in/foot) = 0.213 in/hour = instantaneous loading rate
To produce loading rate of 0.1211 gal/ft2/day,total run time must be
0.1211/3.18 = 0.038 day X(24 hours/day) = 0.914 hours = 54.84 minutes
Drip Field Sizet �, ,,
CAR ° �,
Design flow rate = 260 gal/day • � 4
At loading rate of 0.1211 gal/ft2/day,total field size is ta• S A
260 gal/day/0.1211 gal/ft2/day =2,147 ft2 W '
Available area = 3,808 ft2 //,r, `• gPgl, \,N
q
OK

Worksheet 1- Field Flow
Total field
Total 2m. rrrtiit of effluent to be disposed per day 260 gallons/day
Hydraulic harioryat a rye, 1.36 inches/week
Total Dispersal Field Po ed 3,808 square ft.
l .
n per zone
Number of Zones 2 zone(s)
Dispersal Sri L1,1 Irulua OH 1,904 square ft.
Choose Iiu u , s;p o„ :uu r a between WASTEFLOW lines 2 ft.
Choose (-m utter varAng between WASTEFLOW emit 2 ft.
Total Ilibnear ft_per zone (minimum required) 880 ft. per zone
Total number of emitters per zone 440 emitters per zone
Select Wasteflow dripline (16mm) Wasteflow PC- 1/2gph
dripline
Wasteflow Classic
Wasteflow PC- 1/2gph
Wasteflow PC- 1 gph
Pressure at the beginning of the dripfield 40 psi
Feet of Head at the beginning of the dripfield 92.4 ft,
What is the flow rate per emitter in gph? 1 0.53 gph
Dose fie per zone 3.89 gpm
Note: A few States or Counties require additional flow for flushing. Please check your local regulations.
Flush velocity calculation below is for PC bline. Classic dripline requires less flow to flush than PC.
Please refer to Geoflow°s spreadsheet"Design Flow and Flush Curves"at www.fleoflow.co or call 00-8
If required, choose Hui;:,U11 vela:iV: 1 ft/sec
How many lines of WASTEFLOW per zone? 1 lines
Fill in the actual length of longest dripline lateral 110 ft.
Flush flow required at the end of each dripline 0.74 gpm
Total Flow required to achieve flushing velocity 0.74 gpm
1"'otalf II"IIow per zone-worst case scenario 4.63 gpm
"✓,,,
.* *�
`" SEAL
r.
• Wasteflow Design Spreadsheet V.2014G " ".. 11//l,ll 'ty\ 5/17/2022

Worksheet - Pump Sizing
I ectnon I ,,, Surnu rnairk
Flow required to dose field 3.89 gpm
Flow required to flush field 0.74 gpm
Flow required to dose&flush field 4.63 gpm
Filter AP4E-1F
No. of Zones 2 zones
Zone valve HT-4402
Dripline Wasteflow PC- 1/2gph
1Dripline longest lateral 110.00 ft.
Section 2 Ft of head . Pressure
IA. Flush Hue - Losses through return line
Select Pipe from dropdown menu PVC schedule 80
Select Flush Line Diameter 1-1/2" inch
Length of return lineI
88 ft.
Equivalent length of fittings 5 ft.
9 (if0)
II Elevation change. downhill enter ' 0 ft.
Pressure loss in 100 ft of pipe 0.0089 ft. 0.00 psi
pressure dripline ressure loss from end of dri line to return tan 1 0.0083 ft. 0.00 psi
B. Dru,pnnrnc-Losses through Wasteflow dripline
ILength of longest dripline lateral 110 ft.
Minimum dosing pressure required at end of dripline 23.10 ft. 10.00 psi
Loss through dripline during flushing 1.13 ft. 0.49 psi
1 Total minimum required dripline pressure 24.23 ft. 10.49 psi
A+B. n'nnrniunanim IPiressure requured at begliniri frig of drupluelld
1 CAI..GUI A i I 0 pressure required at beginning of dri 10.49 psi
I vki i (:;lP li 1) pressure at beginning of dripfield (from +aimimi
40.00 psi
&treat fillylf=lrlll('ill:ll::) Pressure us greater than f"All....CUll...A Uhl) Poensure irepaaiiremernf Go b next step
C. Drip components -Losses through headworks
■ Filter 5.8 ft. 2.50 psi
Zone valve pressure loss (not in diagram) 4.62 ft. •
Flow meter pressure loss (not in diagram) 1.00 ft. 0.43 psi
IOther pressure losses ft.
1 Total loss through drip components 11.40 ft. 4.93 psi
D. Suipplly Illiirne-Minimum Pressure head required to get from pump tank to top of dripfield
Select Pipe from dropdown menu PVC schedule 80
Select Supply line diameter
Length of supply line
Equivalent lengthfittings
of fittin s
103 ft.
Height from pump to tank outlet
Elevation change. (if downhill enter 0)
5 ft.
6 ft.
8.5 ft.
III Pressure loss/gain in 100 ft. of pipe 0.27 ft. 0.11 psi
Total gain or loss from pump to field 14.8 ft. 6.40 psi
'Total dynamic head 118.6 ft. 51.33 psi
Pump capacity* -Field Flush Flow 4.6 gpm 51.33 psi
1Ge low,Inc. Pump seiectiontiftildislepOStaBlw 3.9 gpm 5/17/2022

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Part 1: Start -Up and Routine Maintenance
of AdvanTex° Residential
Wastewater Rvatment Systems
.�
Orenco Systems`
Incorporated
Changing the Way the
World Does Wastewater"
1-800-348-9843
www.orenco.com
wwwxericomm.net

As an authorized AdvanTex Service Provider, you play a crucial role in Orenco's AdvanTex Program.
Orenco has always advocated regular, professional servicing of all onsite systems ... not just during the
warranty period but for the life of the system. Regular servicing optimizes the treatment process and
protects the property owner's investment. It also ensures that onsite systems protect public health, protect
the environment, and are viewed as a reliable, sustainable technology.
Orenco relies on you to perform the AdvanTex system start-up, do
routine (scheduled) maintenance, and respond to calls for unscheduled
maintenance (alarm calls). We also rely on you to keep in contact with
the homeowners or property owners, review the Homeowner's Manual
with them, advise them on preventive maintenance, and work to keep the
system under a continuous service contract. Equally important, we rely
on you to keep good service records on the system, creating a "history"
of its performance.
To make your job easier, Orenco has created one of the most service -friendly and trouble -free onsite
systems on the market. Then we paired that system with a remote telemetry control panel, to allow
you to "view" the system right from your computer. And we've provided a Web -based business tool —
advantexservice.com — to help you file and retrieve system data automatically, schedule service events,
and manage service technicians.
Finally, we've provided classroom and field training, as well as support materials, like this 0&M Manual.
Please read this manual thoroughly, for up-to-date information on the best practices for system start-up
and routine maintenance. You can find information about troubleshooting in Part 2 of our 0&M Manual:
Advanced Service Tips and Troubleshooting Guide.
We're very proud of our AdvanTex Treatment System. Like all our products, it has gone through extensive
research, development, and field-testing. Then each component is built to written specifications and
subjected to quality review, before shipping. In addition, ourAXN models meet the requirements of NSF -
ANSI Standard 40 for Class I Systems. If any component of this system does not meet your expectations,
please call your authorized AdvanTex Dealer.
Thank you, in advance, for your knowledge, your conscientiousness, and your good work.
........................................................................................
AIM-OM-ATX-1, Rev. 1.0, 2/08 • Copyright Orenco Systems°, Inc. Property of Orenco Systems°, Inc. Do not reproduce or distribute without written authorization from Orenco: 800-348-9843.

AdvanTex® 0 41 M MANUAL
PART 1 : START-UP AND ROUTINE MAINTENANCE
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❑ Introduction 2 ❑ Unscheduled Field Maintenance Report 20
❑ Typical Site Plan for an AdvanTex Treatment System 4 ❑ Performing Unscheduled Maintenance 21
❑ How the AdvanTex Treatment System Works 5 • Unscheduled Maintenance Procedures 21
El Equipment List 6 • Notification of Site Condition 21
• Site Condition at Time of Call 21
❑ Start-Up Checklist 7 • Field Sampling/Observations 21
❑ Completing the Start-Up Checklist 8 • Conditions at Site 21
• System Start-Up Procedure 8 • VCOM ATRTU Board(if applicable) 21
• Planning the Start-Up 8 • Cause of Malfunction 22
• Before Leaving the Office 8 • Services Rendered 22
• At the Site 8 • Parts Used 22
• Primary Treatment 9 • Notes/Final Recommendations 22
• Secondary Treatment 10 • Final/Safety Inspection 22
• Other System Components 12 • Time/Date/Signature 22
• Control Panel 12
❑ Change of Service Provider Authorization 23
• Final/Safety Inspection 13
• Homeowner's Package 13 ❑ Changing Service Providers 24
• Back at the Office 13 ❑ Appendix 1:AX20 Timer Settings Worksheet 25
❑ Scheduled Field Maintenance Report 14 ❑ Appendix 2:Float and RSV Settings 26
❑ Performing Field Maintenance 15 • Typical RSV Levels 27
• Homeowner Communication 15 • Typical Float Levels 27
• Retrieve O&M Info 15
• Perform Field Sampling/Observations 15
• Check Control Panel 16
• Inspect/Clean Recirc Pump System 16
• Measure Sludge/Scum 17
• Inspect/Clean AdvanTex Filter 17
• Cleaning the Sheets 18
• Inspect/Clean Discharge Pump System 18
• Inspect/Service Other System Components 18
• Additional Services Rendered 18
• Final/Safety Inspection 18
• Summary/Recommendations 19
• Comments 19
Copyright Orenco Systems",Inc.Property of Orenco Systems",Inc.Do not reproduce or distribute without written authorization from Orenco:800-348-9843. • AIM-OM-ATX-1,Rev.1.0,2/08
3

AdvanTex® Oli,r.',.. ,, MANUAL
PART 1 : START—UP AND ROUTINE MAINTENANCE
\\�\\�\\�\\�\ \\\\\ \\�\\` 1111�N \�\ 1107,11II 11111 \\\ 11111111�\1\\\\\\ Trg 1NIIN
�� 11�\ \\@NI (� III@ I1VU �N NI \\\\IR1,, n�ni ",,., I n` ��a (H(m nRJ�,�,.i 1 �,.I°n�n" II ,p, \( IIc`,1,NaiN�°P u"i�1 II����b1, 1�\U�V�V������ill \hii iii,, J� UiiiV�1 �Q�����Q�������� � �����Q����ll Q ��RV�tQ� ��i �� �i���iIii, t\��V �1R��lQ���\0)RV�t1U��� ����V������� t
A
�����\����\��\
/ j /
AdvanTex®AX20 Filter Pod
'e; provides advanced secondary
1 /treatment.
House
, / __--, :
Building sewer \ '
fil !
line conveys
wastewater from Pump basin
house (on some systems)
Watertight processing tank
provides primary treatment.
Final dispersal(shallow gravelless drainfield,
drip system,shrub irrigation,water reuse,
lagoon,wetland,etc.)or STEP collection
(not shown)
j`
i
/
AIM-OM-ATX-1,Rev.1.0,2/08 • Copyright Orenco Systems",Inc.Property of Orenco Systems",Inc.Do not reproduce or distribute without written authorization from Orenco:800-348-9843.
4

AdvanTex® O&M MANUAL
PART 1 : START-UP AND ROUTINE MAINTENANCE
711III \\�\N \\�\ �111111�111\\\\\\ \N�\\\\\\\\\\\\\ 1NIIN IClN11N1111 11C1pp Ill�rl I�uiul��\�\�1\\ ��\ �001p�pqq�1�1\\111111�p1��u1�1� , 1�1�1�, N� �1�1V�S�I�INI)IIIIIIIIIIII�u�uIN NIN�N,t��1�1�1���1�11111111V�uul �Nm,,,N���\0���\�\0���1�11�1��pI��I�I�INI �u a��Npp 1\1�\11 pUlllllullllll�lll11i' �� `Way,• ���M1 (11111' �� unitl� ii„,„,„,i, , Way,•l�onitl� I''. Way,• III IA'!!, �°'. I�Way,• \� Ili' II„1°`Nlr'u
lil
The AdvanTex Treatment System consists of a watertight processing nitrogen from the effluent is required.
tank and the AX20 textile filter pod.Wastewater from the home flows After recirculating several times,the effluent is discharged,either
to the tank,where natural biological and physical processes provide directly from the processing tank or after first being collected in a
primary treatment. In the primary chamber of the tank,the wastewater
pump basin.Depending on the design for a particular site,the treated
separates into three layers:a floating scum layer,a bottom sludge effluent may be discharged to a drainfield,an underground drip
layer,and a relatively clear layer of liquid effluent in the middle. irrigation system,a constructed wetland,an effluent sewer(STEP)
From the secondary chamber,a pump draws liquid effluent through system,or a reuse system.The system may include equipment for
the Biotube®filter and sends it to the AX20 pod.There,the effluent ultraviolet(UV)disinfection before ultimate dispersal of the effluent.
is sprayed over hanging sheets of porous synthetic textile media.
Properly sited,installed,and operated,a Residential AdvanTex
Microorganisms live in this moist,oxygen-rich (aerobic)environment. Treatment System can treat wastewater to 5 mg/L BOD and 5
As effluent trickles over and through the sheets,the microorganisms mg/L TSS.This level of treatment is better than what municipal
remove impurities from it. wastewater plants provide.The system can also be configured to
Effluent recirculates between the tank and the AX20 pod.In Mode 1, reduce nitrogen levels as required locally.When effluent treated in this
the most common configuration,the effluent recirculates to the way is dispersed to the soil, natural processes purify it further,and it
second compartment of the tank.In Mode 3,effluent recirculates to eventually returns to the underlying water table,where it can be used
the first compartment.This mode is used where maximum removal of again.
h
r' ' ;i ,a,;„ /for I, i ,,, ,�/////////%:, /%%%/ilia ill /i i�ic,,,, ;',,
/Af , till/ , . o i, ,,�, v/// /
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/ ( � // r / / i,�a� tea,.. / , .,.i /i
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, 9") g ',,,,,, ,,,:;,,,,„,,,,,,,,J,,, „ft, ,,,
II �� III ,, � !%�
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Components of a Residential � 12 f
;'; „<y, / % 1 "/ o / l/l , .„,Advanlex®Treatment System ,��,,� 0r ?o, /�, �4 f 1I11I I,�Jr;,,
(Mode 1)Listed byFlow Path n , /f r� 5, f„ IN
, air / ,,,, �,� l
ij"'1 /�%�%/% / /%tea/, ;,,, of/!�' ra.J�'�/��/ 1" I n' I
' o '''''' -L--/'/ �// ,. ,,, /
0 Two Chamber r;�}, ,�! ,� �/G� � /�//�%/��/9/%/i 1.�� / ,,� N w�.,,. , �,I ,,,
' , " � ���
Processing Tank ! tl �r`%������� � �� �� a° �' � i �< i� , ,, ',r
© Biotube®PumpVault
/ % // „tea f � � ,I %.
;,x r� �� � r f
© Biotube Filter z,, jII �� �; 6 u�.
y© Effluent Pump Baffle ��° 1 r;)'4,' o/r0 Discharge Assembly �� ; © V
f
0 AdvanTex®AX20 Filter Pod ' �� Recircul.tio , ,, r
;ice °/1
0 Recirculating � �� � �% ' rh -r ' ��t` `�,1
U Splitter Valve(RSV) G ijj' © %
0 Float Switches � r/1{ �� /
4 1
1 0 External Splice BoxDischarge �..1 my /
y it)
0 VeriComm®Control Panel - Dispersal S.stem- �
,
Copyright Orenco Systems',Inc.Property of Orenco System ',Inc.Do not reproduce or distribute without written authorization from Orenco:800-348-9843. • AIM-OM-ATX-1,Rev.1.0,2/08
5

AdvanTex® 0 41 MANUAL
PART 1 : START-UP AND ROUTINE MAINTENANCE
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Routine maintenance and troubleshooting requires a variety of tools, For Repairs
equipment,and spare parts.We recommend that an Authorized AdvanTex • Adhesive(ADH1 00,SS140,SS115)
Service Provider have the following items at hand: • Control panel parts(circuit breakers,motor contactors,
For Routine Inspection and Maintenance relays)
• Effluent pump(s)
• Cordless drill with 3/16-in Allen wrench for lid bolts on risers
and pod • Extension cord
• Extra lid bolts • Flashlight
• Sludge and scum measuring device(e.g.,Nasco Sludge • Hand tools(pliers,wrenches,screwdrivers,drill bits,hammer,
Judge°for sludge and Orenco SMUG for scum) shovel,hand saw,etc.)
• Hook for raising floats to test them • Heat gun or torch for bending conduit
• Biotube°filter cradle(OM-BIOTUBECRADLE) • Inspection mirror(e.g.,Prototek"Mirror on a Stick")
• Backpack pressure washer • Plumber's snake
• Trash pump(and generator,if pump is electric)for removing • PVC cement and primer
solids from discharge basin • PVC fittings(3/4 in.to 2 in.)
• AX20 manifold brush(AX-LATERALBRUSH) • PVC pipe(3/4 in.to 2 in.)
• AX20 sheet cleaning wand(AX-CLEANINGWAND) • Spare parts for downstream components(e.g.drip
• Handheld computer(PDA)with Bluetooth°Kit or laptop with headworks,UV)
null modem cable(optional,to turn pump on and off at a • Waterproof wire nuts
distance from the panel) • Wire stripping/crimping tool
• Electrical tester(voltage and amperage) • Float switches
• Phone line tester(available from RadioShack°)
• Dissolved oxygen(DO)meter or colorimetric ampoules For Troubleshooting
• Sample bottles • Digital camera
• Watch or timer
• Turbidity meter
• A copy of Part 2 of the AdvanTex O&M Manual:Advanced
• pH meter or pH test strips Service Tips and Troubleshooting Guide(AIM-OM-ATX-2)
• Test strips for nitrate,ammonia,alkalinity
• Tape measure For Personal Hygiene and Cleanup
• Calculator • Bleach/water solution
• A copy of the AX20 Installation Instructions(NIM-ATX-AX-1), • Eye protection
for reference • Hand cleanser
• Paper towels
• Protective clothing
• Rags
• Rubber gloves
AIM-OM-ATX-1,Rev.1.0,2/08 • Copyright Orenco Systems",Inc.Property of Orenco Systems",Inc.Do not reproduce or distribute without written authorization from Orenco:800-348-9843.
6

AdvanTex® 0 41 MANUAL
PART 1 : START—UP AND ROUTINE MAINTENANCE
)1!Ip mm ny��I�NI� �y�n1�� �ial�\�\\\11�)pi��11111�°1�°�°11��\�����
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AX20 Start-Up Checklist rarp e PlMlittder
TattuNlit,140, Start-yap 0tte Ottti nimy IDS
P" ,II���,lry fitment hu,rnl,RIff.aiTaS
,,, {lUrta is„P xurlhe: U,&01'✓rat
Pru ;eaa Tank.
� r'r,ylHq^u rYtltil Bd a rr1,i,;1rs[$ 1)rr;rr,1,rin.Irur dParopm3d
Pro eem Tamer pp&eaplap)Equipment wr i'me x:uirhfial;l oa uu xtuwua re,if
" y
ryn,ur eiieg,iPu,rrN11(l,rois� rri,lr£GOxxllrViirnJarriioVuitlUi. [or) Either Systeni t
,4,rtl t ,V"°nil 4x sir n nl C vry luau Rre x roll 10 ul Vmvlf r 11,r
r,ua ua r,ley I tallBulmri lrurr�a,; 4har a�rru„nGrA ,ra�tilrlrt2 d.,Itn.rupie prarVr,il dr ,.ii?�,uR4ru,,arau;y�
box and red. yr x ail, ,0;,.(orro 1,r,g1(nril f 1puzl1
_,j rrri,R rlr,3rWrVrrlyx rr.
F x,-1 > d°I .ludrr,i, ;lnr4;ri n rlrr a rl1a'0 ol,'rL a e Isl°r(n fr#Pnr1)Oj "
hraa,,rY,rolro,,rrr m a,,.,[raw intrarirtinira iirridnirs nignit Fine +ry,r sefin'yln,
Process Tamp;Pu rocdrre Systole,
I I'tl aer ratO @ Y,.lA di,i(r,rx6.:x,rU i:T.i Utli,r,lYi„rhalt Vinininfinfinii kufii
Puma o. un rv,9=kS'lirsi44. (ru%learaY,i ntYn>'.
inn urpa7rY,4,g1u1Aur"P8rialln Idlf,.Jkrr ofinnnnififiun;rn ne° ,ennyud
f'u rt0 rTtlrr 1nur11,n- rrr a urr9 rriu,arm,wing(101 r arrr.
1 r lri,rra';�narls' furnvOl"lSi nul,prO irlrrrn,rl fifir„niulr,4 afifrr4Irrrn(airI'v)rtll
f(frlYlr pano frol r/r'M le51,.Et rr T the 111 tl',li,
Sewn ar' ' Ir' ," aiiif°,PC(ii Pan"iaii,lfnui ['wit i'f,fifilninfifiind
Reedaeidellue BPrltter Valve Assembly„ l Rifle zr rr,o al
+n lily pr,+a(sv.RSV r 9)li°v� �.. Got 101r a aatrr.
I tirgrrrfui n Orr 01'raq. `r(mak),
A ree�a�e System). Final/Sal hi', a sett e
1 0,1 lw,P.rr*Ak.1 r U rirfuti
AP.iiiagg5 rIgnrred dr ur 00( LUfI%gnF 01-,;r..p0
dIr I)awi v.0 r,ah,Pr r turarlAit doin+�u'uli,u G�;t_
Yl°,guu„ryINA 116s ninin.R3r,1,1Ci
eleutlet:Pm 8ysteme.
anra: n u 1 tl,u aVr i:s n ricififiNir.1r 1rr'u,r r r in 1
rLil"I,phi)rB niN flxr.,o}Infinfi inl) ,rrrpl rri,'I allay ai,rru r,perzCur,iu0,rxn,rpl a ur 1 ert Ira locked
ed ut u r
ildwerr Pee Fitter Otteu',a9Ppm,
.I Smor. Horneolit =1 Is Package
Discharge Pomp eauadniTank.
licrr:r eau , fNuwevo"tno
8l ,1ourN,ICT:iw,,'u alydr nrJrr,;p all ¢1
Erl Corn ;h+
Discharge 0aselltark Plunging Equipment.
caul rlr^and Ili l huir a„rlfai ingo:4 any cofr6Mrdink^ .. ......_
re 11 gregause rignodi
?a ,,f ?,,jWG✓rnrrrngpr uler,ryAArbil+,IlPruilura'u^nu�rdiiu �
gru,rn u;(,
r of -d:1.(our,ir r(uuun,r,aV,u i�L ferret drxrl a 1u fad rur frt¢nua�i
rBxfn r,)s;ire,a,tuuutlr r),rr rV u,„iix,uur.u°vr o,r aura°;tl twee,r too-uud�trfi8.
Discharge Basin/Tank Basin/Tank Pumping System,
I xIITTrl/erZnr,In Manual
,
.I, "Pimp id'.ra<,u lln Ai R.,NfhlY7i;1. a„a„an „a„a„ """--,,,.-----,,----,,,,----,,,,'"u
Copyright Orenco Systems",Inc.Property of Orenco Systems",Inc.Do not reproduce or distribute without written authorization from Orenco:800-348-9843. • AIM-OM-ATX-1,Rev.1.0,2/08
7

AdvanTex® O&M MANUAL
PART 1 : START-UP AND ROUTINE MAINTENANCE
1%\��\\\11\1\111111111141 71 7 1 11 I�11,1����\\��\ m,,,,,��\1��lhl�h'I����� I ���) � ��������\����11!,�'u11111 ,,��Ill�l�l��ll II
rn. I /�,HpIN° 118�„n, a g. r 1'' O ft,1 ,,,,,:„' u
System Start-Up Procedure If the installer answers"yes"to these questions,then the system is ready
for start-up.
Your System Start-Up visit provides final confirmation that the system has
been correctly installed and is ready to function properly.It also acquaints A typical start-up visit takes about an hour.Arrange to meet the system
you,the service provider,with each individual system,so that you are installer at the site so that he or she can answer any questions you may
familiar with any special components or requirements. have about the installation.The installer should bring the site plan or as-
built.If the system owner can be present too,this is a good opportunity to
The AX20 Start-Up Checklist(SCL-ATX-OM-1),shown on the preceding learn how the system functions.As part of the start up,you will need to
page,will help you remember to complete all the steps needed to check review the Homeowner Package with the homeowner or,if the house has
the system's functions.While you don't need to return the Start Up not yet been sold,with a representative of the homebuilder.You can do
Checklist to Orenco,we recommend bringing a copy to the start-up and this at the start-up visit,or arrange a meeting prior to the start-up.
checking off the steps to make sure that you perform all of them.
As part of the start-up,you'll also download a computer-generated Before Leaving the Office
"Start-Up Summary Report"from advantexservice.com and fax it to the Download the Start-UpW,„L.a 1W..�,,, mr^, ^i*,,,rim
s.
fax number on the bottom of the form.An automated system will add the Summary Report from www. IN*ROOM
report to the data file for that system on advantexservice.com.This will advantexservice.com.The top ,SW,
confirm that the system is ready for operation,so that Orenco and the of the form should be pre-filled
AdvanTex Dealer can confidently warranty it and your service contract can with information about the site.
I
begin. If any information is missing,fill
op
v� , y i '� ' I�11119t°" it in.You will fill out the rest of '
„ I the form at the site as you go
hiWd+ ICI IU 'r �rnl�+,„
����� tot m� ,� , „ through the start-up procedure.
VIIIIIIIIIIIIIVIIIICIP�III+uuu111mti
Illll 11111111111111111lllluuuup ,, /,
Dui
Illllllllllli .'
U
'Silt At the Site
tile
llll)
/lUlivin(/mi /ll ////
Ask the system installer about the size,material,and manufacturer of
llll /Ul �
each primary tank and discharge tank or basin,and record it on the Start-
Up Summary Report.Also record the serial number of the AX20 pods.
Planning the Start-Up
When the installer calls to tell you that the system is ready for start-up,
ask the following questions: I�,,, ,rt
• Did the electrician connect the :rna1 ,, , u ' tt Wt to,t „,Tt r; 4, I1 a aid loadpw� rm:m
panel to the home's electrical � , �� I,��
r H�/t�• ui�lu
• Did the installer test the control �,r�„ `t� / �I ' '''' gtt m"!" � �i�i�--i/
service andturn the power on? IIII � � ; I � - i
panel to make sure it was "' t °i 'it k
ti,,tilt
fic
• Is there phone service,or,at 'f1 tot NI g 'I �1 /�j;j ///,j y!' 4I'
functional? f
ti f,rP81(y� qrnN
minimum,is the phone line Riq�t o� M ri t ��
physically connected to the ' � Mitt � ' 'tt.r ,, „
panel? tot,f I ul�
AIM-OM-ATX-1,Rev.1.0,2/08 • Copyright Orenco Systems',Inc.Property of Orenco Systems',Inc.Do not reproduce or distribute without written authorization from Orenco:800-348-9843.
8

AdvanTex® O&M MANUAL
PART 1 : START-UP AND ROUTINE MAINTENANCE
�\���\11 1111 \\\\ �1\ �\�\11 : IIIII \\\��\\11 Ill 1111 1111�\\\ 111� \\�\ \\\\��
11��\it�111%1\\111\1�\1��1111�INI111 �11�1111. I1111\.)\\I�\\��\ !,\\\.�111 II h'Ih'p I 11 ��11 IIw1�% 1 �111111 ,,IIII1I�lllll6 1�6111���\1\\11\�111 �1�!61 1111111��11,� 6\
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)1�V�1��1�U���till%�%f��10i%%tl���\RU�t��f�i��Ella 1%%% ��1\�1���11111111V� 1�UA%\l\�t1t �l1�tV�1%1\� %��f 111111�%\RU�t�iti �� %v li�\\�t 1��t����%% ��%\U��1V�t 111 \\\ \\\,.\\\,\\\,.\\\,.\\\,.\\\\
Primary Treatment " '°
'MI i Flo Olm y mio:der, �V
� i q �J, III,i r wi�B�V uu" "hm u"�u i
Open the risers of the tank and of any discharge or recirculation tanks oridiV '. yet,,foimohlimilik "'�°1401iI I �� I yet�""
basins. '
w - ' "AwroilkiT, 44i,f,,?/;,),4,,1104,0',',17014:0,1i,„,1,,,',„„k1',;141,)01114,,,/,/,9
WARNING: Do not enter tank. Enteringa tank without proper confined I
spaceprocedures and equipment can cause serious injury, asphyxiation, 0 " � ' , „�"p!N""N0"�"' 1" 1
p 1rY
or drowning. ,, ����IIIINIY "(''IIIIIIt?;Ii,I1IlNldd+"Idiullllllllll1
� Yp�iuuil Uff
ElProper inlet tee installed. � �� ti��� �,
In the inlet riser of the primary processing tank,make sure that the inlet
tee is present,firmly attached,and plumb. Raise the bottom float to stop the alarm.A yellow LED should light up.
❑ Discharge plumbing properly installed. Next,raise the middle float,if it is present.No alarm should sound,but
In the outlet riser,make sure that the discharge plumbing is properly another yellow LED should light up.
installed through a watertight grommet.The threaded connections should When you raise the top float,the alarm should sound again and the third
be hand-tight,and the ball valve should be open.Look at the pump to yellow LED should light up.
make sure that it is the model specified on the plans,and record the
model on the Start-Up Summary Report. ❑ Floats set properly.
Replace the float tree in its bracket,making sure it's properly mounted.
f(
u
Neatly coil the float cords,and secure them to the splice box.Measure the
�� �� rl�d,,a
float heights from the outside top of the tank and verify that the heights
are correct according to the AX20Installation Guide.Record them on the
I illymlu''''' � �� Start-Up Summary Report.
iijf
f ,hI'I���I,,,, t ,(ill"' ,1� 'hl ,; NOTE: Orenco provides float and RSV settings for all tanks approved for
h�
Il�ri 'l ' 1 use with AdvanTex Treatment Systems in your area.At start-up and during
%� ' annual maintenance,you need only verify that the actual settings on the
'. ,111 11:11, equipment match Orenco's recommendations. If you need to adjust the
j � , settings to solve a problem,see Appendix 2.
i� % ro m,,h;A / ry V�r �,
�� �� : �1uwn'''' „,„➢°�I1(C1 , I ❑Splice box mounted on access riser.Watertight connectors
/l��m);') sir"' ,,1 „1,„, ;pig used.
Inspect the splice box to make sure that it is securely mounted inside or
❑ Float assembly mounted in Biotube vault. outside the riser;that connections have been made using watertight wire
El Floats operate properly. nuts;and that there is no water in the splice box.We also recommend
Before you test the floats,open the control panel and place it in test mode that you seal the conduit using conduit seals or any electrically approved
by pressing and holding the red button on the front for 15 seconds.Inside
sealant.
the panel,the correct yellow digital input LED should light up.Release the 1 °ulll)1n�� p (! � � ",
button when the audible alarm chirps. ,; �� ,I �/
If you can't see the inside of the control panel while you raise and lower �1 '! ', p� 1�,, ip 60.,��� ,iiigi '�
„,
the float switches,you may need a helper.Pull the float tree out of the 1'(�11' �� „::,„1:1 ° 1,1 '',"�
water.The floats will go down,the alarm will sound,and all the yellow �� tul` d"'°'a�� ��1' '`�
WV
LEDs should be off. � " gyp'
P VI V�(
•
Copyright Orenco Systems',Inc.Property of Orenco Systems',Inc.Do not reproduce or distribute without written authorization from Orenco:800-348-9843. • AIM-OM-ATX-1,Rev.1.0,2/08
9

AdvanTex® O&M MANUAL
PART 1 : START-UP AND ROUTINE MAINTENANCE
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\� \��1���\\\�\�1\\111\1�\1��111 INININ�I����,.,�1�1�II�IN� I����g10����\\��\ ���\m„����1��1��h1�������� I ���) ���\ �� 1�1�����\�\��1�1��IIIII ,,Illll�l�lllll���gl ��1�\11���\\\��\\11\�11���1\,., 1�!!�1�1�1�1�11��11�� �
N�111V(b�� R1;�i,,1 II' 4NN !\\\\,\,° IIN„n` 1IIIIIII1\ R ��N�1�I 1II I'IN II �,,1.1 II SI"��4�(b( II'11� V\1 H(m \\,.\\\.\\\.\\\.\\\.\\\.\\\\
00V��10)%0f\1100 �1%%%tl���\RU����it 0 0;1�00' ��1\�0���10001\1V� 1110%\l t 0%1�V�0%1R V� %\RU�0 �11001 %\RU����11 �� 0110\��� 1��00010�\% 0%0)1!f )1V1�
❑ Pump operates in Manual. Secondary Treatment I "" ,
❑ Pump operates in Automatic. H� �I� 1 ��(.II'
❑Verify proper RSV setting. „ t, N111 ur
❑ Pumpand volts checked.
amps p Measure the distance from the outside top �',, wl I'
At the control panel,with the panel still in test mode,check the run of the tank to the top of the Recirculating ui^ "N"""
IY d�mw , y,, "o"r," IdW0 „'u
amperage of the recirculation pump and discharge pump by placing the Splitter Valve(RSV)ball cage,and record it Ipn, yl 'd II IC I a,,
clamp of an ammeter around the wire to each pump's circuit breaker and on the Start-Up Summary Report. u"
reading the amperage while each pump is running.You can run the pump d; ::k°""' i „'',
11,,c,11111,tiiii))^00'1'
by holding the toggle switch on MAN.Amperage should be no more than !,,pi,,,„),p„,,
,o1
the pump's maximum service factor amperage. w41 uw I
p p p
1
iw Vli„ wIml,o0,V
woIilomo i
�, ^I IY�I �Il / o
nV � y NOTE:Improper RSV settings are a common installation error,so please
�" ����` check them carefully.
I i
104 agm,m,llp Auo�,1' ,� ', IVmu,@ r, '11 ' �'1
�iiM1l � fIN i % ❑All pods installed level.
NII
woo. �,Arlw lw�„� tiu % w Ii IV
iiw"�I / P
IIIIIII IIII ,,��w 1,I�1��110�� 'llo I0„,M �u" I�� " �� ❑All piping properly covered and compacted.
u I pl Check that each AX2O pod is installed level and that all piping is covered
lu haul„ with compacted fill.
, ,,,,,,,,,,,,,,,,,,,,„,1„,„„, I. ii III ;w"I i ru, ��� �,ry 04, .Po plll�,, I ^': .v VN
M p1 ,1 o !lu( e N'NJ n u
"'� liii� wvv'I y puVi ��lv, w tl 1'o fir+
v ,,,
r, .9lh/ � IIU � Nul' n iJIIU ° "i "u�l i IV�� , yi Ion
I�
4w'c.�. I, � 'I 'oVl' �m I � �, rl��Y „'� � i� Itlim I I(V� 'I p Y I� �wl
" iiI U .,� �,m �,i "id, . IV p io°1wv���( 414 �� �N�luu ' ., IIdWd 119V1ild,�M�Iw"ly '�� Itl�'lw'
riONIPISIg
First for the recirculation pump and then for the discharge pump,measure I /n 1 ,," n II h„mi ' ilwu,l" Iu'
i �
1,1111;01
the
with the pump off,by putting
e
es of a
each pump's terminals.Then measure theh voltage with the voltmeter running. 1,I „;Iu�l"M1�I,�I h ��pump's g pump gilegoio, Y V e no more thanilu N,luiulll'liigillovIIIn V1,������IeIu�NNNI1�„u���,1W, II �� ���,�„ u
3Th percee nt.That is 3.6 volts for a 120 volt voltagence between running and rest stem orr 7�2 d bvolts for a 240 ��000,0��iiu���I�N�V„„q���� �„ ulll
y llll „ uu Y w NMI �NnI ,: wuwiuw , ulral,IdlYiuVI1,I c.uw„,R,
Y w,f
volt system. h�,„w�mlou,lm^'" '+ NM1II I l ' �i ,
"NIII r✓h,V NVI�N�I���ulM1llllh�u�u,i ro,ouni�uaNmmlllM1lol�l„ 0
l
���' dI���Pii� mo '' N ' °„,, ❑Ventilation intake(s)properly located and installed.
p1i
!NIN
II i, �y,,
w ,.. ❑Squirt height verified.
1�V° ,0,!:1in111 iuuwlVl�l(jh1(1?„0,.N' oupuouo,laNrV'
i.I v wiv( ( "d 1111111 ,,,, In ,�Vl ll0/Ill„llll llll)1 � w peach pod N , � t w u
puuuuul1�11� I(, yy , �ollu ((I �" „ �, „i„ " that the ball l es at the end of thee " �o
�������II�IIIVo VIVPII IY 11� tl ui �,,w ��� v µvl, III IIIIIIIIIIIIIIIIIIII1III,,,,
��h
jill„ laterals are closed.Remove an orifice In f „
IIIII I NN'1u lin u . i u I' ^tilY�Vum uu
„ ,� � �I Inztan
cover and measure the squirt height. i" "��,�' `
f
1pllll
' �°('�r I' "� "" Record the squirt height on the Start- „,1
I VI M T u ml II
�V C„%(w 1,l„n, lu m m w
dlPl� INPit if "„r � of roN"„„w'a Up Summary Report as Residual
„ maim/ R, „d, I°�n Head Measurement.
,I
Release the switch back to the AUTO position.Make sure the pump lu(ti�l, N, "I,
y y 1 luu° I( �Illli,,,III,""
secondcomes s nn test mod as the e.
cycles.Timer cycles are shortened to about 30 tpool
� J, '(,,�,,;,I,„�W,,,,,"l,�(,,„IYI'IYliu�1l, ' ° I
II uuumml
AIM-OM-ATX-1,Rev.1.0,2/08 • Copyright Orenco Systems',Inc.Property of Orenco Systems',Inc.Do not reproduce or distribute without written authorization from Orenco:800-348-9843.
10

AdvanTex® O&M MANUAL
PART 1 : START-UP AND ROUTINE MAINTENANCE
\���\11 1111 \\\\ �1\ �\�\11 : IIIII \\\��\\11 Ill 1111 1111�\\\ 111� \\�\ \\\\��
\� \����\\\�\�1\\111\1�\1��1�11�ININININ�1\�Y����,.1,�1�1�II�IN� I����g10����\\��\ ���m„\���1��1�h1�������� I ���) ���\�\�� 1�1�����\�\��1� ��IIIIII ,,Illl�l�lllll���gl ��1�\11���\\\��\\11\�11���1\,.,�1�!!�1�1�1�11��11�� � \\\ \\\,.\\\,.\\\,.\\\,.\\\.%
"111\111% R(I1 ;1,,. I 4bN ;����,,.,)\!\\i`°P' Ni„n` ���I` R �111\1�\YY, ;���,,., l�' I,,,„° ll"��4�(� I' M� ;���,,., ((
❑ Discharge basin/tank inspected for infiltration. ❑Splice box mounted in discharge access riser.Watertight
ElDischarge basin/tank set level. connectors used.
Inspectsplice � ❑the box in the )4 �%❑',Ce ° np� ;%s;
Inspect the discharge pump basin or tank to make sure that it is set level �11 >
discharge basin/tank to make sure
and there is no sign of water infiltration.
that it is securely mounted inside or
❑ Pump and discharge plumbing are compatible. outside the riser;that connections
❑ Discharge plumbingproperly installed. have been made usingwatertight 1
g �
g p p y wire nuts;and that there is no water �I "
Look at the pump to make sure that it is the model specified on the plans,
in the splice box.Use conduit seals 1 1 �,/
and record the model on the Start-UpSummaryReport.Verifythat the
g plumbing properly
or electrically approved sealant.
discharge lumbin is installed as specified on the plans;that it is
installed through a watertight grommet;and that the ball valve is open. ❑ Discharge pump operates in
ylK;f Manual.
' 11W V� �( � „ °m� ❑ Discharge pump operates in Automatic.
r oiY "pi ul ^pryMm
r� mil Y����ul� in"�Y
�� " ' I�III ��� ❑ Discharge pump amps and volts checked.
@1,� ��� 1 Test the discharge pump and check running amps,running volts,and
141,
�m, 11' ill s� ,u � resting volts at the same time you check the recirc pump.
�"0111,, �I „ �, .11,1 hl , d , ` ❑ Dose volume verified.
1
s l „ ❑ Flow rate verified.
4,iiu � iµ �d
IV "� �' I k To verify the dose volume,test the flow rate of the discharge pump as
✓�n, ,mY� ( 411t1 i$01,„„1,11010 follows.
I (N r
� I�;� �ftf , , r �w�,�, � 1.Determine the gallons per inch(gpi)volume of the dosing tank or
basin.A 24-in.diameter basin holds 1.88 gpi.A 30-in.diameter
❑ Discharge floats operate properly. basin holds 2.97 gpi.For a rectangular concrete tank,divide the
❑ Discharge floats set properly. tank's nominal volume by the distance(in inches)from the tank's
Check the function and settings of the floats in the discharge basin/tank floor to the invert of the outlet.A cylindrical fiberglass tank's gpi
as described under Primary Treatment Components,and record the float volume varies depending on the height of the liquid in the tank.
heights on the Start-Up Summary Report,as before. Consult the manufacturer's volume chart;for an Orenco tank,that is
Fiberglass Tank Volume Charts,NCH-TNK-1.
NOTE: To ensure proper system operation,check to make sure that floats If you are using a pump basin with metric dimensions,calculate the
are Orenco"A"or"V"floats. actual interior liters-per-centimeter volume of your basin by finding
the square of the inside radius in centimeters and dividing it by
1000.
d ��,�° � ❑ � 2.You will be running the pump for one minute during this test,so
/ / look at the liquid level inside the tank/basin to ensure that there's an
"' adequate volume of water above the top of the pump,or the lowest
ryd �I��� float(whichever is higher).For example,a pump with a nominal flow
0140
o m ld ")�� Y" rate of 30 gpm will draw down approximately 10 in.of liquid in a 30-
in.diameter basin in one minute.Therefore,you will need at least 10
i1 � '1 in.of water above the top of the pump or the bottom float(whichever
r ,
vl�P t r
�-: � � is higher),to perform the flow rate test.If there is not enough liquid,
1144/4644404
add some.
Copyright Orenco Systems',Inc.Property of Orenco Systems',Inc.Do not reproduce or distribute without written authorization from Orenco:800-348-9843. • AIM-OM-ATX-1,Rev.1.0,2/08
11

AdvanTex® O&M MANUAL
PART 1 : START-UP AND ROUTINE MAINTENANCE
\���\11 1111 \\\\ �1\ \\�\�\11 : IIIII 'zit. 1111 1111 Tply"11,117!.,!111. .!1\17\\�\ \\\\��\� \����\\\�\�1\\111\1�\1��1�11�INININ�1�����,.,�1�1�II�IN� I����g10����\\��\ ���\m„\���1��1��h1�������� I ���) ��\\�\�� 1�1�����\�\��1� ��IIIIII \\��\\11\�11���1\,.,�1�!!�1�1� �11��11�� ��111\111 % Qu, R(I1 I� 1 II mHaiNi`°i IIi„n` ���I` R �111\1��\���,( 1�T�'�,i (� (� II' M� (( `I.�����V��U1�� �\O�R �s��d1h�1\V1t��� �11%Igt �0�11 ��1��1���RU��10��1��\��t• �������it ���RU�1%R fit%1% ���RU�111�\��U� 1 v�lV�������%%0�1 ��V��RU� ����U��� ��1 ii1V \,\,.
\���\�\���\�\���\�\���\�\���\�\���\�
3.Measure the distance from the top of the tank or basin to the liquid Control Panel
level.Record this as Hi.
❑ Proper timer settings.
4.Using a stopwatch,hold the discharge pump's toggle switch on MAN Open the control panel and,using a handheld or laptop computer,verify
for exactly one minute. that the timer settings are appropriate for the installation.Record the
5.Measure the new distance from the top of the tank or basin to the Panel ID(RTU or UL number)and timer settings on the Start-Up Summary
liquid level.Record this as H2. Report.Default timer settings are set for an occupancy of 3 people.This
may also be adjusted at vericomm.net.
The number of gallons(or liters)pumped per minute(the flow rate)
is the difference in inches(or centimeters)between Hi and H2
multiplied bythegpi volume of the tank or basin.
p ,,
Pump flow rate(gpm)=(H2 H x gallons per inch(gpi) 4
"/,'' Niiii ,11111111i1111101111 ji, ,),,,,,,,,,:,,,,, ,,,
H,/, 1
, , ,,,i,,,„:,
Pump flow rate(Um)=(H2-Hi)(in centimeters) x liters1„01 ,�a l % �w
"kloper centimeter %����'� „III
The dose volume is the flow rate multiplied by the time of the dose in , /��" ? „I„„„ bl , ��' "
^m � .l 'u� III( r ;,
minutes. 1 I�I� ;il ;�J�i�
� �I
NOTE: For cold weather applications,the transport line may be sloped to 0 °�� �„ frA
�M�
allow it to drain back into the dosing tank or basin.For these systems,you , �ih f
must measure the"drainback"volume and subtract it from the total volume \;; rifI 1�„' a� � *,r1, ^
pumped.To do this,run the pump until the discharge pipe is filled and water le..,.. 11 i
begins flowing to the drainfield.Shut off the pump and measure how much
water drains back into the pump basin or tank.Subtract this volume from ❑ Proper wire size used based on information provided by
the total volume pumped to find the actual dose volume. manufacturer.
Alternatively, temporarily install a bronze check valve between the pump For Orenco components,the panel installation instructions provide correct
and the discharge assembly.Be sure to remove it after the flow rate test wire sizes.
is complete.
❑All electrical connections in panel secured.
❑ Panel wired per manufacturer's wiring diagram.
Other System Components Check the panel to make sure that it is wired according to the diagram
El Disinfection equipment installed properly. clipped inside the panel's door.Gently tug on the wires to make sure they
are secured in the terminals.
❑ Dispersal equipment operating properly.
Verify that any disinfection and dispersal equipment specified on the plans ?"N°', IIII p) �; �� �� l 0� 10 11 4o 1„�u ell ��' ��r"„,
is present,and follow the manufacturer's instructions to inspect it for JF
proper functioning.Record the disinfection equipment manufacturer and 111 p
the dispersal system type on the Start-Up Summary Report. I% /,,�,,,,, I^'�I��' o'
���Illb wG -,;4161, j 1/ I MD"'f 11111 to[, { q q� I� 1Ir m umiiu["aum,,, P1
p
1 1.illplil v II 9I .+�tlH „1 III' "“ '°i,,'�.
a* „ ^ ` �imdl^I^ImOW0101010Vd1tl^I�I�V�;'
rii^i^im^miM�I�lO� ��,off ��,V ,
❑Service provider name/number written on"For Service Call"
label.
Write in your company's name and phone number,if it has not been done
already.
AIM-OM-ATX-1,Rev.1.0,2/08 • Copyright Orenco Systems',Inc.Property of Orenco Systems',Inc.Do not reproduce or distribute without written authorization from Orenco:800-348-9843.
12

AdvanTex® O&M MANUAL
PART 1 : START-UP AND ROUTINE MAINTENANCE
�\���\11 1111 \\\\ \ �\�\11 : IIIII \\\��\\11 Ill 1111 1111�\\\ 111� \\ \\\\��
\� \�>���\\\�\�1\\111\1�\1��1�11 INININ)I�����,.,�1�1�II�IN� I����g10����\\��\ ���m„\���1��1)hl��h'Ih'�i��� I ���) ��\\�\�� I)1�����\�\��1� ��IIIII ,,1111�1)Illll���gl ��1�\11���\\\��\\11\�11���1\,.,�1�!!�1�1�1�11��11�� �
�111\i111 b% Iyj R(I 1 ,,1 1)1 11 ,,.,1!,\\i`°P INI„n` p �1 R ��1�111\1I ;,,,,., I �'I,II I,,,.„° 1I("��4�1 II I1� M1 ;����,,., (�( \A\\\.\\\.\\\.\\\.\\\A
)11111�U1111111i11‘�111���\RU����ll1 r�o1a 111 il\�l���111111\\11 1�U111111���j�l1�fV�f1%11\1 % ��\111i%\RU���1111 �� �V�1111 1 U�����1���\1 ���\Ul ����V��
❑ Control panel functional test,as detailed in the Residential Final/Safety Inspection
AdvanTex Installation Instructions,has been followed.
The installer should have performed this test during installation.If not, ❑All access riser hardware is kiti� /� '4';(,I ,r �l
in place.Lids are secured. '!:,;i ❑ '„
perform it now. � ,�gNfl(I'
I,I
❑All splice box lids are " " o , ,%r.
Before performing the next step,return the panel from test mode to secured. 4 "
normal mode by holding down the alarm button on the front of the panel Close and secure all pod,riser, ' " I �❑
NI
until the alarm chirps. external splice box,and basin lids. rl(�
Dial
e verified.
If phone service e to the panel is not yet connected,you will be notified later � � :���al� � ��,
when the service is connected and the panel automatically starts calling in.
WARNING: If lid bolts are missing,replace them with spares.If you have
If phone service is available to the panel,quickly press the alarm button no spare lid bolts,fasten the lid with a self-tapping screw,and immediately
on the front of the panel 15 times to force the panel to call in to the call your Dealer for replacement bolts.If the lid is unbolted or if the lid or
VeriComm®Web site.The Modem Activity light on the VCOM board should riser are damaged,be sure to securely block access to the tank opening
light up. before leaving the site. Open tanks are hazardous, and children or adults
who try to enter them may be seriously injured,asphyxiated or drowned.
If the Modem Activity light does not light up,unplug the phone line from
the phone jack on the panel and plug the phone line into a phone line
tester,or a phone,to see if there is a dial tone.If there is no dial tone, ❑ Panel circuit breakers are in the ON position,panel is set
come back and repeat the forced call in test when phone service is for automatic operation,and panel is latched(or locked if
necessary).
activated to the panel.If there is a dial tone but the modem will not call in,
call your AdvanTex Dealer for troubleshooting assistance. Make sure all circuit breakers are ON.If the panel is in test mode,it will
automatically return to normal mode in 30 minutes.To manually return it
❑ Control panel diagrams left in panel for future review. to normal mode,hold the alarm button on the front of the panel down until
Remember to leave the diagrams in the panel. the alarm chirps.Close and latch the panel,and lock it if necessary.
�lllllllllll p j p "�"" " h" 1,1 ,all ""Ii'IM°Ilu,lull""ji dl Make sure that the Start-Up Summary Report is completely filled out.
WI
111,110000000000,��100�9!:I �� l , I� +�l(I, Homeowner's Package
•l f ' 1
1-t +" ❑ Homeowner's Package reviewed with homeowner.
� ry Yr I� �I it �I o I� �,1,10,,,. ..� rvl
III 1 l "I +�o"
1, «f/ `t i' ulll " lutvil:�:� 11111 ;1 Go through the Homeowners Packagewith the homeowner,or with the
�„ i 1 ���Ip Y " Illd II YiIYIrB���,,,,,tl !6 w III U re��o ,.. d.
VI
iI � I I, of uu 4 0 � l
��� �� II lull,�Iu I � I,� � �," p sentaUve If the home has notyet�beenll�ol b Ilders r
{ II v IV Y m, 11' 'I ' I111', �lu�t��'1° %�y/ tfl v, ` lilt!IIrIIrIIIIIIIIIIUIIIIIIIIIIIIIIIIIIIIIIIIII
�� II „p illy f� I dil �'I� '� �,� �, � ,ll x 'I�i'�i;4lay�l�,111
�! �' ��,�� 11)11 Ildffffff 11
�i 0II ",�1IIIII �II j',i (I1i �I �^ { ,, ul MI '� "II! � M,,„,„1 ����d:40�,,,A1»V�Z111111111111V'I
�, �1( @ h1 Ih�lll "'! r'i ';, II �i✓IIIrI Ali alul rt I
1,?: �"11 uw Vw l ! r l lr , IYI i �yM i��l Illljl rl ll I ,I� �1 I �" „� y" „�����1„I)��::�((I ll����lili�0
,MN 7111I i it rR:� �, M llii E YW r 1,4p 1 Y uII VVI: .4'1': Y.,uIl II:w,,i, ��� 1 .,,.01, I� �I IIIII'I1)
I FI 11..�," �nI1d, ( u ((III uMwd"IUA nw,y ,I Ulr ` I,I1 r '': N I W + IX G�� ���IIIIII I�
HIV l.e rl " W Q I YXY III
�!` z, j: V V VN ( 4 it: Vi('° . r d' ,, J IIIuum III
OIIOIIIOIIOOi r ✓u dr � ��V "I ''',�,11,,�r'�i�
�� '�� �� 1� IVI4ll�l❑II rr ' 1I P`7all mi VIA I IIIII iihl.,�,, I`ry IIlluIu ��U1,
91 1(2 V�o l rvv....„l1!4,,,,,,llum mll . (mlll„,,,,,,..Id^ ,11 f'r Wi alu illlll .ml
NmopN ml'
Back at the Office
Fax the completed Start-Up Summary Report to the number on the
bottom.
Copyright Orenco Systems',Inc.Property of Orenco Systems',Inc.Do not reproduce or distribute without written authorization from Orenco:800-348-9843. • AIM-OM-ATX-1,Rev.1.0,2/08
13

AdvanTex® ► MANUAL
PART 1 : START—UP AND ROUTINE MAINTENANCE
@�\\\\\\ \\\\ 1111 IIIII � p1111111111\\�1�\\ p\�\ 1111 111�11 11111\\ Iti1 11@ 111111111\\\@1
1)\1\1111�����11 (��� �N�1 11,.,����1 ���). �� ����i „�1����1�����H d�� i��i�������������111 ��ann�������I N��1�
�,nulu�"������ J�,�(!i(m N�� 8�,,, (H(m ;���,� (H(m �� n�R II 8�,,, "n6" ��u\ �,,, t, ;„ �� \\\1\%\\\\\\\\\\\\\\\\\\\\\\A
Field Maintenance Report
xurvdy P"ormrmaa TIMONOANA
;eV,A1100'0 4rw I00&wbno,n p
{r In Ldetlim IItl A M'�uur[9 JCU i6 @ar u.S W Irr6,V W UI I,VMmwl uwx PUnK
Retrieve O&M Into Measure Sludge/Scum
daim taw
semen en Scum
pern'"in meg a?bft reurltvul rr wmumw. mmcnaarvT rNmawla af�dnru¢n r;.wrr°wwwr�t u�rmww�d,owm
rimer gay4lfines,
��r'raa Cut truaarwurarot Scowl. PrurvVuads t ulff ed% P0Cv,W.ro00
knepe if Taken Advarn"k'ear Filter
ulros(uura Olean
Perform Pei Sampling/Observations rr.af�
mangerNormal)
hvvu eDototy�Jnp
,angnp"FarrVnp„ a¢c Cu u
Inspect/Clean Mischa ae Pump System
Poor ray Peep& Masiscit ildsposti l:ar iva
`y"6aVa.uuy (MePulp Earthy Middy lthueditsp FIrtaru
Nen"lyrslueP 1 1&x,Ade ...r"ablao a !Decoy 5pdiopuu eds. Puur'upp
futon id111PVLI Parrot hoot ,
Poem ilea tank ^®.w .P Inspect/Service OtherSystem Components
Check.Control Panel lInmpen Clean Olers(amnrt Mut
rift t Am % IJ,tirradtte Ott o%
Di tot tept rvywy�rrny r,[ru7ur°rnuawa d a^rlumrurw/llr fiats
Pil'�sdwwiva'ulraaaNa'nhA .... .... .... .... .... .... ....
&narfH9mlu err Putt slams ri
CUP py-imrlm ymm dur,rvrim twin t m Pit
Inspect/Clean Pump System Additional Services Rendered
th:.4 or t DOWN Clessms to.s16s lair rS" Ouopeimwmut v rror'rmm°p
ymrap4wKmNUUU'rUed Crlehorr m'r,
Pinaalf aatetly Inspection
RSV mmrPior9or iii Cute t ailiauut u'Irw
mAmwnll'dueut rera..u,rrrvrrrervdm'rwat.flush',Wyss C4siwymvmy CnkAwxe,M rrw.mda1ia+m%fwa�'
lv�ueuy5au�'ruy a umms oy/Flexcernmermdetiaarnv
... !"mreth aml uprcwaemlre r p'p t orris rwy�p .uC:,ala from serAce
rayu.rrtA+P(tarp Vuama&I:.,.,
Ph)totIthir rarr1lisun rMIWrotw."aal'v. Tanik,tPrwre'9u tsuotOtp
Rot lmu epl,wyoopp lip lINer''Sodas
{9nnnluim ent%
Fax completed form t 1-868- :, 74Q4
AIM-OM-ATX-1,Rev.1.0,2/08 • Copyright Orenco Systems",Inc.Property of Orenco Systems",Inc.Do not reproduce or distribute without written authorization from Orenco:800-348-9843.
14

AdvanTex® O&M MANUAL
PART 1 : START-UP AND ROUTINE MAINTENANCE
��,����\\\1���1�111����dl II,I 01�I�d��1�1�1�1� !II II III, �� NI�ININIB �N�1 �M Wh �`�111111��\\�1�
Residential AdvanTex Treatment Systems require periodic servicing.
AX20 systems need a six-month visit,a one-year visit,and annual visits WARNING: Do not enter tank. Entering a tank without proper confined
thereafter.AX20N systems require four visits during the first two years and space procedures and equipment can cause serious injury, asphyxiation,
or drowning.While providing O&M services,be sure to use proper personal
annual visits thereafter.Failure to provide required maintenance will void protection equipment, such as rubber gloves and eye protection, as well
the AdvanTex Treatment System warranty and may place the system out as protective clothing, to cover parts of the body that will be exposed to
of compliance with local regulations. wastewater or effluent.When working on components that contact sewage
or effluent,lay them on a plastic sheet or place them in a trash can,not on
Homeowner Communication the lawn. Several tools that reduce the mess of cleaning Biotube°filters
and AdvanTex textile sheets are available from Orenco. Turn off power to
Whenever possible,contact the residents when it's time for a service electrical components when working in splice boxes or the control panel,or
visit,especially if the residents are new to the home.The service visit is disconnecting pumps.When finished,use proper personal hygiene.
an opportunity to talk with them about proper use of the system,so try to
schedule the visit when someone will be there. ❑ pH of sample
Retrieve O&M Info ❑ Dissolved oxygen of sample
Download the Field Maintenance Report form from www.advantexservice. Using pH test strips or a pH meter,check the pH of the sample and record
com.The top of the form should be pre-filled with information about the it on the Field Maintenance Report form.Values from 6 to 9 are normal.
system. Also check the sample's dissolved oxygen(DO)using a DO meter(or DO
field test ampoules),and record that on the form.Values from 2.5 to 6
Perform Field Sampling/Observations mg/Lare normal.
When you arrive at the site,remove the lids from the risers and take
your sample before doing anything else,so that the sample won't be
contaminated by material that you stir up while working.To sample ,
ffluent,remove the
ng
er
ve(RSV)from its quick-
release holster and sett aside.There iwill bel enough of a trickle through ""tu' I /ql4: , „ I.
YIflllllllllllllll
�� ',� �I����II�fl
the RSV plumbing to collect a sample without waiting for the pump to �, ;� ���m°(" �,� ,,� �a 0 4 , III
�1,,:1 UN Jl0 1 4 Rz , W II
cycle. Youltl wl r' 1 f
I II mlgylY d� M h� "�� �h
INN IIII` Vhl llu,.: . ,;;�po 'I w;y� y, ^'^' ', v , NV„ „ II.h
i
" Ili 11 I I III „, ,111 + :,P p'mw , ,Leave
e RSV
P. uptl
the rest ofthe service calledofor i
that anydebrisyou stir updoes notIii1P a Il 19611(uiiii(;u'" Iw1 N' 11hlhuw+Np}i ouoll
4 ++
make its way to the drainfield. il+ 1Voi1 INN ,IN,III�r,,,aU!IM1 11 Jf
Iw l a uouw Iv,
I���l!,I�IIIhIIhI"� WwuuYlPp i f
�I,0i,l i I op P yito r VIA
❑ Clarity of sample
❑ Oily film in PVU
Assess the clarity of the sample by
using a portable turbidity meter. IIT El Foam in tank
❑ Odor of sample ml '1 ` jl Check the liquid in the pump vault(PVU)for an oily sheen,and the liquid in
f� ,;+t III the first compartment of the tank for foam or other unusual appearance.
Sniff the sample and assess its ,IIIII �����, il�l �P' �! Record your observations on the Field Maintenance Report form.
odor.Record these observations , rI ^
about clarity(NTUs)and odor on ,,"I )" ' I�
the Field Maintenance Report form. uN �. w I �
IMPORTANT: To avoid contamination,do not run the pump manually or in
test mode to obtain this sample.
•
Copyright Orenco Systems",Inc.Property of Orenco Systems",Inc.Do not reproduce or distribute without written authorization from Orenco:800-348-9843. • AIM-OM-ATX-1,Rev.1.0,2/08
15

AdvanTex® O&M MANUAL
PART 1 : START-UP AND ROUTINE MAINTENANCE
����������� p�i��iii u�u uii�iii��i��l����a� q��a l�ii fi�i�l lui t pal 1�u�a�� ��������
\II,��,�\\\1���1�111����dl�) aII ,,01�I�d��1�1 „�uw,,.,�1\� �N1�0� �� NI�ININIB N�1 W `�11111�\\\\�1 1�1�11\�\\\��\\�\\11��,.111�1�1�1111��1111�1��111111�
\\\.\\\\\\V\\%\\\,.\\\,.\\\,.\\\\
Check Control Panel ❑Splice box
Open the control panel and place it in test mode. Open the splice box and make sure there is no water in it.If there is,
remove the water with a sponge and repair the leak.If you disconnect any
❑ Run amperage connections,do not reuse the wire nuts when you reconnect them—use
Check and record the run amperage of the recirculation pump and new ones.
discharge pump.Place the clamp of an ammeter around the wire to „r ,w�;
each pump's circuit breaker and read the amperage while each pump W��- �;
is running.You can run the pump by holding the toggle switch on MAN. 9„ ld0pr w
oiN'�', — Wow/
pump's i t l% �1 Amperage should be no more than the um s maximum service factor lr;
111Ilp
amperage. m
Release the switch to the AUTO position.Make sure the pump comes on " w �,,u ,
61w w oltlmll�� �OOSN' Siifgl,r
as the timer cycles.Timer cycles are shortened to about 30 seconds in
test mode. h ,, ,
I
"rl 11 %r/l��I�II�������/ ����' ��m,^v�'�"0.u ';a rJ r rn��r �„ I'r 4 ,,., �� Il um,Nryu ivmmx,..
,I�Iw L
/� � ,', ire' �/ ,iI �4 rut
iii +,r nil 1, / ,1rI : 'lw ; ,.A% ❑ Float cords
�w,_ „,:rN� "I )I A ❑ Floats
����I"" r If 4p1,, Verify that the floats are in good condition and properly secured to the
1 XMP�S�IW�V / 1 i// V r�,'«I D) W m ,� ij�/ll
ply ��I'�II float tree.Verify that float cords are neatly wrapped inside the riser so
pP
Y�Nf �I II that they cannot interfere with the operation of the floats.Clean floats by
IMI� ilw �� , III ' f
u ; , I�� i`�(,'��/ w „° %% hosing or brushing them so that debris falls back into the tank,not into
L
II1i1111111 �M!'o�:d,iin Inpt Irr vault.
N�, � ,m .,J. I� �1�n '..,,, " n lumuu Ir; �, theem pump dil,!IiVr 1l " ' IIY9NA�11 1191��'h
9111 I Ip n '.. lf4u�pP'h(@��g�In 4V I�u H '�� Vld,g,, ii r �� w�l mi I� ��i��IW���������i���t�f�illlll�
r I� 04
��I��IIIIII Al ,II �y ri°iiil�' a W�III,IIh
ill ,1�,.,., , +0,, „
��
� "hI II"I �+Iif,
1111111111111 lll�K 8 R �/,01101111111111111,
w ' "Ch❑eckt el opatonble and lof the fosual ats and timers by lifting the float trees out of 1 4) Ha°� i ���; III �f,
the tank and discharge basin and following the instructions clipped inside i , err„
the panel door.
ke sure
t
and
when the appropriate float isra raised or lowered.
lowered.visual alarms are activated „,m " l�� .. ° �'�fl,
❑ Dial tone(telemetry only) ❑ Pump
For systems equipped with VeriComm°panels,use a phone line tester or Turn circuit breaker off at service panel.Switch MOA and circuit breakers
a phone to verify the presence of a dial tone. in control panel to"Off."Pull the pump and place it on a cleanable
surface,like the riser lid,or in a plastic trash can.Check the intake
Inspect/Clean Recirc Pump System screen;wash off particles as necessary.Record the kinds of particles
❑ Riser/Lid in the Comments section of the Field Maintenance Report form and
Make sure that the lid is intact,and replace it if necessary.Replace any report findings to user(for preventive maintenance).Reinstall the pump,
missing lid bolts.Check for marks of liquid infiltration or exfiltration. checking to make sure the discharge valve is open.
AIM-OM-ATX-1,Rev.1.0,2/08 • Copyright Orenco Systems',Inc.Property of Orenco Systems',Inc.Do not reproduce or distribute without written authorization from Orenco:800-348-9843.
16

AdvanTex® O&M MANUAL
PART 1 : START-UP AND ROUTINE MAINTENANCE
\ ,�\1111 1d 11.1)1111N u 0dIS ui! YIIIP �1 N1NBu 111 ! `11� 1) 111,1\\\\1111111�1 11)111.1\ \\\\1 \\\\\IV\\%\\\,.\\\,.\\\,.\\\\❑ Biotube°Filter Inspect/Clean AdvanTex Filter
❑ Biotube Pump Vault Open the AdvanTex Filter pod.
Clean the Biotube Filter at every visit.Make sure that the RSV is out.Slide
Biotube cartridge out of vault.Hold Biotube cartridge over open inlet of El Odor
tank or primary compartment.Carefully spray build-up into tank.(The ❑ Biomat
Biotube Cradle,available from Orenco,holds the Biotube Filter on the lip of ❑ Bridging/Ponding
the riser and directs debris into the tank away from the pump vault.)Flush Check that the odor and appearance of the biomat are normal.Pungent
vault bottom. or unusual odor,ponding(excessive liquid),and bridging(excessive solids)
lkiI17
are problems that need immediate attention.The Advanced Service Tips
and Troubleshooting Guide can help you ascertain the cause.You may
' ��,"' 1'@ b "''''1'
'u d 0'"!( N�" ( V " 'MIS? tih�c l irr'''''I
MI, 1� need to change the timer settings or discuss household habits with the
rr, ,, oo' NImul 1 M e - g g
� �� 'dY �ym a uV l ,,MWW I ���
1x ' � system users.
4;�,,jl 1I�"+ ^:w, 11?�d�l,,�. , 7"''?" ��,,,ul ,d
'1 lif ' °, k4 �"' ❑ Laterals/Orifices
1 Inspect the orifice shields.A clean area around an orifice cover is a sign of
m a plugged orifice;clean these orifices out before cleaning the laterals.
't" To clean and flush the manifold,open the flush valves at the ends of the
W I
❑ Recirculating Splitter Valve j
jet II v''
laterals and brush or the laterals.
Move the RSV from side to side to check that the balls move freely.Then ° '% � ����� ��
kW ;,Ipu Jjllll a r'b '„r �IIVYIu II 1, ,
verifythat the liquid level in the tank is within the normal range.If it is low, '', , ,, , uuf
q g
ICI ' �� � � ���,,,, „o � ���� �� ��
the ball mechanism could be jammed in the seated position.If it is high, , IIII a '
�'n�' ,r r,,,16G" V II"119�Ih flly
the balls and replace the balls or the cage if necessary.Don't replace the ,n I " �� '.„1„..,"„ ':a 1�ur
the RSV maynot be makinga tight seal when the balls are seated.Clean ,
^,w'w VIIIIICI,; 01' u' a' NI
RSV in the tank until you're ready to leave the site. j' p) i� ," 1 nn, R�! n
Measure Sludge/Scum s Yl���� „„� o" of ,�'
„'qd
Measure sludge and scum in both nil ��o� '�
compartments of the tank,and record 1 J, ,I "' GY%�
4�'
Maintenance Report form.Schedule ��� ����� ��
+^ ,�o '¢ v �� I� V �r�uNrvm ,,,'::' l�p;_ ".I
the measurements on the Field � � � l� � I
"I " 1:Ily ❑ Pod bottom
pumping of the tank when the bottom " "' i�
w a II I i, !) Pull out a few sheets,inspect the pod bottom,and note any excessive
of the scum layer is within 3 in.(75 °o 'pft � �;II 11 U buildup of debris.When you're done cleaning the manifold,remove the
mm)of the flow-through port of :r 4 ' ' ; ",t
the tank baffle or when the sludge ul'lu o1'' II RSV from the tank,and run the pump for two or three minutes with the
""' i1 flush valves open and the RSV removed to flush debris from the pod's
Iv
accumulates to within 6 in.(150 mm) oV1 '''1'
of the flow through port. ,o'"o`�1'' underdrain back into the tank.You can do this while you are performing
other tasks.After flushing,close the flush valves and make sure the orifice
Note any unusual appearance or smell of the tank's contents,and consult covers are on more or less straight.Replace the RSV in the tank.
the Advanced Service Tips and Troubleshooting Guide,available from your
AdvanTex Dealer,if necessary.If you find kitty litter,sanitary products, ❑ Intake vent
excessive grease,or other material that shouldn't be in the tank,talk to Make sure that the ventilation intake is not damaged or blocked,and
the residents of the home and remind them not to flush those things. clean or replace it if necessary.
Copyright Orenco Systems',Inc.Property of Orenco Systems',Inc.Do not reproduce or distribute without written authorization from Orenco:800-348-9843. • AIM-OM-ATX-1,Rev.1.0,2/08
17

AdvanTex® O&M MANUAL
PART 1 : START-UP AND ROUTINE MAINTENANCE
����������� p�i��iii u�u uii�iii��i�������a� q��a i�ii �i�� fi�i�� iui f pay 1�u�a�� ��������
� II���,�\\\1���1�111����dl�)��aII������Nl ,,01�I�d��1�1�1�1� „�uw,,.,�1\� �N1�0� �� NI�ININIB �N�1 �M W • �`�111111�\\\\�1� 1�1�11\\�\\\��\\�\\\11��,.111�1�1�1111��1111�1��111111� \\\\1 \\,:\\\\\\:\v\\%\\\:\\\:\\\:\\\\
Inspect/Clean AdvanTex Cleaning Wand,a hose,a backpack,or pressure washer(at low
Discharge Pump System pressure).Wash debris down into the pod,where it will drain back into the
processing tank.
❑ Riser/Lid
El Splice box ElReplaced UV items?
El Float cords ElReplaced/used other items?
El Floats Document any equipment replaced and any additional observations.
❑ Pump Final/Safety Inspection
If there is a discharge pump basin,inspect it and its components.Clean Review the Field Maintenance Report form to ensure all activities have
floats and pump by hosing them.If you pull the pump,check to make sure been performed.
the discharge valve is open after reinstalling.
❑ RSV reinstalled
Over time,solids may accumulate in the discharge basin.Use a trash If you haven't done so already,replace the RSV.
pump to pump these solids into the inlet end of the processing tank.
❑ Manifold reconnected and valves closed
Inspect/Service Make sure that the flush valves at the ends of the AX20 laterals are
Other System Components closed.
❑ Disinfection equipment
❑ Lids bolted on
❑ Dispersal laterals/orifices Replace all lids and tighten all lid bolts.
Follow the manufacturer's instructions to inspect and service other
components of the system. 19"u'(010 ;
/❑ln y "r, I�� ro ,
9 1, w l ;�u �o�m�1 1 u w l rr 1
Additional Services Rendered 1r1fw �f 'iy d 'I I' 4,
l%'R 1r /f rl/, ii ArOr fir/ �i / �
� � s 111/ �y� % ,G� ��/� tJ 7
❑ Cleaned textile sheets? y r �, � %��1;❑,,, , '❑/ , , i�,,,� ls, Y, i ,l��j
l���,! I � �ti�ff/��ir%�%❑jp�rfl/r;�i'�i��,��elH�/e�v f V' ,,,,,,,,,,,,,,„,„,„„,„,„
� �k 1�j�ii pot j,,%I,,�,p �% l°
�' " kii' ill y/f lr a p If0rI/l� // , A'NC� to
You should not need to clean the textile sheets every year,but it may be id , ,, ,, ,:" f I"I'Ey'
'4 1//tifYzz ' i fir/ ' y;1?(° h ff Iv, � /xX,?).''�''1��
necessary now and then.Don't clean them unless the buildup of biomat "rr,(a��l i.��" i J� I;, �,l'i �o > ` ,�r�
' ) o 0�, fir,,
is bridging across the sheets,because removing too much of the biomat fr , � 1� �w ��U `i /z,/ ,, i �d,
it ,,�� �� yit%0 I,,,„%q , ri a„r ;oi,' i
inhibits
s stem s treatment ;� � , r �( � ' I 4PIFI.�I, '� ,
t '" IL „T„,,174141,101,1h,11,1,,y,obl,„ill"YMVRIV �A °. .�n�uu � I r N IO 0 r om it kli v %/� )t vw,� ) II
1'tl"um d0 .,n, Y ��, II'u° i r, :;o
"u ,i ,I! � 1uP,jm , ;,Ii(' �,�n '�I :Pwy '�r how l i �I
7 u, vl
r'f WARNING: If lid bolts are missing,replace them with spares.If you have
lhl %il I 1 :11, Wiq at°10 l „1 ��
�,u t ^Ids ��td Ff no spare lid bolts,fasten the lid with a self-tapping screw,and immediately
I `,,p� ° d^°1° ml" ,,1 call your Dealer for replacement bolts.If the lid is unbolted or if the lid or
hi,'
rr r�, � 4b1U o � � �8' I .
,,/ - o r i;( , riser are damaged,be sure to securely block access to the tank openingM 0t','�„ fir �� before leaving the site. Open tanks are hazardous, and children or adults
111'`�� l ,,, who try to enter them may be seriously injured,asphyxiated,or drowned.
Po01 '• m M 4wi �
1i
l i �.a.q l mw "`�N, Ix i °:.t,I„�INuWUW9V mmW.i1i il I,I uw"�uv'
If you need to clean the sheets,remove the RSV so that solids can
freely drain back to the tank.Then clean the sheets one by one with the
•
AIM-OM-ATX-1,Rev.1.0,2/08 • Copyright Orenco Systems',Inc.Property of Orenco Systems',Inc.Do not reproduce or distribute without written authorization from Orenco:800-348-9843.
18

AdvanTex® O&M MANUAL
PART 1 : START-UP AND ROUTINE MAINTENANCE
����������� p�i��iii u�u uii�iii��i�������a� q��a i�ii �i�� �i�i" iui f pay 1�u�a�� ��������
\ ,��,�\\\1���1�111����dl�)��aII������Nl ,,01�I�d��1�1�1�1� ,�uw,,.,�1\� �N1�0� �� NI�ININIB �N�1 �M W �`�111111�\\\\�1� 1�1�11\\�\\\��\\�\\\11 �,.111�1�1�1111��1111�1��111111� \\\\1 \\,.\\\\\\,‘,\\%\\\,.\\\,.\\\.%
❑ Control panel reactivated Summary/Recommendations
Make sure that all circuit breakers have been switched back on.The panel ❑Treatment system is performing;no further action necessary.
will automatically return from test mode to normal mode in 30 minutes.
To manually return it to normal mode,hold down the alarm button on the ❑ Call for service
front of the panel until the alarm chirps.Close and latch the panel,and ❑Tank needs pumping
lock it if necessary. ❑ Other?
�� ���'/ "i ,, pill l puupipi : AiAi ;
pp ,�4.I 1 Check-off or document final recommendation(s).Back at the office,
IIN�Nhli�Pll d�MpNli3;�r�I�VlMrfdi�il �
r
�, 10 schedule any necessary follow-up.
p ,Cl1iV6 ,, h
�I�YI����� 1 w Hass i P V Ili
11 loin , , Iiii � 1 1,I1�1, Comments
Vi 1111
f1 „e 1,1.1,, um ❑� III II iY u
I�oN� i IY�r„ Nuuuul . I� f h
N v i, VWl '�I q1 Prfi Record any additional observations from your visit on the Field
I, NI.
II,Il III f�� o�o
mimic�C� Illli
j ,,,III Maintenance Report form,along with information about equipment
IIII M IYVV0��byI IIII / I
" �� �i I1I 11nnnnq� I // 11"�1�1 repaired or replaced.
Oro lllllllllllllllll I 6l n
ihidl IuuO " i101i ;r nm% �i/
1v^" IIGmi ti "u (llllllllllllllffdl�;� ,li,� I
ar'I�r 9 i �� ) 1f1��! �RhIIIP�.�
Map+„�:��I ,111 p4��IIII� 1 ,„„„ I �P�� Fax the completed form to the number on the bottom.The automated
�/1 %I
iw��ar� wllluUllm„ul / i
system will record the completion of the site's visit and archive an image
VI�� ilii WT' "x ' ❑//J/ II
11 I� i� of the form on advantexservice.com for future reference.
I
�!�f r%1 f �g� d / � I I 1h p�� it 1)f i'lv /�N� I' ° y"III
�,r �; 1� � � yW ) Yl�lll i�i�Ir f t,
re �Gl ��i �i Sul
Q
a( ,Ilu;l' 0 °fir,' 4 e,,P,I ,,4 t, m
Copyright Orenco Systems',Inc.Property of Orenco Systems',Inc.Do not reproduce or distribute without written authorization from Orenco:800-348-9843. • AIM-OM-ATX-1,Rev.1.0,2/08
19

AdvanTex® ► MANUAL
PART 1 : START—UP AND ROUTINE MAINTENANCE
\1\ \\\\\ 11@ \\1\\ INI IIII 111111111111111\\\\\ 111,. 0111011.101100n10 1111111111\\111
'�' \r. i„ '�i„ 1�. .,an N 1� � I �.mm 1���� `111 1 �11�i1�� �i`�`i1
� i(i � i(i 1 nm nm R (" I
Field Maintenance Report
Unscheduled
rv(rerraP1*wr WNW Mho
(%MO 0 ,,0 0,7.4oryi N"Yw;rm
AA'Sir Vrur Cwnsmrrryr R,Mr PartM RINI VOL m camr amr 00,17
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r°rariee: 1.Neaaa
Notification of site condition Sonikfee Rendered'.
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Site camnditiairn of time of caml!I
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.: ldraw Sewage Backup ..... ......... ........ ....... ...... ......... ......... ........
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Fiell4d Sontprebrig/Observations w 0 �MbmrumntdwrarrR � a lg rVa�
Herrrrocrerp Net necessary
aurMu v. .. ..M. T �,�. ......... .. ..�.,. ........,. .........,.......�,
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Conditions at site
Ai uw Da 'turern 1�Mee .........,�5 ......... ......... ......... ......... ......... ..................,,,
gpw yet,ii re rr rypae Notes/Fin n I ttecaannmtmmrrd theme
Tank IV IJ(had Level, ;Normal t IHight High
rrrrpa prn':rlirrmwal n,,,,,'Yea '.,,,A Mee
IDrrt r5rl gaeamkerd
FM�m,irra,.., THprpevs r 11 rwr J a'ebb IFinal/Safely Ierlepoction;
[trr Area ,. Tbd�pamrW?.J d?rr ��rmrr Lrthi he ledon? mMs
eroraals.. Tr01111id; �IOrn , f OrG rdd rr rrt rarwrr inl i
ATRIM Reerdir;uMr epppllrcatata CLrrrMrrrd Pant!andeavateal 1 Yea 3 IN e
0rrr uremril the raeerrd MMus by shading tore addraprialit Cbrouit BtaaaadsJ,
rip rtr and eeepuare as brroOir.arrrrrt by the yellow and red r..Fl„IP, grws.�le:r u J+>,yrp CI rlrsm°rrrp r ,.�a,w a ,,. err err aaMw (,a r or _1 latd
�.. I.:.�a Ia ,,,,Y I� I Time f"`� ara at She Trowel Tupper Total TanaMdtals J d, ri r,p
Orrtrr.ier l g
PAPINIA I ,On OIl PAVAN
9Cr roman u r k°aM rrea rr m
001150SIrrr
Fax completed form to 1-866-3 4-740 t
AIM-OM-ATX-1,Rev.1.0,2/08 • Copyright Orenco Systems",Inc.Property of Orenco Systems",Inc.Do not reproduce or distribute without written authorization from Orenco:800-348-9843.
20

AdvanTex® 0 41 MANUAL
PART 1 : START-UP AND ROUTINE MAINTENANCE
!!' \g,,.111 1 INN 0dIS Iti it, ‘1 ���11�� U� II
C igi , mistt%ii m I 01u1" 1�1�1 nR LIkkk\ \\\\,.\\\,.\\\,.\\\,.\\\,.\\\,.\\\,.\\\,.\\\.\\\\
Unscheduled Maintenance Procedures Field Sampling/Observations
If you receive an alarm call or phone call that requires a visit to an ❑ Necessary
AdvanTex site,download the"Unscheduled Field Maintenance Report" El Not necessary
from www.advantexservice.com.The top of the form should be pre-filled
with information about the site.If any information is missing,fill it in. If the cause of the problem is not immediately apparent,use proper
techniques(described in the Scheduled Field Maintenance section)to
Depending on the type of problem that caused the alarm,you may not sample effluent from the RSV.Do this first so that subsequent activity will
need to check all the boxes—they're just there to reduce the amount of not contaminate the sample.Test the sample's clarity,pH,and dissolved
writing you have to do.But do use the notes areas to record any repairs oxygen,and record the results on the form.Also check the box that
or adjustments you make,and to document anything unusual.These describes the odor of the sample.
notes may help you on future service calls,and they help Orenco and your
Dealer identify patterns of problems. Conditions at Site
We recommend that you send a copy of this form to the homeowners Alarm On ❑Yes ❑ No
after your visit.This reinforces any advice you may give them about proper (If yes,alarm type
use of their system.It also reassures them that the VeriComm°monitoring
system is working and that you are diligently maintaining their system. Tank Liquid Level ❑ Normal ❑ High ❑ Low
Notification of Site Condition Pump Operational? ❑Yes ❑ No
ElMade by VeriComm Monitoring System Circuit Breakers
❑ Made by Homeowner Recirc ❑ Tripped ❑ On ❑ Off
❑ Other Discharge ❑ Tripped ❑ On ❑ Off
Indicate whether you learned about the problem from the VeriComm Controls ❑ Tripped ❑ On ❑ Off
system,from the homeowner,or some other way—perhaps from a
neighbor. Record the status of each part of the system on the form.Use the Notes
field to describe problems in more detail.
Site Condition at Time of Call
El Alarm VCOM ATRTU Board (if applicable)
Shade the appropriate circles to indicate which inputs(yellow)and outputs
❑Tank Overflow (red)are active on the ATRTU board inside the panel,and record the status
❑ Odor of the green power light.
❑Sewage Backup t r
❑ Other I 'h 04,
Describe the condition that prompted the alarm. �� � r�vo ' � "
tiro 1,11
WARNING: Do not enter tank. Entering a tank without proper confined 1u � � � �''° „
of Red output
space procedures and equipment can cause serious injury, asphyxiation, f�� - vtj11,11
LEDs
rwninflwta. FJ UyNYtl'tl"�'N�IU1 �i rm.
or drowning.
rorff �� i{ � �'aio
'„;/.11!
viaaz
4 mwwwvvv
w�a m �aa o-P r a�:� m �f o t�
Yellow input LEDs Green power LED
Copyright Orenco Systems",Inc.Property of Orenco Systems",Inc.Do not reproduce or distribute without written authorization from Orenco:800-348-9843. • AIM-OM-ATX-1,Rev.1.0,2/08
21

AdvanTex® ► MANUAL
PART 1 : START-UP AND ROUTINE MAINTENANCE
Iti la, VI I tN I t � 0 �� 1 1 11 \\V 11 y\ � \\.\\\A
Juve\1%:I)� %o1l 1 �� % � � \
Cause of Malfunction Final/Safety Inspection
❑ Mechanical Lids bolted on? ❑Yes ❑ No
❑ Process-Related (If damaged,comment
When you have found the cause of the malfunction,record whether Control panel reactivated? ❑Yes ❑ No
it is a mechanical problem(such as failure of a float or loosening of a
connection)or a problem with the biological processes in the system Circuit Breakers:
(such as recirculation ratio,system abuse,or insufficient ventilation). Recirc: ❑ On ❑ Off
Describe the problem in as much detail as possible in the space provided.
Discharge: ❑ On ❑ Off
Services Rendered
Controls: ❑ On ❑ Off
Describe what you did to correct the problem.
Verify the condition of system components upon leaving the site.
Parts Used
Record any new parts you installed.Check the appropriate box to show Time/Date/Signature
whether they are covered under warranty or billable to the customer. Record time at site and travel time.
Notes/Final Recommendations Sign and date the form.Then fax it to the number at the bottom.The
bar code at the top will ensure that a PDF of the form will go into the
Write down any observations about this incident that will be useful to you, Service Provider's inbox on advantexservice.com,for assignment to the
the homeowner,your AdvanTex Dealer,or Orenco. appropriate site.
WARNING: If lid bolts are missing,replace them with spares.If you have Make a copy of the form and send it to the homeowner,along with the
no spare lid bolts,fasten the lid with a self-tapping screw,and immediately invoice.
call your Dealer for replacement bolts.If the lid is unbolted or if the lid or
riser are damaged,be sure to securely block access to the tank opening
before leaving the site. Open tanks are hazardous, and children or adults
who try to enter them may be seriously injured,asphyxiated,or drowned.
AIM-OM-ATX-1,Rev.1.0,2/08 • Copyright Orenco Systems",Inc.Property of Orenco Systems",Inc.Do not reproduce or distribute without written authorization from Orenco:800-348-9843.
22

AdvanTex® ► M MANUAL
PART 1 : START—UP AND ROUTINE MAINTENANCE
\��\\11111 \\1 VIV \\\\ 1101,11111\101111111! IIII 1111 \\\\ 111
�� 11 p\\1 pV�\� \ @ \\\1 � 111@ 1�� 11�1 � �1�t ��a���H�°��,Q��� ��,,��,� �tlm ����. � �u���0�� III1����t � ��r.�nn II �1�� 1������ % ���� v �����U����V� �� ��u� �� �U1��� �U��� �U���VII� ��� � � 1�������%���� ��U� � \\\\ ‘\\ \\\\\\\\\\\\\\\\\%
AdvalinlTex ,,, ; % f r/ r„
Change et Service Provider
Authorization rm
...............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
dN'�'�^3W4M Ne101
IMFV 81114, r fC<Iry N"sYa rrl{A CIA.W
Hill this form out completely, have it signed by the N oim eo nerr and fax to
1- 1- -' 4
Previous Service Provider:
New(ontir r q Start prate;
Additional Ctnrnreerat ;
New::Snarv6ce' rGO:der Na,me Company Nor
New; rrrrrrrru D"'rrurrrr4r:r Signature r7rrtrure Date
As the hor"I"lk ;Yvvn r,you acknowledge that°tof,r are tsr t sunder"contract with any other Ac tlirrlr.K*I Service Provider as of
the'''New Contract Stad Daate,,, anted above,
H1oarnrruwnurr ,ign,aturr Dote:
Fax completed form to 1,,,541I.4511.28, 4
Copyright Orenco Systems",Inc.Property of Orenco Systems",Inc.Do not reproduce or distribute without written authorization from Orenco:800-348-9843. • AIM-OM-ATX-1,Rev.1.0,2/08
23

AdvanTex® ► M MANUAL
PART 1 : START—UP AND ROUTINE MAINTENANCE
111 Illl�ul \\\\ 1111111111� 11111 Ill�� 11 u�l 01 \ I�p) 0lama
���� � ����� �1Noutlt� ��RV�t1U�V�u���1��������10��� � � ������� ��U�t\V��U� ����\���1��V�t1U ���������� baa
U ����\����\\���\\���\\���\\���\\���\\���\\���\\���\\���\�\���\�\���\�\���\�\���\�\���\�
Consistent maintenance is important to ensuring the excellent new service provider should log onto advantexservice.com and do the
performance of AdvanTex Treatment Systems.So,when a service contract following:
expires,it must be renewed,either with the existing service provider or • Print the"Change of Service Provider Authorization Form."
with another Orenco-authorized service provider.advantexservice.com • Fill out the form,including the site information,previous
provides tools to help with this effort. service provider's name,start date of the new contract,and
When a service contract expires,contact the homeowner and offer a any explanatory comments.
renewal.If the homeowner renews the contract,update the information in • Have the homeowner sign the form.
advantexservice.com. • Add your name,company name,and signature and fax the
form to Orenco at the number on the bottom.
If the homeowner does not renew the contract within 60 days,notify
the Dealer(if the system is still under warranty)and make a note in Once the form is received,you will have access to the site information
advantexservice.com.If a service contract is required by law,notify the for that system,so you can schedule the next service call.In addition,the
county or other regulatory jurisdiction as well. automated system will archive an image of the form on advantexservice.
com for future reference.
Whoever becomes the new service provider needs to have access to the
site information for that system.Before meeting with the homeowner,the
AIM-OM-ATX-1,Rev.1.0,2/08 • Copyright Orenco Systems",Inc.Property of Orenco Systems",Inc.Do not reproduce or distribute without written authorization from Orenco:800-348-9843.
24

AdvanTex® ► MANUAL
PART 1 : START-UP AND ROUTINE MAINTENANCE
\\1\ 111111111 NI1 1\\\\ 1111N 1 N 111111N11N1�11\\\\\\ 71111 .111),\\\ \\\\\1111111111 I1C1 IINIIVNI h N�\�� Vi�Nii�1�lNNli V ��V pp Ii is\��1\\\\�����1\�����111�11�1�11 ,„U�1111�1 I� (� I � N , ��11\1�\\\\�1\1����11111,.,\\�\\� \\�11111� ���11 ���111�111 �UIIIIIullllll�lll 11��1����\\\\��\11�\�1��NN N(m A ' iu \!AP �( ,,. � 4N N I ��, II 'N° ,�mr1 II���� roI�1 ��iId ����� �ROV11111V��1 \0�1RU� 111RV����V���RU����V� �U�1IV VRM'0�1RU� �M\��������U�� ��E� ��1VNu ��������V�VR����� ���1R 1111�10NV���1�� � \Al
\���\�\���\�\���\�\���\�
The following chart shows recommended timer settings for a new system.
RESIDENTS TIME ON(SEC) TIME OFF(MIN) NOTES
2 10 sec(.17 min) 20.00 • Assumes water usage of 50 gal.(190 L) per person per day and a return recirculation
3 15 sec(.25 min) 19.75 ratio of 3: 1 (Filter recirculation ratio of 4:1).
4 20 sec(.33 min) 19.45 • Override OFF cycle time is set at one-half of the OFF cycle time.
Override ON cycle time is set the same as the ON cycle time.
5 25 sec(.42 min) 19.70
6 30 sec(.50 min) 19.50
As you gain experience with a system,you may conclude that you need to make adjustments,sometimes significant ones.This worksheet is intended to help you deter-
mine appropriate start-up timer settings(Pump ON,Pump OFF)for a single-pod AX20 system.Typical values and ranges are provided for each parameter.If you have any
questions or if your values fall outside the desired ranges on this worksheet,contact your Dealer.
PARAMETER TYPICAL VALUES NOTES
Number of people 3 Range of 2 to 8 people.
Water usage per person 50 gpd(190 L/d) Typical daily average is 50 gal.(190 L)per person.
01 Actual daily flow(total) 150 gpd(570 L/d) (Number of people)x(water usage per person).
Rb Return recirculation ratio 3:1 You can adjust this ratio(return flow to forward flow) up or down depending on system per-
Rf Filter recirculation ratio 4:1 formance.(Range of 2 to 6.)
Total daily flow to AX20 600 gpd(2280 L/d) (Actual daily flow)x(return recirculation ratio+1).Must be<_3000 gpd(11,370 L/d).Actual
flow should not exceed 500 gpd(1895 L/d).(500 gpd x 6:1 Rb=3000 gpd)
Qd Actual pump dose rate 33.3 gpm(126 L/min) Determine this value by field-testing or by using Orenco's PumpSelectTM.Start at the low
end.
Td Pump ON cycle time(dose) 0.25 min Select a value between 0.17 minutes(10 seconds)and 0.75 minutes(45 seconds).
Tr Pump OFF cycle time(rest) 19.75 min See Pump OFF equation below.
PUMP OFF EQUATION EXAMPLE
Plugging in the above values and rounding results in the following:
1440 • Td t Qd 1440 4 0.25 = 33.3
T = —Td T = — 0.25 = 19.74=19.75
(Rb+ 1) . Qi (3 + 1) . 150
After you determine your Pump ON and Pump OFF times,double check to make sure your start-up settings fall within the cycle time(CT)range,below.If they
don't,make adjustments per the"Note."
ADDITIONAL PARAMETERS TYPICAL VALUES NOTES
CT Cycle time 20 min Low flow applications may result in cycle times of an hour or more,which can cause the
media to dry out or odors to develop in the recirc tank.If CT is much more than 30 minutes,
consult your Dealer or Orenco for suggested adjustments.
Pump cycles per day 72 cycles 1440 min/day+(OFF cycle time+ON cycle time).Must not exceed the pump's maximum
rated cycles of 300 cycles per day.
Gallons per cycle 8.3 gal.(31 L) With 68 orifices and using the Td range recommended above,you will maintain the recom-
mended 0.08 to 0.25 gal.(0.45 to 0.95 L) per orifice per dose.
Copyright Orenco Systems",Inc.Property of Orenco Systems",Inc.Do not reproduce or distribute without written authorization from Orenco:800-348-9843. • AIM-OM-ATX-1,Rev.1.0,2/08
25

AdvanTex® ► MANUAL
PART 1 : START—UP AND ROUTINE MAINTENANCE
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\� \0��1�\\\��1\\1����111�11�1�Gig ,,U�1111�1!pc � ! NI��1� 0hhltli� ��IIIIIIIIIIN; llll� !�����\\m�� \ \��\m����1�1�IVs����ah���a111�,.,�!N�111�p1�1�11111�11
u�N��N�� �i�,,. (N(f n� �INo@(��iin ��oawi i N'�f�,,nn� II 'n��n (N(m I unu��luru\��P\� �e,Hpiu\u�� �,.}III II'' �4Nf I \\\A\A\A\A\A\A\A\A\A\AA
tut
Orenco will provide the float and RSV settings for tanks that are approved
for use with AdvanTex Treatment Systems in your area.Service Providers
are simply required to verify that the float and RSV settings are correct.
This diagram shows how these settings are established for AdvanTex
Treatment Systems that use a VeriComm°Control Panel.The diagram
shows both a Mode 1 and a Mode 3 setup.For Mode 1 setups,the
recirculating splitter valve(RSV)is installed in the second compartment,
with the Biotube pump vault.For Mode 3 setups,the RSV is installed in
the first compartment,under the inlet riser.
I 1.
1
1
1
i
NOTE:Maintain a minimum 0.25" NOTE:Maintain a minimum 0.25"
! per foot slope from the pod outlet per foot slope from the pod outlet
i the RSV inlet. to the RSV inlet.
i
ito
i
1 i 1 I / IIII �� I i r ♦ 2„ 2„
111
min.2' —High water alarm- r
t r (51 mm) Override timer
arox.2"
Normal 100%discharge —(5pp1 mm) approx.6" Surge volume approx.6"
(152 mm) (approximately 250gallens)(945L) (152 mm)
RSV —__ .--- - v——Nominal low operating liquid level(100%recirc)--_ L-
cage min.4" IIL
(102mm) Lowwater-alarm/redundant off
NOTE:For Mode 1
.I' Flaw-through port in baffle W installations,the Standard
RSV will be located in
the second compartment
of the tank.
NOTE:For Mode 3 installations,
the Duckbill RSV will be located in
the first compartment of the tank. 60°/u to 70%
of X
AIM-OM-ATX-1,Rev.1.0,2/08 • Copyright Orenco Systems",Inc.Property of Orenco Systems",Inc.Do not reproduce or distribute without written authorization from Orenco:800-348-9843.
26

e
AdvanTex® 0 41 MANUAL
PART 1 : START-UP AND ROUTINE MAINTENANCE
1\ \1\11 NV� 1�!":q 111 0 I1N II 111 P\\ I 1117,7 11�1 p1 1 �\�\\�\\�\\�\\� N N , f $ 'iin (I n" I nn k 1 I 0 " �rvb , ,,1 II . !� p •i �� vid �1RO11� 111 � �lltlt 111‘1111 U :�1 \ M II It I111111 �V�111�u
=--1 Typical RSV Levels
For stinger pipe lengths up to 24 in.(610 mm)long,the"normal low
operating liquid level"will be approximately 5-6 in.(127-152 mm)below
the top of the RSV cage.(The normal low operating liquid level is the level
k L at which 100%of the filtrate returns to the tank.)For most residential
applications,the recommended surge volume—the volume between
the low liquid level and the high water alarm float—is approximately
250 gallons(948 L).For Mode 3 installations,the duckbill model RSV,
Standard internal splice box which has a flexible PVC tube that vents the RSV cage to atmosphere,is
required.
Typical Float Levels
1
An Be sure to check the plans for any site-specific or tank-specific float
ai ;- hI 0 settings.The top float is normally set equal with the tank's invert of inlet.
1 ) I' , . The bottom float should be approximately 4 in.below the normal low
1 11,,, :_ ' operating level.
, -
--
`- E.Effff iv '( = NOTE: Before leaving the site, verify that the"low water alarm/redundant
1 �(li _ External Splice Box off"float is positioned at least 10 in. (254 mm)below the top of the RSV
- - cage.
1' =
I
7t
Illrildl�llll—l—
approx.2" — III
(51 mm) Normal 100%discharge
RSV I ---
cage
•nil
rOppi
M .t
��O®i®>•i,��
�i;irai�®i'•i
Copyright Orenco Systems",Inc.Property of Orenco Systems",Inc.Do not reproduce or distribute without written authorization from Orenco:800-348-9843. • AIM-OM-ATX-1,Rev.1.0,2/08
27

AdvanTex® 0 • M MANUAL
PART 1 : START-UP AND ROUTINE MAINTENANCE
!\111:21 1\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\A
O : M
MAN UAL
NSF®

RAIN BIRD® RAIN BIRD®
MnO
Rain Bird Sales, Inc. RSD-BEx
Contractor Division
970 West Sierra Madre Avenue III
Azusa,CA 91702 USA
Phone: [phone] koo
Fax [phone] r, ,u
1
Technical Assistance (USA and Canada only): �
800-247-3782
RSD-CEx
Rain Bird Sales, Inc.
Commercial Division RSD RAIN SENSOR
6640 S.Bonney Avenue
Tucson,AZ 85706 USA Installation&Operating Instructions
Phone: [phone]
Fax: [phone] RSD RAIN SENSOR
Specification Hotline(USA and Canada only): Manuel d'Installation et de Fonctionnement
800-458-3005
RSD REGENSENSOR
Rain Bird International, Inc. Anleitung fur Installation and Bedienung
145 North Grand Avenue
Glendora,CA 91741 USA EL SENSOR DE LLUVIA RSD
Phone: [phone] Guia de InstalaciOn y OperaciOn
Fax: [phone]
www.rai nbi rd.com
SENSOR DE CHUVA RSD
Guia da Instalapao e da Operapao
SENSORE PIOGGIA RSD
Guida all'Installazione e Utilizzazione
RSD REGENVOELER
Instructies voor Installatie en Bediening
© 2001 Rain Bird Sprinkler Mfg.Corp.04/01.
All rights reserved.
P/N 172182A ®Registered trademark of Rain Bird Sprinkler Mfg.Corp.

RSD Rain Sensor
The RSD Rain Sensor automatically monitors rainfall and
shuts off your sprinklers to prevent unnecessary watering.
NOTE:The RSD Rain Sensor is a low-voltage device
compatible with all 24 volt alternating current(VAC)
control circuits and 24 VAC pump start relay circuits. DO
NOT USE with any 110/250 VAC devices or circuits,such
as direct-acting pump start systems or pump start relays.
The RSD Rain Sensor is rated for use with up to three
Rain Bird 24VAC,7VA solenoid valves per station,plus
one master valve.
1. Selecting a Location
Select a mounting location where the rain-sensing head will
receive direct rainfall. Make sure the head extends beyond
the roof line,tree limbs,and any other obstructions. Install
the Rain Sensor in an area that receives as much rain and
sunlight as the grass.
Be sure to mount the sensor above spray from sprinklers.
Avoid mounting locations such as those shown in
Illustration 1.
2. Operation
Set Rainfall Setting
The rainfall setting determines the amount of rainfall needed
to prevent your irrigation system from watering.You can
adjust the rainfall setting from 1/8'to 3/4' (5mm to 20mm).
The ideal rainfall setting for your location depends on soil
type,humidity,amount of direct sunlight the sensor receives,
and frequency and amount of rainfall.The table below gives
some guidelines to help determine the appropriate rainfall
setting.
Irrigation site conditions Rainfall setting
•Dry climate/low humidity 1/8'to 1/4'
•Infrequent,light rains (5mm to 10 mm)
•Sensor receives long periods of
direct sun
•Clay-type soils
Moist climate/hi high1/2'to3/• g humidity 4"
•Frequent,heavy rains (15mm to 20mm)
•Sensor mounted in a mostly shady
area
•Sandy soils
NOTE: At the 1/8'or 5mm setting,a very light rainfall
will activate the sensor and suspend watering.The 1/8'or
5mm rainfall setting is not recommended in areas with
high humidity.
To set the rainfall setting,turn the sensor dial cap until the
desired rainfall setting lines up with the arrow on the sensor
body(A),as shown in Illustration 2.
RSD Rain Sensor 1

Set Vent Ring
The vent ring determines"drying time" the length of time
the sensor turns off irrigation after a rainfall. For most
installations,set the vent ring to the fully open position.
For some installations,such as sites where water pools after
rainfall,set the vent ring to a partially open position.This will
shut down the irrigation system a little longer after a rain.
To set the vent ring,turn the vent ring knob below the dial
cap to the desired position,as shown in Illustration 3.
3. Mounting
NOTE: Follow the installation instructions carefully and
install the unit only in full compliance with the National
Electrical Code (NEC)or your local electrical code.
Bracket Model
To install the RSD-BEx Rain Sensor bracket model:
1. Select an appropriate mounting location within 251
(7,6m) of your controller.
2. Drive two mounting screws through the mounting holes
(A) in the main mounting bracket,as shown in
Illustration 4 (A). Use fasteners appropriate for the
mounting surface(wood,tile, masonry, etc.)
Conduit Model
To install the RSD-CEx Rain Sensor conduit model:
1. Thread the Rain Sensor's lead wires through an adaptor
fitting appropriate for your installation and screw the
sensor into the adaptor,as shown in Illustration 5.
2. Make sure the Rain Sensor head is level and extends far
enough beyond the roofline to receive unobstructed
rainfall.
3. Run the extension wires through the conduit(if
necessary,follow the procedure for wiring a"Normally
Open"controller,as described in Section 4 "Rain Sensor
Wiring").
4. Secure the adapter fitting to the conduit.Then connect
the Rain Sensor to the controller using the appropriate
procedure,as described in Section 4.
4. Rain Sensor Wiring
All Rain Bird controllers,and most controllers by other
manufacturers,are installed using a"Normally Closed"
method.Select the appropriate procedure to install the
RSD Rain Sensor to your controller.
2 RSD Rain Sensor

Normally Closed Installation
NOTE: The short lead wire labeled "Normally Open" is
not used with this installation method.
Controllers With Rain Sensor Terminals
Many modern controllers(such as Rain Bird's E Class,
ESP-LX+,and ESP-MC) include built-in terminals for rain
sensor lead wires. Dedicated rain sensor terminals are
usually labeled "sensor"or"SN" on the controller's terminal
strip.
1. To connect the rain sensor,remove the jumper wire(if
present)from the controller's rain sensor terminals.
2. Connect the lead wires from the rain sensor to the
controller's sensor terminals,as shown in
Illustration 6.
Controllers Without Rain Sensor Terminals
Use the procedure below if your controller does NOT have
dedicated rain sensor terminals.
1. Disconnect the wire from the common terminal ("C" or
"COM")on the controller's terminal strip.Then connect
this wire to either of the Rain Sensor's leads.
2. Connect the remaining Rain Sensor lead to the common
("C"or"COM")terminal on the controller's terminal
strip,as shown in Illustration 7.
Normally Open Installation
Some non-Rain Bird controllers require rain sensors to be
installed "Normally Open" (N.O.) Use the following
procedure if your controller requires normally open
installation.
1. Cut either of the Rain Sensor's colored lead wires and
connect it to the short lead labeled "Normally Open."
2. Seal the connection in accordance with the National
Electrical Code (NEC)or your local electrical code.
3. Consult your controller manufacturer's manual to
determine the appropriate procedure for connecting the
Rain Sensor to your controller.
5. Testing the System
To make sure the RSD Rain Sensor is properly installed,turn
on any controller irrigation zone and verify that the zone
comes on.Then press the Rain Sensor plunger located in the
top of the dial cap,as shown in Illustration 4 (B).
The irrigation system should stop watering within a few
seconds. If the system does not shut off, check all wiring
connections to make sure the rain sensor system is correctly
installed.
RSD Rain Sensor 3

For assistance, call Rain Bird Technical Services at
800-247-3782 (USA and Canada only).
6. Maintenance
The RSD Rain Sensor operates automatically and usually
requires no regular maintenance.
However,the fibrous disks inside the dial cap sometimes
become contaminated with debris or insects. If this happens,
use the following procedure to clean the Rain Sensor.
1. Turn the dial cap to the 3/4'rainfall setting,as shown in
Illustration 2.
2. Press the tab labeled "Press"on the side of the sensor
body,as shown in Illustration 8 (A).Then turn the dial
cap about 11/4 turns further to remove the cap from the
sensor body.
3. Remove the plunger and disks from the sensor body,and
wash them in clean water.
4. Reinstall the plunger and disks.Then reset the rainfall
setting to the desired position,as shown in
Illustration 2.
Declaration of Conformity
Application of Council Directive:89/336/EEC
Standards To Which EN55022AS/NZS3548 Class A
Conformity Is Declared: EN50082-1:1992
EN61000-4-2
EN61000-4-3
ENV50204
EN61000-4-4
EN61000-4-6
EN61000-4-8
Manufacturer's Name: Clemar Manufacturing Inc.
Manufacturer's Address: 7590 Brittania Court
San Diego,CA 92713 USA
[phone]
Equipment Description: Irrigation Controller
Equipment Class: Generic Res,Comm,LI-Class A
Model Name: Rain Sensor
I the undersigned,hereby declare that the equipment specified above,
conforms to the above Directive(s)and Standard(s).
Place:
Tijuana,B.C.,Mexico
Signature:
Full Name:
John Rafael Zwick
Position:
General Manager
4 RSD Rain Sensor

A

RAIN BIRD® RAIN BIRD®
MnO
Rain Bird Sales, Inc. RSD-BEx
Contractor Division
970 West Sierra Madre Avenue III
Azusa,CA 91702 USA
Phone: [phone] koo
Fax [phone] r, ,u
1
Technical Assistance (USA and Canada only): �
800-247-3782
RSD-CEx
Rain Bird Sales, Inc.
Commercial Division RSD RAIN SENSOR
6640 S.Bonney Avenue
Tucson,AZ 85706 USA Installation&Operating Instructions
Phone: [phone]
Fax: [phone] RSD RAIN SENSOR
Specification Hotline(USA and Canada only): Manuel d'Installation et de Fonctionnement
800-458-3005
RSD REGENSENSOR
Rain Bird International, Inc. Anleitung fur Installation and Bedienung
145 North Grand Avenue
Glendora,CA 91741 USA EL SENSOR DE LLUVIA RSD
Phone: [phone] Guia de InstalaciOn y OperaciOn
Fax: [phone]
www.rai nbi rd.com
SENSOR DE CHUVA RSD
Guia da Instalapao e da Operapao
SENSORE PIOGGIA RSD
Guida all'Installazione e Utilizzazione
RSD REGENVOELER
Instructies voor Installatie en Bediening
© 2001 Rain Bird Sprinkler Mfg.Corp.04/01.
All rights reserved.
P/N 172182A ®Registered trademark of Rain Bird Sprinkler Mfg.Corp.

RSD Rain Sensor
The RSD Rain Sensor automatically monitors rainfall and
shuts off your sprinklers to prevent unnecessary watering.
NOTE:The RSD Rain Sensor is a low-voltage device
compatible with all 24 volt alternating current(VAC)
control circuits and 24 VAC pump start relay circuits. DO
NOT USE with any 110/250 VAC devices or circuits,such
as direct-acting pump start systems or pump start relays.
The RSD Rain Sensor is rated for use with up to three
Rain Bird 24VAC,7VA solenoid valves per station,plus
one master valve.
1. Selecting a Location
Select a mounting location where the rain-sensing head will
receive direct rainfall. Make sure the head extends beyond
the roof line,tree limbs,and any other obstructions. Install
the Rain Sensor in an area that receives as much rain and
sunlight as the grass.
Be sure to mount the sensor above spray from sprinklers.
Avoid mounting locations such as those shown in
Illustration 1.
2. Operation
Set Rainfall Setting
The rainfall setting determines the amount of rainfall needed
to prevent your irrigation system from watering.You can
adjust the rainfall setting from 1/8'to 3/4' (5mm to 20mm).
The ideal rainfall setting for your location depends on soil
type,humidity,amount of direct sunlight the sensor receives,
and frequency and amount of rainfall.The table below gives
some guidelines to help determine the appropriate rainfall
setting.
Irrigation site conditions Rainfall setting
•Dry climate/low humidity 1/8'to 1/4'
•Infrequent,light rains (5mm to 10 mm)
•Sensor receives long periods of
direct sun
•Clay-type soils
Moist climate/hi high1/2'to3/• g humidity 4"
•Frequent,heavy rains (15mm to 20mm)
•Sensor mounted in a mostly shady
area
•Sandy soils
NOTE: At the 1/8'or 5mm setting,a very light rainfall
will activate the sensor and suspend watering.The 1/8'or
5mm rainfall setting is not recommended in areas with
high humidity.
To set the rainfall setting,turn the sensor dial cap until the
desired rainfall setting lines up with the arrow on the sensor
body(A),as shown in Illustration 2.
RSD Rain Sensor 1

Set Vent Ring
The vent ring determines"drying time" the length of time
the sensor turns off irrigation after a rainfall. For most
installations,set the vent ring to the fully open position.
For some installations,such as sites where water pools after
rainfall,set the vent ring to a partially open position.This will
shut down the irrigation system a little longer after a rain.
To set the vent ring,turn the vent ring knob below the dial
cap to the desired position,as shown in Illustration 3.
3. Mounting
NOTE: Follow the installation instructions carefully and
install the unit only in full compliance with the National
Electrical Code (NEC)or your local electrical code.
Bracket Model
To install the RSD-BEx Rain Sensor bracket model:
1. Select an appropriate mounting location within 251
(7,6m) of your controller.
2. Drive two mounting screws through the mounting holes
(A) in the main mounting bracket,as shown in
Illustration 4 (A). Use fasteners appropriate for the
mounting surface(wood,tile, masonry, etc.)
Conduit Model
To install the RSD-CEx Rain Sensor conduit model:
1. Thread the Rain Sensor's lead wires through an adaptor
fitting appropriate for your installation and screw the
sensor into the adaptor,as shown in Illustration 5.
2. Make sure the Rain Sensor head is level and extends far
enough beyond the roofline to receive unobstructed
rainfall.
3. Run the extension wires through the conduit(if
necessary,follow the procedure for wiring a"Normally
Open"controller,as described in Section 4 "Rain Sensor
Wiring").
4. Secure the adapter fitting to the conduit.Then connect
the Rain Sensor to the controller using the appropriate
procedure,as described in Section 4.
4. Rain Sensor Wiring
All Rain Bird controllers,and most controllers by other
manufacturers,are installed using a"Normally Closed"
method.Select the appropriate procedure to install the
RSD Rain Sensor to your controller.
2 RSD Rain Sensor

Normally Closed Installation
NOTE: The short lead wire labeled "Normally Open" is
not used with this installation method.
Controllers With Rain Sensor Terminals
Many modern controllers(such as Rain Bird's E Class,
ESP-LX+,and ESP-MC) include built-in terminals for rain
sensor lead wires. Dedicated rain sensor terminals are
usually labeled "sensor"or"SN" on the controller's terminal
strip.
1. To connect the rain sensor,remove the jumper wire(if
present)from the controller's rain sensor terminals.
2. Connect the lead wires from the rain sensor to the
controller's sensor terminals,as shown in
Illustration 6.
Controllers Without Rain Sensor Terminals
Use the procedure below if your controller does NOT have
dedicated rain sensor terminals.
1. Disconnect the wire from the common terminal ("C" or
"COM")on the controller's terminal strip.Then connect
this wire to either of the Rain Sensor's leads.
2. Connect the remaining Rain Sensor lead to the common
("C"or"COM")terminal on the controller's terminal
strip,as shown in Illustration 7.
Normally Open Installation
Some non-Rain Bird controllers require rain sensors to be
installed "Normally Open" (N.O.) Use the following
procedure if your controller requires normally open
installation.
1. Cut either of the Rain Sensor's colored lead wires and
connect it to the short lead labeled "Normally Open."
2. Seal the connection in accordance with the National
Electrical Code (NEC)or your local electrical code.
3. Consult your controller manufacturer's manual to
determine the appropriate procedure for connecting the
Rain Sensor to your controller.
5. Testing the System
To make sure the RSD Rain Sensor is properly installed,turn
on any controller irrigation zone and verify that the zone
comes on.Then press the Rain Sensor plunger located in the
top of the dial cap,as shown in Illustration 4 (B).
The irrigation system should stop watering within a few
seconds. If the system does not shut off, check all wiring
connections to make sure the rain sensor system is correctly
installed.
RSD Rain Sensor 3

For assistance, call Rain Bird Technical Services at
800-247-3782 (USA and Canada only).
6. Maintenance
The RSD Rain Sensor operates automatically and usually
requires no regular maintenance.
However,the fibrous disks inside the dial cap sometimes
become contaminated with debris or insects. If this happens,
use the following procedure to clean the Rain Sensor.
1. Turn the dial cap to the 3/4'rainfall setting,as shown in
Illustration 2.
2. Press the tab labeled "Press"on the side of the sensor
body,as shown in Illustration 8 (A).Then turn the dial
cap about 11/4 turns further to remove the cap from the
sensor body.
3. Remove the plunger and disks from the sensor body,and
wash them in clean water.
4. Reinstall the plunger and disks.Then reset the rainfall
setting to the desired position,as shown in
Illustration 2.
Declaration of Conformity
Application of Council Directive:89/336/EEC
Standards To Which EN55022AS/NZS3548 Class A
Conformity Is Declared: EN50082-1:1992
EN61000-4-2
EN61000-4-3
ENV50204
EN61000-4-4
EN61000-4-6
EN61000-4-8
Manufacturer's Name: Clemar Manufacturing Inc.
Manufacturer's Address: 7590 Brittania Court
San Diego,CA 92713 USA
[phone]
Equipment Description: Irrigation Controller
Equipment Class: Generic Res,Comm,LI-Class A
Model Name: Rain Sensor
I the undersigned,hereby declare that the equipment specified above,
conforms to the above Directive(s)and Standard(s).
Place:
Tijuana,B.C.,Mexico
Signature:
Full Name:
John Rafael Zwick
Position:
General Manager
4 RSD Rain Sensor

A

DRIP IRRIGATION SYSTEM
1.0 Introduction
The irrigation system includes the manifold piping, driplines, vacuum/air release and control valves,
dispersal pumps and controllers for distribution of the treated effluent onto two different zones as
shown on the plans. The dispersal pumps are set to operate one at a time, providing flow to one
zone at a time.
The dispersal system includes an in-line filter, flush valve(s), pressure gauge and air vent to capture
any stray solids and release any gas pockets before entering the drip lines
2.0 Maintenance Requirements
All maintenance shall be performed by the plant personnel operating under the owner's contracted
services. Regular inspection of the drip fields and pumps shall adequate information regarding the
performance of the system. Areas of excessive wetness or dryness can indicate a problem with the
distribution piping and should be investigated for due cause. A general alarm on the dispersal
pumps will alert the plant personnel if further inspection is warranted. Maintenance on the drip
irrigation system components shall be completed on six month intervals. See the following pages
for specific maintenance tasks and troubleshooting guidelines.
Proper maintenance of the soils is imperative to ensure adequate percolation of applied effluent
throughout the vertical profile of the soil. Over the course of time, vehicular traffic that arises from
crop maintenance, such as the mowing activities associated with grass crop regimes, destroys soil
structure. This action is referred to as compaction. The compaction of soils eliminates fissures,
cracks, and natural separations between soil units that act as canals for the applied effluent to travel
through the soil profile away from the surface. Compaction also occurs as a result of gravity's
affect on saturated soils, which are easily achieved through spray irrigation. The result of
compaction is reduced percolation rates, reduced soil infiltration rates, and ponding of effluent on
the surface of the sprayfield. This ponding is considered a violation of the facilities permit, as it
may easily lead to runoff and subsequent surface water contamination.
1

STATE OF NORTH CAROLINA
COUNTY OF Pender 0 Permit No.
OPERATIONAL, AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this day of
Commission,April an agency of the2022 , by and between the North Carolina Environmental Management
g y State of North Carolina, hereinafter known as the COMMISSION; and
Cedar Run Ca ital,LLC„,.�.....__ �., www , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER OPER is the owner of the certain lands lying in Pender 0 County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as ! arnPly po11,nm Currie
(hereinafter the Development).
2. The DEVELOPER OPI R desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S.
143-215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER 1 OPI R has created or shall create unit ownership in said dwellings units, other improvements
and
d'lan of ts through filing
of General Statutes.
aration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
475. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the Declaration,
the (hereinafter Association),a
non-profit corporation organized and existing under and by the virtue ofthe laws of the State of North
Carolina, for the purpose, among others, of handling the property, affairs and business of the
Development; of operating, maintaining, re-constructing and repairing the common elements of the lands
and improvements subject to unit ownership, including the Disposal System; and of collecting dues and
assessments to provide funds for such operation, maintenance, re-construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly constructed,
maintained and operated in accordance with law and permit provisions in order to protect the quality of the
waters of the State and the public interest therein.
NOW, THEREFORE,,in consideration of the promises and the benefits to be derived by each of the parties hereto,
the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER OPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. 'Ihe DINFr.,OP ER shall not transfer ownership and/or control of the Disposal System to the Association.
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Resources has inspectedfacilitie t order
permit
and approved of the facilities. In to change the name
1the request that the permit be reissued to the Association. The
of the �ern�rt holder, DI�VI,I,C)PI.I� must
request must include a copy ofthe Association Bylaws and Declaration.
3. the DEVELOPER shall not transter, convey, assign or otherwise relinquish or release its responsibility for
the operation and maintenance of its Disposal System until a permit has been reissued to the DF V1:LOPER's
successor.
FORM: DEV 01-20
Page 1 of 2

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element, which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance expenses,
the Declaration and Association Bylaws shall provide that a fund be created out of the common expenses.
Such fund shall be separate from the routine maintenance funds allocated for the facility and shall be part
of the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction,repair,
and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for special
assessments to cover such necessary costs. There shall be no limit on the amount of such assessments, and
the Declaration and Bylaws shall provide that such special assessments can be made as necessary at any
time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance,repair and operation of its Disposal System,the DEVELOPER shall provide
in the Association Bylaws that the Association shall not enter into voluntary dissolution without first having
transferred its said system and facilities to some person, corporation or other entity acceptable to and
approved by the COMMISSION by the issuance of a permit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies)where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL Cedar Run Capital, LLC
MANAGEMENT COMMISSION Name off9I:I,OPER
Bar:
S. Daniel
Smith, Director (Signature)
Division of Water Resources
Barnes Boykin, Managing Member
PrinName and Title
(Date) (Date)
�...._. ....
FORM: DEV 01-20 Page 2 of 2