WQ0045787_Application_20240904

Initial Review
Reviewer nathaniel.thorn burg
Is this submittal an application? (Excluding additional information.) *
Yes No
Permit Number (IR) * WQ0045787
Applicant/Permittee James E. Tarrence, Jr., Hannah A. Tarrence, and Jenny N. Tarrence
Applicant/Permittee Address PO Box 866, Apex, NC 27502
Is the owner in BIMS? Yes No Is the facility in BIMS?
Owner Type
Facility Name
County
Fee Category Single -Family Residence
Is this a complete application?*
Yes No
Signature Authority
Signature Authority Title
Signature Authority Email
Document Type (if non -application)
Email Notifications
Individual
3546 Andersons Place Ln. SFR
Granville
Does this need review by the hydrogeologist? * Yes No
Regional Office
CO Reviewer
Admin Reviewer
Fee Amount
Complete App Date
09/04/2024
Yes No
$60
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* Scott P. Jones
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*
[phone]
Modification - Minor
Renewal
GW-59, NDMR, NDMLR, NDAR-1,
N DAR-2
Residual Annual Report
Change of Ownership
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
https://edoes.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type:*
Wastewater Irrigation
High -Rate Infiltration
Other Wastewater
Reclaimed Water
Closed -Loop Recycle
Residuals
Single -Family Residence Wastewater
Other
Irrigation
Applicant/Permittee*
James E. Tarrence, Jr., Hannah A. Tarrence, and
Jenny N. Tarrence
Applicant/Permittee Address*
PO Box 866, Apex, NC 27502
Facility Name*
3546 Andersons Place Ln. SFR
Please provide comments/notes on your current submittal below.
Please consider this information for an application for a Single -Family Residence (SFR) Wastewater Irrigation System. The property is located at
3546 Andersons Place Lane in Franklinton, NC (PIN 182600382281). The AdvanTex treatment system and spray field are designed to
accommodate a two -bedroom single family residence. Setback Waivers have been granted for this system and are included in the application
package.
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.)
Tarrence - Surface Spray Package.pdf 63.09MB
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
C/z• �M'�
Submission Date 8/26/2024

Avkrr
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N Salem Street, Suite 203, Apex, NC 27502
agriwaste.com 1 919.859.0669
Nathaniel D. Thornburg
Environmental Program Supervisor II
Division of Water Resources
NC Department of Environmental Quality
512 N. Salisbury Street
Raleigh, NC 27604
August 26, 2024
Subj ect: Tarrence Property
3546 Andersons Place Lane, Franklinton, NC 27525
SFR Wastewater Irrigation System
Granville County
PIN 182600382281
Dear Mr. Thornburg;
� OjJ�/f
O.
SEAL._
045605
ti
4,-
:f -
PT } �t411
Please consider this information for an application for a Single -Family Residence (SFR)
Wastewater Irrigation System. The property is located at 3546 Andersons Place Lane in
Franklinton, NC (PIN 182600382281). The AdvanTex treatment system and spray field
are designed for a two -bedroom single family residence. The following information is
included for your review.
Section A: Cover Letter
- Included as this letter.
Section B: Application Fee
- Application Fee Included (Appendix B)
Section C: SFR Wastewater Irrigation System Application
- Forms Included (Appendix C).
Section D: Existing Permit
- N/A New Application
Section E: Property Ownership Documentation
- Property Deed, Plat, and Setback Waiver Agreements Included
(Appendix E).

Section F: Soil Evaluation
- Report Included (Appendix F).
Section G: Engineering Plans
- Included (Appendix G).
Section H: System Specifications
- Included (Appendix H).
Section L• Engineering Calculations
- Included (Appendix I).
Section J: Site Map
- Map Included (Appendix J).
Section K: Operation and Maintenance Plan
- Plan Included (Appendix K).
Section L: Operation and Maintenance Agreement
- Agreement Included (Appendix L).
Section M: County Health Department Denial Letter
- Information Included (Appendix M).
Section N: Floodway Regulation Compliance
The site is not located in the 100-year floodplain (per map)
- Information Included (Appendix N).
Section O: Threatened or Endangered Aquatic Species Documentation
According to The Natural Heritage Program review, there are no
threatened or endangered aquatic species located within the project area.
- Information Included (Appendix O)
Section P: Other Environmental Permits
-N/A no stream or wetland crossings.
Thank you for your review of this information. If you have any questions or comments
on this information, please feel free to contact me at or via telephone at 919-859-0669.
Best Regards,
Scott P. Jones, P.E.
Sr. Project Engineer

Appendix List
Appendix C
SFR Wastewater Irrigation System Application
Appendix E
Property Ownership Documentation
Appendix F
Soil Evaluation
Appendix G
Engineering Plans
Appendix H
System Specifications
Appendix I
Engineering Calculations
Appendix J
Site Map
Appendix K
Operation and Maintenance Plan
Appendix L
Operation and Maintenance Agreement
Appendix M
County Health Department Denial
Appendix N
Floodway Regulation Compliance
Appendix O
Threatened or Endangered Aquatic Species
Documentation

Appendix C
SFR Wastewater Irrigation System Application

DWR State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources
15A NCAC 02T .0600 — SINGLE-FAMILY RESIDENCE WASTEWATER IRRIGATION SYSTEMS
I1►K]Yt1lere1Y1110 yI[$]AI[$]N►AIR.yWtVA•AIATARVIsSIBIPM111W01t,4Y1►101Z1ZfllJU10401KVY1021
The Division of Water Resources will not accept an application package unless all instructions are followed. Plans, specifications
and supporting documents shall be prepared in accordance with 15A NCAC 02L .0100. 15A NCAC 02T .0100. 15A NCAC 02T
.0600, 15A NCAC 18A .1900. Division Policies and wood enuineerinu practices. Failure to submit all required items may result
in the application being returned, and 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 a non -discharge 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 by assisting the reviewer in locating the required materials
and potentially reducing the amount of requested additional information. Unless otherwise noted, the Applicant shall submit one original
and at least two copies of the application and supporting documentation.
A. Cover Letter (All Application Packages):
® List all items and attached supporting documentation 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 application packages may be found at: Standard Review Proiect
Fees.
C. Single -Family Residence Wastewater Irrigation Systems (FORM: SFRWWIS 06-16) Application (All Application Packages):
® Submit the completed and appropriately executed Single -Family Residence Wastewater Irrigation Systems (FORM:
SFRWWIS 06-16) application. Any unauthorized content changes to FORM: SFRWWIS 06-16 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, sole proprietorship, trade name, 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 IL2. shall be consistent with the facility name on the plans, specifications, agreements, etc.
® The Professional Engineer's Certification on Page 6 of the Single -Family Residence Wastewater Irrigation Systems (FORM:
SFRWWIS 06-16) application shall be signed, sealed and dated by a North Carolina licensed Professional Engineer.
® The Applicant's Certification on Page 6 of the Single -Family Residence Wastewater Irrigation Systems (FORM: SFRWWIS
06-16) application shall be signed in accordance with 15A NCAC 02T .0106(b). Per 15A NCAC 02T .0106(c), an alternate
person may be designated as the signing official if a delegation letter is provided from a person who meets the criteria in 15A
NCAC 02T .0106(b).
❑ If this project is for a renewal without modification, use the Non -Discharge Svstem Renewal (FORM: NDSR) application.
D. 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.).
E. Property Ownership Documentation (All Application Packages):
® Per 15A NCAC 02T .0604(e), 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., contract, deed or article of incorporation), or
❑ Written notarized intent to purchase agreement signed by both parties with a plat or survey map, or
❑ Written notarized lease agreement that specifically indicates the intended use of the property and has been signed by both
parties, as well as a plat or survey map. Lease agreements shall adhere to the requirements of 15A NCAC 02L .0107.
® Provide all agreements, easements, setback waivers, etc. that have a direct impact on the wastewater treatment, conveyance,
storage and irrigation facilities.
INSTRUCTIONS FOR FORM: SFRWWIS 06-16 & SUPPORTING DOCUMENTATION Page 1 of 4

F. Soil Evaluation (All Application Packages that include new irrigation sites):
®Per 15A NCAC 02T .0604(b) and current Division Policv. submit a detailed soil evaluation that has been signed, sealed and dated
by a North Carolina Licensed Soil Scientist and includes at a minimum:
❑ The report shall identify all the sites/fields with project name, location, and include a statement that the sites/fields were
recommended for the proposed land application activity.
❑ 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.
❑ Field delineated detailed soils map meeting all of the requirements of the Soil Scientist Evaluation Policv.
❑ Soil profile descriptions meeting all of the requirements of the Soil Scientist Evaluation Policv.
❑ Provide all soil boring logs performed at the site.
❑ 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
Note: The number of samples will vary depending upon the project size and past land use history. Multiple samples for
each map unit are required if the irrigation zones are separated, and cropland, pasture, hay land and wooded areas shall be
sampled separately for the same map unit due to past differences in soil fertility management.
® 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/yr) for each soil/map unit within the proposed irrigation areas.
❑ Identification of areas not suitable for wastewater irrigation.
❑ Recommended geometric mean KsaT rate to be used in determining the SFR Loading Rate Group for each soil/map
unit based upon in -situ measurement of the saturated hydraulic conductivity from the most restrictive horizon.
❑ Recommended annual hydraulic loading rate (in/yr) for each soil/map unit within the proposed irrigation areas based
upon in -situ KsaT measurements form the most restrictive soil horizon. The recommended loading rate must be in
accordance with the Single -Family Residence Wastewater Irrigation Svstem Loading Rate Calculation Policv.
❑ A completed copy of the Single-Familv Residence Loading Rate Workbook (i.e., Project Information, Potential
Evapotranspiration, Precipitation, and Irrigation Area Calculations).
G. Engineering Plans (All Application Packages):
® Per 15A NCAC 02T .0604(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.
® At a minimum, the engineering plans shall include the following items:
❑ Table of contents with each sheet numbered, as well as cross-referenced with the appropriate application items.
❑ A general location map with at least two geographic references, vicinity map, topographic map and site map.
❑ A process and instrumentation diagram showing all flow, recycle/return, electrical paths, etc.
❑ Plan and profile views of all treatment and storage units, including their piping, valves, and equipment (i.e., pumps, etc.),
as well as their dimensions and elevations.
❑ Details of all piping, valves, pumps, precipitation/soil moisture sensors, 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.
® 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: SFRWWIS 06-16 & SUPPORTING DOCUMENTATION Page 2 of 4

H. Specifications (All Application Packages):
E Per 15A NCAC 02T .0604(c)(2), submit specifications that have been signed, sealed and dated by a North Carolina licensed
Professional Engineer.
E At a minimum, the specifications shall include the following items:
❑ Table of contents with each section/page numbered, as well as cross-referenced with the appropriate application items.
❑ Detailed specifications for each treatment/storage/irrigation unit, as well as all piping, valves, equipment (i.e., pumps, etc.),
nozzles/emitters, precipitation/soil moisture sensor, 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, etc.)
❑ Means for ensuring quality and integrity of the finished product, including leakage, pressure and liner testing.
E 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.
I. Engineering Calculations (All Application Packages):
® Per 15A NCAC 02T .0604(c)(3), submit engineering calculations that have been signed, sealed and dated by a North Carolina
licensed Professional Engineer.
❑ At a minimum, the engineering calculations shall include the following items:
E Hydraulic and pollutant loading calculations for each treatment unit demonstrating how the designed effluent
concentrations in Application Item V.I. were determined (Note: "black box" calculations are unacceptable).
E Sizing criteria for each treatment unit and associated equipment (i.e., pumps, etc.).
E Total and effective storage calculations for each storage unit.
E Friction/total dynamic head calculations and system curve analysis for each pump used.
E Manufacturer's information for all treatment units, pumps, irrigation system, etc.
E Flotation calculations for all treatment and storage units constructed partially or entirely below grade.
E Demonstrate the designed maximum precipitation and annual loading rates do not exceed the recommended rates.
❑ Demonstrate the specified auxiliary power source is capable of powering all essential treatment units.
E A properly completed and executed Single-Familv Residence Loading Rate Workbook.
Site Map (All Application Packages):
E Per 15A NCAC 02T .0604(d), submit standard size and 11 x 17-inch site maps that have been signed, sealed and dated by a
North Carolina licensed Professional Engineer and/or Professional Land Survevor.
E For clarity, multiple site maps of the facility with cut sheet annotations may be submitted.
E At a minimum, the site map shall include the following:
❑ A scaled map of the site with topographic contour intervals not exceeding two feet 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 .01076) and .0108.
❑ Setbacks as required by 15A NCAC 02T .0606.
❑ 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.
K. Operation and Maintenance Plan (All Application Packages):
E Per 15A NCAC 02T .0604(f), submit an operation and maintenance (O&M) plan encompassing all wastewater treatment,
storage and irrigation systems that at a minimum shall address:
❑ How to perform routine inspections.
❑ A maintenance schedule.
❑ A troubleshooting guide.
❑ A layman's explanation of the wastewater treatment, storage and irrigation systems.
❑ A crop maintenance and management plan.
E Note a final O&M Plan may 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.
L. Operation and Maintenance Agreement (All Application Packages):
E Per 15A NCAC 02T .0604(h), submit a notarized Operation and Maintenance Agreement that has been signed and dated by all
deeded property owners.
INSTRUCTIONS FOR FORM: SFRWWIS 06-16 & SUPPORTING DOCUMENTATION Page 3 of 4

M. County Health Department Denial Letter (All New Application Packages):
® Per 15A NCAC 02T .0604(2), provide a written letter from the local County Health Department denying the site for all
subsurface systems.
N. 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 02T .0105(c)(8), provide written documentation from all local governing entities that the facility is in
compliance with Article 21 Part 6 of Chanter 143 of the General Statutes (i.e., § 143-215.51. through § 143-215.61.).
O. Threatened or Endangered Aquatic Species Documentation (All Application Packages):
® Per 15A NCAC 02T .0105(c)(10), submit documentation from the Department's Natural Heritage Prop -ram 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.
P. Other Environmental Permits (All Application Packages that include stream or wetland crossings):
❑ Per 15A NCAC 02T .0105(c)(6), submit a copy of either the approved permit/certification or a letter from the appropriate
review agency acknowledging receipt of the application for the following applicable permits/certifications:
❑ Division of Water Resources' Water Oualitv Permitting Section — Wetlands 401 Certification
❑ US Armv CorDs of Engineers South Atlantic Division — Nationwide 12 or Section 404 hermit
❑ Per 15A NCAC 02T .0105(c)(6), this application shall be considered incomplete or the resulting permit may be issued
conditionally, if a pending issuance of any of the aforementioned permits/certifications directly impact the facility herein.
THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
By Courier/Special Deliverv:
512 N. SALISBURY ST.
RALEIGH. NORTH CAROLINA 27604
FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: SFRWWIS 06-16 & SUPPORTING DOCUMENTATION Page 4 of 4

DWR State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources
15A NCAC 02T .0600 - SINGLE-FAMILY RESIDENCE WASTEWATER IRRIGATION SYSTEMS
FORM: SFRWWIS 06-16
L APPLICANT INFORMATION:
1. Applicant's name as appears on deed, contract or lease agreement: James Edward Tarrence, Jr.. Hannah Alicia Tarrence, and
Jenny Nicole Tarrence
2. Applicant type: ® Individual ❑ Corporation ❑ General Partnership
3. Signature authority's name: James Edward Tarrence. Jr. per 15A NCAC 02T .0106(b) Title: Owner
4. Applicant's mailing address: PO Box 866
City: Apex State: NC Zip: 27502-
5. Applicant's contact information:
Telephone number: [phone] Fax number: (_) = Email Address: ucw.office(a),gmail.com
IL FACILITY INFORMATION:
1. Facility name: Tarrence Property - Surface Irrigation
2. Facility status: ❑ Existing or ® Proposed
3. Facility's physical address: 3546 Andersons Place Lane
City: Franklinton State: NC Zip: 27525- County: Granville
4. Wastewater Treatment Facility Coordinates: Latitude: 36' 08' 04" Longitude: -78. 34' 03"
Provide the following latitude and longitude coordinate determination information:
Datum: NAD83 Level of accuracy: Nearest second Method of measurement: Address matching
5. USGS Map Name: Wilton 2022
III. CONSULTANT INFORMATION:
1. Engineer's name: Scott P. Jones License Number: 045605 Firm: Agri -Waste Technologv Inc.
Engineer's mailing address: 501 N. Salem Street, Suite 203
City: Apex State: NC Zip: 27502-2315
Telephone number: [phone] Fax number: [phone] Email Address: siones(a),agriwaste.com
2. Soil Scientist's name: Chris McGee License Number: 1324 Firm: Agri -Waste Technologv Inc.
Soil Scientist's mailing address: 501 N. Salem Steet, Suite 203
City: Apex State: NC Zip: 27502-2315
Telephone number: [phone] Fax number: [phone] Email Address: cmcgee(a),agriwaste.com
IV. GENERAL REQUIREMENTS - 15A NCAC 02T .0100:
1. Application type: ® New ❑ Major Modification ❑ Minor Modification
If a modification, provide the existing permit number: WQ00 and most recent issuance date:
2. Application fee: $60
3. Describe the origin of the wastewater and provide a brief project description: Residential single-family dwelling
with AdvanTex pretreatment and surface spray disposal.
4. Wastewater flow: 240 GPD
FORM: SFRWWIS 06-16 Page 1 of 6

IV. GENERAL REQUIREMENTS — 15A NCAC 02T .0100 (CONTINUED):
5. Using 15A NCAC 02T .0114, explain how the total wastewater flow was determined:
Establishment Type
Flow Basis
Flow Number
Flow
Per Unit of Units
2 Bedroom SIR
gal/day
120 2
240 GPD
gal/
GPD
Total
240 GPD
6. Per 15A NCAC 02T .0105(c)(6), if the project includes any stream or wetland crossings, what is the status of the following
applicable permits/certifications?
Permit/Certification Date Date Submitted Approved Permit/Certification No. Agency Reviewer
Nationwide 12 or 404 N.A. N.A. N.A. N.A.
Wetlands 401 N.A. N.A. N.A. N.A.
7. What is the nearest 100-year flood plain elevation to the facility? 318.7 feet mean sea level. Source: FEMA Flood Man
Are any treatment, storage or irrigation systems located within the 100-year flood plain? ❑ Yes or ® No
If yes, has documentation of compliance with Article 21 Part 6 of Chapter 143 of the G.S. been provided? ❑ Yes or ❑ No
V. DESIGN CRITERIA AND SETBACKS — 15A NCAC 02T .0605 & .0606:
1. Provide the estimated influent and designed effluent concentrations from the engineering calculations to verify conformance
with 15A NCAC 02T .0605(b) for the following parameters:
Estimated Influent Designed Effluent Minimum Required
Parameter Concentration Degree of Treatment
Concentration (monthly average) Prior to Storage
Biochemical Oxygen Demand 350 mg/1 10 mg/1 < 30 mg/1
(BOD5) —
Total Suspended Solids (TSS) 200 mg/1 10 mg/1 < 30 mg/1
Ammonia Nitrogen (NH3-N) 100 mg/1 4.5 mg/1 < 15 mg/1
Fecal Coliforms per 100 ml < 200 colonies/100 ml
2. Per 15A NCAC 02T .0605(c). is the effluent placed directly in contact with GA classified groundwater? ❑ Yes or ® No
If yes, have predictive calculations demonstrating such placement will not contravene GA groundwater standards been
provided? ❑ Yes or ❑ No
3. Per 15A NCAC 02T .0605(d). are any of the treatment or storage units excavated into bedrock? ❑ Yes or ® No
If yes, has a 10 millimeter synthetic liner been provided? ❑ Yes (Plan Sheet: & Specification Page: ) or ❑ No
4. In accordance with 15A NCAC 02T .0605(e). are any earthen treatment and storage facilities provided? ❑ Yes or ® No
5. In accordance with 15A NCAC 02T .0605(f), have any by-pass or overflow lines been provided? ❑ Yes or ® No
6. If any treatment, storage or irrigation systems are located within the 100-year flood plain, in accordance with 15A NCAC 02T
.0605(g), which systems are affected and what measures being taken to protect them against flooding? N/A
7. In accordance with 15A NCAC 02T .0605(h), has an operation and maintenance plan been submitted? ® Yes or ❑ No
8. In accordance with 15A NCAC 02T .0605(i), how will restricted access to the irrigation system be provided? Minimum Two -
Strand Fence
Are all treatment units and control panels locked to prevent entry? ® Yes or ❑ No
9. In accordance with 15A NCAC 02T .0605(i). do the designed irrigation loading rates (see Application Item VIIA.) exceed the
soil scientist recommended loading rates (see Application Item VII.3.)? ❑ Yes or ® No
10. In accordance with 15A NCAC 02T .0605(k), does the septic tank design adhere to 15A NCAC 18A .1900? ® Yes or ❑ No
FORM: SFRWWIS 06-16 Page 2 of 6

V. DESIGN CRITERIA AND SETBACKS — 15A NCAC 02T .0605 & .0606 (CONTINUED):
11. In accordance with 15A NCAC 02T .0605(1). what is the specified method of disinfection? Ultraviolet
If chlorine, specify contact detention time provided: minutes and where contact time occurs:
If UV, specify the number of banks: 1, total lamps: 1 and maximum flow capacity: 6 GPM.
12. In accordance with 15A NCAC 02T .0605(m). has a minimum of five days of storage based on average daily flow between the
pump off float and inlet invert pipe been provided? ® Yes or ❑ No
13. In accordance with 15A NCAC 02T .0605(n). have all tanks containing pumps been provided with audible and visual alarms
that are external to any structure? ® Yes (Plan Sheet: WW-6 & Specification Page: H-6. 7) or ❑ No
14. In accordance with 15A NCAC 02T .0605(o). has a precipitation or soil moisture sensor been provided?
® Yes (Plan Sheet: WW-7 & Specification Page: H-6. 7 ) or ❑ No
15. In accordance with 15A NCAC 02T .0605(n). has a minimum of 18 inches of vertical separation between the apparent seasonal
high water table (SHWT) and the ground surface been provided? ® Yes or ❑ No
16. In accordance with 15A NCAC 02T .0605(a). has a minimum of 12 inches of vertical separation between any perched seasonal
high water table (SHWT) and the ground surface been provided? ® Yes or ❑ No
17. In accordance with 15A NCAC 02T .0605(r). does the designed annual loading rate exceed 50 inches? ❑ Yes or ® No
18. 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:
19. Per 15A NCAC 02T .0606. verify setback compliance by providing the minimum field observed distance (ft) from the facility's
irrigation system and treatment/storage units to each listed setback parameter (Note: Distances greater than 500 feet shall be
marked N/A):
Setback Parameter
Irrigation
Treatment /I
System
Storage Unit
Any habitable residence or place of assembly under separate ownership or not to be
320'
447'
maintained as part of the project site
Any habitable residence or place of assembly owned by the Permittee to be maintained as
138'
part of the project site
Any private or public water supply source
355'
250'
Surface waters (streams — intermittent and perennial, perennial waterbodies, and wetlands)
108'
112'
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)
N/A
_
Any well with exception of monitoring wells
355'
250'
Any property line
62'
202'
Top of slope of embankments or cuts of two feet or more in vertical height
N/A
Any water line from a disposal system
178'
Any swimming pool
N/A
1
Public right of way
N/A
J
Nitrification field
409'
1
Any building foundation or basement
138'
20. Are any setback waivers proposed for this facility? ® Yes or ❑ No
If yes, in accordance with 15A NCAC 02T .0606(c). submit the appropriate setback waivers (FORM: NDWSW) that have
been notarized, signed by all parties involved and recorded with the County Register of Deeds. Waivers involving the
compliance boundary shall be in accordance with 15A NCAC 02L .0107.
FORM: SFRWWIS 06-16 Page 3 of 6

VI. WASTEWATER TREATMENT & STORAGE FACILITY DESIGN:
1. Type of treatment system: Septic Tank / Advantex
2. Provide the requested information for each treatment/storage unit and its associated mechanical equipment:
a. PRELIMINARY / PRIMARY TREATMENT (i.e., physical removal operations):
Treatment Unit No. of Manufacturer or Dimensions (ft) / Volume Plan Sheet Specification
Units Material Spacings (in) (gal) Reference Reference
Septic Tank 1 Shoaf Precast Septic 9' x 4.83' x 5.63' 1000 WW-5 H-6.1
Select
Select
b. SECONDARY TREATMENT (i.e., physical, biological and recirculation processes):
No. of Manufacturer or Volume
Treatment Unit Units Material Dimensions (ft)
(gal)
Advantex Treatment 1 Orenco Systems, Inc. 8.5' x 5.17' x 7.0' 800
Select
Select
c. DISINFECTION:
Plan Sheet
Specification
Reference
Reference
WW-5
H-6.5
Treatment Unit
No. of Manufacturer or Dimensions (ft) Volume Plan Sheet Specification
Units Material (gal) Reference Reference
Ultraviolet 1 Orenco Systems, Inc. 3" Diameter 6 gpm WW-6 H-6.6
Select
d. PUMP/STORAGE TANK:
Manufacturer or
No. of
Total Effective
Effective
Plan Sheet
Specification
Material
Units
Dimensions (ft)
Volume Volume
Storage
Reference
Reference
(gal) (gal)
(days)
Shoaf Precast
I
13' x 6.5' x 5.7'
2500 1,248
5.2
WW-5
H-6.1
e. PUMPS:
No. of
Manufacturer /
Capacity
Plan Sheet
Specification
Location
Pumps
purpose
Type
GPM TDH
Reference
Reference
AdvanTex RT
1
Recirculation
Orenco Systems, Inc.
16.75 12.93
WW-6
H-6.4
Treatment Unit
Pump Tank
1
Field Dosing
Orenco Systems, Inc.
8.76 85.18
WW-6
H-6.4
f. BLOWERS:
Location
No. of
Units Served
Manufacturer /
Capacity
Plan Sheet
Specification
Blowers
Type
(CFM)
Reference
Reference
g. MIXERS:
Location
No. of
Units Served
Manufacturer /
Power
Plan Sheet
Specification
Mixers
Type
(hp)
Reference
Reference
FORM: SFRWWIS 06-16
Page 4 of 6

VIL IRRIGATION SYSTEM DESIGN:
1. Are there any artificial drainage or water movement structures within 200 feet of the irrigation area? ❑ Yes or ® No
If yes, please explain if the Soil Evaluation addresses artificial structures and indicate if these structures are to be maintained
or modified:
2. What is the proposed cover crop? Grass/Wooded
3. Soil Evaluation recommendations:
Minimum Observed Recommended Recommended
Soil Series Fields within Soil Area Depth to SHWT Loading Rate Loading Rate
(ft) (in/hr) (in/yr)
Creedmoor 1 > 12 0.2 NTE 10. 53
4. Irrigation System Information (Note — this table may be expanded for additional fields):
Field Area Dominant
(acres) Soil Series
1 0.32 Creedmoor
Total
Designed Designed Rate Rate Latitude 1 Longitude 1
(DMS) (DMS)
(in/hr) (in/yr)
0.053 10.14 360 08' 24" -780 34' 22"
0 1 II 0 1 II
0 I
II
0 I II
0 I
II
0 I II
0 I
II
0 I II
0 I
II
0 I II
Waterbody
Stream Index Classification
No. 2
27-12-(0.4) WS-IV; NSW
' Provide the following latitude and longitude coordinate determination information:
Datum: NAD83 Level of accuracy: Nearest second Method of measurement:
Address matching
2 For assistance determining the waterbody stream index number and its associated classification, instructions may be
downloaded at: httDs://ncdenr.s3.amazonaws.com/s3fs-
Dublic/Water%200uality/Aauifer%2OProtection/LAU/AereementsAV S CA%2008-13.ndf.
Spray Irrigation Design Elements
Drip Irrigation Design Elements
Nozzle wetted diameter:
66 ft
Emitter wetted area:
ft2
Nozzle wetted area:
3421 W
Distance between laterals:
ft
Nozzle capacity:
1.27 GPM
Distance between emitters:
ft
Nozzle manufacturer/model:
Rainbird / 14VH SBN-1
Emitter capacity: GPH
Elevation of highest nozzle:
402 ft
Emitter manufacturer/model: /
Specification Reference:
Sec. H-6.8
Elevation of highest emitter:
ft
Specification Reference:
FORM: SFRWWIS 06-16 Page 5 of 6

Professional Engineer"s Certification,.
I Scott P. Jones, P.E. attest that this application for
(Professional Engineer's name from Application Item III.1.)
i aiTence Property - Surface irrigation
(Facility name from Application Item II.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications, engineering
calculations, and all other supporting documentation to the best of my knowledge. 1 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 143-215.6A and 143-215.613. any person who knowingly makes any talse 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.
CARO
-p s 0- ' •
SEAL ter:
045605
list,
Applicant's Certification per 15A NCAC 02T .0106(b):
1 James Edward Tarrence, Jr.
(Signature Authority's name & title from Application Item I.3.)
i-arrence Property - Surface irrigation
(Facility name from Application Item II.1.)
attest that this application for
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 will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if all required
supporting information and attachments are not included, this application package will be returned to me as incomplete. I further certify
+1...+ +1.....««1:---- -- _..«., .. Ffi1:.,t,. L.., ..+ i...
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 1.5A NCAC 02T .0105(e).
Note: In accordance with General Statutes 143-215.6A and 143-215.613, anv person who knowingly makes anv false statement.
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may inchlde a fine not. to
exceed $10,000 as well as civil penalties up ton.
Signatur' . i �n A ( Date: > — l
FORM': SriiMWIS 06-16 Page 6 of

Appendix E
-Property Ownership Documentation
-Setback Waiver Agreements

Page 1 of 1
"I, •D. 10I 4 ��Z CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED
DESCRIPTION RECORDED IN BOOK 1631 . PAGE 269 . THAT THE BOUNDARIES
NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND IN
PLAT 28 , PAGE 6 ; THAT THE RATIO OF PRECISION OR POSITIONAL
ACCURACY AS CALCULATED IS 1:20,000+; THAT THIS PLAT WAS PREPARED IN
ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE,
LICENSE NUMBER AND SEAL THIS DAY OF A.D., 2024.
SEAL OR STAMP
❑ THIS SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF A COUNTY
N/F
PEGGY GOOCH AVERRE
WILLIAM AVERRE N/F
PIN 18 00 PG 52 WILLIAM G MOSS
DB 1800 PG 452 PIN 1826-39-6046
TRACT 3 DB 1643 PG 50
3534
PINE 2492
SCUM f 358.91' 'TREE 266.78'
I HEREBY. CERTIFY THAT THE PROPERTY SHOWN AND DESCRIBED HEREON TREE 3 N89'45'54"W S89'54'37"W :4' EIP
THIS SUBDIVISION PLAT FOR RECORDATION QUALIFIES AS AN EXCEPTION `� ,� d RONALDNAFPONDER
TO THE PROVISIONS OF THE SUBDIVISI REGULATIONS OF GRANVILLE o o 00 ELIZABETH A PONDERE
COUNTY, NORTH CAROL DER SEC I 10. � , PIN 1826-38-5874
EIP ` _ � DB 7065 PG 568
2490
TITL OF PTIO : 3524
EIP N/F 2488
` D E 00 'ENT ADMINISTR TE d JOHNNY MAX POWELL
, KIMBERLY A POWELL
O \ PIN 1826-38-5625
1 N/F N O �D
DB 1636 PG 509
FRANK MOTSCHWILLER _ POND w �N 2486
�•� PATRICIA MOTSCHWILLER :`1 / Z N76'28'39"W N/F
1 PIN 1826-28-2551 1 ANNA L BLALOCK
I J . REVIEW OFFICER OF DB 1128 PG 412 128.12'
GRANVILLE COUNTY, CERTIFY THAT THIS PLAT CREATES A SUBDIVISION S75'07'47"W
SUBJECT TO AND IN ACCORD WITH THE GRANVILLE COUNTY UNIFIED 89.69'
DEVELOPMENT ORDINANCE, AND THAT IT MEETS ALL STATUTORY
REQUIREMENTS FOR RECORDING. THIS APPROVAL EXPIRES IF NOT
RECORDED BEFORE
REVIEW OFFICER
DATE D Z jej zq
CAR=''••.
J �oF ESSIp;�l..r ;
•
SEAL
* L-5412
'•...PHA N �..•.
SURVEYOR
OR MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES PARCELS:
THIS SURVEY IS LOCATED IN A PORTION OF A COUNTY OR MUNICIPALITY THAT IS
UNREGULATED AS TO AN ORDINANCE THAT REGULATES PARCELS OF LAND;
THIS SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND
®THIS SURVEY IS OF ANOTHER CATEGORY, SUCH AS THE RECOMBINATION OF
EXISTING PARCELS, ACOURT-ORDERED SURVEY, OR OTHER EXCEPTION TO THE
DEFINITION OF SUBDIVISION;
• 3510
NOTE TO LOT OWNERS:
"SITE IS LOCATED IN THE LOWER FALLS/FALLS LAKE WATERSHED.
PLEASE CONTACT GRANVILLE COUNTY BEFORE CONDUCTING ANY LAND
DISTURBANCE ACTIVITY. LOCAL STORMWATER MANAGEMENT REGULATIONS
APPLY IN THE FALLS LAKE WATERSHED. RESIDENTIAL LAND DISTURBANCE
OF 0.50 ACRES OR MORE REQUIRES THE SUBMITTAL OF A STORMWATER
PLAN FOR COMPLIANCE AND APPLICABLE STANDARDS TO GRANVILLE
COUNTY. LOT OWNERS SEEKING BUILDING PERMITS FOR LAND
DISTURBANCES EXCEEDING THE THRESHOLD MUST SUBMIT A STORMWATER
PLAN."
"I, -��1/d� ('2941. . CERTIFY THAT
THIS MAP WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL GPS
SURVEY MADE UNDER MY SUPERVISION
AND THE FOLLOWING INFORMATION WAS
USED TO PERFORM THE SURVEY
1. (1) CLASS OF SURVEY: CLASS A
2. POSITIONAL ACCURACY: H: 0.04 US
SURVEY FEET
3. TYPE OF GPS/FIELD PROCEDURE:
REAL TIME KINEMATICS NETWORK
(VRS)
4. DATE OF SURVEY: AUG. 8 2023
5. VERTICAL DATUM: NAVD 88
HORIZONTAL DATUM: NAD 83(2011)
NC GRID EPOCH: 2010.00
6. PUBLISHED/FIXED CONTROL USE:
7. GEOID MODEL: GEOID 12B
8. UNITS: US SURVEY FEET
9. CSF: 1.0000232093
LEGENDS
PROPERTY MARKER OO
NEW CORNER SET t�0
COMPUTED POINT
0
LINE SURVEYED
LINE NOT SURVEYED
EASEMENT
TREE LINE
EXISTING IRON PIPE
EIP
EXISTING IRON STAKE
EIS
0.75" SET IRON PIPE FLUSH
SIP
BELOW GRADE
BG
ABOVE GRADE
AG
DEED BOOK
De
PAGE
PG
BOOK OF MAPS
BM
RIGHT-OF-WAY
R/W
NORTHING
N
EASTING
E
ELEVATION EL/ELEV
N /F
JAMES E STEWARDCr
JOYCE TIPTON
PIN 1826-29-0152
DB 1887 PG 439
V y�c. EIP
(PARENT) S76'02'41"E
EIP O 87.78'
LOT 1 N45'33'13"W
749.73'
1,267,168 SQ. FT.
29.090 AC 1' N4533'13"W
to 0 749.73'
N
• Z
N 05
..?- {
N/F
t
'<�
13
BETTY HUFF
MARY B DENNY
^ :)
40
1
`J
`` LOT 2
HANNAH A TARRENCE
PIN 1826-17-1239
N
_N18'05'44"E
436,512 SQ. FT.
DB 2003 PG 237
310.84'
,� 10.021 AC
Vcw
SS q 30,
F ,
SfNFNT
C2
N 34'12'28"E
L4 EIP
-
147.44'
EIP
N/F
JAMES E TARRENCE JR
JENNY N TARRENCE
S82'22'31"E
Cb-N
CV :V`�
HANNAH A TARRENCE
PIN 1826-37-0849
,.�`V c1,^
rya ah 194.49'
N
DB 1631 PG 269
BM 28 PG 6
�•
LOT 1
Ate•
321Y
1,703,680 SO. FT.
v�
39.111 ACRES
N
.� N59'47'56"E
p�'ry 153.54'
N � S89'38'48"E
N Nry 171.25' IP
PINCHED
EIP;. S89'52'35"E S89'52'35"E
295.30' 241.70' EIP 2173
N/F
CRAIG HUSKETH N
VICKIE BAILEY HUSKETH NEW OXFORD
PIN 1826-26-2117 DEVELOPMENT
DB 1188 PG 897 COMPANY LLC
PIN 1826-46-6001
OB 1917 PG 614
BM 28 PG 6
LOT 1
PLAN REFERENCES
1. DEED BOOK 1631 PAGE 269
2. PLAT 28 PAGE 6
AWRECE K ELLIOTT
IN 1826-38-6573
DB 1052 PG 194
N/F 2484
ANGELES JUAN A
IP PEREZ ETAL
PIN 1826-38-7480
DB 1041 PG 730
2482
N /F
MICHAEL DAVID FERRELL
BRENDA M FERRELL
EIP PIN 1826-38-8267
C7 DB 997 PG 147
0
N4533'13"W .i�t
. 749.73' N/F �►
Ell � SUZANNE M KEIL
r PIN 1826-48-0104 y>
3576 DB 1003 PG 580 q��
A >>
R9•
N 24'24' 15"E
414.55'
CONTROL CORNER
NC GRID NAD83(2011)
N=867878.16'
E=2123917.56'
N/F
4200 MCCHESNEY TIMOTHY
GRAHAM ETAL
PIN 1826-48-4683
DB 1699 PG 135
`N 36'45' 38"E
47.44'
L=20.23'
-R=25.00'
Chd=19.68'
S62'22'57"W
L=35.73'
R=50.00'
Chd=34.97'
S64'48'05"W
Easement Line Table
Line N I Pn0th Dimas on
L1 1514 5.% 4b•,a;.UXVI
L2 2,7301 S45 b-T 1 s 1: ••F
L3 264 75 N24 24' 13 4':'
L4 124.3.64 Sf 1 05' 93 53..E
Easement Curve Table 111
I; 5-1 T4 I T.1Ni 7 NT I :.H�' ..:I .111 h'.IIL
I 4t tPn•.. S•': ,.•.r.�• n. •r: 10:1}'
GRAPHIC SCALE
200 0 100 200 400
1 1 1 1 I
( IN FEET )
1 inch - 200 ft.
800
SITE
SURVEYOR NOTES:
LOCUS MAP
(N.T.S.)
101IDSOR DR
1. BASIS OF BEARING: NAD 83(2011), NORTH CAROLINA STATE PLANE
COORDIANTES FOR THIS PROJECT WERE ESTABLISHED BY THE
VIRTUAL REFERENCING STATION (VRS). THE INITAL STATE PLANE
COORDIANTES WERE SCALED FROM AN EXISTING PROPERTY
MONUMENT HAVING GRID COORDINATES OF N:867878.16' E:
2123917.56' AND HAVING A COMBINED GRID TO GROUND SCALE
FACTOR OF 1.0000232093.
2. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND
MEASUREMENTS IN US SURVEY FEET. UNLESS OTHERWISE NOTED.
AREAS ARE BY COORDINATE COMPUTATION.
3. REFERENCES ON THE FACE OF THE MAP WERE ACQUIRED FROM THE
GRANVILLE COUNTY REGISTER OF DEEDS.
4. THE SUBJECT PARCEL SHOWN HEREON LIES IN FLOOD ZONE X
(MINIMAL FLOOD RISK) PER FEMA FIRM PANEL 3700658500J
EFFECTIVE DATE 05/04/2009.
5. THE SUBJECT PARCEL IS UNDER JURISDICTION OF GRANVILLE
COUNTY AND ZONED AR-40.
6. NO FLOOD PRONE SOILS WERE REPORTED ON GRANVILLE COUNTY
GIS.
7. THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF A TITLE
REPORT AND IS SUBJECT TO ANY MATTERS THAT A FULL TITLE
SEARCH DISCLOSES.
IIIII III IIIII IIIII IIIII IIIII IIIII IIIII IIIII Illli IIIII III!I IIIII IIII IIII
Doc ID: 003829950001 Type: CRP
Recorded: 02/09/2024 at 11:18:30 AM
Fee Amt: $21.06 Paqe 1 of 1
Gran•:ille County. NC
KathW M. Taylor Req of Deeds
BK53 PG38
REVISION
DATE DESCRIPTION
02/02/2024 SECOND SUBMISSION
01 /22/2024 INITIAL SUBMISSION
EXEMPT PLAT SUBDIVISION
JAMES, JENNY & HANNAH
TARRENCE
35.4 ANDERSONS PLACE LAND.
FRANK! INTON, IBC 27j25
GEOMATICS
-3n- Self Storage Rd Auex. NC - 2; :i23
t 91'91 6'2 - 1 i�f NC Flr�f�1 �f I't-L56r
Drawn By
GS
Date
Job No.
Surveyed By
TD
02/02/2024
C23366
Checked By
CC/MM
Scale
Sheet No.
Book No.
TSC5-TD
I 1 "=200'
1 OF 1

certifies that there are no delinquent ad valorem re
al Estate taxes, which
,ranville Counter Tax Collector as charged �Alith c011ecting
it Number:
q�j__
s not certification that the Granville County Tr
�� Office parCe1 number
les this deed description,
VQ
Date.
Elie County Tax Offrce
Excise Tax: F$0,00
parcel identifier I.
III' IR 11 1 il'I ^
��
111,11 _ �i I.
s .4
Doc ID. 00 0000 Tvpe : ORP
Recorded: 3 024 at 10: : 1
Fee Amt: ,00 Page I of
Revenue Tax: $0.00
Granville Countv, NO
Kathy M. Taylor Req of Deeds
BK 1978 P�741-743
NORTH CAROLMA NON -WARRANTY DEED
Veirified by County on the � day of
i,
AM
s2040040�
Mai VB ox to:
C -.27 612
PLL P1--� P1. Suite �_� T
This
went way prepared : London Te s en r., E q . # l der rr - - -- --
Brief
description for ti Lots I Exempt Plat Subdivision, Book 53, _p4ge 38_ ---
'PHIS DEED made this � day of _ � _ �, 20243 by and between
GRANTIEE
GRANTOR
James Edward Tarrence, Jr., Hannah Alicia Tarrence, and James Edward Tarrence, Jr., Hannah Alicia T ey Nicoe, le
Jenny Nicole Tarrence Tarrence, as joint tenants with right of survivorship
3832 Copperhead Read 3832 Copperhead Road
Apex, NC 27539 Apex, NC 27533
sed herein shall include said parties, their heirs, successors, and assigns, and shall include
The designation Grantor and Grantee as u
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable conside-ration paid by the Grantee, the receipt of which is hereby acknowledged,
has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simply, all that certain lot, parcel of land or
condominium un4.
it situated in nv
the Gxty Qf Franklintan, Graille County, North Carolina and more particularly described as
follows:
All of Lot I and Lot 2 as sho,%m on the map entitled "Exempt Plat Subdi%pision for Jame,3, Jenny & Hannah
dated February 4 and recorded ed in Book of Maps 53, Page 38, Granyffle County Register of Deeds*
The property hereinabove described was acquired by Granter by instrument recorded in Book 163 i, Page 269.
in conveyed includes or does not include the primauY residence of a Grantor.
All or a portion of the property here
A map showing the above described property is recorded in Plat Book 53, Page 38.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the
Cirr=tee in fee simple.
page 1 of I
Bar As&ociation Form No. 7 C 7/ 01
inted b e ent with the NC Bar Association
Nord Carolina bar Association ,ETC Bat Form No. 7

The Grantor makes no warranty, express or implied, as to title to the property hereinabove described.
IN WITNESS WHEREaF, the Grantor has duly executed the foregoing as of the day and-11
(Entity Name)
B.
print/T�w Name & Title:
B:
P hi YPe Name & Title:
Frint!Type Name & Title:.
vent first above Wit4'
3 e4 Jr.
Print/Type Name. Hannah Alicia Tairence
A W a "-"14
A,� If o"I
.0 r ziaa,
RaMir
am e: Jenny Nicole o1 Tarrence
LSEAL
PrintiType Name:,
dr
State of �Tl��` rio- _ -County or City of �l�-
and State aforesaid, certify that
I the und Signed No Public of the County ar Giry of _ �Iv�,�' � —
�� � �- personatly appeared before me this day
w '" � -- � —hand and
ed the due execution of the foregoininstrument for tbe pu�-pases therein expxessed. W��ness my
.�<" A ro�,seal this r) t9t day of 120
A Notary Public
00
Inires: X
a Notary's Panted or Typed Name
KEG
�t�� � �-},� �t � _ - County or City of�A(V�
I, the undersigned Notary Public of the County or City of and State aforesaid, certify that
AlI/
I o, TG�I�` mind , i W��� personally appeared before me this day
znstrurnent for the purposes therein expressed. Witness my hand and
and aclrnawledged the due execution of the foregoin
Notarial stamp or seal this �Ut day 4f _"=h ^. � 2
0Z
Page 2 of
Bar Association Form No . 7 (D 7 /2 013 North Caroha BarAssociation— Form��FormNo. 7
Printed by Agreement with the NC B Association

4tn&
Is�igp Expires:
��-
n
PUB
Notary's Printed or Typed dame
Natazy Public
I�via- County r City .
7i � f Stateaforesaid, c e rt1 ` that
Public t Coin o It f I
f' r i 'd and acknowledged that ���e i the
pers orally f
aNO
oa;;
ti t ro h the Inappli ab 1, and thatby
Qr ` l i ab i1company/general der 1 mitepartnership _
ehalf as 4ts act and deed.
auth+� ... *} .duly given and as the acthe signed e d the a foregoing i n s� nt i is n m e o n i t b
20
with my hand and Notarial stamp or seal, this day of
My Commission Expires:
(Affix Seal)
Page 3 of
iB aw Assoc i ati on Form N o � 7 7/ 01
F`ri rated by Agreement with the NC Bax AsswiatiOrl
Notary Public
Notary"s tented or Td Name
Nortb Carolina B a.r As smkon — NC Bar Form No. 7

I
I
Granville Countyj NC
Katny M, Ta'vior Reg of Deeds
101 Main St
Oxford, NC 27565
Phone Number. (919)6930-6314
Fax Number%
Official Receipt: 2024-00001939
Printed bn 03/22/2024 at 10:36;18 AM
�89 on FEE01 _.__.. ___--------
JAMES TARRENCE
Date Recorded: 03/22/2024
Instrument ID Recorded Time
Amount
Bk 1978 Pg 741 10:36:01 AM$26.D0
DEED,
fARRENCE, JAMES EDWARD JR
TO:TARRENCE, JAMES EDWARD JR
Total Die: � $26,00$31-00
Paid By Cash:
Change TendFred: $5.00
HAVE A NICE DAY!
0
i
Err
9
{

Doc ID: 0038 6504002
Recorded: 07j03J2024
Fee Amt; $26.00 Page
Revenue Tax: $0.00
Granville County, NC
Kathy M. Taylor Rea
Type: CRP
at 02:07:34 PM
1 of 2
of Deeds
BK 1989 PG539-540
State of North Carolina
Department of Environmental Quality
Division of Water Resources
NON -DISCHARGE WASTEWATER SYS'I'EM WAIVER
AGREEMENT TO NAIVE SETBACKS AS REQUIRED BY
15A NCAC 02T .0506(s), .0506(b), .0606(a), .0706(a) AND .1006(a)
I, James Edward Tarrence,-Jr. sprinted name), certify that I am a deeded owner or an
authorized agent of the property located at:
Address: 3546 Andersons Place Ln
City: Franklinton State: SIC
Parcel No.: PIN: 182600382281
Zip Code: 27%525County: Granville
Furthermore, I certify that I am authorized to nYake decisions regarding this propertyr, and that I coo hereby
agree that the setback distances cited below be granted to the Applicant/Permiace listed an the foHowi*ng
gage.
I understand the setback requirements set forth is SSA NCAC DST. For the parcel identified abase,
1 consent to the following reduced setbacks
❑ Wastewater Im"gation/Inffitration Setback to Property Lines
The required setback of feed is reduced to _feet, thereby allowing wastewater effluent
irrigation or infiltration no closer than _feet from my property tine.
0 Wastewater Irrivation./Infiltration Setback to Places of Assembly
The required setback of 200 feed is reduced to 100 feed, thereby allowing wastewater effluent
irrigation or infiltration no closer than 100 feet from my residence(s) or place(s) of assembly.
❑ Wastewater Treatment and_Storage Unit Setback to Property Lines
The required setback of feet is reduced to feed, thereby allowing the construction of
wastewater treatment and storage units no closer than feet from my property line,.
Wastewater Treatment and Storage Unit Setback to Places of Assembly
The required setback of feet is reduced to feet, thereby allowing the construction of
no closer than feet from my residence or place of
wastewater treatment and storage units
assemt '
Date: - .
FORM: NDWSW 02-19 Page 1 of 2

Appficant/Permfttee:James Edward Tarrence, Jr.
Address: 3546 Andersons Place Ln
Ot3r- Frankfinton
NORTH CAROLINA,.
WC( Vd.-I
ohm
State: NC
Permit No.: N/A
Parcel No. : PIN: 182600382281
Zip Code: 27525 County: _ Granville
COUNTY
I, ��`fIt I P.0a Notary Public for
do hereby certify that E,
Wa 1;::� e County, North Carolina,
personally appeared before me this day
and acknowledged the due execution of the foregoing instrument,
Witness my hand and official seal, this the cw9, day of E'-71t)j y
SEAL
60 L PA 74
0 T A o
my Cemma Expe
-
2 02Z6.
400
do
/#WireU
#
% Ne
00 U r4-�-4
;1f 111 11 t ill%
,20649 .
Signature of Notary public
My eom»tissron expr'res"QV,PYYIbeYJ I? j0s24
once notarized, this firm shall be recorded at the Register ofDeeds in the county or counti
es in
which the described properties are located. A copy of the recorded waiver shall be sent to the
following address:
Division of Water Resources
Non -Discharge Branch
1617 Mail Service tenter
Raleigh, North Carolina 27699-1617
FARM: NDWSW 03-17 Page 2 of 2

I I III CHI— !11 101 1 ■k ■ -■ r■ ■ ■q imi■ c -rE-- -r•
F. 111 . 1 111 111] 111_1..11 If, _a 1 11 if 1. 11,I L111 1L.11 1 +if .IJ
Doc I D : 003858510002 Type: CRP
11
Fee Ant t. 0 Paqe I of
Granville County, N
Kathy M ; Taylor Rep of Deed
BK 1989 PG541-542
State of North Carolina
Department of Environmental Quality
Division of Water Resources
NON -DISCHARGE WASTEWATER SYSTEM WAIVER
AGREEMENT TO WAIVE SETBACKS AS REQUIRED BY
15A NCAC 02T .0506(a), .0506(b), .0606(a), .0706(a) AND .1006(a)
I, James Edward Terrence, Jr. (printed name), certify that I am a deeded
authorized agent of the property located at.
Address: 3554 Andersons Place Ln
City: Franklinton State: NC Zip Code:
nr or an
Parcel No. : PIN:182600370849
27525 County: Granville
Furthermore,, I certify that I am �►ut�iorized to make decisions regarding this property, and that I do hereby
agree that the setback distances cited below be granted to the Applicant/Pernu'ttee listed an the following
page.
I understand the setback requirements set Earth in 15A NCAC 02T. For the parcel identified abase,
I consent to the following reduced setbacks:
�] Wastewater I tion/Inffitration Setback to Proj!ert
-y Lines
The required setback of 150 feet is reduced to 50 feed, thereby aUQwiag wastewater effluent
irrigation orinfiltration no closer than 50 feet from my property line-.
x❑ Wastewater Irrigation/Inffitradon Setback to Places of Assembly
The required setback of 400 feet is reduced to 200 feed thereby allowing wastewater effluent
irrigation or infiltration no closer than 200 feet from my residence(s) or place(s) of assembly.
❑ Wastewater Treatment and.. Storage Unft Setback to PropeLines
The required setback of � feet is reduced to feet, thereby allowing the construction of
wastewater treatment and storage wits no closer than feet from my property Line.
❑ Wastewater Treatment and Storage Unit Setback to Pieces of Assembly,
The required setback of feet is seduced to AM feet, thereby allowing the construction of
wastewater treatment and storage units no closer than I feet from my residence or place of
1- 1
assem
Signature:
Date11
: 7.�
pi, I. (- -
FORM: NDWSW 02-19 Page 1 of 2

Applicant/Pertnittee:,...".— James Edward' Tarre nce, Jr.
Addres-r,.3546 Andersons Place Ln
City; Franklinton State: N C
NORTH CAROLINA,
tA/ct tz. !!!,
Pest V N/A
.
Parcel No.: PIN: 182600382281
Zip Code,: 27525 County: Granville
COUN�l _.r_.v
a Notary Public for
do hereby certify thatJemvs ��n c i e YIce
VJtr.Le., _County, North Carolina,
personally appeared before me this day
and acknowledged the due execution of the foregoing instrument.
Witness my hand and official seal, this the cs9r, day of Y
SEAL
Signature nfNotary.. blic
hey commission expires�lt�f�yr�
Once notarized, this firm shall be retarded at the Register of Deeds in the county or counties in
which the described properties are located. A copy of the recorded waiver shall be sent to the
following address:
Division of Water Resources
Nan -Discharge Branch
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
FORM: NDWSW 03-17 Page 2 of 2

INMI1111111111MIN
III IIII IIII
Doc ID: 003864730002 Type: CRP
Recorded: 08/02/2024 at 09:31:22 AM
Fee Amt: $26.00 Page 1 of 2
Granville County, NC
Kathy M. TaylorRegof Deeds
BK 1992 PGV90-V91i
State of North Carolina
Department of Environmental Quality
Division of Water Resources
NON -DISCHARGE WASTEWATER ER SYS-TEM WAIVER
AGREEMENT TO WAIVE SETBACKS AS REQUIRED BY
15A NCAC 02`!' .li506(a), .0506(b), .0606(a), .ti70%a) AN D .ibtib(a)
�i Ii� (printed name), certify that I am a deeded owner or an
authorizedVoff t� property located at:
Address:
3546 Andersons Place Ln
Marcel No.:
PIN:1826UO382281
City:
Franklinton
State: NC Zip Code: 27525
County: Granville
Furthermore, I certify that I am authorized to make decisions regarding this property, and that I do hereby
agree that the setback distances cited below be granted to the Applicant/Permittee listed on the following
page.
I understand the setback requirements set forth in ISA IVtAC 02` . For the parcel identified above,
I consent to the following reduced setbacks:
❑ Wastewater Irrigation/Infiltration Setback to Property Lines
The required setback of feet is reduced to feet, thereby allowing wastewater effluent
irrigation or infiltration no closer than feet from my property line.
® Wastewater Irrigation/Infiltration Setback to Places of Assembly
The required setback of 200 feet is reduced to 100 feet, thereby allowing wastewater effluent
irrigation or infiltration no closer than 100 feet from my residence(s) or place(s) of assembly.
[l Wastewater Treatment and Storage Unit Setback to Property Lines
The required setback of feet is reduced to feet, thereby aliowing the construction of
wastewater treatment and storage units no closer than feet from my property line.
Wastewater Treatment and Storage Unit Setback to Places of Assembly
The required setback of feet is reduced to feet, thereby allowing toe construction of
wastewater treatment and storage units no closer than feet from my residence or place of
assembly./.
Signui'ure: �1 � /( iia c: 7136 12q
FORM: NDWSW 42-I9 Page l of 2

Appli t/Permittee: James Edward Tarrence, Jr. Permit No.: N/A
Address: 3546 Andersons Place Ln
City: Frankllnton
Parcel No.: PIN: 182600382281
State: NC Zip Code: 27525
NORTH CAROLI NA, W1MCe__-_ t OUN 1 V
Notary Public for
do hereby certify that , le�✓i�
kv4ll"
County: Uranviile
County, North Carolina,
personally appeared before nee this day
and acklww1edgjd the due execution of the foregoing instrument.
Sekii, iii6 Lhe ao iisiy tiiSMIL
r'
Signature of Notary Public
MY co-mll islion: c.'41sir«,
fr
Once notarized, this torn shall be recorded at the Register of Deeds in the county or counties in
which the described properties are located. A copy of the recorded waiver shall be sent to the
following address:
Division of Water Resources
Non -Discharge Branch
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Yi)RM: ND'WSW 03-17 Page 2 of 2

111111111111111111IN111
Doc ID. 003864720002 Type: CRP
Recorded: 08/02/2024 at 09:30:51 AM
Fee Amt: $26.00 Page i of 2
Granville County, NC
KathyM. Taylor Reg
of Deeds
BK 1 �JQ92 PG888-889
State of North Carolina
Department of Environmental Quality
Division of Water Resources
NON -DISCHARGE WAYFEWATER SYSTEM WAIVER
AGREEMENT TO WAIVE SMACKS AS REQUIRED BY
ISA -NCAC; 02'1' .05"(a), .0506(b), .060(a), .ii7it6(a) AND . O(Wa)
t, !,k (printed name), certify that I am a deeded owner or an
authorized�t of d;roperty located at:
Address: 3564 Anaersons Place Ln Parcel No.: PIN:182600WO849
City: Frarddinton State: NC Zip Code: 27525 County: Granville
Furtlicrmore, f certify that f am authorized to make decisions regarding this property, and that l do hereby
agree that the setback distances cited below be granted to the Applicant/Permittee Tested on the following
iage-
f understand the setback requirements set forth in ISA NCAC 02T. For the parcel identified alcove,
I consent to the following reduced setbacks:
Wastewater Irrigation/Infiltration Setback to Fret Lines
The required setback of 'i 50 feet is reduced to Du feet, thereby allowing wastewater effluent
irrigation or infiltration no closer than 50 feet from my property fine.
Wastewater IrrigatioWUMtration Setback to PJW� Assembly
The required setback of 400 feet is reduced to z0y feet} thereby allowing wastewater effluent
irrigation or infiltration no closer than 200 feet from my residence(s) or place(s) of assembly.
n Wastewater Treatment and Storage Unit Setback to Property Lines
The required setback of feet is reduced to feet, thereby aiiu►vir� , the
eonStruetion of
wastewater treatment and storage emits no closer than _ feet from my property line.
0 Wastewater Tr ;Atq tgnt ano Storage Unit Setback to PlavAs of Assembly
rue required setback of feet is reduced to feet, thereby allowing the construction of
wastewater treatment and storage units no closer than feet from my residence or place of
assembly-
Signature:
Date:
FORM: NLiWSW 02-19 Page i of 2

Applicant/Pern3ittee: tames Edward Tarrence, Jr. Permit No.: N/A
Address: 3546 Andersons Place Ln Parcel No.: PIN: 182600382281
City: Franklinton State: NG :Lip Code: 27525 County: Granville
NORTH CAROLINA, i:i.)i1NTY
La Notary Public for LA�&(,, . County, North Carolina,
do hereby certify that ;)��✓n� �u et--�° personaiiy appeared before rue this day
and ac4"w1edgg4 the due execution of the foregoing instrument.
witabsx4fty ii iii4i 1ill$ii al Sinai, thin the 30' day tii
AL
s•aco.'yc �,�
Signature of Notary Public
r ! !
Once notarized, this form shall be recorded at the Register of Deeds in the county or counties in
which the described properties are located. A copy of the recorded waiver shall be sent to the
following address:
Division of Water Resources
Non -Discharge Branch
1617 Mail Service Center
Raleinh, North Carolina 27699-1617
FORM: NOWSW 03-17 Page 2 of

IIIII INIII III IIIN IIIII Illil IIIII IIIN IIIII IIIII IIIII IIIN IIIII IIIII IIII III!
Doc ID: 003864750002 Type: CRP
Recorded: 08/02/2024 at 09:32:06 AM
Fee Amt: $26.00 Pape i of 2
Granville County, NC
Kathy M. Taylor Rep of Deeds
13Ki992 PG894-895
State of North Carolina
Department of Environmental Quality
Division of Water Resources
NON -DISCHARGE WASTEWATER SYSTEM EM WAIVER
AGREEMENT TO WAIVE SETBACKS AS REQUIRED BY
15A N AC 021- .i)5(iti{a), .05Wb), .Ub+iib(a), .U7bb(a) AND .106(a)
I, Hannah f-� (printed name), certify that I am a deeded owner or an
authorized agent of the property located at:
Address: 3546 Andersons Place Ln
Parcel No.: PIN1826OU382181
City: Frankiinton State: NC Zip Code: 27525 County: Granville
Furthermore, I certify that I am authorized to make decisions regarding this property, and that I do hereby
agree that the setback distances cited below be granted to the Applicant/Permittee listed on the following
page.
i understand the setback requirements set forth in I5A NCA[j 02T. For the parcel identified above,
I consent to the following reduced setbacks:
❑ Wastewater Irrigatlon/Infiltration Setback to Prover tv Lines
The required setback of feet is reduced to feet, thereby allowing wastewater effluent
irrigation or infiltration no closer than feet from my property line.
NI Wastewater Ir pfipn/Infli #on Setback to places of Assembly
The required setback of 200 feet is reduced to 100 feet, thereby allowing wastewater effluent
irrigation or infiltration no closer than 100 feet from my residence(s) or place(s) of assembly.
Wastewater Treatment and Storage Unit Setback to Property Lines
The required setback of feet is reduced to feet, thereby allowing the construction of
wastewater treatment and storage waits no closer than feet from my property line.
Wastewater Trea ent and Storage Unit Setback to Places of Assembiv
The required setback of feet is reduced to ieeta thereby allowing the construction of
wastewater treatment and sto a units no closer than feet from my residence or place of
assembly.
Sire Date: L �0
FORM: NDWSW 02-19 Pagel of 2

Applicant/Perniittee:
James Edward Tarrence, Jr.
Address: 3546 Andersons Place Ln
Permit No.: N/A
Parcel No.: PIN: 182600382281
City: Franklinton State: Ne Zip Code: 27525 County. Granville
NOR`FH CAROLINA, COUNTY
1, ';z a Notary Public for County, North CMUM,
do hereby certify that '7 personally appeared before one this day
and acknowledged the due execution of the foregoing instrument.
wilnesis my hand and 01,11ciai WA, this the day of -J W41
SEAL
Signature q WP 4" uMic
fN
Once notarized, this form shall be recorded at the Register of Deeds in the county or counties in
which the described properties are located. A copy of the recorded waiver shall be sent to the
following address:
Division of Water Resources
Non -Discharge Branch
1617 Mail Service Center
Ralei& North Carolina 27699-1617
FORM: NDWSW 03-17 Page 2 of 2

IRM1101111111IN11
ii lilt 1
Doc ID: 003864740002 Type: CRP
Recorded: 08/02/2024 at 09:31:53 AM
Fee Amt: $26.00 Page i of 2
Granville County, NC
Kathy M. TaylorRegof Deeds
BK 1992 PGV VegQ2-893
State of forth Carolina
Department of Environmental Quality
Division of Water Resources
NON -DISCHARGE WASTEWATER SYS`FEM WAIVER
AGREEMENT TO WAIVE SETBACKS AS REQUIRED BY
I5A A CAC 02'1' .05i6(a), .95ob(b), .iiW6(a), .ii7tlo(a) Al` D .liiiib(a)
1, I (' ' (printed name), certify that I am a deeded owner or an
authorized agent of the property located at:
Address: 3654 Andersons Place Ln Parcel No-: PIN:162600VO849
City: Franklinton State: NC Zip Code: 27525 County: Granville
Furthermore, 1 certify that 1 am authorized to make decisions regarding this property, and that I do hereby
agree that the setback distances cited below be granted to the ApplicantiPermittee listed on the following
page.
I understand the setback requirements set forth in ISA NCAC 024'. For the parcel identified above,
I consent to the following reduced setbacks:
© Wastewater Irrigation/Infiltration Setback to Proyjxty Lines
The required setback of 'i 50 feet is reduced to OU feet, thereby allowing wastewater effluent
irrigation or infiltration no closer than 50 feet from my property line.
X❑ Wastewater Irrigationllnntion Setback to Pieces of Assembly
The required setback of 400 feet is reduced to 200 feet, thereby allowing wastewater effluent
irrigation or infiltration no closer than 200 feet from my residence(s) or place(s) of assembly.
❑ Wastewater Treatment and Storage Unit Setback to Property Lines
The required setback of feet is reduced to feet, thereby s Howing the construction of
wastewater treatment and storage units no closer than feet from my property line.
❑ Wastewater Treatment and Storage Unit Setback to Places of Assembly
The required setback of feet is reduced to feet, thereby aiiowing the construction of
wastewater t5fatment and storage units no closer than feet from my residence or place of
assembly.
Signature.�&#
/ � Date:
FORM: NDWSW 02-19 Page I of 2

ApplieantlPermittee: James Edward Tarrence, Jr. Pern3it No.: N/A
Address: 3546 Andersons Place Ln
City. Franklinton
Parcel No.: PIN:1826=82281
State: NC Zip Code: 27525 Gouty: Granville
t'tiOti`M CAROLINA, �� COUNTY
Notary Public for County, North Carolina,
Rio hereby certify that �hn &Z'b�..��.�.. � personally appeared ;before me this day
and acknowledged the due execution of the foregoing instrument.
* s UIY,.Pptw- anti Utiiclal sem, tills the tiny of ,.c.
w r i f� ro
Signature of Notary Public
"I
MY
Once notarized, this form shall be recorded at the Register of Deeds in the county or counties in
which the described properties are located. A copy of the recorded waiver shall be sent to the
following address:
Division of Water Resources
Non -Discharge Branch
1617 Mail Service Center
Raleigh, North Carolina 27699_ 1617
FORM: Ni WSW 3-17 Page 2 of?

Appendix F
Soils Evaluation

AVVr
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N Salem Street, Suite 203, Apex, NC 27502
agriwaste.com 1 919.859,0669
Soil Suitability for Single -
Family Residence Wastewater
Irrigation Systems
3546 Andersons Place Ln
Franklinton, NC 27525
Granville County
(PIN: 1826003 8228 1)
Prepared For: James Tarrence, Owner
Prepared By: Christopher E. McGee, LSS
Sr. Soil Scientist
Bailey Stiles
Environmental Scientist
Report Date: July 17, 2024

AVkFr
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N Salem Street, Suite 203, Apex, NC 27502
agriwaste.com 1 919.859.0669
Soil Suitability for Single -Family Residence Wastewater Irrigation Systems
3546 Andersons Place Ln, Franklinton, NC 27525
Granville County, NC (PIN:182600382281)
PREPARED FOR: James Tarrence, Owner
PREPARED BY: Christopher E. McGee, LSS
Sr. Soil Scientist
Bailey Stiles
Environmental Scientist
REPORT DATE: July 17, 2024
Soil suitability for a single-family residence wastewater irrigation system was evaluated in
August and October 2023 for property located on Anderson Place Ln in Franklinton, NC
(Granville County). Chris McGee and Bailey Stiles of Agri -Waste Technology, Inc. (AWT)
conducted the preliminary and detailed soil evaluation, as well as the subsequent Saturated
Hydraulic Conductivity (KsaT) tests. Reference property maps, provided by Granville County
GIS and the recorded property subdivision plat, are included in Attachment 1. Municipal
wastewater services are not available; therefore, on -site wastewater disposal will be required.
No evidence of any past development or wastewater systems was noted while the subject
property was traversed by AWT.
The subject property is approximately 10 acres in size. The property was platted/subdivided
from a larger tract in 2024 (Parent Tract PIN: 084389960162) The entire property is wooded,
with evidence that it was likely logged/cleared in the early-2000's. A creek exists on the
property (flowing from north to southeast). The creek runs generally parallel to the northeast
property line. The property slopes from south down to the north. No other water features or
areas requiring setbacks were noted on the lot during the evaluation. The adjacent, parent, lot
contains a pond that was considered when establishing setbacks from the proposed system. The
creek buffer, areas of disturbance, old roads, etc. were mapped - out during the evaluation.

Topography/landscape position for wastewater systems is generally favorable at the upper
(north) portion of the lot. Slopes range from 5-20% and surface water runoff does not appear to
be a concern from upslope areas.
Soils on the property are unsuitable for any subsurface on -site wastewater system; therefore, a
surface irrigation system will be required. The property has been denied a septic system permit
for a single-family residence by the Granville County Environmental Health Department. A
copy of the denial should be included with the full engineering package for the proposed system.
A 2-bedroom single family residence is proposed for construction on the property. After
conducting a preliminary evaluation of the entire parcel, an area located near the northern end
was selected for a surface irrigation system. This area was selected due to existing soils being
most favorable within this zone (lack of disturbance and deeper to indications of a seasonal high-
water table). AWT's evaluation maps are included in Attachment 2. Due to the size of the lot
and amount of usable area, spray dispersal will be utilized.
The drawing in Attachment 3 details the locations of the relevant site features/setbacks, proposed
soils area for irrigation, and saturated hydraulic conductivity (KsaT) test locations. The USDA-
NRCS mapped soil types for the proposed irrigation area are Creedmoor soil series. It is AWT's
opinion that the soils in this are similar to the Creedmoor series. Regardless, these soils are
indicative of the majority limitations associated with Triassic Basin region soils. In general, soil
characteristics within the proposed system utilization area were consistent and no significant
inclusions or deviations from this mapped soil type were noted in any borings within the
proposed irrigation area by AWT. Numerous borings were performed throughout the area, with
the major limitation for wastewater utilization being depth to expansive clay mineralogy and
seasonal high-water table (SHWT). In general, the depth of the SHWT was 12+ inches
throughout the proposed area of utilization.
Topography and surrounding drainage is favorable in the area selected for irrigation. There are
no significant areas of disturbance other than occasional small ruts. A detailed description of a
typical soil profile within the proposed application area is shown below. Written descriptions of
borings performed at each KsaT test location are detailed in Attachment 4. A standard soil
fertility sample was obtained for the surface horizon and is included in Attachment 5.
AWT Typical Profile — Tarrence Surface Irrigation Svstem Utilization Area
Sideslope landscape position (4-6% slope)
SHWT (perched) is estimated to vary between 12 and 21 inches — typically beginning at
interface between A and Bt horizon. Variation in thickness and depths of each horizon were
noted across site.
A 0 to 3 inches, brown (5YR 4/4) sandy clay loam; no mottles; weak sub -angular blocky;
very friable; non -sticky, non -plastic
Btl 3 to 21 inches, strong brown (2.5YR 4/6) clay; no mottles; massive structure; very firm;
sticky, plastic
2

Bt2 21 to 29 inches, strong brown (2.5YR 5/6) clay; many medium distinct mottles (2.5YR
6/1 & 7.5 YR 5/4); massive structure; very firm; sticky, plastic
BC 29 to 44 inches, reddish yellow (2.5YR 5/6) clay loam; no mottles; weak sub -angular
blocky structure; firm; slightly -sticky; slightly -plastic
C 44 to 84 inches, red (2.5YR 5/6) sandy clay loam; gray (5YR 6/1) mottles; massive
structure; friable; slightly -sticky; slightly -plastic
Saturated Hvdraulic Conductivitv (KsaT) Tests
A total of three KsaT tests were conducted during the field work phase of the project. The
purpose of these tests was to determine permeability within the most restrictive soil horizon
(generally the Bt or BC horizons). The depth to this horizon varied depending on landscape
position and desire to keep the test water column retained within the most limiting zone. All
tests were performed with a Johnson Permeameter. The results are summarized below. The
calculation sheets and any supporting documents are included in Attachment 6. Results have
been rounded to three decimal places.
Table 1. Saturated Hydraulic Conductivity (KsaT) Data.
IFKsAT Test Identification911111iffF KsaT Test De th PermeabiliIN
-----inches----- ----- in/hr-----
1 26 0.009
2 28 0.021
3 30 0.010
Geometric Mean 0.013
Loading Rate and Spravfield Computations and Recommendations
Based on the KsaT data, a permeability rate of 0.013 in/hr (geometric mean of the 3 KsaT
measurements) is recommended to be used in the water balance computation for this system.
The wastewater irrigation rate shall be determined using the above KsaT data in accordance with
the Single -Family Residence Wastewater Irrigation System Loading Rate Calculation Policy and
the Single -Family Residence Loading Rate Workbook. Due to the variation in the data and
existing site conditions, we recommend a drainage coefficient of 0.15 not be exceeded. The
instantaneous application rate should not exceed 0.2 in/hour. The surface soil texture and
vegetation should allow adequate infiltration at this rate. Local precipitation data should be
considered as part of the loading rate workbook.
As part of the water balance, the approximate land area required for an irrigation system is
calculated based on the size of the proposed residence and the loading rate of the soil. Based on
AWT's soil mapping of the proposed utilization area, approximately 20,122 sq. ft. of usable area
is available for the spray field. The recommended annual hydraulic loading rate is 15 inches per
year or less. The permeability results indicate this site will support annual rates in SFR Group
"C". The area evaluated and suitable for the proposed system is substantially greater than the
minimize size required for this flow, which should allow optimal placement of the spray field
nozzles and some flexibility during installation.
3

AWT is not requiring fill soil to be added to the site in order to meet permit requirements;
however, small, isolated spots with ruts and disturbance may require pockets of fill (to be field
determined by contractor). As such, we are including fill specifications in order to maintain
quality control standards for any fill soil used, and we request a soil scientist approve the final
installation of the spray field prior to irrigation activity commencing.
Fill specs:
Fill soil maybe required in isolated spots. A final determination will be made by the contractor and soil scientist.
Low areas should be filled so that no water collects or ponds. Allowances should be made for settling of the soil.
The present soil surface texture is sandy loam and offers a good infiltrative surface. Fill material shall have the
following characteristics:
1) Coarse fragments as defined by USDA (2 mm to 3.0 inches) shall not exceed 10% by
volume of the volume of the fill material.
2) Fill material shall not contain more than 5% organic matter (including leaf debris, twigs, sticks, etc.)
3) Fill material shall not include any construction debris such as bricks, concrete,
construction wood materials, or any components orfragmems ofsuch.
4) Fill material shall classes under one of the following USDA soil texture classes: sandy loam, loam, or
silt loam. Particle size analysis may be confirmed by a third party testing laboratory if necessary.
5) Light tillage of the fill with the topsoil should occur if compaction is a concern, however, this tillage
should not exceed 6 inches below the natural soil surface. Removal of existing vegetation prior to fill
addition is necessary to allow a good gradation between fill and present soil surface.
The contractor should ensure that proper seeding and compaction practices are followed.
Summary and Desisn Considerations:
AWT is recommending a surface spray irrigation system to serve the proposed single-family
residence. The proposed system must satisfy the design criteria outlined in 15A NCAC 02T
.0605.
1) Geometric Mean of Saturated Hydraulic Conductivity: 0.013 inches/hour
2) Water Balance Drainage Coefficient: 15% (or less)
3) Maximum Instantaneous Infiltration Rate: 0.20 inches/hour
4) Maximum yearly loading: 15 inches/year (or less)
5) Area available for proposed wastewater spray field: 20,122 square feet
6) Fill soil — may be necessary in isolated low lying/rutted areas.
We appreciate the opportunity to assist you in this matter. Please contact us with any questions,
concerns, or comments.
Sincerely,
C�.- '� lqy—
Christopher E. McGee, LSS
F

ATTACHMENT 1: Current Plat/GIS Map

Page 1 of 1
"I, •D. 10I 4 ��Z CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED
DESCRIPTION RECORDED IN BOOK 1631 . PAGE 269 . THAT THE BOUNDARIES
NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND IN
PLAT 28 , PAGE 6 ; THAT THE RATIO OF PRECISION OR POSITIONAL
ACCURACY AS CALCULATED IS 1:20,000+; THAT THIS PLAT WAS PREPARED IN
ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE,
LICENSE NUMBER AND SEAL THIS DAY OF A.D., 2024.
SEAL OR STAMP
❑ THIS SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF A COUNTY
N/F
PEGGY GOOCH AVERRE
WILLIAM AVERRE N/F
PIN 18 00 PG 52 WILLIAM G MOSS
DB 1800 PG 452 PIN 1826-39-6046
TRACT 3 DB 1643 PG 50
3534
PINE 2492
SCUM f 358.91' 'TREE 266.78'
I HEREBY. CERTIFY THAT THE PROPERTY SHOWN AND DESCRIBED HEREON TREE 3 N89'45'54"W S89'54'37"W :4' EIP
THIS SUBDIVISION PLAT FOR RECORDATION QUALIFIES AS AN EXCEPTION `� ,� d RONALDNAFPONDER
TO THE PROVISIONS OF THE SUBDIVISI REGULATIONS OF GRANVILLE o o 00 ELIZABETH A PONDERE
COUNTY, NORTH CAROL DER SEC I 10. � , PIN 1826-38-5874
EIP ` _ � DB 7065 PG 568
2490
TITL OF PTIO : 3524
EIP N/F 2488
` D E 00 'ENT ADMINISTR TE d JOHNNY MAX POWELL
, KIMBERLY A POWELL
O \ PIN 1826-38-5625
1 N/F N O �D
DB 1636 PG 509
FRANK MOTSCHWILLER _ POND w �N 2486
�•� PATRICIA MOTSCHWILLER :`1 / Z N76'28'39"W N/F
1 PIN 1826-28-2551 1 ANNA L BLALOCK
I J . REVIEW OFFICER OF DB 1128 PG 412 128.12'
GRANVILLE COUNTY, CERTIFY THAT THIS PLAT CREATES A SUBDIVISION S75'07'47"W
SUBJECT TO AND IN ACCORD WITH THE GRANVILLE COUNTY UNIFIED 89.69'
DEVELOPMENT ORDINANCE, AND THAT IT MEETS ALL STATUTORY
REQUIREMENTS FOR RECORDING. THIS APPROVAL EXPIRES IF NOT
RECORDED BEFORE
REVIEW OFFICER
DATE D Z jej zq
CAR=''••.
J �oF ESSIp;�l..r ;
•
SEAL
* L-5412
'•...PHA N �..•.
SURVEYOR
OR MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES PARCELS:
THIS SURVEY IS LOCATED IN A PORTION OF A COUNTY OR MUNICIPALITY THAT IS
UNREGULATED AS TO AN ORDINANCE THAT REGULATES PARCELS OF LAND;
THIS SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND
®THIS SURVEY IS OF ANOTHER CATEGORY, SUCH AS THE RECOMBINATION OF
EXISTING PARCELS, ACOURT-ORDERED SURVEY, OR OTHER EXCEPTION TO THE
DEFINITION OF SUBDIVISION;
• 3510
NOTE TO LOT OWNERS:
"SITE IS LOCATED IN THE LOWER FALLS/FALLS LAKE WATERSHED.
PLEASE CONTACT GRANVILLE COUNTY BEFORE CONDUCTING ANY LAND
DISTURBANCE ACTIVITY. LOCAL STORMWATER MANAGEMENT REGULATIONS
APPLY IN THE FALLS LAKE WATERSHED. RESIDENTIAL LAND DISTURBANCE
OF 0.50 ACRES OR MORE REQUIRES THE SUBMITTAL OF A STORMWATER
PLAN FOR COMPLIANCE AND APPLICABLE STANDARDS TO GRANVILLE
COUNTY. LOT OWNERS SEEKING BUILDING PERMITS FOR LAND
DISTURBANCES EXCEEDING THE THRESHOLD MUST SUBMIT A STORMWATER
PLAN."
"I, -��1/d� ('2941. . CERTIFY THAT
THIS MAP WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL GPS
SURVEY MADE UNDER MY SUPERVISION
AND THE FOLLOWING INFORMATION WAS
USED TO PERFORM THE SURVEY
1. (1) CLASS OF SURVEY: CLASS A
2. POSITIONAL ACCURACY: H: 0.04 US
SURVEY FEET
3. TYPE OF GPS/FIELD PROCEDURE:
REAL TIME KINEMATICS NETWORK
(VRS)
4. DATE OF SURVEY: AUG. 8 2023
5. VERTICAL DATUM: NAVD 88
HORIZONTAL DATUM: NAD 83(2011)
NC GRID EPOCH: 2010.00
6. PUBLISHED/FIXED CONTROL USE:
7. GEOID MODEL: GEOID 12B
8. UNITS: US SURVEY FEET
9. CSF: 1.0000232093
LEGENDS
PROPERTY MARKER OO
NEW CORNER SET t�0
COMPUTED POINT
0
LINE SURVEYED
LINE NOT SURVEYED
EASEMENT
TREE LINE
EXISTING IRON PIPE
EIP
EXISTING IRON STAKE
EIS
0.75" SET IRON PIPE FLUSH
SIP
BELOW GRADE
BG
ABOVE GRADE
AG
DEED BOOK
De
PAGE
PG
BOOK OF MAPS
BM
RIGHT-OF-WAY
R/W
NORTHING
N
EASTING
E
ELEVATION EL/ELEV
N /F
JAMES E STEWARDCr
JOYCE TIPTON
PIN 1826-29-0152
DB 1887 PG 439
V y�c. EIP
(PARENT) S76'02'41"E
EIP O 87.78'
LOT 1 N45'33'13"W
749.73'
1,267,168 SQ. FT.
29.090 AC 1' N4533'13"W
to 0 749.73'
N
• Z
N 05
..?- {
N/F
t
'<�
13
BETTY HUFF
MARY B DENNY
^ :)
40
1
`J
`` LOT 2
HANNAH A TARRENCE
PIN 1826-17-1239
N
_N18'05'44"E
436,512 SQ. FT.
DB 2003 PG 237
310.84'
,� 10.021 AC
Vcw
SS q 30,
F ,
SfNFNT
C2
N 34'12'28"E
L4 EIP
-
147.44'
EIP
N/F
JAMES E TARRENCE JR
JENNY N TARRENCE
S82'22'31"E
Cb-N
CV :V`�
HANNAH A TARRENCE
PIN 1826-37-0849
,.�`V c1,^
rya ah 194.49'
N
DB 1631 PG 269
BM 28 PG 6
�•
LOT 1
Ate•
321Y
1,703,680 SO. FT.
v�
39.111 ACRES
N
.� N59'47'56"E
p�'ry 153.54'
N � S89'38'48"E
N Nry 171.25' IP
PINCHED
EIP;. S89'52'35"E S89'52'35"E
295.30' 241.70' EIP 2173
N/F
CRAIG HUSKETH N
VICKIE BAILEY HUSKETH NEW OXFORD
PIN 1826-26-2117 DEVELOPMENT
DB 1188 PG 897 COMPANY LLC
PIN 1826-46-6001
OB 1917 PG 614
BM 28 PG 6
LOT 1
PLAN REFERENCES
1. DEED BOOK 1631 PAGE 269
2. PLAT 28 PAGE 6
AWRECE K ELLIOTT
IN 1826-38-6573
DB 1052 PG 194
N/F 2484
ANGELES JUAN A
IP PEREZ ETAL
PIN 1826-38-7480
DB 1041 PG 730
2482
N /F
MICHAEL DAVID FERRELL
BRENDA M FERRELL
EIP PIN 1826-38-8267
C7 DB 997 PG 147
0
N4533'13"W .i�t
. 749.73' N/F �►
Ell � SUZANNE M KEIL
r PIN 1826-48-0104 y>
3576 DB 1003 PG 580 q��
A >>
R9•
N 24'24' 15"E
414.55'
CONTROL CORNER
NC GRID NAD83(2011)
N=867878.16'
E=2123917.56'
N/F
4200 MCCHESNEY TIMOTHY
GRAHAM ETAL
PIN 1826-48-4683
DB 1699 PG 135
`N 36'45' 38"E
47.44'
L=20.23'
-R=25.00'
Chd=19.68'
S62'22'57"W
L=35.73'
R=50.00'
Chd=34.97'
S64'48'05"W
Easement Line Table
Line N I Pn0th Dimas on
L1 1514 5.% 4b•,a;.UXVI
L2 2,7301 S45 b-T 1 s 1: ••F
L3 264 75 N24 24' 13 4':'
L4 124.3.64 Sf 1 05' 93 53..E
Easement Curve Table 111
I; 5-1 T4 I T.1Ni 7 NT I :.H�' ..:I .111 h'.IIL
I 4t tPn•.. S•': ,.•.r.�• n. •r: 10:1}'
GRAPHIC SCALE
200 0 100 200 400
1 1 1 1 I
( IN FEET )
1 inch - 200 ft.
800
SITE
SURVEYOR NOTES:
LOCUS MAP
(N.T.S.)
101IDSOR DR
1. BASIS OF BEARING: NAD 83(2011), NORTH CAROLINA STATE PLANE
COORDIANTES FOR THIS PROJECT WERE ESTABLISHED BY THE
VIRTUAL REFERENCING STATION (VRS). THE INITAL STATE PLANE
COORDIANTES WERE SCALED FROM AN EXISTING PROPERTY
MONUMENT HAVING GRID COORDINATES OF N:867878.16' E:
2123917.56' AND HAVING A COMBINED GRID TO GROUND SCALE
FACTOR OF 1.0000232093.
2. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND
MEASUREMENTS IN US SURVEY FEET. UNLESS OTHERWISE NOTED.
AREAS ARE BY COORDINATE COMPUTATION.
3. REFERENCES ON THE FACE OF THE MAP WERE ACQUIRED FROM THE
GRANVILLE COUNTY REGISTER OF DEEDS.
4. THE SUBJECT PARCEL SHOWN HEREON LIES IN FLOOD ZONE X
(MINIMAL FLOOD RISK) PER FEMA FIRM PANEL 3700658500J
EFFECTIVE DATE 05/04/2009.
5. THE SUBJECT PARCEL IS UNDER JURISDICTION OF GRANVILLE
COUNTY AND ZONED AR-40.
6. NO FLOOD PRONE SOILS WERE REPORTED ON GRANVILLE COUNTY
GIS.
7. THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF A TITLE
REPORT AND IS SUBJECT TO ANY MATTERS THAT A FULL TITLE
SEARCH DISCLOSES.
IIIII III IIIII IIIII IIIII IIIII IIIII IIIII IIIII Illli IIIII III!I IIIII IIII IIII
Doc ID: 003829950001 Type: CRP
Recorded: 02/09/2024 at 11:18:30 AM
Fee Amt: $21.06 Paqe 1 of 1
Gran•:ille County. NC
KathW M. Taylor Req of Deeds
BK53 PG38
REVISION
DATE DESCRIPTION
02/02/2024 SECOND SUBMISSION
01 /22/2024 INITIAL SUBMISSION
EXEMPT PLAT SUBDIVISION
JAMES, JENNY & HANNAH
TARRENCE
35.4 ANDERSONS PLACE LAND.
FRANK! INTON, IBC 27j25
GEOMATICS
-3n- Self Storage Rd Auex. NC - 2; :i23
t 91'91 6'2 - 1 i�f NC Flr�f�1 �f I't-L56r
Drawn By
GS
Date
Job No.
Surveyed By
TD
02/02/2024
C23366
Checked By
CC/MM
Scale
Sheet No.
Book No.
TSC5-TD
I 1 "=200'
1 OF 1

Granville County, NC
7/1 /2024, 1:58:35 PM 1:4,514
0 0.03 0.06 0.12 mi
Address Points County Boundary Hydro
0 0.05 0.1 0.2 kr
Centerlines Easements Parcels
granville_nc_anno
TAX PURPOSE

ATTACHMENT 2: AWT Evaluation Map

♦� Of6♦♦♦G i�♦♦♦♦1 ♦ 1♦♦ •! 1'♦►♦•♦►♦►f ►f •1 •f 1�♦1�' "♦1�♦►♦�►♦�1♦♦♦I►♦
1♦♦♦•♦♦♦4� ♦♦4�♦♦♦♦� ♦♦♦♦♦♦f ��♦� ®♦♦♦�1♦1 ♦1.1 •� ♦1♦♦♦1♦O♦♦1 ♦♦''♦ 1♦f♦♦1 •♦f♦♦♦♦♦♦♦
•►►►►�♦♦♦♦♦1♦♦♦♦♦1�♦1/♦t� ♦♦It♦1♦�1♦i �t �♦•♦♦♦411 1�1 ♦f♦ �♦♦�i ♦♦�i�� ♦ � . ♦f♦♦♦►9'►
4 1 ♦ ♦ ♦ ♦ ♦ ♦ �' ♦ ♦ ♦ ► ♦ ♦ ♦ ► O 4 ♦ ♦ Ii ♦ ♦ ♦ ♦ ♦ • ♦ 1 ♦ • ♦ ♦ G
Engineers and Soil Scientists ♦1♦•1�►♦•♦♦1'♦♦♦►1�1�♦ .o�♦♦�i�il♦��o+o♦,�.�♦•♦,c
♦♦ ♦►♦ •♦ ♦1♦♦♦♦ ♦ •1'A ♦♦♦♦♦♦♦ ♦ 1►'1 �1 �i♦♦1 ♦ i♦�i♦1 ♦� ♦♦
Agri -Waste Technology, Inc. � ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ 1♦ o ♦ • ♦ ♦ ♦ 1 ► ► '1 O n ► ♦ ♦ ♦ ♦ ♦ ♦ ♦ O ♦, � ♦ ♦ G ♦ G ♦ �
501 N Salem Street, Suite 203, Apex, NC 27502 • f ♦ ♦ ♦ ♦ ♦ ♦ / ♦ ♦ 1 ♦ ► f ♦ ♦ ► '► • ► • ♦ ♦ ♦ 1 O o ? 1- ♦ ♦ f ♦ ♦ ♦ * ♦ i ♦ t
p T J1♦♦♦♦♦♦+`♦♦♦1 ♦♦♦1 ♦♦♦ ♦♦f •♦� ►♦♦ •♦1 ♦♦►♦►♦►♦•♦♦f►♦♦1►f♦1 /� /� �� ♦1 �1♦♦1♦♦♦♦♦1♦♦♦♦�: ♦♦♦♦
agriwaste.com I 919.859.0669 ♦ ♦ ,+ ♦ ♦ ♦ ♦ ♦ � ♦ O ♦ • ♦ ♦ ► 1. ♦ ♦ ♦ ♦ 1. ♦ 1. V ,► ♦ ♦ ♦ ♦ ♦ Ir ♦ -♦ ♦ ♦ ♦ ♦ ♦
t♦♦♦t♦♦ t♦1 �f ►f� �t ►♦f ►♦f♦t ♦1t♦*�►� �1 �1 �f ►tf ff►1 ►♦ ►1 ♦ t ff►fi 1'♦♦I �♦ t♦♦♦f
Preliminary Soil Evaluation o�•oo�foo�'�°♦♦�o�"o♦o♦�•i i1'•�►00 1��♦�•�►#►+•�►i►� 0♦ •1'�f • oo��i 1+ '+� ►♦i i♦�♦4
o♦io♦♦i� iifo♦♦.+♦f ►o,��►♦1i/ io ►♦i o♦♦ioi►i►i ►i►i ►� i►♦•♦o ►f,►o ►♦i�♦ •i ►i. 1♦♦1;.♦♦0♦
James Tarrence f♦♦000♦o♦c♦♦oc♦oo♦o♦�v♦♦♦o ioalo♦o♦♦♦o
o♦♦♦♦♦•♦♦♦�o♦♦o♦♦♦�♦♦o+♦++♦•♦+♦►♦♦♦♦♦oe
♦♦c.iiii�♦cio♦oo♦♦♦�♦
N ♦♦♦♦oo.♦ic♦♦♦.♦eo +
♦♦c♦♦♦o�♦.♦o♦o♦♦000♦o♦o�orif♦♦o♦�♦i+♦
Granville Co., NC ♦ ��♦♦� ♦♦!�� ♦♦♦♦U♦O ��♦O♦�+�♦♦♦O♦.+0.♦♦�♦.►�♦� ��►j+♦Op�♦♦♦.O♦�♦♦��
PIN:182600370849♦• `��.`♦♦o►♦♦♦♦♦♦o•♦♦♦♦ ►♦♦♦♦ ♦♦♦
♦ o ► ♦ ♦ ► ♦ ♦ ♦ ♦ ♦ ♦ ♦ ► 0 1 0 ♦ I o ► • • ♦ ♦ o
Potential SpravField Area: •oo♦♦o. ♦no1'o♦001►oo♦o♦o♦o♦oo♦
-20,122sq.ft. ►o♦►♦o. ♦♦0♦001"►♦♦1'00♦♦►♦♦ ♦•♦
•♦•♦o♦o♦♦000♦'►♦o♦♦♦o♦♦♦
♦♦oa♦♦o'Io'►oo♦o♦o♦o►♦♦o♦oio
•o♦♦000♦�o♦oo.�o.♦♦♦•►ao♦o♦
►1-♦♦n♦♦oo♦i�♦♦♦♦♦♦oa♦o♦o♦
Parcel ' „\ ♦♦o♦♦.►♦o♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦
Parcel Buffer 150ft. ♦'►♦♦n♦ui♦.♦ooOopoOc♦♦♦•_
2ft. Contour � ♦►♦♦♦�+♦♦`♦♦.♦♦♦♦♦♦.♦� i
O Drainage Buffer 30 ft. /. � s ! ♦ . � � ♦ ♦ � ♦ . ♦ ♦_♦.♦ec . e o ♦ ♦ c ♦ ♦ ♦ ♦"♦
— Path ►♦ ♦,� ♦♦♦♦�. ♦i•♦♦ .+♦ +♦♦ `♦.•♦
CDResidence 11►• ♦• ♦♦,o♦♦ ♦ .:::: ►♦o►�,♦♦,r
CD Residence Buffer 400 ft. r♦♦♦♦♦♦ ♦♦♦♦♦♦+'::" 1 ►♦♦♦♦♦♦
® Residence Buffer 200ft. ♦a111.♦♦•.+ e,♦♦r ♦♦ ♦♦♦♦a►♦ •. ►o♦♦♦�io
® Surface Water Buffer 100 ft. 1 O ► ♦ ♦ ♦ r ♦ � � r ♦ � . ♦ ♦ J ♦ ♦ ♦ J ♦ 1' • O ♦ �+f �. ! ♦ 91'I
1♦.. ♦ ♦� ♦ ♦♦♦��♦ ♦♦♦ ♦d0 �♦ ♦♦♦ ♦ ♦♦
Well k♦ 1♦♦ �-♦i.z.♦�.♦ ♦♦,♦♦�♦♦♦�♦�o♦♦
►♦ ♦ 1 ♦ • ♦♦♦♦�®♦♦ ♦ ♦�♦♦C••♦i..
�Well Buffer 100ft. ♦� OA►♦► ♦♦♦moo♦♦ o,♦♦♦♦��♦.o�
v► ♦ ♦ l♦ ♦"♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ • ♦ 4 O
Evaluation Area f ♦1 ►♦•u♦♦♦♦♦.♦ ♦♦♦♦•�♦.s
Suitable Area '�►♦ ♦�♦i .o ♦i♦� c �::•c�i'
unsuitable Topo �0♦04, 4 ! : • :�
Soil Boring Depth (in.) O o !'• •'�''�.
O�.••���Gii
O
=12" '• i ♦�♦�� 1�
12"+ to SHWT ♦♦G ♦� '
O 18-23" '
•
Z Deep Boring
Ksat
Drawn By: William Snoeyink / ��,• %%JJJI���������
Reviewed By: Chris McGee
Date:7/17/2024 75 150 30Fe
*Surface water and/or bad topo areas have not been officially evaluated for stream ID according to local regulatory requirements. This map is intended for preliminary purposes only and not to be used as a plat/survey or can it be assumed all streams are identified on this property.*

ATTACHMENT 3: Site Plan Drawing

' ' I
ZI. - - -
'45' 38"E r
}4'
Notes:
—Boundary Information taken from Survey
completed by Meta Geomatics
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
Torrence Residence
Owner Information:
James Tarrence
PO Box 866
Apex, HC 27502
[phone]
ucw,[e-mail]
Property Information:
3546 Andersons Place Ln
Franklinton, HC 27525
Granville County, HC
PIN 182600382281
0
- V - VV
0\-Y
REV. ISSUED DATE DESCRIPTION
SHEET TITLE
DRAWN BY:
I, Manson
PELEASED BY
SHEET NAME:
CREATED ON:
01/10/2024
PELEASED ON:
24"x36" Sheet

ATTACHMENT 4: Profile Descriptions

Avvr
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N Salem Street, SUIte 203, Apex, NC 27502
agriwaste.com 1 919.859.0669
Applicant: James Tarrence
Address: c/o AWT
Parcel ID#: Subject Tract PIN: 182600382281
Parent Tract PIN: 084389960162
Property Recorded: Yes
County: Granville
SOIL/SITE EVALUATION
FOR
ON -SITE WASTEWATER SYSTEM
Owner: X Agent: —Phone:
Dates Evaluated: August -October. 2023
Proposed Facility: Single Family Residence
Property Size: —10 acres
Location Site: Anderson Place Ln. Franklinton. NC 27525
Water Supply: On Site Well X Comm. Well_ Public_ Other Evaluation Method: Auger Boring: X Pit
PROFILE 1: Ksat Test Location #1— SS Landscape Position (4-6% Slope)
Mottle
(a)(1)
Depth (IN)
Matrix
Mottles Abundance
Texture
/ Contrast
No topsoil
Btl 0-12
7.5YR 4/6
C
Bt2 12-27
7.5YR 5/6
2.5YR 6/1, 7.5YR 5/4 2, m, P
C
BC 27-38
2.5YR 5/6
-
CL
Comments: Most Restrictive Horizon KSAT Test, Depth 26"
PROFILE 2: Ksat Test Location #2 — SS Landscape (4-6% Slope
Mottle
O( )
Depth(IN)
Matrix
Mottles Abundance
Texture
/ Contrast
A 0-14
5YR 313
SL
Btl 14-28
7.5YR 4/6
7.5YR 6/4 1, m, D
C
Bt2 28-40
7.5YR 5/6
2.5YR 6/1 2, m, D
C
Comments: Most Restrictive Horizon KSAT Test, Depth 28"
(a)(2)
(a)(3)
Consistence
Consistence
Structure
Minerology
(Wet)
(Moist)
M
EXP
S, P
Fi
M
EXP
S, P
VFi
w/SBK
SEXP
SS, SP
VFi
(a)(2) (a)(3) Consistence Consistence
Structure Minerology (Wet) (Moist)
GR SEXP NS, NP Fr
M EXP S, P VFi
w/SBK, M EXP S, P VFi

Avvr
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N Salem Street, SUIte 203, Apex, NC 27502
agriwaste.com 1 919.859.0669
PROFILE 3: Ksat Test Location #3 — SS Landscape (4-6% Slope)
Horizon/ Matrix Mottles Mottle (a)(1) (a)(2) (a)(3) Consistence Consistence
Depth (IN) Abundance Texture Structure Minerology (Wet) (Moist)
/ Contrast
A 0-8 7.5YR 4/3 SCL GR SEXP NS, NP Fr
Bt 8-32 7.5YR 4/4 5YR 4/6 2, m, P C w/SBK EXP S, P VFi
BC 32-42 7.5YR 6/6 7.5YR 7/2 1, m, D CL M EXP S, P Fi
Comments: Most Restrictive Horizon KSAT Test, Depth 30"
EVALUATED BY: Chris McGee. LSS & Bailev Stiles of AWT
COMMENTS:
LEGEND OF ABBREVIATIONS FOR SOIL/SITE EVALUATION FORM
LANDSCAPE POSITION
CC
— Concave Slope
CV
— Convex Slope
DS
— Debris Slump
D —
Depression
DW — Drainage Way
FP
— Flood Plain
FS
— Foot Slope
H —
Head Slope
I — Interfluve
L —
Linear Slope
N —
Nose Slope
P —
Pocosin
R —
Ridge
S —
Shoulder
T —
Terrace
MOIST CONSISTENCE
VFr
— Very Friable
Fr —
Friable
Fi —
Firm
VFi
— Very Firm
EFi
— Extremely Firm
STRUCTURE
G — Single Grain
M — Massive
CR — Crumb
GR — Granular
SBK — Subangular Blocky
ABK — Angular Blocky
PL — Platy
PR — Prismatic
(w in front denotes "weak")
WET CONSISTENCE
NS — Non Sticky
SS — Slightly Sticky
S — Sticky
VS — Very Sticky
NP — Non Plastic
SP — Slightly Plastic
P — Plastic
VP — Very Plastic
MOTTLES
1 —Few
2 — Common
3 — Many
f—Fine
m — Medium
c — Coarse
F — Faint
D — Distinct
P — Prominent
MINERALOLOGY
NEXP — Non Expansive
SEXP — Slightly Expansive
EXP — Expansive

ATTACHMENT 5: NCDA Soil Fertility Analysis

NCDA&CS Agronomic Division Phone: [phone]
Website: www.ncagr.gov/Divisions/Agronomic-Services
Client: James Tarrence
Predictive PO Box 866
Apex, NC 27502
Soil Report Mehlich-3 Extraction
Sampled County :Granville
Soil Testina Section
Client ID: 503865
Sampled: 10/10/2023 Received: 10/12/2023 Completed: 10/24/2023 Farm:
Sample ID: JTARR
Recommendations:
Lime
Crop
(tons/acre)
N P2O5
Lime History:
1 -Pine, M
0.0
100-150 10
2 -Pine, M
0.0
100-150 10
Test Results [units - W/V
in g/cm3; CEC and Na in meq/100 cm3; NO3-N in mg/dm3]:
HM% W/V CEC
BS% Ac pH
P-1 K-1
Ca% Mg%
0.22 1.10 11.8
65 4.2 4.6
33 48
36 27
North Carolina
. r
Tuhatw Trust Fw►d Commisskm
Nutrients (lb/acre)
K2O Mg S Mn Zn
0 0 0
0 0 0
Report No. FY24-SL007658
Advisor: Christopher McGee
Agri -Waste Technology
Inc
501 N Salem St Suite 203
/ 5400 Etta Burke Ct
Raleigh, NC 27606
Advisor ID: 394343
More
Cu B Information
0 0 Note:11
0 0 Note:11
Soil Class: Mineral
S-1 Mn-I Mn-All Mn-Al2 Zn-I Zn-AI Cu-I Na ESP SS-1 NO3-N
20 376 50 50 58 0.1 1
Reprogramming of the laboratory -information -management system that makes this report possible is being funded
through a grant from the North Carolina Tobacco Trust Fund Commission.
Thank you for using agronomic services to manage nutrients and safeguard environmental quality.
- Steve Troxler, Commissioner of Agriculture

NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/Divisions/Agronomic-Services Report No. FY24-SL007658
James Tarrence
Understanding the Soil Report: explanation of measurements, abbreviations and units
Recommendations
Lime
If testing finds that soil pH is too low for the crop(s) indicated, a lime recommendation will be given in units of either
ton/acre or Ib/1000 sq ft. For best results, mix the lime into the top 6 to 8 inches of soil several months before planting.
For no -till or established plantings where this is not possible, apply no more than 1 to 1.5 ton/acre (50 to 75 Ib/1000 sq ft)
at one time, even if the report recommends more. You can apply the rest in similar increments every six months until the
full rate is applied. If Mg is recommended and lime is needed, use dolomitic lime.
Fertilizer
Each nutrient recommendation for field crops or other large areas are listed separately in units of lb/acre unless
otherwise specified. Recommendations for N (and sometimes for B) are based on research/field studies for the crop
being grown, not on soil test results. Recommendations for K and P will depend on K-1 and P-1 soil test results and the
crop to be grown. Generally, at K-1 and P-1 values > 50, recommendations will be minimal. If Mg is needed and no lime is
recommended, 0-0-22 (11.5% Mg) is an excellent source; 175 to 250 lb/acre alone or in a fertilizer blend will usually
satisfy crop needs. Soluble salt levels (SS-1) appear only on reports for diagnostic/problem samples.
Farmers and other commercial producers should pay special attention to micronutrient levels. If $, pH$, $pH, C or Z
notations appear on the soil report in the recommendation section, refer to NCDA&CS
$Note: Secondary Nutrients and Micronutrients. Various NCDA&CS crop notes also address lime and fertilizer needs.
Recommendations for small areas, such as home lawns/gardens, are listed in units of Ib/1000 sq ft. If you cannot find
the exact fertilizer grade recommended on the report, visit NCDA&CS Fertilizer Substitutions to find information that may
help you choose a comparable alternate. For more information, read NCSU publication,
A Homeowner's Guide to Fertilizer. In general, homeowners do not need to be concerned about micronutrients.
Test Results
The first seven parameters [soil class, HM%, W/V, CEC, BS%, Ac and pH] describe the soil and its degree of acidity.
The remaining 16 parameters [P-1, K-1, Ca%, Mg%, Mn-1, Mn-All, Mn-AI2, Zn-I, Zn-AI, Cu-I, S-1, SS -I, Na, ESP, SS -I,
NO3-N (not routinely available)] indicate levels of plant nutrients or other fertility measurement. Visit NCDA&CS
Understand Your Report for more information.
Page 2 of 2
Report Abbreviations
Ac
exchangeable acidity
B
boron
BS%
% CEC occupied by basic
cations
Ca%
% CEC occupied by calcium
CEC
cation exchange capacity
Cu-I
copper index
ESP
exchangeable sodium percent
HM%
percent humic matter
K-1
potassium index
K20
potash
Mg%
% CEC occupied by magnesium
MIN
mineral soil class
Mn
manganese
Mn-All
Mn-availability index for crop 1
Mn-Al2
Mn-availability index for crop 2
Mn-I
manganese index
M-0
mineral -organic soil class
N
nitrogen
Na
sodium
NO3-N
nitrate nitrogen
ORG
organic soil class
pH
current soil pH
P-1
phosphorus index
P205
phosphate
S-1
sulfur index
SS-1
soluble salt index
W/V
weight per volume
Zn-AI
zinc availability index

ATTACHMENT 6: KsaT Information

KcnT 1
Depth = 26 in
Ksat= 0.009 in/hr
0.14 gal/day/ftZ
KcnT 2
Depth = 28 in
Ksat= 0.021 in/hr
0.31 gal/day/ftZ
KcnT 3
Depth = 30 in
Ksat= 0.010 in/hr
0.15 gal/day/ftZ
Geometric Mean 0.013 in/hr

Constant -Head Borehole Permeameter Test
Project Name........:
Tarrence
Project No .............:
Project Location...:
Andersons Place Lane
Boring Depth.........:
26 in (Specify units)
Boring Diameter...:
8.9 cm
Boring Radius r.....:
4.45 cm
Soil/Water Tmp. T:
25 'C
Dyn. Visc. @ T......:
0.000891 kg/m•s
VOLUME
Volume Out I TIME
Start Soak
11:10:00 AM
2,960
#VALUE!
1:07:00 PM
2,910
50
1:37:00 PM
2,860
50
2:07:00 PM
2,830
30
2:37:00 PM
2,800
30
3:07:00 PM
2,770
30
3:37:00 PM
Solution: USBR 7300-89 Condition I (Deep WT or Impermeable layer) (File Name.....: USBR-7300-89-Cond. I
Boring No...........:
Ksat 1
Solution and Terminology (USBR 7300-89 Condition I)*
Investigators......:
C. McGee & B. Stiles
KB=QV/(2rtH2)[In{H/r+((H/r)z+1)B.5}-((H/r)z+1)B5/(H/r)+1/(H/r))]
Date ...................:
October 10, 2023
where:
WCU Base Ht. h:
10.0 cm***
KB: (Coefficient of Permeability) @ base Tmp. TB °C: 25
WCU Susp. Ht. S:
15.2 cm
Q: Rate of flow of water from the borehole
Const. Wtr. Ht. H:
25.2 cm
H: Constant height of water in the borehole
H/r**.................:
5.7
r: Radius of the cylindrical borehole
Dyn. Visc. @ TB.:
0.000891 kg/m•s
V: Dynamic viscosity of water @ T °C/Dyn. Visc. of water @ TB °C
Interval Elapsed Time
Flow Rate Q
--------------------- KB Equivalent Values --------------------------
(hr:min:sec)
I (min)
(ml/min)
(pm/sec) I (cm/sec) I (cm/day) I (in/hr) I (ft/day)
1:57:00
117.00
#VALUE!
#VALUE!
0:30:00
30.00
1.67
0.1
0:30:00
30.00
1.67
0.1
0:30:00
30.00
1.00
0.1
0:30:00
30.00
1.00
0.1
0:30:00
30.00
1.00
0.1
#VALUE! #VALUE! #VALUE! #VALUE!
1.11E-05 1.0 0.02 0.03
1.11E-05 1.0 0.02 0.03
6.65E-06 0.6 0.01 0.02
6.65E-06 0.6 0.01 0.02
6.65E-06 0.6 0.01 0.02
Natural Moisture.......: (Consistency ...............: I Total Time Enter KB Value: 6.65E-02 6.65E-06 0.6 0.01 0.02
USDA Txt./USCS Class: I Water Table Depth...: not encountered (min) (Averaged last 3 readings
Struct./% Pass. #200..: I Init. Saturation Time.: 267.00 I
*USBR 7300-89. Condition I exists when the distance from the water surface in the borehole to the water table or an impermiable layer is >_3X the depth of the water in the borehole. **H/r>_5 - <10. ***Model JP -MI: h =
15cm, Model JP-M2 (3"): h = 10cm, Model JP-1R2 (2") h = 17cm. Johnson Permeameter, LLC. Revised 12/04/2015
200
E
E 180
0 160
d
K 140
0
LL 120
1 00
080
060
040
020
000
0
Flow Rate Q vs. Total Elapsed Time
50 100
Total Elapsed Time (min)
150 200
250 300

Constant -Head Borehole Permeameter Test
Solution: USBR 7300-89 Condition I (Deep WT or Impermeable layer) (File Name.....: USBR-7300-89-Cond. I
Project Name........:
Tarrence
Boring No...........:
Ksat 2
Solution and Terminology (USBR 7300-89 Condition I)*
Project No .............:
Investigators......:
C. McGee & B. Stiles
.51-((H/r)2+1)05/(H/r)+1/(H/r))]
KB = QV/(2rtH2)[In{H/r+((H/r)2+1)0
Project Location...:
Andersons Place Lane
Date ...................:
October 10, 2023
where:
Boring Depth.........:
28 in (Specify
units)
WCU Base Ht. h:
10.0 cm***
KB: (Coefficient of Permeability) @ base Tmp. TB °C: 25
Boring Diameter...:
8.9 cm
WCU Susp. Ht. S:
15.2 cm
Q: Rate of flow of water from the borehole
Boring Radius r.....:
4.45 cm
Const. Wtr. Ht. H:
25.2 cm
H: Constant height of water in the borehole
Soil/Water Tmp.T:
25 oC
H/r**.................:
5.7
r: Radius of the cylindrical borehole
Dyn. Visc. @ T......:
0.000891 kg/m•s
Dyn. Visc. @ TB.:
0.000891 kg/m•s
V: Dynamic viscosity of water @ T °C/Dyn. Visc. of water @ TB °C
VOLUME
Volume Out
TIME
Interval Elapsed Time Flow Rate Q
--------------------- KB Equivalent Values --------------------------
(rr
(I (h:mm:ssA/P)
(hr:min:sec) I
(min) (ml/min)
(pm/sec) I (cm/sec) I (cm/day) I (in/hr) I (ft/day)
Start Soak
11:30:00 AM
3,170
#VALUE!
1:09:00PM
1:39:00
99.00 #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
3,060
110
1:39:00 PM
0:30:00
30.00 3.67
0.2 2.44E-05 2.1 0.03 0.07
2,980
80
2:09:00 PM
0:30:00
30.00 2.67
0.2 1.77E-05 1.5 0.03 0.05
2,890
90
2:39:00 PM
0:30:00
30.00 3.00
0.2 2.00E-05 1.7 0.03 0.06
2,820
70
3:09:00 PM
0:30:00
30.00 2.33
0.2 1.55E-05 1.3 0.02 0.04
2,760
60
3:39:00 PM
0:30:00
30.00 2.00
0.1 1.33E-05 1.1 0.02 0.04
2,690
70
4:09:00 PM
0:30:00
30.00 2.33
0.2 1.55E-05 1.3 0.02 0.04
Natural Moisture.......: (Consistency ...............: I Total Time Enter KB Value: 1.48E-01 1.48E-05 1.3 0.02 0.04
USDA Txt./USCS Class: I Water Table Depth...: not encountered (min) (Averaged last 3 readings
Struct./% Pass. #200..: I Init. Saturation Time.: 279.00 I
*USBR 7300-89. Condition I exists when the distance from the water surface in the borehole to the water table or an impermiable layer is >_3X the depth of the water in the borehole. **H/r>_5 - <10. ***Model JP -MI: h =
15cm, Model JP-M2 (3"): h = 10cm, Model JP-1R2 (2") h = 17cm. Johnson Permeameter, LLC. Revised 12/04/2015
Flow Rate Q vs. Total Elapsed Time
400
E
E 350
a
300 / I�
m
K
0 250
LL /
200 /
1 50 /
1 00 /
050
000
0 50 100 150 200 250
Total Elapsed Time (min)
300

Constant -Head Borehole Permeameter Test
Project Name........:
Tarrence
Project No .............:
Project Location...:
Andersons Place Lane
Boring Depth.........:
30 in (Specify
units)
Boring Diameter...:
8.9 cm
Boring Radius r.....:
4.45 cm
Soil/Water Tmp. T:
25 'C
Dyn. Visc. @ T......:
0.000891 kg/m•s
VOLUME
Volume Out
TIME
(rr
(I
(h:mm:ssA/P)
Start Soak
11:50:00 AM
3,010
#VALUE!
1:11:00 PM
2,950
60
1:41:00 PM
2,880
70
2:11:00 PM
2,840
40
2:41:00 PM
2,810
30
3:11:00 PM
2,780
30
3:41:00 PM
2,740
40
4:11:00 PM
Solution: USBR 7300-89 Condition I (Deep WT or Impermeable layer) (File Name.....: USBR-7300-89-Cond. I
Boring No...........:
Ksat 3
Solution and Terminology (USBR 7300-89 Condition I)*
Investigators......:
C. McGee & B. Stiles
KB=QV/(2rtH2)[In{H/r+((H/r)z+1)B.5}-((H/r)z+1)B5/(H/r)+1/(H/r))]
Date ...................:
October 10, 2023
where:
WCU Base Ht. h:
10.0 cm***
KB: (Coefficient of Permeability) @ base Tmp. TB °C: 25
WCU Susp. Ht. S:
15.2 cm
Q: Rate of flow of water from the borehole
Const. Wtr. Ht. H:
25.2 cm
H: Constant height of water in the borehole
H/r**.................:
5.7
r: Radius of the cylindrical borehole
Dyn. Visc. @ TB.:
0.000891 kg/m•s
V: Dynamic viscosity of water @ T °C/Dyn. Visc. of water @ TB °C
Interval Elapsed Time Flow Rate Q
--------------------- KB Equivalent Values --------------------------
(hr:min:sec) I
(min) (ml/min)
(pm/sec) I (cm/sec) I (cm/day) I (in/hr) I (ft/day)
1:21:00
81.00 #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
0:30:00
30.00 2.00
0.1 1.33E-05 1.1 0.02 0.04
0:30:00
30.00 2.33
0.2 1.55E-05 1.3 0.02 0.04
0:30:00
30.00 1.33
0.1 8.87E-06 0.8 0.01 0.03
0:30:00
30.00 1.00
0.1 6.65E-06 0.6 0.01 0.02
0:30:00
30.00 1.00
0.1 6.65E-06 0.6 0.01 0.02
0:30:00
30.00 1.33
0.1 8.87E-06 0.8 0.01 0.03
Natural Moisture.......: (Consistency ...............: I Total Time Enter KB Value: 7.39E-02 7.39E-06 0.6 0.01 0.02
USDA Txt./USCS Class: I Water Table Depth...: not encountered (min) (Averaged last 3 readings
Struct./% Pass. #200..: I Init. Saturation Time.: 261.00 I
*USBR 7300-89. Condition I exists when the distance from the water surface in the borehole to the water table or an impermiable layer is >_3X the depth of the water in the borehole. **H/r>_5 - <10. ***Model JP -MI: h =
15cm, Model JP-M2 (3"): h = 10cm, Model JP-1R2 (2") h = 17cm. Johnson Permeameter, LLC. Revised 12/04/2015
Flow Rate Q vs. Total Elapsed Time
300
E
E
a 250
d
A
3 200
0
LL
1 50
1 00
050
000
0 50
100 150 200 250 300
Total Elapsed Time (min)

Appendix G
Engineering Plans

Avkrr
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N Salem Street, Suite 203, Apex, NC 27502
agriwaste.com 1 919.859.0669
Tarrence Property
Non -Discharge Surface Spray
Wastewater Treatment System
Final Design
NOT RELEASED FOR CONSTRUCTION
N . V CA 1?0
...
:4L SEAL
045605
ti
tt411
z0z
Client: James Edward Tarrence. Jr.
Property Location: 3546 Andersons Place Lane
Franklinton, NC 27525
Granville County
Engineer: Agri -Waste Technology, Inc.
Scott P. Jones, P. E.
Date: August 26, 2024

Project Location: 3546 Andersons
Frankl*Mton, NC
Granville County
Project Owner:
Project Consultants:
System Overview:
PlaceLn27525
RN 182600382281
James Torrence
PO Boo
-
(9 19) 79 5 — 9 15 6
ucw*off*�ceLagma'��*com
Scott
0
stones@ag
Pe Jones,
riwasteecom
P*E*
Chris
c m cg
McGee,
ee@a g ri wa
L*S*S*
ste, co m
Agri —Waste
Technology
501
Aoex4
No Salem
NC 27502
Street,
(919) 859
(919) 233
0669
1970 Fox
nco
Su*�te
Single family Residence
2
C C
03
S h e e
S e
S h e e
S h e e
S h e e
S h e e
S h e e
e e
S h e e
S h e e
S h e e
Two (2) Bedroom, 240 gpd
Design Standard Non —Discharge
Surface Spray
AdvanTex Pretreatment
with Single Bulb UV Disinfection
h
N
t
n d e x
n
VICINITY MAP
Detc*�
Detci
Avvr
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www. ag riwaste. com
Torrence Property
Surface Irrigation
Owner Information:
James Torrence
PO Box 866
Apex, NC 27502
[phone]
ucw.off [e-mail]
Property Information:
3546 Andersons Place Ln
Franklinton, HC 27525
Granville County, HC
PIN 182600382281
PROFESSIONAL ENGINEER SEAL
FINAL DESIGN
NOT RELEASED FOP CONSTRUCTION
REV, ISSUED DATE DESCRIPTION
SHEET TITLE
Cover Sheet
DRAWN BY:
I. Manson
RELEASED BY:
CREATED ON:
02/05/2024
RELEASED ON:
SHEET NAME:
ww- 1

Notes: 1 I I
—Boundary and House information token from Survey by Meta Geomatics. \ I I I I
—Contour Data token from GIS. \ \
Well location approximate.
—Final house and well locations to maintain required setbacks. \ \ \ I I I I I I I
++++ +. ..._ I I I I I I
/ //�,++++++++++++-+
+++++++++++++++++
_j +
+++++++ :
+++++++�+
+:::::::::::+:+:+:+:++ +++++++++++++++I::::: ++:+++++++++++++++++++++++++ ++ :++++'+ +
\
\
W ++++++++++++++++++++++++++ \ \ \ \ \
++++++++ + + + +++++++++
o / I +++++++++++++++++P++ ++ + - R++++++++++++++++++ + \ \ \ \
I / / � +++++++++++ + ++..+ +++ \ \
o c�
/++++++++++++++++++++++++++++++1+ \ \ \ \ \
+++++++++++++++++++++++++++++++++ \
++++++++++++++++++++++++ ++++++ +
.+++++++++++++++++++++++++\++++++ ... \ \ a9 \ \
+\ \ \
I +++++++++++++++++++++++++++++++ +++ \
+++++++++++++++++++++++++.++++ +++�
++++++++++� ++++++++ \ \ \
+++++++ ... ++++++..
I / — ++ +++.
++++. +++++ \
\++++++++++ 1 \ \ \ \
t77
+++\lo
,\
Install Fence
Sprayfn / / + \\ 15 ► ++ ++++ 'O\ v6 2 9
\ ^zs rt
I�k\\\4 ++++ ++ X �%
1 I \ + O
Sprayfield \ \
K+:++:+++
+..
++: ++•'.(-0.32 ac) � +
I
\
J
♦ \ �— 0 � All S heads to ++ XC +
\. Have 33'Radius \ \ \ T.
Highe
pray st \ \ l +++++++ +
I Y
,+ \ t+++
/ / \ SHe \ \ + + + + \
EL \ X+++++++-LO J o
1-7
coyg 2p°s \ q)
ow�44
� Fo \ 0 � I /
I I I I Driveway Notes:
Off -Site -
I Residenc 1 Any driveway cuts that are 2' or more in vertical
II I
I I I height shall be located a minimum of 15 from the
I I wetted area of the spray field (from top or bottom of
I I I I cut bank, whichever is closer to field . This a
1 I ) pplies
I I I I I to all cut banks of 2 or more vertical height in the
1 I vicinity of the s ra field.
I I I 1 1 y p y
I
\ I I \ 12. An draina e features ditches located alon 1 y g / g the
drivewa shall be located a minimum of 25' from the \ \ y
\ \ \ \ \ \ wetted area of the spray field (from top of ditch
\ \ \ bank . This applies to all draina e features ditches in
\ \ \ \ \ � pp g /
\ \ \ \ \ \ \ the vicinity of the spray field.
I Q Site
I \ \ \ \ 1 \ \ Residence \ \ \
i IIII \
I I I I
Off -de
I \ I I I \ 1 I esidence /
Off -Site
Residence
it I I I I I
I III I I I Off ite,�
II I Res nce / I / 1 ` U� _ /
/ III I III � -- / / /I IiI t/ M\ \ \I
I \\\ /
���o' Water 6ne Setbac� .
-
I / / �
e�� _—�--- / I I \ / C
\ / / / \ III I / i
ro
i
s) P —
kOff-?e Line 6tbac�\
ResdSnce
/
�ff-Sside ce it / / / J / I ; \ \ \oo♦ \ I I 1 \ \ \ / /
R \ / I �4p� / N9,
1
I w I�
_Vp
%r A rox.Ill
gy_
Location
�4�°�
�
1
Existing Wells—
\
I I I III 1 \ 1
zz
// /
e5fden
24"x36" Sheet
AVVT
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
Torrence Property
Surface Irrigation
Owner Information:
James Torrence
PO Box 866
Apex, NC 27502
[phone]
[e-mail]
Property Information:
3546 Andersons Place Ln
Franklinton, NC 27525
Granville County, NC
PIN 182600382281
PROFESSIONAL ENGINEER SEAL
FINAL DESIGN
NOT RELEASED FOR CONSTRUCTION
REV. ISSUED DATE DESCRIPTION
SHEET TITLE
Property Layout
DRAWN BY:
I. Manson
RELEASED BY
CREATED ON:
02/05/2024
RELEASED ON:
SHEET NAME:
'W-2

0 2' 4' /
2-13R / Q Line Legend
AVVT
Home Line Name Size Type
Engineers and Soil Scientists
O
/ Agri -Waste Technology, Inc.
Q=240 gpd D L Drain Line 4.0" SCH 40 PVC 501 N. Salem Street, Suite 203
AFDL AdvanTex Filter Drain Line 3.0" SCH 40 PVC Apex, North Carolina 27502
Q=240 gpd / V 919-859-0669
GJ FSL Field Supply Line 1.25" SCH 40 PVC www.agriwaste.com
STRL Septic Tank Return Line 1.0" SCH 40 PVC
PT AdvanTexAX-20 RT Q=238 gpd ST ERL Effluent Return Line 1 .0" SCH 40 PVC
1,000 gal - F HSL Headworks Supply Line 1 .0" SCH 40 PVC Torrence Property
s2,500 gal Treatment Unit C^
Surface Irrigation
Q=240 gpd 3
Q=478 gpd /
Head � BV Ba Valve Owner Information;
Works AX AdvanTex Pod James Torrence
SB Splice Box HW Headworks PO Box 866
ST Septic Tank CP Control Panel Apex, NC 27502
RT Recirculation Tank P Pump [phone]
Q=240 gpd / PT Pump mp Tank UV UV Disinfection
[e-mail]
Q � �
EH Effluent Hitter CO Cleanout Property Information:
J 3546 Andersons Place Ln
Franklinton, NC 27525
LEGENDp Granville County, NC
PIN 182600382281
Surface Spray Field
- 1 Zone
- 13,825 sqft.
FLOW DIAGRAM
WW1_ 1 N T S SOURCE AWT, Inc
Q�
4
IT /
Notes:
— Adjust tanks and treatment to meet site constraints
— Septic Tank and Pump Tank to have burial depth no greater than 36".
— Position Headworks Unit over Pump Tank if space permits.
— Yard hydrant shall be installed if distance to house spigot is greater than 50'.
— Install cleanout every 50' on drainline.
— Install Air Relief Valve at high point of Field Supply Line.
— Field Supply Line shall be sleeved beneath road crossings or have 36" min. buria
depth (18" min, burial depth elsewhere).
TREATMENT DETAIL
24"x36" Sheet
� VO
PROFESSIONAL ENGINEER SEAL
Vk CA "1? J
SEAL
0466055
FINAL DESIGN
NOT RELEASED FOR CONSTRUCTION
REV. ISSUED DATE DESCRIPTION
SHEET TITLE
Treatment
System
DRAWN BY:
I. Manson
RELEASED BY
CREATED ON:
02/05/2024
RELEASED ON:
SHEET NAME:
ww-3

i
suitable � J�i�
�' Un
Topography
Install Fence
Around
Sprayfield
I
I
1
I I
\+ + + +
\ ++++�\ \
\ \ + + �
+
V+ \.
\+
+ �\
+ +\0\ +- \
/ / \ + +. . ...... ....... 1,50 +
\ \
+ + \ I
N. PSG \ \ +s-,e
\
\ c�C 4\
\
+++++\ I \
•
-- �� �+ + + A I I \
General Notes:
1. Clear all trees less than 8,' in diameter (measured at
a height 3' from soil surface) from the sprayfield.
Clear trees that may obstruct each nozzle's spray
radius.
2. Vegetation that will re —grow from a cut stump shall
be stumped or pulled from the ground. Stumps shall
not be pushed over. Remaining stumps may be ground
in place with "forestry cutter" or equivalent.
3. Sprayfield area shall be raped of all leaves, pine
straw, debris, etc. The accumulated material shall be
removed from the sprayfield.
4. Supply lines shall be installed with a minimum of 18"
cover. Supply line to be installed with a minimum of
36" cover or encased in a ductile iron sleeve where
crossing road/driveway.
5. Seed and straw sprayfield as per project specifications.
Wetted Area:
—Wetted Area Per Spray Head — 3,421 sgft.
—Total Wetted Area (w/ overlap) — 13,825 sgft.
n
/ I \
+ + +
L +
+ \I I \ \
\ + \+ + + \ I
\ 1
+ �+ + \ I
\ \+ + + I I
\ \ + ++ +\
All S pra heads to I \ \ + + I I \
Have 33 adius �+ + + I \
+ + +� I
�+ + + + I \ \
\ II + + + +I I I \ %000
\ +- + +
+ + + + ;.,000-
144'1Z) 4 V + +/
Dw G*j 1Z
(Z)
OC/i06,
0
�) 4` " Z)
� 4(,
Q) T
G
Q
C/j
/10' Water / o
! /Line Setbacks Z-/ ,-'
�QO' Off -Site � � i �� � � � o Zo �
i — — — — Residence
SPRAY FIELD DETAIL
AVVT
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
Tarrence Property
Surface Irrigation
Owner Information:
James Torrence
PO Box 866
Apex, HC 27502
[phone]
[e-mail]
Property Information:
3546 Andersons Place Ln
Franklinton, HC 27525
Granville County, HC
PIN 182600382281
PROFESSIONAL ENGINEER SEAL
,x arrr4.*�
Off
SEAR_
045605
2
FINAL DESIGN
NOT RELEASED FOR CONSTRUCTION
REV. ISSUED DATE DESCRIPTION
SHEET TITLE
Surface
Sprayfldd
DRAWN BY:
I. Manson
RELEASED BY
SHEET NAME:
CREATED ON:
02/05/2024
RELEASED ON:
24"x36" Sheet

"NOTE-ORENCO
_ CAST -IN -PLACE
ADAPTERS FOR
24" RISERS
10J"
102"
6..— 3"— . f
24" 24"
f
—3" 4
INLET &
TOP VIEW OUTLET
"TOP VIEW MEASUREMENTS ARE BOOTS ON
TO WIDEST DIMENSIONS ENDS ONLY
4" Fes- L J L 3„
108"
INLET e0" 32" OUTLET
16" AIRSPACE 2'.
V LIQUID LEVE.
VENT
i
55"
TO BOTTOM OF 4"
5 7" 50 1 /2" OL TLET
TO BOTTOM OF FLOW
4" IfILET THROUGH
• SIDE VIEW
64" L28"
or'
104"
SHOAF PRECAST SEPTIC INC. MODEL: TS 1000 STB
4130 WEST US HWY 64 NON TRAFFIC
LEXINGTON, NC 27295
PHONE [phone] Gallon Septic Tank AX20RT Treatment System - Gravity Discharge
FAX [phone]
WWW.SHOAFPRECAST.COM
SHOAF-1,000 SEPTIC TANK `—• `—•—`—•—` •—• Dzltare
STB-347 NON TRAFFIC Ef
LIQUID CAPACITY-1,000 GALLONS/AIRSPACE-10" I I I I I I I I Pe"r
TANK HEIGHT-67 21' , O
VenComn'Y
BOTTOM OF TANK TO CENTER OF INLET-59" 641a „ n r� Control Panel
BOTTOM OF TANK TO CENTER OF OUTLET-57" Control PanelDelail
LENGTH TO WIDTH RATIO-2 TO 1 RecircPrzmp fzolT,snl
anll
SIZE OF INLET & OUTLET-3" OR 4" PIPE - I
Clrcklrglrl''" Pump and
TYPE OF INLET & OUTLET-POLYLOCK OR EQUAL (MEETS ASTM C-923) FloalsConneclio'J
•' (Optional splice box, SBG,Y
CONCRETE PSI-4000; TANK WEIGHT- 10,500 LBS. nor shown)
REINFORCEMENT PER STATE CODE 1 — I' 2"dDrscha oe
1 "D Return Line
SCALE - N.T.S. to Prc-anoxic LiquidLevelInre t
AX20 Recirc. Tank - Top View (3S%rom'Nollom ojrank0
I
Diseha r e Delail Fooar Funelmns
STATE tVol To Sea/e I Y 011 Lcvd Alarm
**NOTE-1" BUTYL RUBBER APPROVAL # 1� LLA/RO Timer ON/OFF
MASTIC SEALANT SHOAF-1000 ve°''
CONTINUOUS IN JOINT
STB-347
• ��I" _ Splice Boc
JAL --7 d
Flow Conlrol
® Clicktighl'- Pummp and To Septic rmzk or 23.88 Dirk wzlh Orrfiee
Floats Connection Flrsi Compartmenl lnslalledfiere
• 2" VENT _ _ (Optional splice box, q1',P cessmg Tank
• �� uwwu "w� �A �www�u........
wo www uw o .uuu w .uu -wwuwwuw SBEX, not shown)
SLOT
Discharge
**NOTE -TEE NOT i ' 1, t= (see detail)
SUPPLIED _ Finalxv
672' 602" Q 72 — � — - 14 -1 Discharge C
4" FLOW - Recirc Recirc Rccirc. Return h
THROUGH Blend F111ra1e r Valve
44" � III 111 42S"
i•� . " •' ..• r ���� 78 •� 4—®
32.5 " )'Werior In rzer/
hau11 2X" 3„zs lclza/hENDVIEW lJ el, delalo Outlej
Recirc. Transfer
48" II I - _ Lzne
Orwxo Recirc.
C4" Pump Sj slem
AX20 Recirc. Tank - Side View Discharge Chamber - End View
1. Septic tank to be approved by NCDHHS.
2. Leakage testing of tank is required.
3. Documentation of tank testing shall be provided to certifying Engineer.
4. Tank risers to extend minimum of 6" above finished grade.
5. Final grading shall slope soil away from tank openings.
SEPTIC TANK DETAIL (or equivalent)
WW-5 N T S SOURCE Shoaf Precast Septic, Inc
20'
3.5"x6.5' CCA
Treated Post
Top. 4" Staple
Znd' 6n / ofof 90
I
3rd= Zan
12.5 Gauge
afn- 40 Aluminized Steel
Fence wire
Ground surfaceI
U� 3.5"x6.5' CCA
Treated Post
FENCE DETAIL (or equivalent)
WW-5 NTS SOURCE_ AWT, Inc-
Inc-
3.5"x48" CCA
Treated Post
ted double
brace Wire
24��
U
HORIZONTAL LINE/END DETAIL
TWist stick
i-24" long
Notch
and/or
/ spike/toenail
r' ALL BRACE & ANCHOR POSTS
U
N.T.S.
NOTE: Four strands are recommended for the
perimeter fence. At a minimum, 2 strands must be
installed. Fence Wire shall not be stapled to trees
AX20-RT UV AdvanTex Treatment System - FOR ILLUSTRATION ONLY
WW-5 N T S SOURCE Orenco Systems, Inc
3.5"x48" CCA
Treated Post
U
3.5"x6.5' CCA
Treated Post
HORIZONTAL CORNER BRACE DETAIL
Corner angle 90' or less
U
N.T.S.
5 Anti -Buoyancy Installation
5 N T S SOURCE Orenco Systems, Inc
N.T.S.
I14-V "9,
Back fill
With natur(
material t(
surface
Back fill
with #78
to rn dsear
Fiberglass
Reinforced
Beam
""NOTE -USE 24"
CAST -IN -PLACE ORENCO
r RISER ADAPTER
I 150"
I 144"
utlet
73' 7.T' 24.0000
06"
in let
3"
24.0000
45"
J L J�
VENT
3 (TYP. 2) 2
61' °
FLOWTHROUGH 2 '
MODEL: MS NON -TRAFFIC 2500 PT
NON TRAFFIC MID SEAM PUMP TANK
SHOAF PRECAST INC.
4130 WEST US HWY 64
LEXINGTON, NC 27295
PHONE [phone]
FAX [phone]
[e-mail]
www. shoafprecast.com
- NC APPROVAL #: PT - 2103
- LIQUID CAPACITY- 2,549 GALLONS
- GALLONS PER INCH-43.95
- PIPE PENETRATIONS - (MEETS ASTM C-923)
- CONCRETE - 5000 PSI MIN.
- TANK WEIGHT- 16,000 #
- TOP - 8,000 #
- BOTTOM - 8,000 #
- REINFORCEMENT PER ENGINEER SPECS
- 1 1/4" BUYTL SEALANT CONTINUOUS IN JOINTS
613" 53"
• FLOW THROUGH
O O
72"
78"
1. Pump tank to be approved by NCDHHS or Engineer.
2. Leakage testing of tank is required.
3. Documentation of tank testing shall be provided to certifying Engineer.
4. Tank risers to extend minimum of 6" above finished grade.
5. Final grading shall slope soil away from tank openings.
OPUMP TANK DETAIL (or equivalent pump tank with 5-day storage)
WW-5 NWW-5 N T S SOURCE Shoaf Precast Septic, Inc
24" (typ)
-
I
I
I
24" (typ) f
Turn
Buckle
I I I
t ,
112" min.
N.T.S.
N.T.S.
F ,i Ak� �A �A� i
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
Torrence Property
Surface Irrigation
Owner Information:
James Torrence
PO Box 866
Apex, NC 27502
[phone]
[e-mail]
Property Information:
3546 Andersons Place Ln
Franklinton, INC 27525
Granville County, NC
PIN 182600382281
PROFESSIONAL ENGINEER SEAL
.` A met
' • • �
' EAL Te
110
.01
Ilifr
it zoz4
FINAL DESIGN
NOT RELEASED FOR CONSTRUCTION
REV, ISSUED DATE DESCRIPTION
SHEET TITLE
Detail Sheet # 1
DRAWN BY: CREATED ON:
I, Manson 02/05/2024
RELEASED BY: RELEASED ON:
SHEET NAME:
ww-5

Note:
-Sampling spigot to be installed with pump
tank's discharge pump line.
-Install Headworks unit over pump tank.
Safety Net With
Quick Disconnect
6" above ground
surface
Undisturbed ERL
Earth
4" Sch 40 PVC
Compacted��
Backfill
Recirculation Timer Settings
# of Cycles/day 96 cycles/day
Cycle Volume 8.7 gallons
Cycle Run time 0.52 min
Cycle Off Time 14.48 min
System Detail - FOR ILLUSTRATION ONLY
._, N T S SOURCE AWT, Inc and Orenco Systems, Inc
Install Safety Net in Each Access
Riser that does not contain an
Inner Lid
1 1
D. Install Safety Net Below 2nd Riser Rib
f - �
f Riser
F Rubber Washer, Wall
Flat Washer, &
F Cap Nut or Lock Safety
F Nut ��` � Net
F Riser �� Threaded Eye
�1 Wall �1
F
♦ Hydraulic Cement
MA320 (or�" 1�
f�'rry equivalent)
Cast -in -place
Riser Adapter
Top of Concrete Tank
Safety Netting
Eye Bolt
NOTE: Install 4 Ring Clamps if
8" (or larger) Filter is Used
SAFETY NET
WW_g SOURCE Agri -Waste Technology, Inc
Ball Valve (2)
Safety Net With 4
Quick Disconnects One Piece
Riser
/ Cast In Place
Riser Adapters Clean, Tamped
Backfill
ST' -
Clean, Tamped Backfill
t rh
Control Panel
24" above ground
4"x6" Support Post (min.)
Bury 36" min in
natural soil.
@__Rain Sensor
I
Vent I Splice Box 6" above round
6" above round Safety Net With Or LB Safety Net With 9
AdvanTex RT Unit Conduit surface Quick Disconnect i Quick Disconnect surface
Splice Box 18" burial I Riser or Box
(AX20-RT UV)
Splice Box i ' ,� Splice Box Enclosure
L Or LB
Slope soil away � I Headworks Unit ,
(Spin Filter y�
�� �r ,.t�at►ir�a��u tu,••+•uiaiuy
I 1 4" Sch 40 PVC (I II
Baffle
Holes
1,000-gal, Baffled Septic Tank
Effluent
Filter
(FTP 0854-33-NC)
6" (min) Gravel Bed
I I -III -III -III -III -III -III -III -I I I-
-I I I -I I I -I I I -I I I -I 11=1 I I -III ,: I 11-
I I-III-III=1-_ -1 I I_
Undisturbed Earth
• • - • • • �I� �I�I� ICI _'I�_I_ III
UndisturbedIN
Support Pipe 0000
0000000
57 GrovelJ
on unit
_ I FIoW Meter,
Return Valve)
Clean, Tamped 18" Min. 18" Min,
Clean, Tamped
Backfill Clean, Tamped Backfill
Return = = Orenco UV Backfill i Conduit j
Line'
- - Disinfection Unit 18" burial : _ Grag Ivel To Spray
Union with j lI =i With Quick Disconnect III -III -III -III -III -I 17 Field
FIoW Orifice -
Cast In Place Cast In Place -
3" Sch 40 PVC Discharge Line y I' J1z Riser Adapter Riser Adapter _
' v v v v I I -I I I -I I I -I I I -I I I -I I I� • _
III - Undisturbed
o°o°o°o - _ Earth
0000000
0000000 PE/HWA 38"--- -
000000
------ll00000 - = i TE 34"--- �. III -III -III -III -III -I I I-
I III III III III II �� i��� II �' 000000
6" (min) Gravel Bed III -I I -III -I I i
-III-I � I -I � I -III -III -I � I -I I III -I I-
_ Recirculation
-1 I I -I I I -I I I -I I I -I I I -I I I - _I I I• I I I Transfer Line Compacted Backfill
1-1 I I -IE1 - I I Recirculation Recirculation
'-I I I-' ' Pump Vault
Return Valve
Undisturbed Earth
Elevations based on GIS data
Confirm all elevations in field prior to installation
LWA/RO
*All Float Distances Referenced
from Interior of Tank Floor
�,500-gal. Pump Tank
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
Torrence Property
Surface Irrigation
Owner Information:
James Torrence
PO Box 866
Apex, NC 27502
[phone]
ucw,office@gmail,com
Property Information:
3546 Andersons Place Ln
Franklinton, NC 27525
Granville County, NC
PIN 182600382281
PROFESSIONAL ENGINEER SEAL
6" (min) Gravel Bed fl "w� M
%I I -III -III -III -III -III -III -III -III- A "!� /
0 o
-_ - EAI_ r .
Undisturbed Earth h d04,5605
N.T.S. .
.'r0T
1�41�
RISER INSTALLATION INSTRUCTIONS: Specifications FINAL DESIGN
1.1 1Pre Roughen rtheannelbonding Riser
faces of Septic Tank TS 1000 STB AdvanTex RT Pod AX-20 RT Pump Tank MS 2500 H2O PT NOT RELEASED FOR CONSTRUCTION
the adapter and riser With
sandpaper, 1.2. Use a clean cloth and acetone or Length 108.00 in. Length 102.00 in. Length 167.00 in. REV. ISSUED DATE DESCRIPTION
alcohol to clean the bonding
surfaces of the adapter and riser. 9.00 ft. 8.50 ft. 13.92 ft.
The bonding surfaces must be
clean and dry for a good fit and Watertight joint. Let the acetone Width 58.00 in. Width 64.25 in. Width 78.00 in.
or alcohol dry completely.
2. Apply Adhesive 4.83 ft. 5.35 ft. 6.50 ft.
2.1. Apply a bead of methacrylate
adhesive to the outside of the External Height 67.50 in. External Height 72.00 in. External Height 70.00 in.
adapter. One 7-oz packet of
MA320 adhesive is typical for one 5.63 ft. 6.00 ft. 5.83 ft.
2" ris
3. Install Riserr. Bottom of 4" Inlet 10.50 in. Bottom of 4" Inlet 28.00 in. Bottom of 3" Inlet Invert 3.00 in.
3.1. If the riser has penetrations, align
the riser correctly. *from Top of Tank 0.88 ft. *from Top of RT 2.33 ft. *Above Top of Tank 0.25 ft.
3.2. Firmly press the riser onto the
adapter until the bottom of the Bottom of 4" Outlet 12.50 in. Bottom of 4" Outlet 37.00 in. *Inlet located in Tank Riser
riser is resting on the concrete
(cast - in -adapters) or the adapter *from Top of Tank 1.04 ft. *from Top of RT 3.08 ft.
flange (bolted -down adapters).
Twist the riser back and forth
slightly to fully seat it an to
create a good bond. Elevations
3.3. Apply a bead of methacrylate
adhesive to the inside of the
access riser -adapter joint. Stubout (Assumed) 406.00 ft.
3.4. Use a tongue depressor, putty
knife, or clean cloth to make a
continuous fillet on the inside of
the access riser -adapter joint. Septic Tank AdvanTex RT Pod AX-20 RT Pump Tank
3.5. Apply hydraulic cement to bond
outer riser Wall and top of tank.
4. Ensure safety net and inner lid are in
place and secured. DL Pipe Length to ST Inlet 16.00 ft. DL Pipe Length to RT Inlet 9.00 ft. DL Pipe Length to PT Inlet 20.00 ft.
FOR RISER WALL PENETRATIONS Ground Surface at Low Side of ST 407.50 ft. Ground Surface at High Side of RT 407.45 ft. Ground Surface at Low Side of PT 406.50 ft.
Cover over Low Side of ST 12.00 in. Exposed Height of RT 3.00 in. Cover over Low Side of ST 28.00 in. SHEET TITHE
Grommet Size, Inches Hole Saw Size, Inches
(Nominal IPS Pipe Size) Detad Sheet
1 1/2 1 1.00 ft. 0.25 ft. 2.33 ft.
1 #2
3/4 1 1/4 Exterior Top of Tank 406.50 ft. Exterior Top of RT 407.70 ft. Exterior Top of Tank 404.17 ft.
1 1 1 9/16
1 11/4 13/4 Inlet Invert 405.63 ft. Inlet Invert 405.37 ft. Inlet Invert 404.42 ft.
1 1 1/2 2 1/8
1 2 2 3/4 Slope of DL Pipe 2. 34% Slope of DL Pipe 1. 02% Slope of DL Pipe 1. 00%
1 3 3 7/8
4 5 *minimum 2% slope *minimum 1 % slope *minimum 1 % slope DRAWN BY: CREATED ON:
Outlet Invert 405.46 ft. Outlet Invert 404.62 ft. I. Manson 02/05/2024
Bottom of Excavation 400.38 ft. Bottom of Excavation 401.20 ft. Bottom of Excavation 397.83 ft. RELEASED BY: RELEASED ON:
*beneath 6" gravel base *beneath 6" gravel base *beneath 6" gravel base
N.T.S. SHEET NAME:
SYSTEM ELEVATIONS
WW-6 SOURCE Agri -Waste Technology, Inc XVW�6

Pump Tank
Outlet Riser Safety Net
Ground Surface
Pressure— Rated
� Flexible Pipe �
Camlock Fitting
�w/ Coupling 90` Elbow
90` EIboW� g
Reducing
Tee
1.25" Pump
Discharge Line
18" ( nin.)
Ball Valve
r
To
d­iml Headworks
Unit
� Grommet
1 Spigot
4
90` Elbow
4
4
4
4
4
Note: All components to be 1.25" SCH40
PVC except where noted.
PUMP TANK DISCHARGE ASSEMBLY
Q-7N T S
Concrete Support
Pad 1 8"x 1 8"x4"
Geotextile
Fabric
4"x4" Treated Pos
48" burial (min)
min 3'
Support
Strap
00,00° o
°°°
°°°°00°°
24"
°°°o0°
0MIN. CO
VER
°°°
>o°o°
°o 0
°0000 Grave
o° °00
00°0o Draln Holer
o °
Supply Line
o °� 0-0
Galvanized
Elbow
nsta if Spigot is not ocated on house
N.T.S. within 50 of treatment system
FRESHWATER SPIGOT DETAIL
WW-1 N_T_S_ SOURCE; AWT, Inc,
Pip
From PT
Dischorg,
3 CEM
/ t�1.0" SCH
{ 1.0" Spin 80 Union
"' ing Clean Filter
w/ Bush
Pipe/Couplin *Minimum length
or Per Manufacturer's
Specifications _
To Sproy Reldf Length=10d* ele� E
Gasket 1.0" SCH
80 Union 1,00
w/ Bushing Flowme
TOP LA YER
1.0"
Gasket
Gasket _
0„
1" Street elbow
ss ( @ 45'
into bottom
of 1" Union.)
314" Union ( @
45' into bottom
of spin clean
filter.)
j� 1" Gasket
To Septic Tank
Pipe/Coouupiing 1 1" 45' Elbow
1" Pipe
'I S2" of (`n�ior
45' Soc x spig
street elbow
1" Street elbow
1" Gate Valve
BOTTOM LAYER
N.T.S. Note: Supply and Return line penetrations to be at least 18" below top of box
OHEADWORKS BOX -TOP VIEW
WW-7N.T.S. (or equivalent)
4X6 TREATED POST
RAIN SENSOR �
MOUNT PANEL
CONTROL DIRECTLY TO POSTS
PANEL OR TO ALUMINUM PLATE
SINGLE 00000 (GRIND OFF PROTRUDING
CONDUIT —I SCREWS)
(no splices)
2X4 TREATED - SECURE
CONDUIT
SUPPORT WITH 4 - 3 DECK SCREWS
PER POST
RISER OR 2' (min.)
CORRUGATED
PIPE
COVER CONDUIT
MINIMUM 18"
TO PUMP TANK?
TO POWER SOURCE Y
INSTALL
MULTIPLE
CONDUITS AS
NEEDED
N.T.S.
CONTROL PANEL DETAIL
WW—� N T S SOURCE AWT, Inc
o. >
;000c >
o c
30
00C
o o�
>000 s�/i/i��/GRAVE L
ooc >
o c
°oc
>ooc
o
Do°(
>oo
> /
>o°
r°oc > =o°c
°oc=ooc°°°
>o° \\
I I
TO HEADWORKS
ALL CONDUIT
TO BE 3/4" (min)
� 3' BURIAL DEPTH
MINIMUM
I
Supply Line
Undisturbed
Earth
N.T.S.
0 SUPPLY LINE INSTALLATION DETAIL
WW-7 N.T_S_ SOURCE AWT, Inc
Rainbird 1 /2"
Impact Sprinkler
1 "Brass Shut —Off
Valve
1 " Galvanized
Steel Pipe I �'
4"x4" Treated Posh
36" burial (min) \�
Supports
Concrete
Collar
(Symbol on
Drawing)
O
N.T.S.
0SPRAY HEAD INSTALLATION DETAIL
N T S SOURCE AWT, Inc
4'-0"
1 cu.ft. gravel
with filter fabric
Galvanized
Elbow, fipt
N.T.S.
Sprinkler Characteristics
— Part #14VH 3/32"' SBN-1
— Sprinkler Size = 1 /2"
— Nozzle Size = 3/32„
— Sprinkler Radius = 33' (approx.)
— Operating Pressure = 25 psi
Operating Flowrate = 1.27 gpm
Drain Valve (DV) Characteristics
— Part #16A—FDV
— Connection: 1 /2" male threaded
Check Valve (CV) Characteristics
— Part # CV—S-10
— Spring style check valve
— Connection: 1 " slip
— Minimum opening pressure 5 psi.
18"
CV MIN. COVER
r
6"length,
1 "SCH 40 0 PVC
Supply
Line
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
Torrence Property
Surface Irrigation
Owner Information:
James Torrence
PO Box 866
Apex, HC 27502
[phone]
[e-mail]
Property Information:
3546 Andersons Place Ln
Franklinton, NC 27525
Granville County, NC
PIN 182600382281
PROFESSIONAL ENGINEER SEAL
FINAL DESIGN
NOT RELEASED FOR CONSTRUCTION
REV, ISSUED DATE DESCRIPTION
SHEET TITLE
Detail Sheet #3
DRAWN BY: CREATED ON:
I. Manson 02/05/2024
RELEASED BY: RELEASED ON:
SHEET NAME:

NOTES
1. Topographical information taken from GIS Mapping, Boundary Information taken from
Survey completed by Meta Geomatics.
2. All tanks to have cast in place riser adapters. Septic Tank to have approved Orenco
Effluent Filter model FTP-08-54-36.
3. Spray Field to
be 400' from
any off -site residence
(except in the instances where
setback waivers are
granted), 100'
from any well, 200'
from on -site residences (except in
the instances where
setback waivers are provided), 100'
from any surface water, 150'
from any property line (except in
the instances where setback waivers are provided), and
10' from any ditch.
Verification of
these setbacks to be
performed by contractor.
4. New Treatment and Storage Units to be 100' from any off -site residence, 100' from
any well, 50' from any surface water, and 50' from any property line. Verification of these
setbacks to be performed by contractor.
5. Contractor shall backfill around all access areas such that storm water is shed away
from potential entry points.
6. Invert elevations of all components to be verified in field by contractor to insure
proper operation.
7. All system piping to be SCH40 PVC.
8. All gravity elbows to be long radius or long sweeping type elbows.
9. Actual installation and placement of treatment system to be overseen by Contractor.
10. Contractor to document system installation with photographs.
11. Engineer inspection(s), installer certification and engineer certification of installed
system is required.
12 Contractor to seed and/or mulch disturbed areas to coincide with existing landscape.
Area shall not be left with uncovered soil.
13. Upon system completion, Contractor to supply Engineer with documentation of
installation and a signed letter indicating system was installed per approved design or
noting any deviation from approved design.
14. Contractor to install phone line to VCOV control panel.
15. AdvanTex Pod to be placed on gravel bed. Use Orenco anti -buoyancy devices.
16. Leak test required on septic tank, recirculation tank and pump tank.
17. Pressure test required on all pressurized lines in excess of 500 in length.
18. Mount Control Panel 24" (min) above grade.
19. All system wiring to be installed in electrical conduit buried to a minimum depth
of 18". All wire to be OF or THWN rated.
20. Electrical service from residence to be installed by licensed electrician under the
residence building permit.
21. Separate
circuits for
each pump
and alarm/control panel are required.
(2-1 20V,
20 amp; 1
-1 20V, 15
amp)
22. Risers to have safety nets or inner lids.
23. Sampling spigot to be installed on Pump Tank discharge line.
24. All wastewater from SFR, including greywater is to be conveyed to septic tank.
25. Recirculation Timer Settings:
TIME ON/OFF: 0.52 / 14.48 minutes
12 gpm to Pod / 4.75 gpm to Septic Tank
26. A rain gauge shall be installed on control panel enclosure.
OPERATION AND MAINTENANCE SCHEDULE:
1. A contractor or other qualified professional should be contacted if you are uncomfortable or unfamiliar with operating
this system or if system troubleshooting is necessary.
2. The Septic Tank Effluent Filter shall be cleaned at least every 6 months or per manufacturer's recommendations.
Check Septic Tank solids level annually. In general, it is recommended that solids be pumped from the Septic Tank every
3-5 years.
3. A clean -out is located on the system just before the Septic Tank. If liquid backs up into the house or the Septic
Tank, the drainline may be clogged or the Septic Tank may have too many solids in it to allow adequate flow through. A
qualified contractor should be contacted to unclog any blockages via these clean -outs. A pumping contractor should be
used to empty solids from the Septic Tank.
4. Effluent from the AdvanTex treatment system shall be sampled per the requirements of the system permit. If no
parameters are listed, AWT recommends sampling for the following parameters; Total Suspended Solids (TSS), Biologics
Oxygen Demand (BOD5), Total Nitrogen (TN), Ammonia -Nitrogen (NH3-N), and Fecal Coliform,
5. Maintenance of the AdvanTex treatment system should be conducted by a certified operator under contract with the
homeowner.
6. The UV component shall be checked weekly to ensure the alarm bulb (on control panel) is not illuminated. The UV
bulb should be cleaned on a 6 month interval. It is recommended that the homeowner (or contracted operator) maintain
a back-up UV bulb and quartz sleeve when it is time to replace the bulb. This service should be completed by the
engaged certified operator.
7. The storage
and pumping
component
shall be checked
weekly to ensure the alarm bulb (on
control panel) is not
illuminated. If the
control panel
indicates
the system is in
alarm mode,
the following steps should
be taken:
• Stop use of all water in the residence (to stop flow into the pump tank),
• Verify that the system has electrical power.
• Contact a qualified contractor to inspect the system (if needed).
If it has rained recently the
pump may
not be operating
because the rain sensor
is temporarily blocking the
system from
operating. If this is the case
then the
pump will resume
operation once it is dry
enough. If the pump tank
is in danger
of overflowing and continued
rainfall is
expected, contact
a septic tank pump contractor
to remove a portion
of the liquid
in the pump tank. The pump
tank will
accommodate an
additional approximate 5
days of effluent storage (depending
on
original design considerations)
under normal
usage. As a
result, prolonged periods
of rain may cause a back-up
of
effluent in the system since
the rain sensor prevents application of effluent onto
the drip field.
8. It
is important to
inspect
the pump
tank
and its components on an annual basis to ensure no solids are building up
on the
tank bottom, to
ensure
that the
pump
control switches are placed properly, and to verify proper pumping of the
effluent.
These activities
will be
handled
by the
engaged service provider.
9. The location of the supply line should be walked weekly to ensure that a line breakage has not occurred. The area in
which the line is buried should be monitored for any wet spots or locations of excessive vegetation growth as these
occurrences may be an indication of a line breakage. No permanent structure shall be erected over the locations of the
Supply line. No heavy vehicles or equipment should be driven over the Supply line.
10. The sprayfield should be inspected weekly to verify proper operation and to ensure spray heads have not become
damaged. Clogged or worn nozzles or piping should be replaced or, in the event of minimal obstruction, cleaned. No
heavy vehicles or equipment should be driven over the irrigation area.
11. The application area should be allowed to remain in a natural
state; The
new undergrowth should be
cut occasionally
or removed to keep the vegitation at a manageable height. Wheeled
or tracked
equipment should not be
used. A soil
sample should be collected from the spray field area to determine
appropriate
rates of lime and fertilizer
application.
12. System fencing shall be maintained to prevent human contact with the treated effluent and to ensure the vegetation
remains healthy.
Avvr
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
Torrence Property
Surface Irrigation
Owner Information:
James Torrence
PO Box 866
Apex, NC 27502
[phone]
[e-mail]
Property Information:
3546 Andersons Place Ln
Franklinton, NC 27525
Granville County, NC
PIN 182600382281
PROFESSIONAL ENGINEER SEAL
k C A ig
f$8••.'.
SEAL
045605
Cb
f Ifi��
FINAL DESIGN
NOT RELEASED FOR CONSTRUCTION
REV. ISSUED DATE DESCRIPTION
SHEET TITLE
Notes
DRAWN BY:
I. Manson
RELEASED BY
SHEET NAME:
CREATED ON:
02/05/2024
RELEASED ON:

Trenching and Excavation Safety
The employer must comply with the trenching and excavation requirements of 29 CFR 1926.651 and 1926.652
or comparable OSHA -approved state plan requirements.
Inspection of Excavations
OSHA standards require that a competent person inspect trenches daily and as conditions change before
worker entry to ensure elimination of excavation hazards. A competent person is an individual who is capable of
identifying existing and predictable hazards or working conditions that are hazardous, unsanitary, or dangerous
to workers, soil types and protective systems required, and who is authorized to take prompt corrective
measures to eliminate these hazards and conditions.
Access and Egress
OSHA standards require safe access and egress to all excavations, including ladders, steps, ramps, or
other safe means of exit for employees working in trench excavations 4 feet (1.22 meters) or deeper.
These devices must be located within 25 feet (7.6 meters) of all workers.
Recommendations
Heavy equipment and trucks should stay as far as possible from the edge of any trench.
Always use pads under stabilizers to minimize ground pressures that could lead to failures.
(b) Definitions
"Cemented soil" means a soil in which the particles are held together by a chemical agent, such as calcium
carbonate, such that a hand -size sample cannot be crushed into powder or individual soil particles by finger
pressure.
"Cohesive soil" means clay (fine grained soil), or soil with a high clay content, which has cohesive strength.
Cohesive soil does not crumble, can be excavated with vertical sideslopes, and is plastic when moist. Cohesive
soil is hard to break up when dry, and exhibits significant cohesion when submerged. Cohesive soils include
clayey silt, sandy clay, silty clay, clay and organic clay.
"Dry soil" means soil that does not exhibit visible signs of moisture content.
"Fissured" means a soil material that has a tendency to break along definite planes of fracture with little
resistance, or a material that exhibits open cracks, such as tension cracks, in an exposed surface.
"Granular soil" means gravel, sand, or silt (coarse grained soil) with little or no clay content. Granular soil has
no cohesive strength. Some moist granular soils exhibit apparent cohesion. Granular soil cannot be molded
when moist and crumbles easily when dry.
"Layered system" means two or more distinctly different soil or rock types arranged in layers. Micaceous
seams or weakened planes in rock or shale are considered layered.
"Moist soil" means a condition in which a soil looks and feels damp. Moist cohesive soil can easily be shaped
into a ball and rolled into small diameter threads before crumbling. Moist granular soil that contains some
cohesive material will exhibit signs of cohesion between particles.
"Plastic" means a property of a soil which allows the soil to be deformed or molded without cracking, or
appreciable volume change.
"Saturated soil" means a soil in which the voids are filled with water. Saturation does not require flow.
Saturation, or near saturation, is necessary for the proper use of instruments such as a pocket penetrometer or
sheer vane.
EXCAVATIONS IN TYPE A SOILS
All simple slope excavations 20 feet or less in depth shall have a maximum allowable slope of 3/4: 1.
2(
2(
SIMPLE BENCH
"Soil classification system" means, for the purpose of this subpart, a method of categorizing soil and rock
deposits in a hierarchy of Stable Rock, Type A, Type B, and Type C, in decreasing order of stability. The
categories are determined based on an analysis of the properties and performance characteristics of the
deposits and the characteristics of the deposits and the environmental conditions of exposure.
"Stable rock" means natural solid mineral matter that can be excavated with vertical sides and remain intact
while exposed.
"Submerged soil" means soil which is underwater or is free seeping.
"Type A" means cohesive soils with an unconfined, compressive strength of 1.5 ton per square foot (tsf) (144
kPa) or greater. Examples of cohesive soils are: clay, silty clay, sandy clay, clay loam and, in some cases,
silty clay loam and sandy clay loam. Cemented soils such as caliche and hardpan are also considered Type
A.
However, no soil is Type A if:
(i) The soil is fissured; or
(ii) The soil is subject to vibration from heavy traffic, pile driving, or similar effects; or
(iii) The soil has been previously disturbed; or
(iv) The soil is part of a sloped, layered system where the layers dip into the excavation on a slope of four
horizontal to one vertical (4H:1V) or greater; or
(v) The material is subject to other factors that would require it to be classified as a less stable material.
"Type B" means:
(i) Cohesive soil with an unconfined compressive strength greater than 0.5 tsf (48 kPa) but less than 1.5
tsf (144 kPa); or
(ii) Granular cohesionless soils including: angular gravel (similar to crushed rock), silt, silt loam, sandy
loam and, in some cases, silty clay loam and sandy clay loam.
(iii) Previously disturbed soils except those which would otherwise be classed as Type C soil.
(iv) Soil that meets the unconfined compressive strength or cementation requirements for Type A, but is
fissured or subject to vibration; or
(v) Dry rock that is not stable; or
(vi) Material that is part of a sloped, layered system where the layers dip into the excavation on a slope less
steep than four horizontal to one vertical (4H:1V), but only if the material would otherwise be classified
as Type B.
"Type C" means:
(i) Cohesive soil with an unconfined compressive strength of 0.5 tsf (48 kPa) or less; or
(ii) Granular soils including gravel, sand, and loamy sand; or
(iii) Submerged soil or soil from which water is freely seeping; or
(iv) Submerged rock that is not stable, or
(v) Material in a sloped, layered system where the layers dip into the excavation or a slope of four
horizontal to one vertical (4H:1V) or steeper.
"Unconfined compressive strength" means the load per unit area at which a soil will fail in compression. It
can be determined by laboratory testing, or estimated in the field using a pocket penetrometer, by thumb
penetration tests, and other methods.
"Wet soil" means soil that contains significantly more moisture than moist soil, but in such a range of values
that cohesive material will slump or begin to flow when vibrated. Granular material that would exhibit cohesive
properties when moist will lose those cohesive properties when wet.
EXCAVATIONS IN TYPE B SOILS
All simple slope excavations 20 feet or less in depth shall have a maximum allowable slope of 1:1.
12' Max. �1
1/2 2(
Exception: Simple slope excavations which are
open 24 hours or less (short term) and which
are 12 feet or less in depth shall have a
maximum allowable slope of %2:1
SIMPLE SLOPE
All benched excavations 20 feet or less in depth shall have a maximum
allowable slope of 1:1 and maxium bench dimensions as follows:
?0' Max.. A1
5' Max. 3/4 This bench allowed in
cohesive soil only. a
L_L_20' Max. 1
MULTIPLE BENCH 1
4' ax.
All benched excavations 20 feet or less in depth shall have a maximum allowable slope of 3/4:1
and maxium bench dimensions as follows:
SINGLE BENCH
1 This bench allowed in /
a cohesive soil only.
8 Max. 3/4 1 20' Max. / 1
3.5' Max. 12Max. 1
3.5' Max.
All excavations 8 feet or less in depth MULTIPLE BENCH
which have unsupported vertically sided
lower portions shall have a maximum
vertical side of 3%2 feet. All excavations more than 8 feet but not more
than 12 feet in depth with unsupported vertically
sided lower portions shall have a maximum
allowable slope of 1:1 and a maximum vertical
side of 3%2 feet.
All excavations 20 feet or less in depth which have vertically sided lower portions that are supported or
shielded shall have a maximum allowable slope of 3/4: 1. The support or shield system must extend at
least 18 inches above the top of the vertical side.
20' Max.
18" Min.
All other simple slope, compound slope, and vertically sided lower portion excavations shall be in
accordance with the other options permitted under § 1926.652(b).
All excavations 20 feet or less in depth which have vertically sided lower portions that are
supported or shielded shall have a maximum allowable slope of 1:1. The support or shield system
must extend at least 18 inches above the top of the vertical side.
VERTICALLY SIDED LOWER PORTION
All other sloped excavations shall be in accordance with the other options permitted in § 1926.652(b).
(c) Requirements
(1) Classification of soil and rock deposits. Each soil and rock deposit shall be classified by a competent person
as Stable Rock, Type A, Type B, or Type C in accordance with the definitions set forth in paragraph (b) of
this appendix.
(2) Basis of classification. The classification of the deposits shall be made based on the results of at least one
visual and at least one manual analysis. Such analyses shall be conducted by a competent person using
tests described in paragraph (d) below, or in other recognized methods of soil classification and testing such
as those adopted by the American Society for Testing Materials, or the U.S. Department of Agriculture
textural classification system.
(3) Visual and manual analyses. The visual and manual analyses, such as those noted as being acceptable in
paragraph (d) of this appendix, shall be designed and conducted to provide sufficient quantitative and
qualitative information as may be necessary to identify properly the properties, factors and conditions
q Y rY fY p p Y p p ,
affecting the classification of the deposits.
(4) Layered systems. In a layered system, the system shall be classified in accordance with its weakest layer.
However, each layer may be classified individually where a more stable layer lies under a less stable layer.
(5) Reclassification. If, after classifying a deposit, the properties, factors, or conditions affecting its classification
change in any way, the changes shall be evaluated by a competent person. The deposit shall be
reclassified as necessary to reflect the changed circumstances.
(d) Acceptable visual and manual tests
(1) Visual tests. Visual analysis is conducted to determine qualitative information regarding the excavation site
in general, the soil adjacent to the excavation, the soil forming the sides of the open excavation, and the soil
taken as samples from excavated material.
(i) Observe samples of soil that are excavated and soil in the sides of the excavation. Estimate the range
of particle sizes and the relative amounts of the particle sizes. Soil that is primarily composed of
fine-grained material material is cohesive material. Soil composed primarily of coarse -grained sand or
gravel is granular material.
(ii) Observe soil as it is excavated. Soil that remains in clumps when excavated is cohesive. Soil that
breaks up easily and does not stay in clumps is granular.
(iii) Observe the side of the opened excavation and the surface area adjacent to the excavation. Crack -like
openings such as tension cracks could indicate fissured material. If chunks of soil spall off a vertical
side, the soil could be fissured. Small spalls are evidence of moving ground and are indications of
potentially hazardous situations.
(iv) Observe the area adjacent to the excavation and the excavation itself for evidence of existing utility and
other underground structures, and to identify previously disturbed soil.
(v) Observe the opened side of the excavation to identify layered systems. Examine layered systems to
identify if the layers slope toward the excavation. Estimate the degree of slope of the layers.
(vi) Observe the area adjacent to the excavation and the sides of the opened excavation for evidence of
surface water, water seeping from the sides of the excavation, or the location of the level of the water
table.
(vii) Observe the area adjacent to the excavation and the area within the excavation for sources of vibration
that may affect the stability of the excavation face.
EXCAVATIONS IN TYPE C SOILS
All simple slope excavations 20 feet or less in depth shall have a maximum allowable slope of 1%2:1.
(2) Manual tests. Manual analysis of soil samples is conducted to determine quantitative as well as qualitative
properties of soil and to provide more information in order to classify soil properly.
(i) Plasticity. Mold a moist or wet sample of soil into a ball and attempt to roll it into threads as thin as
1/8-inch in diameter. Cohesive material can be successfully rolled into threads without crumbling. For
example, if at least a two inch (50 mm) length of 1/8-inch thread can be held on one end without
tearing, the soil is cohesive.
(ii) Dry strength. If the soil is dry and crumbles on its own or with moderate pressure into individual grains
or fine powder, it is granular (any combination of gravel, sand, or silt). If the soil is dry and falls into
clumps which break up into smaller clumps, but the smaller clumps can only be broken up with
difficulty, it may be clay in any combination with gravel, sand or silt. If the dry soil breaks into clumps
which do not break up into small clumps and which can only be broken with difficulty, and there is no
visual indication the soil is fissured, the soil may be considered unfissured.
(iii) Thumb penetration. The thumb penetration test can be used to estimate the unconfined compressive
strength of cohesive soils. (This test is based on the thumb penetration test described in American
Society for Testing and Materials (ASTM) Standard designation D2488 - "Standard Recommended
Practice for Description of Soils (Visual - Manual Procedure).") Type A soils with an unconfined
compressive strength of 1.5 tsf can be readily indented by the thumb; however, they can be penetrated
by the thumb only with very great effort. Type C soils with an unconfined compressive strength of 0.5
tsf can be easily penetrated several inches by the thumb, and can be molded by light finger pressure.
This test should be conducted on an undisturbed soil sample, such as a large clump of spoil, as soon
as practicable after excavation to keep to a minimum the effects of exposure to drying influences.If the
excavation is later exposed to wetting influences (rain, flooding), the classification of the soil must be
changed accordingly.
(iv) Other strength tests. Estimates of unconfined compressive strength of soils can also be obtained by
use of a pocket penetrometer or by using a hand -operated shearvane.
(v) Drying test. The basic purpose of the drying test is to differentiate between cohesive material with
fissures, unfissured cohesive material, and granular material. The procedure for the drying test involves
drying a sample of soil that is approximately one inch thick (2.54 cm) and six inches (15.24 cm) in
diameter until it is thoroughly dry:
(A) If the sample develops cracks as it dries, significant fissures are indicated.
(B) Samples that dry without cracking are to be broken by hand. If considerable force is necessary to
break a sample, the soil has significant cohesive material content. The soil can be classified as an
unfissured cohesive material and the unconfined compressive strength should be determined.
(C) If a sample breaks easily by hand, it is either a fissured cohesive material or a granular material.
To distinguish between the two, pulverize the dried clumps of the sample by hand or by stepping
on them. If the clumps do not pulverize easily, the material is cohesive with fissures.lf they
pulverize easily into very small fragments, the material is granular.
EXCAVATIONS IN LAYERED SOILS
All excavations 20 feet or less in depth made in layered soils shall have a maximum allowable
slope for each layer as set forth below.
B a1
�1
20' Max. - 1
1 %2
A �1
3/4
SIMPLE SLOPE B OVER A
All excavations 20 feet or less in depth which have vertically sided lower portions that are
supported or shielded shall have a maximum allowable slope of 1%2:1. The support or shield
system must extend at least 18 inches above the top of the vertical side.
20' Max.
I
VERTICALLY SIDED LOWER PORTION
All other sloped excavations shall be in accordance with the other options permitted in § 1926.652(b).
C
0
C OVER A
C OVER B
A OVER B
a1
1
IA"�
C �1
1 %z
A OVER C
1 Y2
B /
1 Y2
C 1
/ 1 %z
B OVER C
All other sloped excavations shall be in accordance with the other options permitted in § 1926.652(b).
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
Torrence Property
p y
Surface Irrigation
Owner Information:
James Torrence
PO Box 866
Apex, NC 27502
[phone]
[e-mail]
Property Information:
3546 Andersons Place Ln
Franklinton, NC 27525
Granville County, NC
PIN 182600382281
PROFESSIONAL ENGINEER SEAL
0 � '.� r
Z�
tL SEAL ter.,
0466US
If1f�
FINAL DESIGN
NOT RELEASED FOP CONSTRUCTION
REV, ISSUED DATE DESCRIPTION
SHEET TITLE
Excavation Safety
DRAWN BY: CREATED ON:
I. Manson 11/08/2023
RELEASED BY: RELEASED ON:
SHEET NAME:
ww-9

Soils Legend
CeB2 — / Cecil Sandy Loam, 2-6� slopes, moderately eroded /
— Cicil Clay Loam, 6-10� slopes moderately eroded / / / / Engineers and SoilScientists CeC2
ChA — Chewacla and Wehadkee Soils, 0-2% slopes, frequently flooded ► — , / I i / / / / / / / / / — —
CrB — Creedmoor Coarse Sandy Loam, 2-6% slopes / / I / / / / / / / Agri -Waste Technology, Inc.
/ / I I I I / / / / 501 N. Salem Street Suite 203
CrC — Creedmoor Coarse Sandy Loam, 6-10% slopes — / / I / I / Residence // // / / / / / / — —
M a B — M a o d a n Sand Loam 2— 6% slopes � �� / / Apex, North Carolina 27502
y y— Y I I / / / / / / / / / / / / �/ 919-859-0669
— / / / / _ www.agriwaste.com
-13co
PnD Pinkston Loamy Sand, 10 20� slopes _ � / / / / � � / / \
/ \ 50(
Torrence Property
Surface Irrigation
O -Site
Res-dencd 1 \
1 I / I \ I I I I I I / / / \ Owner Information.
\
James Torrence
PO Box 866
Apex HC 27502
+++++++++++++++++++++++++++
++++++++++++++++++..+
++.
1
\ I I II I I \ I I I [phone]
+++++++++++++++++ ++
+++++++*++++++++
* +++
+*********** **** ++++++++++++++++++++++ [e-mail]
1 I
O-S\ite
4+++++++-+Nim
+*+ + Residenc
eProperty
Information+ +++*++
+++*+_ +++++* + ** * ** 5546 Anderso
ns Pla
ce
Ln
+ +++
+*++++++ ++ +++ +++++++++++++++++++++++++++ ******* Franklinton NC 27525
++++++++++++++++++++++++++++++++++++++++++++++++++++++ ++
***********************+**+*+*+*+*+*+ *Off -Site ++++++++++++++++++++++++\+++++ ++ Granville County, NC/**+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*++++++++
Residence I / I \ / / / / / /
/:1'+* + + + +++ +
\
\ \ PIN 182600382281 +
** *+++** ++ 9
+++++++ :'.
:
Unsuitable '*+:*:* *
+*+*+*+*+ :. PROFESSIONAL ENGINEER SEAL
Topography .++++;'+ o� \ \ \ \ 1 \ Resdlnce \ \
.+
\:�':+:*:\
I I I / / / / , �• \\• ► ,*+ + +++ �� - %
.+Waste_Install Fence +
Around
Sprayfe
I 1 II I II IIII
+�
-
/ ne b �'� + + + \ I I I I \ Off -Si e / r
l ou n ar � .... .+
— i Sprayfield g. ++ A EAu r
- / a S ence 62 + 1 S ayheadsdws to
WC, I\ \ f i +* Ha
Highest + + +*
pray He+ ++
**** \ \
EL = 4 1 + + + +
4R9 I, \ \ 178 / I \ /
Z �� eview
jg)
1202
oBoundary
Approx. Location of / �' 4471 \ "� Q'` / / / FINAL DESIGN
Ex. Nitrification Field r ff-Site NOT RELEASED FOR CONSTRUCTION
/ I I sdence — / Treatment &
/ — — —
Storage 355 I ; �0 Water REV, ISSUED DATE DESCRIPTION
� � \ / / � � / //
/Line Setbac110
tz 150 Pro 6
/
/0\
Off Se Line SIII k
Residence
ff-Site Q / / I O Residence 0
p_.,Well
Location
400
/ —
fisting Wells .
om:) lance
SHEET TITLE
Boundary, , . ,Site Vap
ff-S
esiden / / / / � / / / ( � l r
DRAWN BY: CREATED ON:
�--
AVVr
1 I. Manson 02/05/2024
RELEASED BY: RELEASED ON:
Notes —
I 1 I SHEET NAME:
—Approximate location of all known residences �o / , o l
- ,
and Wells shown.ww�io
24"x36" Sheet

Appendix H
System Specifications

AVVr
Engineers and Soil Scientists Tarrence Property
SFR Wastewater Irrigation System
Agri -Waste Technology, Inc. Granville County
501 N Salem Street, Suite 203, Apex, NC 27502
agriwaste.com 1 919.859.0669
Project Specifications
FINAL DESIGN
NOT RELEASED FOR CONSTRUCTION
SEAL
SEAL:+�•'
o Uzq
Client: James Edward Tarrence, Jr.
PO Box 866
Apex, NC 27502
Property Location: 3546 Andersons Place Ln
Franklinton, NC 27525
Granville County
PIN:182600382281
Project Engineer: Scott P. Jones, P.E.
Agri -Waste Technology, Inc.
501 N. Salem Street
Suite 203
Apex, NC 27502
Date: August 26, 2024

Table of Contents
1.0 General Project Specifications
1.1
Project Description
1.2
Site Description
1.3
Adjacent Property
1.4
Soils and Water Table
2.0
Material Management Practices
2.1
Housekeeping
2.2
Hazardous Products
2.3
Product Safety Practices
2.3.1 Petroleum Products
2.3.2 Fertilizers
2.4
Spill Control Practices
3.0
Site Work
3.1
Construction Roads and Parking
3.2
Tree Preservation and Protection
3.3
Removal of Topsoil
3.4
Permanent Seeding
3.4.1 Seedbed Requirements
3.4.2 Soil Conditioner
3.4.3 Seedbed Preparation
3.4.4 Seeding
3.4.5 Irrigation
3.4.6 Mulch all plantings immediately after seeding
3.4.7 Application of Organic Mulch
3.4.8 Anchoring Organic Mulch
3.4.9 Permanent Stabilization
4.0
Installer Specification
5.0
Material Specifications
5.1
Concrete Tanks
5.2
Piping
5.3
Electrical Requirements
6.0
Component Specifications
6.1
Concrete Tanks (Septic Tank, Pump Tank)
6.2
Access Risers
6.3
Drain Line
6.4
Pumps
6.5
AdvanTex Treatment Unit
6.6
UV Disinfection
6.7
Control Panel
6.8
Spray Components and Fence
6.9
Irrigation Headworks

1.0. General Project Specifications
1.1 Project Description
The purpose of the project is to install a wastewater treatment system and surface sprayfield to
accommodate wastewater from a two -bedroom single-family residence. The treatment system will
consist of a septic tank, a recirculation tank, an AdvanTex Treatment unit, UV disinfection, pump
tank, irrigation headworks, and a control panel. The surface spray irrigation system covers
approximately 0.32 acres.
1.2 Site Description
The project site consists of property located at 3546 Andersons Place Ln, Franklinton, NC (PIN:
182600382281) in Granville County. The residence will be located to the north of Andersons
Place Lane, in the center of the property. The spray field will be located northwest of the
proposed residence. The spray field is located in a wooded area on the property.
There are several setbacks that have been considered for the location of the treatment unit and the
spray field. The setbacks and location of the treatment unit and spray field are shown on the system
drawings. The applicable setback waivers have been included in this application.
1.3 Adjacent Property
The surrounding area at the residence is rural and occupied by primarily undeveloped land,
agricultural land and single-family residences. The spray field is to be located a minimum of 400'
from any off -site residence, 200' from an on -site residence, and 150' from any property line orpublic
right-of-way except in the instances setback waivers have been granted.
1.4 Soils and Water Table
The soil in the project area is predominately Creedmoor series and is above the groundwater table.

2.0. Material Management Practices
The following are the material management practices that will be used to reduce the risk of spills and
other accidental exposure of materials and substances to storm water runoff.
2.1 Housekeeping
The following good housekeeping practices will be followed on site during the construction project.
• An effort will be made to store only enough product required to do the job.
• All materials stored on site will be stored in a neat orderly manner in their appropriate containers
and, if possible, under a roof or other enclosure.
• Products will be kept in their original containers with the original manufacturer's label.
• Substances will not be mixed with one another unless recommended by the manufacturer.
• Whenever possible, all of a product will be used before disposing of the container.
• Manufacturer's recommendations for proper use and disposal will be followed.
• The site superintendent will inspect daily to ensure proper use and disposal of materials on site.
2.2 Hazardous Products
These practices are used to reduce the risks associated with hazardous materials:
Products will be kept in original containers unless they are not re -sealable.
Original labels and Material Safety Data Sheets (MSDS) will be retained as they provide
important product information.
If surplus product must be disposed of, the manufacturer's or local and state recommended
methods for proper disposal will be followed.
2.3 Product Safety Practices
The following product safety practices will be followed on site:
2.3.1 Petroleum Products
All on site vehicles will be monitored for leaks and receive regular preventive maintenance to reduce
the chance of leakage. Petroleum products will be stored in tightly sealed containers which are
clearly labeled.
2.3.2 Fertilizers
Fertilizers used will be applied at recommended agronomic rates. Once applied, fertilizer will be
worked into the soil to limit exposure to storm water. The contents of any partially used bags of
fertilizer will be transferred to a sealable plastic bin to avoid spills.

2.4 Spill Control Practices
The following practices will be followed for spill prevention and cleanup:
• Manufacturer's recommended methods for spill cleanup will be clearly understood and site
personnel will be made aware of the procedures and the location of the information and cleanup
supplies.
• Materials and equipment necessary for spill cleanup will be kept in the material storage area on
site. Equipment and materials will include but not be limited to brooms, dust pans, mops, rags,
gloves, goggles, kitty litter, sand, sawdust, and plastic and metal trash containers specifically for
this purpose.
• All spills will be cleaned up immediately after discovery.
• The spill area will be kept well ventilated and personnel will wear appropriate protective
clothing to prevent injury from contact with a hazardous substance.
• Spills of toxic or hazardous material will be reported to the appropriate state or local government
agency, regardless of size.
• The spill prevention plan will be adjusted to include measures to prevent this type of spill from
reoccurring and how to clean up the spill if there is another one. A description of the spill, what
caused it, and the cleanup measures will also be included.
• the site superintendent responsible for the day-to-day site operations, will
be the spill prevention and cleanup coordinator. He will designate at least other site
personnel who will receive spill prevention and cleanup training. These individuals will each
become responsible for a particular phase of prevention and cleanup.

3.0. Site Work
The site shall be maintained in an orderly and clean fashion. Debris should be confined to a
common area and removed weekly. The minimum area needed shall be disturbed. Due to the small
footprint of the project, a formal erosion and control plan has not been developed. However,
contractor shall follow standard practices to minimize any adverse effects from the installation of the
system.
3.1 Construction Roads and Parking
Construction roads and parking areas are to be inspected periodically for condition of surface. Top -
dress with new gravel as needed. Check areas for erosion and sedimentation after runoff -producing
rains. Maintain all vegetation in a healthy, vigorous condition. Sediment -producing areas should be
treated immediately.
3.2 Tree Preservation and Protection
Some clearing of trees will be required for the installation of the drain line connecting the facility to
the treatment unit. Care shall betaken to minimize the disturbed area during installation. In spite of
precautions, some damage to protected trees may occur. In such cases, repair any damage to the
crown, trunk, or root system immediately.
- Repair roots by cutting off the damaged areas and painting them with tree paint. Spread peat
moss or moist topsoil over exposed roots.
- Repair damage to bark by trimming around the damaged area as shown in Figure 1 below,
taper the cut to provide drainage, and paint with tree paint.
- Cut off all damaged tree limbs above the tree collar at the trunk or main branch. Use three
separate cuts as shown in Figure 2 to avoid peeling bark from healthy areas of the tree.

oN�
TREE WOUND
TRIM AND TAPER
Figure 1. Trim bark wounds with a tapered cut, then apply tree paint.
INCORRECT CORRECT
Figure 2. Prune damaged branches with three cuts to avoid peeling bark from the tree when tree trunk falls
from tree.
To the degree possible, the vegetation that is removed during the drain line installation shall be
shredded on site and used to cover the drain line installation. Larger material shall be removed from
the site and disposed of properly.

3.3 Removal of Topsoil
MATERIALS
Determine whether the quality and quantity of available topsoil justifies selective handling. Quality
topsoil has the following characteristics:
- Texture- loam, sandy loam, and silt loam are best; sandy clay loam, silty clay loam, clay
loam, and loamy sand are fair. Do not use heavy clay and organic soils such as peat or muck
as topsoil.
- Organic matter content- (sometimes referred to as "humic matter") should be greater than
1.5% by weight.
- Acidity- pH should be greater than 3.6 before liming, and liming is required if it is less than
6.0.
- Soluble salts- should be less than 500 ppm.
- Sodium- sodium adsorption ratio should be less than 12. The depth of material meeting the
above qualifications should be at least 2 inches. Soil factors such as rock fragments, slope,
depth to water table, and layer thickness affect the ease of excavation and spreading of
topsoil. Generally, the upper part of the soil, which is richest in organic matter, is most
desirable; however, material excavated from deeper layers may be worth storing if it meets
the other criteria listed above. Organic soils such as mucks and peats do not make good
topsoil. They can be identified by their extremely light weight when dry.
STRIPPING
Strip topsoil only from those areas that will be disturbed by excavation, filling, road building, or
compaction by equipment. A 4-6 inch stripping depth is common, but depth varies depending on the
site. Determine depth of stripping by taking soil cores at several locations within each area to be
stripped. Topsoil depth generally varies along a gradient from hilltop to toe of the slope. Put
sediment basins, diversions, and other controls into place before stripping.
STOCKPILING
Select stockpile location to avoid slopes, natural drainage ways, and traffic routes (also applies to fill
soil stockpiles). Re -spreading is easier and more economical when topsoil is stockpiled in small
piles located near areas where they will be used.
Sediment barriers- Use sediment fences or other barriers where necessary to retain
sediment.
Slope stabilization- Protect topsoil stockpiles by temporarily seeding as soon as possible.
Topsoil stockpiles with slopes steeper than 2:1 must be stabilized within 7 days, otherwise
within 14 calendar days from the last land -disturbing activity.
Permanent vegetation- If stockpiles will not be used within 90 days they must be stabilized
with permanent vegetation to control erosion and weed growth.

SITE PREPARATION
Before spreading topsoil, establish erosion and sedimentation control practices such as diversions,
and berms as needed.
Grading- Maintain grades on the areas to be topsoiled according to the approved plan and
do not alter them by adding topsoil.
Limit of subsoil- Where the pH of the existing subsoil is 6.0 or less, or the soil is composed
of heavy clays, incorporate agricultural limestone in amounts recommended by soil tests or
specified for the seeding mixture to be used. Incorporate lime to a depth of at least 2 inches
by disking or raking.
Roughening- Immediately prior to spreading the topsoil, loosen the subgrade by disking or
scarifying to a depth of at least 4 inches, to ensure bonding of the topsoil and subsoil. If no
amendments have been incorporated, loosen the soil to a depth of at least 6 inches before
spreading topsoil.
SPREADING TOPSOIL
Uniformly distribute topsoil to a minimum compacted depth of 2 inches. Do not spread topsoil
while it is frozen or muddy or when the subgrade is wet or frozen. Correct any irregularities in the
surface that result from topsoiling or other operations to prevent the formation of depressions or
water pockets. Compact the topsoil enough to ensure good contact with the underlying soil, but
avoid excessive compaction, as it increases runoff and inhibits seed germination. Lightpacking with
a roller is recommended where high -maintenance turf is to be established.
On slopes and areas that will not be mowed, the surface may be left rough after spreading topsoil. A
disk may be used to promote bonding at the interface between the topsoil and subsoil. After topsoil
application, follow procedures for seedbed preparation, taking care to avoid excessive mixing of
topsoil into the subsoil.

3.5 Permanent Seeding
3.5.1 SEEDBED REQUIREMENTS
Establishment of vegetation should not be attempted on sites that are unsuitable due to inappropriate
soil texture, poor drainage, concentrated overland flow, or steepness of slope until measures have
been taken to correct these problems.
To maintain a good stand of vegetation, the soil must meet certain minimum requirements as a
growth medium. The existing soil should have these criteria:
- Enough fine-grained (silt and clay) material to maintain adequate moisture and nutrient
supply (available water capacity of at least .05 inches of water to 1 inch of soil).
- Sufficient pore space to permit root penetration.
- Sufficient depth of soil to provide an adequate root zone. The depth to rock or impermeable
layers such as hardpans should be 12 inches or more, except on slopes steeper than 2:1 where
the addition of soil is not feasible.
- A favorable pH range for plant growth, usually 6.0-6.5.
- Freedom from large roots, branches, stones, large clods of earth, or trash of any kind. Clods
and stones may be left on slopes steeper than 3:1 if they are to be hydroseeded.
If any of the above criteria are not met (i.e., if the existing soil is too coarse, dense, shallow, or acidic
to foster vegetation) special amendments are required. The soil conditioners described below may be
beneficial.
3.5.2 SOIL CONDITIONERS
In order to improve the structure or drainage characteristics of a soil, the following materials may be
added. These amendments should only be necessary where soils have limitations that make them
poor for plant growth or for fine turf establishment.
- Peat Appropriate types are sphagnum moss peat, hypnum moss peat, reed -
sedge peat, or peat humus, all from fresh -water sources. Peat should
be shredded and conditioned in storage piles for at least 6 months
after excavation.
- Sand clean and free of toxic materials.
- Vermiculite horticultural grade and free of toxic substances.
- Rotted manure stable or cattle manure not containing undue amounts of straw or
other bedding materials.

3.5.3 SEEDBED PREPARATION
Complete grading according to the approved plan before seeding. Below are steps to take in order to
prepare the seedbed for planting.
• Chisel compacted areas and spread topsoil 3 inched deep over adverse soil conditions, if
available.
• Rip the entire area to 6 inches deep (if recommended by soil scientist).
• Remove all loose rock, roots, and other obstructions leaving surface reasonably smooth and
uniform.
• Apply agricultural lime, fertilizer, and superphosphate uniformly and mix with soil (section 4.6).
• Continue tillage until a well pulverized, firm reasonably uniform seedbed is prepared 4 to 6
inches deep.
• Seed on a freshly prepared seedbed.
• Mulch immediately after seeding and anchor mulch (section 8.3).
Apply lime and fertilizer evenly and incorporate into the top 4-6 inches of soil by disking or other
suitable means. Operate machinery on the contour. When using a hydroseeder, apply lime and
fertilizer to a rough, loose surface.
Roughen surfaces. Complete seedbed preparation by breaking up large clods and raking into a
smooth, uniform surface. Fill in or level depressions that can collect water. Broadcast seed into a
freshly loosened seedbed that has not been sealed by rainfall.
3.5.4 SEEDING
Seeding dates given in the manufacturer's seeding mixture specifications are designated as "best" or
"possible". Seedings properly carried out within the "best" dates have a high probability of success.
It is also possible to have satisfactory establishment when seeding outside these dates. However, as
you deviate from them, the probability of failure increases rapidly. Seeding on the last date shown
under "possible" may reduce chances of success by 30-50%. Always take this into account in
scheduling land -disturbing activities.
Use certified seed for permanent seeding whenever possible. Certified seed is inspected by the
North Carolina Crop Improvement Association. It meets published North Carolina Standards and
should bear an official "Certified Seed" label.
Labeling of non -certified seed is also required by law. Labels contain important information on seed
purity, germination, and presence of weed seeds. Seed must meet State standards for content of
noxious weeds. Do not accept seed containing "prohibited" noxious weed seed.

Apply seed uniformly with a cyclone seeder, drop -type spreader drill, cultipacker seeder, or
hydroseeder on a firm, friable seedbed.
When using a drill or cultipacker seeder, plant small grains no more than 1 inch deep, grasses and
legumes no more than 2 inch. Equipment should be calibrated in the field for the desired seeding
rate.
When using broadcast -seeding methods, subdivide the area into workable sections and determine the
amount of seed needed for each section. Apply one-half the seed while moving back and forth across
the area, making a uniform pattern; then apply the second half in the same way, but moving at right
angles to the first pass (Figure 13�
Cover broadcast seed by raking or chain dragging; then firm the surface with a roller or cultipacker
to provide good seed contact.
3.5.5 IRRIGATION
Moisture is essential for seed germination and seedling establishment. Supplemental irrigation can
be very helpful in assuring adequate stands in dry seasons or to speed development of full cover.
Assess the need for irrigation when the seeding is conducted.
Water application rates must be carefully controlled to prevent runoff. Inadequate or excessive
amounts of water can be more harmful than no supplemental water.
3.5.6 MULCHING
Mulch all plantings immediately after seeding. Select a material based on site and practice
requirements, availability of material, labor, and equipment. Table 6.14a lists commonly used
mulches and some alternatives.
Before mulching, complete the required grading, install sediment control practices, and prepare the
seedbed. Apply seed before mulching except in the following cases:
- Seed is applied as part of a hydroseeder slurry containing wood fiber mulch.
- A hydroseeder slurry is applied over straw.
3.5.7 APPLICATION OF ORGANIC MULCH
Organic mulches are effective where they can be tacked securely to the surface.
Spread mulch uniformly by hand, or with a mulch blower. When spreading straw mulch by hand,
divide the area to be mulched into sections of approximately 1,000 ft', and place 70-90 lb of straw (1
to 2 bales) in each section to facilitate uniform distribution. After spreading mulch, no more than
25% of the ground surface should be visible. In hydroseeding operations, a green dye, added to the
slurry, assures a uniform application.

3.5.8 ANCHORING ORGANIC MULCH
Straw mulch must be anchored immediately after spreading using vegetation. Rye (grain) may be
used to anchor mulch in fall plantings, and German millet in spring. Broadcast at 15 lb/acre before
applying mulch.
3.5.9 PERMANENT STABILIZATION
Permanent stabilization is needed in graded or cleared areas subject to erosion and where a
permanent, long-lived vegetative cover is needed. Typically, disturbed portions of a site where
construction activities have permanently ceased will be stabilized with permanent seeding no later
than 14 days after the last construction activity. This method will not provide erosion control cover
or prevent soil slippage on soils that are not stable due to soil texture or structure, water movement
or excessively steep slopes. In some areas, it may be necessary to install erosion or sediment control
practices such as dikes, contour ripping, erosion stops, channel liners, sediment basins, diversions,
subsurface drainage, or other practices.
Prior to seeding, 1,000 lbs/ac of a 12-12-12 or equivalent fertilizer and lime according to soil test or
in lieu of soil test, 4,000 lbs/ac of ground agricultural limestone shall be worked into the soil to a
depth of 3 inches.
Seed should be applied uniformly at a depth of 1/4 to 2 inch with appropriate equipment. Except on
very flat slopes and ideal seeding conditions, small grain straw should be applied at a rate of 3,000 to
4,000 lbs/ac using appropriate mulch anchoring techniques. Other mulch materials can be used
except under adverse conditions or steep slopes; grain straw should be adequate.

4.0 Installer Specification
- Installer to maintain Class IV installer License per NCOWCICB.
- Installer to document installation history of advanced pretreatment systems and surface
application systems.

5.0 Material Specifications
5.1 Concrete Tanks
All concrete tanks are to be State approved tanks.
5.2 Piping
All drainlines and piping to be SCH 40 PVC. Non -pressure drain lines can be MW.
Sweeping style elbows to be used on gravity lines. All pressure lines to be pressure rated
SCH 40 PVC. All pressure lines to be cut with a hand ratcheting style cutter or wheel style
cutter. PVC saws shall not be used to cut pressure pipe.
5.3 Electrical Requirements
Installer shall install all electrical fittings from the control panel to the individual treatment
components and pumps. Installation shall be in accordance with manufacturer's
specifications. Qualified electrician or local power utility shall bring power to panel and
energize panel.

6.0 Component Specifications (information following)
6.1 Concrete Tanks (Septic Tank, Pump Tank)
- All concrete tanks to be State Approved Tank.
- All tank seams to be sealed with butyl rubber sealant.
- Backfill and compact soil around tank with a "jumping jack" style compactor.
- Following installation, tanks to be vacuum and water tested. Passing criteria as follows:
- Vacuum Test 5 in Hg for 5 min with <0.5 in Hg
- Water Test 10 gallons/1000 gallons/24 hr period
- Tanks to be installed level on 6" gravel base (957 stone)
- All penetrations to be cast in place rubber boots for inflow and outflow penetrations.
- All tanks to have cast in place riser adapters for Orenco Risers.
6.2 Access Risers
- Install risers per manufacturer's specifications.
- All Orenco risers to extend minimum 6" above grade.
- All electrical conduits to be sealed with duct seal.
- Penetrations through risers to use grommets or bulk head fitting.
- All tank risers that do not contain an inner lid shall be equipped with a safety net.
6.3 Drain Line
- All gravity drain line to be 4" SCH 40 PVC, DWV (min).
- Elbows to be sweeping style fitting.
6.4 Pumps
- Install pumps per system drawing and manufacturers specifications (included).
- Piping to be SCH 40 Pressure Pipe.
6.5 AdvanTex Treatment Unit
- Install unit per manufacturers specifications (included).
- Install with 12" lid extension if needed.
- Install unit on 6" gravel base.
6.6 UV Disinfection
- Install UV disinfection per system drawing and manufacturers specifications (included).

6.7 Control Panel
- Install per system drawing and manufacturers specifications (included).
- Panel to be minimum 24" above grade.
- Seal all pipes with duct seal
- Panel to be mounted on 4" x 6" (minimum) pressure treated post.
- Install Rain Sensor on control panel enclosure.
6.8 Spray Field
- Install spray field per system drawings.
- Spray field shall be hand cleared of small brush, debris and vegetation.
- Install perimeter fence per system drawings.
6.9 Irrigation Headworks
- Install headworks per system drawing.
- Install headworks on 6" gravel base.

Tanks and Risers

Septic Tank
"NOTE-ORENCO
_ CAST -IN -PLACE
ADAPTERS FOR
24" RISERS
108"
102"
6"T' 3„
24" 24"
53" 5'." Cj b'
—3" 4"
INLET &
.--. TOP e IEw OUTLET
y "TOP VIEW MEASUREMENTS ARE BOOTS ON
TO WIDEST DIMENSIONS ENDS ONLY
t
108"
INLET I �30 3L OUTLET
10" AIRSPACE 2
i `LIQUID LEVE.
VENT
( 55"
TO BOT TOM OF 4"
5„ AM 50 `/2" OLTLET
TO BOTTOM OF FLOW
4" INLET THROUGH
1 Q..
SIDE VIEW 6
s _
04" e: L28"—
off"
104"
SHOAF PRECAST SEPTIC INC. MODEL: TS 1000 STB
4130 WEST US HWY64 NON TRAFFIC
LEXINGTON, NC 27295
PHONE [phone] Gallon Septic Tank
FAX [phone]
WWW.SHOAFPRECAST.COM
SHOAF-1,000 SEPTIC TANK
STB-347 NON TRAFFIC
LIQUID CAPACITY-1,000 GALLONS/AIRSPACE-10"
TANK HEIGHT-67 z'
BOTTOM OF TANK TO CENTER OF INLET-59"
BOTTOM OF TANK TO CENTER OF OUTLET-57"
LENGTH TO WIDTH RATIO-2 TO 1
SIZE OF INLET & OUTLET-3" OR 4" PIPE
TYPE OF INLET & OUTLET-POLYLOCK OR EQUAL (MEETS ASTM C-923)
CONCRETE PSI-4000; TANK WEIGHT- 10,500 LBS.
REINFORCEMENT PER STATE CODE
SCALE - N.T.S.
STATE
**NOTE-1" BUTYL RUBBER APPROVAL #
MASTIC SEALANT SHOAF-1000
CONTINUOUS IN JOINT
\ '8" STB-347
\ .. 2
I I
2"VENT
SLOT
**NOTE -TEE NOT
SUPPLIED
672" 602 0 0 0 0
4" FLOW
THROUGH
END VIEW
t
48"
C4"

73' 7'?"
""NOTE -USE 24"
CAST -IN -PLACE ORENCO
r RISER ADAPTER
I 150"
I 144"
utlet
24.0000
e
3F"
Pump Tank
a,
15"
MODEL: MS NON -TRAFFIC 2500 PT
NON TRAFFIC MID SEAM PUMP TANK
SHOAF PRECAST INC.
4130 WEST US HWY 64
LEXINGTON, NC 27295
PHONE [phone]
FAX [phone]
i nfo@shoafprecast. com
www. shoafprecast. com
- NC APPROVAL #: PT - 2103
- LIQUID CAPACITY- 2,549 GALLONS
- GALLONS PER INCH-43.95
- PIPE PENETRATIONS - (MEETS ASTM C-923)
- CONCRETE - 5000 PSI MIN.
-TANK WEIGHT- 16,000 #
- TOP - 8,000 #
- BOTTOM - 8,000 #
- REINFORCEMENT PER ENGINEER SPECS
- 1 1/4" BUYTL SEALANT CONTINUOUS IN JOINTS
1
t
5 3"
4 FLOWTHROUGH
72"
78"

PRTA ABS Tank Adapters
Applications
PRTA tank adapters are used to provide a structural, watertight method
of installing a 24-or 30-inch (600- or 750-mm) access riser over a tank
opening.
A s
B
s
General
Orenco's PRTA tank adapters are molded plastic products and there-
fore have excellent part -quality and consistency. PRTA tank adapters
can be cast into a tank or fastened to the top of the tank with a bolt -
down kit. The bolt -down kit consists of either six or twelve (depending
on model) stainless steel concrete anchors and a roll of butyl tape.
The O.D. of the vertical flange matches the I.D. of Orenco's ribbed
risers, which provides a suitable joint to seal with MA320, ADH100,
SS115, or SS140 adhesive.
Cast in Place Tank Adapters
On for each end of each tank.
Standard Models 4 x PRTA24
PRTA24, PRTA30
PRTA24BDKIT (6 anchors), PRTA30BDKIT (12 anchors)
Product Code Diagram
PRTA �0
Riser diameter
24 = 24" riser (Perma-Loc, Ultra -Rib, KOR FLO)
30 = 30" riser (Perma-Loc, Ultra -Rib)
ABS riser tank adapter
Materials of Construction
Tank adapter ABS
Concrete anchors Stainless steel anchor bolts
Sealant Butyl tape
Specifications
Dimensions*
PRTA24
PRTA30
A - Outside dia., in. (mm)
23.38 (594)
29.25 (743)
B - Flange dia., in. (mm)
26.75 (679)
34.25 (870)
C - Horizontal flange width, in. (mm)
2.00 (51)
2.50 (64)
D - Vertical flange height, in. (mm)
3.50 (89)
3.25 (83)
'The tank adapter has a nominal 0 25 inch (6 mm) thickness
Orenco Systems® Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTO-RLA-PRTA-1
Rev. 2.0, © 03/17
Page 1 of 1

Access Risers Ultra=Rib TM
Applications
Orenco's Access Risers provide access to septic tank openings and
can be cast into the tops of concrete tanks, bonded in place, or bolted
down using a riser tank adaptor. They can also be used as valve
enclosures.
Materials of Construction
Ultra-RibTM PVC Pipe: PVC
Specifications
General
Orenco Ultra -Ribs" Access Risers are constructed of ribbed PVC pipe
and are available in 12-, 18-, 21-, and 24-in. diameters. They can be
ordered in 3-in. (76.2-mm) increments in lengths up to 13 ft (3.96 m)
for 12- and 18-in. diameter risers, and up to 14 ft
(4.27 m) for 21- and 24-in, diameter risers. Orenco Ultra -Rib riser
pipe is also available in truckload quantities. A complete line of Orenco
pipe -cutting tools makes it easy to fabricate risers in your shop or in
the field Risers: 5 x RR24 XX
Adjust riser height to allow for
Standard Models minimum 6" above ground.
RR12XX, RU18XX, RR21XX, RR24XX
Product Code Diagram
R❑❑❑+❑+❑
Tischarge grommet option, in. (mm)
Blank = no discharge grommet
10 1 (25
12 = 1�/4 (32)
15 = 1 %s j38)
20 2 (50)
Splice
box grommet or splice box options (chouse one).
Blank
= no grommet or splice box
S
or
= grommet installed,l-in. (25-mm), fits SB1-SB4
L
= grommet installed,l�/4-in. (32-mm), fits SB5-SB6
SX
= hole drilled for 0renco3 external splice boxT
or
61
= grommet and SB1 internal splice box installed
62
= grommet and SB2 internal splice box installed
S3
= grommet and SB3 internal splice box installed
S4
= grommet and SB4 internal splice box installed
L5
= grommet and SB5 internal splice box installed
L6
= grommet and SB6 internal splice box installed
XS
or
= grommet and simplex explosion -proof splice box installed'
XD
= grommet and duplex explosion -proof splice box installedx
XT
= grommet and triplex explosion -proof splice box mstalledx
Riser height in inches (3-in. increments standard)
Riser diameter:
12 = 12-in. %0-mm)*
18 = 18-1n. (450-mm)*
21 21-1n.(525-mm)
24 = 24-in. (600-mm)
Riser type code,
R = 12-In. (300-mm), 21-in. (525-mm), and 24-in. (600-mm) diameters
U = 18-in. (450-mm) diameter
PU = bulk Ultra-RibT" pipe, all diameters
Riser, Ultra -Rib
* Not Intended for use over pump vaults
T Requires minimum 18-m. (457-mm) riser height
I For Class I Division I environments
Model
RR12XX
RU18XX
RR21XX
RR24XX
LD., in. (mm)
11.74 (298)
17.65 (448)
20.50 (521)
23.50 (597)
Wall Thickness - excluding ribs, in. (mm)
0.10 (3)
0.19 (5)
0.25(6)
0.25 (6)
O.D. - including ribs, in. (mm)
13.13 (334)
19.44 (494)
22.63 (575)
25.63 (651)
Weight, Ibs per ft (kg per m)
5(7.4)
11 (16.4)
15 (22.3)
19 (28.3)
Orenco Systems® Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NT0-RLA-RR-2
Rev. 3.0, © 03/17
Page 1 of 1

PVC Riser Installation
Installing PVC Access Risers onto Cast -In Orenco® Riser -Tank Adapters
Access risers provide access to septic tank openings, simplifying inspection and maintenance procedures. Access riser -to -tank connections
must be watertight for the proper functioning of an onsite septic system or effluent sewer system. Orenco strongly recommends watertightness
testing of all access riser -to -tank connections after installation.
Following are instruction sets for prepping and installing access risers, installing grommets, and selecting adhesives for riser installations.
Refer to the chart below to determine which instruction set to use.
InstructionSet ....................................... ........................... Page
1. Riser Preparation ..................................................................................1
2. Grommet Installation............................................................................... 2
3. Riser Installation — PRTA24-2 Adapters................................................................. 3
4. Riser Installation — RRFTA24, P,RFTA30, PP,TA24, PP,TA30, FRTA24-RVF, and FRTA30-FRP Adapters .................... 4
5. Riser Installation — Orenco FRP Tanks with 24-inch-Diameter (600-mm) Risers ................................... 5
6. Riser Watertightness Testing.......................................................................... 6
7. Adhesive Selection and Quantities...................................................................... 7
Instruction Set 1: Riser Preparation
Step 1: Determine Riser Height
Determine how high the riser needs to be.
• The top of the riser should be about 3 inches (75 mm) above finished grade
after installation and backfilling —This allows 2 inches (50 mm) for tank
settling and 1 inch (25 mm) for ensuring drainage away from the riser.
Step 2. Cut Riser to Size (if Necessary)
If the riser needs to be cut to size, cut it with a circular saw or table saw
• Always cut excess length from the bottom of the riser.
• For square, even cuts, a good fit, and a watertight joint between the riser
and the adapter, use an Orenco riser -cutting saw guide.
• To install risers less than 30 inches (760 mm) wide onto 500-gallon
(2000-L) Orenco FRP tanks, cut the riser so it fits into the tank and the
lowest rib rests on the tank's top, as shown.
Step 3: Dry Fit Riser to Adapter
Step 3a: Dry fit the riser to the adapter.
• Make sure riser penetrations are the right sizes and in the correct locations.
Step 3b: If the riser is higher than 3 inches (75 mm) above the estimated final
grade, cut it to size per the instructions in Step 2.
Step 3c: If the riser is too short, use an Orenco grade ring to extend it.
ODetermine riser height
3 inches (75 mm)
o a :t
:`•
ob o ,'d
Riser prep for 500-gal. (2000-L) Orenco FRP tanks
Orenco Systems®, Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NIN-RLA-RR-1
Rev. 7.0, © 03/17
Page 1 of 7

Instruction Set 2: Grommet Installation
Step 1: Mark Access Riser
Step 1a: Use the site plans or drawings to find out if riser penetrations are needed.
Step 1 b: Use the plans or drawing to mark the locations of the penetrations.
• If plans or drawings aren't available, use Drawing 1 b as a general guide
for locating riser penetrations.
Step 2. Drill Holes and Clean Access Riser
Step 2a: Drill holes for riser penetrations.
• If you have questions about where to locate various riser penetrations,
contact your Distributor for more information.
Using Orenco® RKHS Hole Saws ...
Cut the hole and grind the ribs down to make a flat, smooth surface for
installing the grommet.
• Make sure your hole saw is the correct size and your drill is at least 18 volts.
• Don't grind too deeply — about 1/16 inch (1.6 mm) is deep enough.
Using Standard Hole Saws ...
1: Use the correctly sized hole saw to cut a hole, centered on the mark.
2: Trim the riser ribs back 1 inch (25 mm) from around the hole.
• Use a grinder or cutting tool to notch the ribs through to the riser wall.
• Use a hammer and chisel to break off the notched rib sections.
• Use a grinder to make a flat, smooth surface around the hole.
Step 2b: Clean and deburr the hole and flat surface with a wire brush and
deburring knife or tool.
• Be careful not to enlarge the penetration.
Step 3: Install Grommet
Step 3a: Apply a bead of adhesive to the groove in the grommet's outer diameter.
• For adhesive recommendations, see Instruction Set 7
Step 3b: Firmly press the grommet into the penetration.
Grommet Hole Sizing Guide
Grommet size, inches (nominal IPS pipe size)
I Hole saw size
112
1
3/4
1-1/4
1
1-9/16
1-1/4
1-3/4
1-1/2
2-118
2
2-3/4
3
3-7/8
�4
5
For more information on grommet dimensions and actual pipe O.D., see the Orenco Technical Data
Sheet for grommets, NTD-RLA-PG-1
Grommet for
splice box
(at 12 o'clock)
mmet for
;harge assembly
,u. 3 or 9 o'clock)
NIN-RLA-RR-1 Orenco Systems®, Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com
Rev. 7.05 © 03/17
Page 2 of 7

99MOU
Cutaway view of Orenco® PRTA24-2, cast into
concrete tank with 24-inch (600-mm) access
riser attached
Instruction Set 3.
Riser Installation — PRTA24-2 Adapters
Step 1: Prep Adapter Channel and Riser
Step 1a: Roughen the adapter channel and the bottom surfaces of the riser
with sandpaper.
Step 1 b: Use a clean cloth and acetone or alcohol to clean the channel and the
bottom surfaces of the riser.
• The channel must be clean and dry for a good fit and watertight joint.
• Let the acetone or alcohol dry completely.
Step 2. Apply Adhesive -
Fill the channel with methacrylate adhesive.
• For adhesive recommendations, see Instruction Set 7.
Note: If you're using a methacrylate adhesive that's non -self -leveling, use
enough to fully fill the channel, with no voids in the adhesive.
Step 3: Install Riser
Step 3a: If the riser has penetrations, align the riser correctly.
Step 3b: Firmly press the bottom of the riser into the channel.
• Twist the riser back and forth slightly to fully seat it and to create a good bond.
• If the inside seam is not completely filled, add adhesive to form a complete
fillet.
Step 3c: Use a tongue depressor, putty knife, or clean cloth to make a good
fillet over the inside seam.
Note. If cold weather conditions or frost heave are a concern at the site, contact
a qualified engineer or Orenco for additional recommendations on installing ribbed
PVC risers.
IMPORTANT- Orenco strongly recommends that all tank risers 12-in. (300-mm)
and larger in diameter be equipped with riser safety grates to help prevent
accidental or unauthorized entry.
Step . st Riser Watertightness
Follow Instruction Set 6 of this document for testing the riser's watertightness.
Note: Watertight connections are critical for the wastewater system to function
effectively and efficiently.
Orenco Systems®, Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NIN-RLA-RR-1
Rev. 7.0, © 03/17
Page 3 of 7

Instruction Set 4:
Riser Installation — RRFTA24, RRFTA30, PRTA24,
PRTA30, FRTA24-RVF, and FRTA30-FRP Adapters
Step 1: Prep Adapter and Riser
Step 1a: Roughen the bonding surfaces of the adapter and riser with
sandpaper.
Step 1b: Use a clean cloth and acetone or alcohol to clean the bonding
surfaces of the adapter and the riser.
• The bonding surfaces must be clean and dry for a good fit and watertight joint.
• Let the acetone or alcohol dry completely.
Step 2: Apply Methacrylate Adhesive
Apply a bead of methacrylate adhesive to the outside of the adapter.
• For adhesive recommendations, see Instruction Set 7.
Step 3. Install Riser
Step 3a: If the riser has penetrations, align the riser correctly.
Step 3b: Firmly press the riser onto the adapter until the bottom of the riser is
resting on the concrete (cast -in adapters) or the adapter flange (bolted -down
adapters).
• Twist the riser back and forth slightly to fully seat it and to create a good bond.
Step 3c: Apply a bead of methacrylate adhesive to the inside of the access
riser -adapter joint.
Step 3d: Use a putty knife, tongue depressor, or clean shop rag to make a
continuous fillet on the inside of the access riser -adapter joint.
Note: If cold weather conditions or frost heave are a concern at the site, contact
a qualified engineer or Orenco for additional recommendations on installing ribbed
PVC risers.
IMPORTANT Orenco strongly recommends that all tank risers 12-in. (300-mm)
and larger in diameter be equipped with riser safety grates to help prevent
accidental or unauthorized entry.
Step 4. Test Riser Watertightness
Follow Instruction Set 6 of this document for testing the riser's watertightness.
Note: Watertight connections are critical for the wastewater system to function
effectively and efficiently.
a
NIN-RLA-RR-1 Orenco Systems®, Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com
Rev. 7.05 © 03/17
Page 4 of 7

Instruction Set 5:
Riser Installation — Orenco FRP Tanks with 24-inch-
}
Diameter (600-mm) Risers
Cross-section detail of adhesive fillet Step 1: Prep Tank and Riser
on inside seam of 1000-gal. (3785-L)
tank with 24-inch (600-mm) riser Step 1 a: Roughen the bonding surfaces of the tank and the riser with
sandpaper.
7
I Step 1b: Use a clean cloth and acetone or alcohol to clean the roughened tank
surface and the bottom surfaces of the riser.
• The surfaces must be clean and dry for a good fit and watertight joint.
• Let the acetone or alcohol dry completely.
I Step 2: Apply Methacrylate Adhesive
Cross-section detail of adhesive
Apply methacrylate adhesive to the bonding surfaces of the tank and the riser.
fillet on outside seam of 500-gal.
(1890-L) tank with 24-inch
• For adhesive recommendations, see Instruction Set 7.
(600-mm) riser
PC
Step 3: Install Riser
Step 3a: If the riser has penetrations, align the riser correctly.
Step 3b: Press the riser into position
• For 1000-gal. through 2000-gal. tanks (3785-L through 7570-L), firmly press
the riser onto the tank opening
• For 500-gal. (1890-L) tanks, firmly press the riser into the tank opening.
• Twist the riser back and forth slightly to fully seat it and create a good bond.
• If the seams aren't completely filled, add adhesive to form a complete fillet.
Step 3c: Use a tongue depressor, putty knife, or clean cloth to make a good
fillet over the seams.
Note: If cold weather conditions or frost heave are a concern at the site, contact
a qualified engineer or Orenco for additional recommendations on installing ribbed
PVC risers.
IMPORTANT Orenco strongly recommends that all tank risers 12-in. (300-mm)
and larger in diameter be equipped with riser safety grates to help prevent
accidental or unauthorized entry.
Step 4: Test Riser Watertightness
Follow Instruction Set 6 of this document for testing the riser's watertightness.
Note: Watertight connections are critical for the wastewater system to function
effectively and efficiently.
Orenco Systems®, Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NIN-RLA-RR-1
Rev. 7.0, © 03/17
Page 5 of 7

Instruction Set 6: Riser Watertightness Testing
Watertightness test
IMPORTANT A watertight tank and watertight riser -to -tank connections are
critical for the wastewater system to function effectively and efficiently.
Step 1: Prep for Test
Step 1a: Make sure the adhesive seams have set and the tank has been backfilled
according to the manufacturer's instructions — typically to the tank's midpoint.
Step 1 b: Plug the inlet (and outlet, if present) of the tank with watertight plugs
Step 1 c: Fill the tank with water to a level 2 inches (51 mm) into the riser.
Step 2: Test Watertightness
Step 2a: Wait for the required time before inspecting the riser -to -tank
connections for leakage.
• Follow the tank manufacturer's recommendations (or applicable local regula-
tions) for wait times before inspecting the tank for leaks.
• Orenco recommends at least 30 minutes for its fiberglass tanks.
Step 2b: Check for any drop in the liquid level inside of the riser and any visible
leakage from the riser -to -tank connections.
• At the end of the test, there should be no drop in liquid level and no visible
leakage from seams, pinholes, or other imperfections.
• If leaks are found during the test, seal the leaks and repeat the test.
Step 2c: Once the riser -to -tank connections are proven watertight, remove the
plug(s) and drop the water level in the tank to just below the invert of the inlet or
outlet, whichever is lower.
Access riser
Fill the tank to a
level 2 in. (51 mm)
into the riser
y 2 in.
Tank brim (51 mm)
NIN-RLA-RR-1 Orenco Systems®, Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com
Rev. 7.05 © 03/17
Page 6 of 7

Instruction Set 7: Adhesive Selection and Quantities
Use the table below to select the correct adhesive and quantity for your grommet or riser installation(s). Be sure to check the expiration
date on the adhesive package. If the adhesive is expired, do not use it to install Orenco components.
Note: Before installing a riser on an Orenco riser -tank adapter with an adhesive not recommended in the table below, contact your
Distributor or Orenco.
Component
Adhesive Type and Approximate Usage
MA8120
SA510
MA320
IPS 810
ADH100
300/300-mL cartridge
300/300-mL cartridge
7-o7 (200-mL)
1-pint (473-mL)
10.2-07 (300-mL) tube
(600-mL total)
(600-mL total)
packet
1-quart (946-mL)
Grommets
n/a
n/a
n/a
n/a
various quantities
Riser Tank
FRTA36
1 cartridge'
1 cartridge'
n/a
n/a
n/a
Adapters
PRTA24
%2 cartridge`
Yzcartridge*
1 packet
n/a
1 tube
PRTA24-2
_> Y2 cartridge'
>_ Y2 cartridge'
n/a
< 1 pint
n/a
PRTA30
< 1 cartridge"
< 1 cartridge"
2 packets
n/a
2 tubes
RRFTA24
%2 cartridge`
Yz cartridge'
1 packet
n/a
1 tube
RRFTA30
1 cartridge'
1 cartridge`
2 packets
n/a
n/a
" Indicates preferred adhesive for this application
Orenco Systems®, Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NIN-RLA-RR-1
Rev. 7.0, © 03/17
Page 7 of 7

DuraFiber'"' Access Lids
Applications
Orenco° DuraFiber" Access Lids provide a secure, damage -resistant
covering for ribbed PVC and HDPF risers, pump basins, and access
ports. They are not recommended for vehicular traffic. 24-inch (600-mm)
DuraFiber lids require an RLA24 adapter to mate to 24-inch (600-mm)
Perma-Loci" pipe. 30-inch (750-mm) DuraFiber lids are not compatible
with 30-inch (750-mm) RLA Riser -Lid -Adapters or 30-inch (750-mm)
Perma-Loc pipe. For these products, use Orenco's FLF-Series lids.
General
DuraFiber Access Lids are constructed of resin -infused fiberglass fabrics
for extreme durability and damage resistance, with breaking strengths in
excess of 20,000 pounds (9,000 kg).
They feature flat -style flanges for easier access, allowing clean, flush -to -
grade installations. They have cored centering rings for aligning lids with
risers. They also have urethane gaskets to help provide watertight seals.
DuraFiber Lids feature a non-skid surface for better grip and aesthet-
ics, a molded -in caution statement, and room for a customer logo. They
come with four 516-inch stainless steel flathead socket cap screws and
a hex key wrench.
Durafiber Lids are available with optional insulation, installed at the fac-
tory or in kits that can be installed in the field.
Standard Models
FLD24G, FLD24GATX, FLD24GW, FLD30G, FLD30GATX, FLD30GW
Product Code Diagram
FLp c Riser Lids
co
rFLD 24G (5)
lor and logo options:
Blank = green color lid
B = brown color lid
C custom logo
ATX = AdvanTexllogo
w = warning label
It sulatmlr*
ZBlank - no insulation
12 = 2-inch (50-mm) insulation installed
14 = 4-Inch (100-mm) insulation installed
Vent and filter options.
Blank = no vent or filter options
V — vent
CF = carbon filter
Gasket options:
G = gasket (standard)
Blank = no gasket
Lid diameter, in. (rung,
24 = 24 (600)
30 = 30 Q50)
DuraFiber"fiberglass lid
Insulation has an R-value of 10 per 2-Inch (50-mm) increment.
H
Y
4
B a �.
c ►I
Materials of Construction:
Lid
Fiberglass reinforced polyester
Gasket
Urethane
Centering ring core
Structural foam
Mounting hardware
Stainless steel
Insulation (optional)
Closed -cell foam
Insulation mounting hardware Stainless steel
Specifications
Model
FLD24XX
A in. (mm)
26 (660)
B, in. (mm)
1'/2 (38)
C, in. (mm)
231/4 (590)
Gasket width, in. (mm)
3/ (19)
Bolt hole diameter, in. (mm)
5/6 (8)
Weight, Ibs (kg)
11 (5)
Bolt holes, per lid
4
FLD30XX
33 (838)
1 /2 (38)
291/4 (743)
s/, (1 g)
5/j 6 (8)
20 (9)
4
Orenco Systems® Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-RLA-FL-4
Rev. 3.0, © 10/17
Page 1 of 1

External Splice Box
Applications
The Orencos External Splice Box attaches outside the access riser of an
underground tank. It is engineered specifically for water and wastewater
treatment systems and is especially suited for use in locations prone to
high groundwater and other wet conditions. Its separate conduit hubs,
large volume, and optional dividers make it useful for maintaining isolation
of high and low voltage wires where needed. It has four cord grips which
accommodate power cords for floats and pumps of 0.170 - 0.470 inches
(4.3 - 11.9 mm) in diameter. Unused cord grips can be plugged watertight
with the supplied cord grip plugs. Each External Splice Box is provided with
a hole -cutting template to simplify installation on the riser and a 4-inch
(100-mm) diameter grommet for the riser penetration.
SBEX1-5
Use as needed.
Run pump and float cords through Splice Box to Panel.
DO NOT CUT WIRES IN SPLICE BOX IF POSSIBLE
:.J
General
To specify the Orenco External Splice Box for your installation, require the
following:
• Watertight for prolonged submergence per UL listing (Type 6P)
• Attachment external to access riser to allow inspection with no need
to open the riser lid
• Volume of 100 in.' (1639 cml) for easy wiring access and to
accommodate multiple wiring configurations
• Bottom entry, so conduit or direct -bury cable always remains below
minimum burial depth
• Molded of UL (f1) rated plastic, resistant to cold and UV exposure,
suitable for external applications
• Optional divider plates available for isolating high and low voltage
wires from separate conduits or direct -bury cable
Standard Models
SBEX1-4, SBEXI -4-P
Product Code Diagram
SBEX14 - TO
Blank = no divider plates
P = divider plates
External splice box
U
The External Splice Box is molded
I•
of a UL (f1) rated PVC alloy. It has
a UL Tj1pe 6P listing for prolonged
submergence.
Orenco Systems® Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTo-SBEx-1
Rev. 3.0, © 10/17
Page 1 of 2

Physical Specifications Materials of Construction
Volume
Cord grips
Cord grip plugs
Cord diameters
accommodated
Conduit hubs
Conduit hub plug
Conduit sizes
accommodated
Dia. of hole into riser
Cord grip
plugs (3)
100 in.3 (1639 cml)
4 per SBEX
3 per SBEX
0.170- 0.470 in. (4.3 - 11.9 mm)
2
1
3/ in.,1 in. (with coupling), �/2 in. (with fitting or bell end)
5 in. (127 mm), hole -cutting template included
Wo
Wo
Cord grips Cord grip
(4) plate
Optional
divider
Threa
Splice box
Cord grips
Cord grip plugs
0-rings
Conduit hub plug
4-in. (100-mm) grommet'
' Grommet not shown in illustration belcw
5.24 in.(133 mm)
8.25 in. (133 mm)
PVC alloy
Nylon
EPDM rubber
Buna rubber
PVC per ASTM D-1784
EPDM rubber
duit
nuns (2)
Za- Conduit
hub plug (1)
I
Optional
divider
NT0-SBEX-1 Orenco Systems® Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com
Rev. 3.05 © 10/17
Page 2 of 2

— STFI SECURITY NET
C,M::C74
I
6
]0 tleglan
n�
STF-RBZ495EGMENTEO RISER
FEATURES
Use as a security measure to keep
persons, especially children, from
accidental entry while systems are
being serviced or any other instance
where a cover is removed
o Available to fit 18", 24", and 30"
diameter risers
Open areas in web are large enough
to allow tanks to be pumped without
having to remove the security net
Installs easily in our segmented riser
and others
Install safety net in all risers not
containing an inner lid.
Order part No. STF-N18
STF-N24
STF-N30
CAD detail drawing available in DXF format
U.S. Patent Pending
RELATED PRODUCTS
STF-CI24 page 5
STF-APC24G page 6
STF-APC24B page 6
STF-R824B page 9
STF-AR24 page 9
STF-APC24GI-075 page 14
STF-APC24BI-075 page 14
STF-APC24GI-100 page 14
STF-APC24BI-100 page 14
STF-APL24G page 14
STF-APL24B page 14
PAGE
Toll Free 888-999-3290 Office 231-582-1020 Fax [phone] Email [e-mail] Web www.gag-simtech.com 111

Septic Tank Effluent Filter

8-in. to 15-in. Dia. Biotube Effluent Filters
Applications
Orenco° 8-inch to 15-inch Biotube° Effluent Filters are designed to
remove solids from effluent leaving commercial septic tanks. They can be
used in new and existing tanks.
General
Orenco° 8-inch to 15-inch Biotube° Effluent Filters* are used to improve
the quality of effluent exiting a commercial septic tank. The Biotube
cartridge fits snugly in the vault and is removable for maintenance, the
handle assembly snaps into the notches in the top of the vault, and the
tee handle can be extended for easy removal of the cartridge. A "base
inlet" model (see p. 2) is available for low -profile tanks. An optional slide
rail system, available on larger models, simplifies installation and provides
tank access for servicing.
Handle assembly
1—
Alarm float assembly
(ordered separately)
oo�
Pipe coupling
Biotubes
ge jv�lnlet
Vault
holes ,;
Support coupling
Support bracket
Cutaway view Side view
.Orenco® Biotube® Effluent Filters are covered under multiple U.S. and international patents.
Standard Models
FT0854-36,FT1254-36,FT1554-36,FT0822-1413,FT1254-36AR
Product Code DiaP_rams
FT 0 ❑ ❑ - 36 ❑ FTP 0854-36
Tleat switch bracket and slide rail options
Blank = no options selected
A = float ztch bracket installed
R = elide rail installedt
Cartridge height, in (mm)
36 = 36 (914), standard
Housing height', in (mm)
48 = 48 (1219)
54 = 54 (1372)
60 = 60 (1524)
66 = 66 (1676-mm)
Rlterdiameter, in (mm)
08 = 08 (200)
12 = 12 (300)
15 = 15 (375)
Filter mesh option
Blank = /-m (3-mm) filter mesh
P = 1fia-in (16-mm)ftlter mesh
Biotube- effluent filter
' Minimum liquid level (MLL) Information
48-m (1219-mm) housing for MLLof 37-46 in (940-1168 mm)
54-m (1372-mm) housing for MLLof 47-63 m (1194-1600 mm)
60-m (1524-mm) housing for MLLof 64-84 m (1626-2134 mm)
66-m (1676-mm) housing for MLLof 85-112 in (2159-2845 mm)
r For12- and 15-m (300- and 375-mm) only, use slide rail option
when only one access is available for the filter chamber
FTD❑22-14B❑
Tloat switch bracket and overflow plate options
Blank = no options selected
A = float switch elbow installed
FSO = overflow plate installed
Base inlet model
Cartridge height, in (mm)
14 = 14 (356), standard
Filter housing height, in (mm)
22 = 22 (558), standard
Rlter diameter, in (mm)
OS = 8 (200)
12 = 12 (300)
Filter mesh option
Blank = %-m (3-mm) filter mesh
P = 1fia-in (16-mm)ftlter mesh
Biotube° effluent filter
Materials of Construction
Vault PVC
Pipe coupling
Handle components
Support coupling and bracket
Biotube° cartridge
PVC
PVC
PVC
Polypropylene and polyethylene
Note: Support coupling and support bracket are available on 12-inch and 15-inch filters only.
Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 •541-459-4449 • www.orenco.com NTD-FT-FT-2
Rev. 2.0, m 03/17
Pagel of 2

Air vents and discharge orifices
A Air vent O
Discharge orifice(s)
8-in. base
inlet models
A
�1.5-in.
~B�
Standard model Base inlet model
Specifications
Model
FT0854-36
FT0822-14B
FT1254-36
A - Cartridge height, in.
36
14
36
B - Nominal diameter, in.
8
8
12
C - Inlet hole height`, in.
22
n/at
22
D - Vault base to invert height, in.
38
13
38
E - Vault height
54
22
54
Number of inlet holes
8
n/a
8
Inlet hole diameter, in.
1.375
n/a
1.375
Number of discharge orifices
2
1
1
Discharge orifice diameter, in.
1.125
1.750
2
Pipe coupling diameter, in.
4
4
4
Number of air vents
1
1
1
Air vent diameter, in.
0.75
1.750
0.75
Filter surface area$, ft2
14.6
6.0
30.0
Flow area", ft2
4.4
1.8
9.0
`Inlet hole height can vary depending on the yu a w o, u,t Lai A. uNwAum hole height is 65-75% of the minimum liquid level
t No inlet holes required, because influent enters between the vault base and the bottom of the filter cartridge.
$ Filter area is defined as the total surface area of all individual Biotubes° within the filter cartridge.
" Flow area is defined as the total open area (area of the mesh openings) of all the individual Biotubes within the filter cartridge.
A
i
FT1254-36AR
36
12
22
38
54
8
1.375
2
4
0.75
30.0
9.0
0
O
12-in. to 15-in.
models
FT1554-36
36
15
22
38
54
8
1.375
2
4
0.75
50.5
15.2
NTD-FT-FT-2 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com
Rev. 2.0, m 03/17
Page 2 of 2

BiotubeO Effluent Filters
Installation, Operation and Maintenance Instructions
FI`08 Models and All Base Inlet Models
U.S. Patent Nos. 5294635 / 4439323
Installation Instructions:
The Biotube Effluent Filter is suspended in the septic tank by the 4" outlet pipe. The filter is composed of a
vault body that will be fixed to the discharge pipe and a removable cartridge that consists of the Biotube
filter cartridge and the extendible handle.
1. Test -fit the effluent filter on the 4" out-
let pipe without gluing. Make sure that
it fits plumb.
Any existing outlet tee will have to be
removed.
2. Ensure sufficient clearance for trouble -
free servicing of filter cartridge. Install
assembly near the tank wall to reduce
any stresses that may be caused by
maintenance.
Sufficient room between the access
port and filter should be provided for
easy removal of solids from the tank.
The cartridge will need to be removed
and cleaned while the tank's solids
content is being pumped -out.
Ca
OrencI Systems'
Incorporated
1-800-348-9843
NIN-FT-FTM-1
Rev. 1.3, ©12/02
Page 1 of 4

Installation Instructions (continued)
3. Once the filter has been fitted properly,
apply primer and PVC cement to the
outside of the outlet pipe and the filter's
4" outlet. Use a multipurpose cement if
the outlet pipe is ABS. Do not use
primer on ABS.
Optional: Stainless steel set screws
may be used instead of glue.
4. Slide the effluent filter onto the 4" pipe
and plumb vertically.
5. Hold the filter in position until the adhe-
sive has time to set (approximately 20
seconds).
6. Extend the handle of the cartridge to an
elevation above the top of the tank for
easy access. Use 3/4" schedule 40 PVC
for extension.
Either use the stainless steel set
screws or glue the extensions in place.
NIN-FT-FTM-1
Rev. 1.3, ©12/02
Page 2 of 4

Installation Instructions (continued)
Optional
In existing tanks or in tanks with poorly
located access ports, it may be
necessary to extend the tank outlet
fitting by using a coupling.
A coupling may also be needed to
bush from 3034 PVC to the schedule
40 outlet of the filter.
Maintenance Instructions:
1. Remove the filter cartridge by lifting it
out of the vault.
2. Spray the cartridge tubes with a hose
to remove material sticking to them.
Make sure the rinse water runs back
into the tank.
3. Inspect the vent hole and modulating
orifices. Spray them clear of any
debris.
Replace the cartridge. Be sure to snap
the cartridge back into the saddle holes
at the top of the cartridge vault.
NI N-FT-FTM-1
Rev. 1.3, © 12/02
Page 3 of 4

Maintenance Instructions (continued)
4. An alarm is optional and will give notice that
the filter needs attention before the building
sewer backs up.
If you have an alarm, check to make sure it
is working by lifting the float switch and
sounding the alarm.
5. Record that you have cleaned the filter and,
if applicable, checked the alarm. Also com-
ment any other observations about the tank
or system.
Make sure to clean up thoroughly when
finished.
Inspection / Maintenance
Date installed:
Model:
Date Cleaned?
inspected yes no
Model Tank:
Single/Double Compartment:
notes:
Size:
NI N-FT-FTM-1
Rev. 1.3, © 12/02
Page 4 of 4

AdvanTex Treatment Component

AdvanTexO AX=RT Treatment Systems
Applications
Orenco's AdvanTex AX-RT Treatment System is a single, complete,
self-contained module that treats septic tank effluent to better than
secondary standards with nitrogen reduction before discharging it by
means of pump or gravity. It is ideal for new home construction, and it
is also well suited for:
• Repairs and retrofits
• Small sites and poor soils
• Sites that require shallow bury
AX2UH1 product image is for illustrative purposes only.
General
Following a septic tank equipped with a Bictube® effluent filter,'
the AdvanTex AX-RT unit eliminates the need for separate recirc,
treatment, and discharge tanks by performing all functions within a
single module. It also reduces the number of risers and lids needed in
the treatment train. For sites requiring antibuoyancy measures, Orenco
offers antifloatation kits.
The heart of the system is the AdvanTex Recirculating Treatment Tank,
a sturdy, watertight, corrosion -proof dicyclopentadiene QGPD) tank
that includes the same dependable, textile treatment media found in
all AdvanTex products.
' Not to be, sold individually in the state of Georgia.
Standard Models
AX20RT-MODE1 A, AX20RT-MODE1 B/10, AX20RT-MODE1 B/30
AX25RT-MODE1 A, AX25RT-MODE1 B/10, AX25RT-MODE1 B/30
Product Code Diagram
AX❑RT ❑❑-❑-❑/❑-❑
T'�5ChDr9' pump vallage options
Bank= 120V
"1 = 230V
Discharge pump options
Blank- re dschage pump
1 g — 1 agpm pmnp o0 6gpm 11.3Esmnnp
tOpnp30 301 .s= (3.2ua)pmp
cold v"ather apt
ans
plan
k= standard lid
UM = ultra -old eveather package
Treatment mode'
MODEL = mode 1, gra�atj discharge M0DESA= mode 3, gravity discharge
MODE B = made 1, pump discharge M0DESB = made 3, pump discharge
UPI disinfection unit option (AX20-RT onlyi
plank = no UV drsinfec4on unit
UPI = AXUVdisinfection unit
IJSE approval option
Blank = standard AdvanTe>F" system
N = NSF-aemned AdvanTex system
AXRT-senea treatment umt
Nominal Ireatment area
25 — 111
AdvanTex Treatment Sysiem
'Made description
Made 1 = standard configuration
Made 3 — pre-anoac return line, enhanced nitrogen reduction
AdvanTex Treatment System AX-RTN Models meet the requirements of
1 Cv, NSF/ANSI Standard 40 for Class I Systems.
Orenco Systems® • 800-348-9843 • [phone] • www.orenco.com
NTD-ATX-AXRT-1
Rev. 3 © 07/21
Page 1 of 2

Components
1. Inlet
2. Recirc/blend chamber
3. Recirc transfer line
4. Recirc pumping system
5. Manifold and spin nozzles
6. Treatment media
7. Tank baffle
8. Recirc return valve
9. Recirc/filtrate chamber
10. Discharge pumping system (pump discharge only)
11. Outlet (pump discharge shown)
12. Splice box
13. Passive air vent
14. Control panel (not shown)
Specifications
Nominal Dimensionst
Length, in (mm)
102 (2591)
Width, in (mm)
62 (1575)
Height, in (mm)
72 (1829)
Overall unit footprint, ftz (ml
44 (4.09)
Visible footprint after installation, ft2 (MI
20 (1.86)
Lid insulation value
R-6 (RSI-1.1)
Dry Weight AX20-RT
AX25-RT
Gravity discharge model, lb (kg) 883 (401)
908 (412)
Pump discharge model, lb (kg) 923 (419)
948 (430)
t Nominal values provided. See AdvanTex Treatment System drawings for exact dimensions.
�II
WV
,
�C -
l'O
_ O
0�=
©-
��i � - =1
4,_
Advan Tex AX RT side view (AX20-RT pump discharge model shown)
• a a o a a a a a o
Advan Tex AX-RT top view (AX20-RT pump discharge model shown)
NTD-ATX-AXRT-1
Rev. 3 © 07/21
Page 2 of 2
Orenco Systems® • 800-348-9843 • [phone] • www.orenco.com

Installation
Manual
Orenco®
S Y S T E M S
1-800-348-9843
[phone]
www.orenco.com

How To Use This Manual............................................................ Page 2
Before You Begin.................................................................. Page 3
Septic Tanks Used in AX-RT Treatment Systems .......................................... Page 3
Standard Unit Components And Functions .............................................. Page 4
Installation Overview............................................................... Page 5
Installation Steps
Step 1:
Review or Sketch Site Plan .......................................................
Page 6
Step 2:
Perform Excavation(s)...........................................................Page
6
Step 3:
Set Septic Tank (If Needed).......................................................
Page 7
Step 4:
Set AX-RT Unit.................................................................Page
8
Step 5:
Install Antibuoyancy Deadmen (If Needed) ............................................
Page 8
Step 6:
Partially Back -fill Excavation(s).....................................................
Page 9
Step 7:
Install Adapters and Risers (If Needed) ...............................................
Page 10
Step 8:
Test Tank and Adapter Seams for Watertightness .......................................
Page 10
Step 9:
Test AX-RT Midseam for Watertightness .............................................
Page 11
Step 10:
Install Effluent Filter............................................................
Page 11
Step 11:
Connect Tank -to -Unit Transport Line(s)..............................................
Page 11
Step 12:
Connect Passive Air Vent .........................................................
Page 12
Step 13:
Connect AX-RT Outlet to Transport Line ..............................................
Page 12
Step 14: Mount Control Panel and Perform Wiring ............................................. Page 12
Step 15: Perform AX-RT Operational Test ................................................... Page 13
Step 16: Complete Backfilling............................................................ Page 15
Pow To Use This Manual mA
This manual contains an Installation Overview and a set of Installation Steps.
• Installation Overview —This is a simple overview of the installation steps. Its purpose is to help you quickly see the suggested order
of operations for installing an AX-RT unit. It is intended as a summary only — it does not provide complete instructions.
• Installation Steps —This provides general instructions for each installation step along with references to detailed installation docu-
ments for specific components. Many Orenco products come with installation instructions and all of these instructions are also provided in
hard copy form in our Orenco Installer Binder. Contact your Dealer or Orenco for a copy of the binder, or find individual instructions online
in the Orenco Document Library at www.orenco.com. There are also steps in this manual covering operations performed before and after
the AX-RT unit is installed that are necessary to successfully complete the installation.
You will find IMPORTANT information, Key Points, and Notes in this manual, marked with easy -to -see visuals:
OIMPORTANT — These point out potential hazards to equipment or people during and after the installation.
QKey Points — These are critical for a quality installation and must be completed in order for your installation to be successful.
�--Y® Notes — These cover useful information and tips that can help make your installation simpler or easier. They may also
provide information on variations in components or methods.
NIM-ATX-AXRT-1 Orenco Systems®, Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com
Rev. 6 © 10/22
Page 2

Before You Begin A j
At Orenco, we work hard to make your installation as easy and "hassle -free" as possible. This manual provides basic information for installing
AdvanTex AX-RTTM treatment units. It is not intended to replace installer training or requirements and instructions detailed in your engineering
plans. If you discover any inconsistencies between your engineering plans and the instructions in this manual, contact your engineer or call
your AdvanTex Dealer. If you are not an Authorized AdvanTex Installer, contact your local AdvanTex Dealer for training and authorization before
installing this system.
The Dealer can provide technical support, training, and replacement components. To find the nearest Dealer, check the Distributor Locator
page at www.orenco.com. If there is no Dealer in your area, call Orenco Systems, Inc. at [phone] or [phone].
Before you begin this installation, read this entire manual and any reference documents you may need to be familiar with to complete the
installation. Also, be sure that the instructions for these products are the most current ones available. Please note that you must perform
the installation according to the current manual or the AdvanTex° Treatment Systems Limited Warranty will be void. You
can make sure your instructions are current by checking our online Document Library at www.orenco.com. You'll save time and money on
installation day, and you'll get fewer call-backs.
Key Point: Inspect your order for completeness and inspect each component for shipping damage. Check to be sure
instructions and items supplied comply with your state and local regulations. Carefully read and follow all instructions. Improper
installation may void warranties.
OIMPORTANT The backwash discharge from a salt -type water softener MUST NOT be plumbed into an AX-RT Treatment Unit
or the preceding septic tank. Failure to follow this instruction, or any other in this manual, will void the system's warranty.
Contact your AdvanTex Dealer if you have any questions about any household plumbing arrangements that may interfere with
the functioning of the system.
Note: All pipe diameters provided are U.S. nominal PVC pipe sizes. If you are using metric pipe, you may need adapters to
connect to the U.S. fittings supplied with AdvanTex Treatment Systems.
Septic Tanks Used in AX-RT Treatment Systems
Be sure that any septic tank used in an AX-RT Treatment System meets the following conditions:
• The tank must conform to an approved and authorized tank design for AdvanTex Systems, and it must meet all applicable regula-
tory requirements (no pour -in -place tanks, no homemade tanks, etc.). Call your local Dealer for specifics.
• The tank must be structurally sound.
• The tank must have at least 1000 gal. (3800 L) capacity for an AX20-RT, 1250 gal. (4730 L) for a 5-bedroom AX25-RT, and 1500
gal. (5680 L) for a 6-bedroom AX25-RT at the normal operating level (below the invert of the outlet).
• The tank must have an at -grade access with a watertight, securable and removable lid. If it doesn't, an at -grade access must be
installed onto the septic tank and be made watertight.
• The tank must be watertight and free of leaks.
• An Orenco effluent filter (model FTSO444-36V, FTW0444-36V, or FT0822-14B) must be installed in the septic tank.
QKey Point: For existing septic tanks — the tank's depth of burial must allow for a minimum fall of 1/8inch per foot (10 mm
per meter or 1 %) from the septic tank's invert of outlet to the AX-RT unit's invert of the inlet. If sufficient fall cannot be met, a
grade ring extension must be installed on the AX-RT or a pumping system will need to be installed in the septic tank to move
the filtered effluent to the AX-RT unit. (Contact your Dealer for assistance.)
All product and performance assertions are based on proper design, installation, operation, and maintenance according to Orenco's current published documentation.
Orenco Systems®, Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NIM-ATX-AXRT-1
Rev. 6 ©10/22
Page 3

Standard Unit Components And Functions
Standard Components (AX20RT-MODE1 B shown):
O Septic tank inlet tee O Recirc-pump system m Discharge pumping system
© Biotube® effluent filter O Manifold and spin nozzles ® AX-RT outlet
O AX-RT inlet and tee 0 Textile media ® Passive air vent
O Treatment tank (recirc/blend chamber) O Tank baffle m Splice box
O Recirc-transfer line m Treatment tank (recirc/filtrate chamber) ® Control panel, not shown
I I
FILL L_L, O ©
Side view, septic tank
I
I
I I
I I
I I
I I
I I
I I
I I
I I
I
I
I
I
I
I
I
I I
I I
I I
I I
I I
I I
I I
I
I
Top view, septic tank
P
Side view, AX-RT unit
SEEN
7
I*
6•I
Top view, AX-RT unit
Raw sewage enters the septic tank through its inlet tee. In the septic tank, the raw sewage separates into a scum layer, a sludge layer,
and a clear zone. Effluent from the clear zone passes through a Biotube® Effluent Filter and is discharged to the recirc/blend chamber
of the AX-RT unit. The effluent flows through the recirc transfer line to the recirc pumping system, which pumps filtered effluent to the
distribution manifold in the top of the unit. Effluent percolates down through the textile media and is divided — by means of a tank baffle
— between the recirc/blend chamber and the recirc/filtrate chamber inside of the unit.
The recirc pumping system's operation is controlled by a timer in the control panel. It allows the pump to dose the textile media for short
periods (usually 40-60 seconds), typically 72 times a day. These frequent "micro -doses," which optimize the treatment process, occur
throughout the day to maintain the proper biological environment.
NIM-ATX-AXRT-1 Orenco Systems®, Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com
Rev. 6 © 10/22
Page 4

Installation Overview
Step 1: Review the site plan. If there is no site plan, draw up a plan including locations and distances.
Step 2: Perform the excavations for the AX-RT unit and (if needed) the septic tank.
Step 3: If the septic tank has not been set, set it according to the manufacturer's instructions.
Step 4: Set the AX-RT unit.
Step 5: Install antibuoyancy deadmen on the AX-RT unit (if needed).
Step 6: Partially backfill the AX-RT unit and (if needed) the septic tank.
Step 7: If the tank adapters and risers have not been installed on the septic tank, install them according to the manufacturer's instructions.
Step 8: If no watertightness test has been performed on the tank and the tank -to -riser connections, perform a watertightness test.
QKey Point. The tank and tank -to -riser connections must pass this test before the AX-RT is connected to the tank.
Step 9: Perform a watertightness test of the AX-RT unit's midseam.
Step 10: If the effluent filter has not been installed in the septic tank, install it according to the manufacturer's instructions.
Step 11: Connect the transport line(s) from the septic tank outlet to the AX-RT unit.
Step 12: Connect the passive air vent to the AX-RT unit.
Step 13: Connect the discharge line to the AX-RT outlet.
Step 14: Install and test the control panel and wiring for the AX-RT unit.
Step 15: Perform an operational test of the AX-RT float switches and pump(s).
Step 16: Complete the backfilling of the AX-RT unit and (if needed) the septic tank.
Orenco Systems®, Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NIM-ATX-AXRT-1
Rev. 6 ©10/22
Page 5

Discharge to
r
drainfield
Paent
vent
II 1 Splice
I boxes
L
AX-PT unit
\ E
I
aft
m
4-ft
�
--_--�
(minimum
c
dietance)
-6
Control
�
panel
118
in.
fall
Cleanout Outlet
riser
OSeptic tank --
� E 5ft D.
14 ft
This is a sample sketch of an AX-RT unit installed parallel
to the septic tank, with no antibuoyancy measures installed.
Distances and estimated fall from the septic tank's invert of
the outlet to the AX-RT unit's invert of the inlet are included.
AX-RT units require 18-24 inches (457-610 mm) space on
all four sides when installed in their own excavation.
Installation Steps EL
Step 1: Review or Sketch Site Plans
Check the site plan for the specifics of your installation.
QKey
Point. If you're installing the AX-RT unit more than 20 ft (6 m)
from the septic tank, contact your Dealer for assistance.
Step 1 a: Detailed Site Plan Provided
Make sure that the plan accurately reflects conditions at the site. If it
doesn't, contact the Designer before scheduling the installation.
Step 1 b: Plan Of Limited Detail Or No Site Plan Provided
If you are installing the AX-RT unit with a plan of limited detail or with no plan,
contact your local Dealer for assistance and then sketch a site plan that is
consistent with the Designer's specifications:
QKey Points:
• Sketch the exact positions of the system components, pipes, electrical
conduits, etc. Account for current and likely future landscape features
in the sketch. (See Panel Installation, EIN-CP-GEN-1, for recommenda-
tions for installing control panels.)
• A minimum fall of 1/8 inch per foot (10 mm per meter or 1 %) is required
from the septic tank's invert of outlet to the AX-RT unit's invert of the inlet.
• The invert of the inlet on the AX-RT is 46 in. (1168 mm) up from the
base of the unit. The outlet is 24 in. (610 mm) down from the top of the
unit for pump dispersal or 41.5 in. (1054 mm) down for gravity dispersal.
• The bottom of the AX-RT lid must sit 2 inches (50 mm) above finished
grade when set and level. Standard unit height is 72 inches (1830 mm);
grade rings increase height by 6 or 12 inches (152 or 305 mm).
• If the AX-RT unit is installed in its own excavation, the unit requires
18-24 inches (457-610 mm) of space on all four sides.
• If the AX-RT unit is installed in tandem with the septic tank, a minimum of
2 ft (610 mm) separation distance is required between the unit and tank.
• If the AX-RT unit is being installed parallel to the septic tank, offset the
unit from the tank by 6 ft (1.8 m) if antibuoyancy measures are neces-
sary or 4 ft (1.2 m) if antibuoyancy measures are not necessary.
Step 2. Perform Excavation(s)
Step 2a: Before excavating, consider the necessary elevations, offsets, and
grade requirements for the AX-RT unit and (if needed) the septic tank.
Step 2b: Perform the excavation(s).
QKey Points:
• Follow the manufacturer's recommendations for excavating the tank area.
• A minimum fall of 1/8 inch per foot (10 mm per meter or 1 %) is
required from the septic tank's invert of outlet to the AX-RT unit's invert
of the inlet.
NIM-ATX-AXRT-1 Orenco Systems®, Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com
Rev. 6 © 10/22
Page 6

Installation Steps is _
Step 2: Perform Excavation(s), cont.
Step 2c: Make sure the bottom of the excavation is suitable for setting the
AX-RT unit and (if needed) the tank: stable, smooth, level, and free of debris,
rocks, and other sharp objects.
QKey Points:
• Follow the manufacturer's instructions for bedding the tank.
• If the bottom of the excavation is uneven or rocky, lay a 4-1n. (100-mm)
bed of sand or pea gravel and compact the material to create an even,
smooth surface.
Step 2d: If the bottom of the excavation is unstable, stabilize the bottom of
the excavation before continuing.
• For unstable base soil (peat, quicksand, muck, soft or highly expansive clay,
etc.), you may need to over -excavate the site depth and set a firm, 6-in.
(152-mm) compacted base of <_'/z- to <_ 3/4-in. (13- to 19-mm) aggregate
or pea gravel.
• For extremely unstable soil, you may need to pour a concrete layer to
stabilize the bottom of the excavation.
• If you have doubt about the soil's stability, consult a local civil or struc-
tural engineer.
Step 3: Set Septic Tank (If Needed)
Set the septic tank according to the manufacturer's instructions.
Use Fiberalass Tank Burial instructions (NIN-TNK-1) to install Orenco's
500-gallon through 2000-gallon (2000-L through 7570-L) Fiberglass Tanks.
OIMPORTANT Take care to keep everyone clear of the excavation
when placing the tank.
QKey Points.
• The tank has to be set at the correct depth to connect to the sewage inlet.
• A minimum fall of 1B inch per foot (10 mm per meter or 1 %) is required
from the septic tank's invert of outlet to the AX-RT unit's invert of the inlet.
Make sure the excavation is stable, smooth, level, and free
from debris, rocks, and sharp objects.
Orenco Systems®, Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NIM-ATX-AXRT-1
Rev. 6 ©10/22
Page 7

Lower the AX-RT unit into position.
12 in. (300 mm)
When using Orenco fiberglass deadmen, be sure to place them
on a small lift of soil 12 inches (300 mm) from the bottom of
the AX-RT.
Installation Steps
Step 4: Set AX-RT Unit
Step 4a: Attach proper lifting equipment to the lifting points on the AX-RT unit.
Step 4b: Carefully lift the unit and lower it into the correct position.
Step 4c: Remove the equipment when the unit is set and level in position.
OIMPORTANT Take care to keep everyone clear of the excavation
when placing the unit. Use a lifting device that will not damage
the unit or the unit's lid.
QKey Points:
• A minimum fall of 1/8 inch per foot (10 mm per meter or 1 %) is required
from the septic tank's invert of outlet to the AX-RT unit's invert of the inlet.
• The bottom of the AX-RT lid must sit 2 inches (50 mm) above finished
grade when set and level.
• If the AX-RT unit is installed in its own excavation, the unit requires
18-24 inches (457-610 mm) of space on all four sides.
• If the AX-RT unit is installed in tandem with the septic tank, a minimum of
2 ft (610 mm) separation distance is required between the unit and tank.
• If the AX-RT unit is being installed parallel to the septic tank, offset the
unit from the tank by 6 ft (1.8 m) if antibuoyancy measures are neces-
sary or 4 ft (1.2 m) if antibuoyancy measures are not necessary.
Step 5: Install Antibuoyancy Deadmen (If Needed) _
Determine if antibuoyancy deadmen are necessary for the installation.
Orenco offers antibuoyancy hardware kits that can be used with Orenco
fiberglass deadmen or concrete deadmen.
0 Deadmen are recommended for all installations.
Deadmen are required if there is a potential for groundwater to be pres-
ent in the excavation at any time, or if surface runoff can fill the excava-
tion at any time, resulting in a "bathtub" effect.
XANote: This effect occurs in dense soils when water fills an excavation
during surface water runoff —usually during a heavy rain event —
before the disturbed soil in the excavation has had time to settle.
If you are unsure whether to install antibuoyancy deadmen or not, con-
sult the system Designer or an engineer.
Step 5a: Installing Orenco Fiberglass Deadmen
Step 5a (i): Build up a 3- to 4-inch (75- to 100-mm) lift of soil on each
side of the unit for the deadmen to rest upon.
Step 5a (ii): Secure the deadmen along the length of the unit, on both
sides, with the antibuoyancy kit hardware. Then lower the unit into the hole.
Step 5a (iii): Place the deadmen at least 12 inches (300 mm) from the
bottom of the unit, and make sure they are level.
NIM-ATX-AXRT-1 Orenco Systems®, Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com
Rev. 6 © 10/22
Page 8

Installation Steps
Step 5: Install Antibuoyancy Deadmen (If Needed), cost.
Step 5b: Installing Concrete Deadmen
Notes:
• We recommend preparing concrete deadmen off site before installation.
• PVC forms for concrete deadmen can be made from 12-in. dia. x 4-ft
long (300-mm x 1200-mm long) PVC half -pipe or chamber material.
• Wooden forms for concrete deadmen can be built 12-in. wide x 6 in.
tall x 4 ft long (300-mm x 150-mm x 1200-mm).
Step 5b (i): Fill two forms halfway with concrete.
Step 5b (ii): Place two #4 reinforcing bars in each of the forms.
Step 5b (iii): Finish filling the forms.
Step 5b (iv): Sink eyebolts from the antibuoyancy hardware kit into the
concrete for attaching the deadmen later.
Step 5b (v): Let the concrete set completely before moving the deadmen.
Step 5b (vi): Use appropriate lifting gear to set the deadmen in place.
Step 5b (vii): Secure the deadmen along the length of the unit, on both
sides, with the antibuoyancy hardware kit and make sure they are level.
Step 6: Partially Backfill Excavation(s) M
Partially backfill around the AX-RT unit and (if needed) the tank. Follow the
manufacturer's instructions for backfilling around the tank. Follow the steps
below to backfill around the AX-RT unit.
OIMPORTANT Bolt down the AX-RT lid before backfilling! Bolting
down the lid increases rigidity and helps prevent deformation.
Step 6a: Fill the AX-RT with 16 in. (410 mm) of water on both sides of the baffle.
Step 6b: Backfill around the unit with a 16-inch (410-mm) layer of material.
QKey Points:
• Do not use native material to backfill if it is primarily sand; very soft or
highly expansive clay; or if it contains debris, large (> 3/-in, or 19-mm)
rocks, sharp rocks, peat, or muck. In these cases, use <_ 3/ inch ( 19
mm) rounded gravel, crushed stone, or pea gravel as fill material. This
material should be washed, free -flowing, and free of debris.
• Do not backfill with sand.
Step 6c: Compact the fill thoroughly with a mechanical compactor.
Step 6d: Fill the AX-RT with water to just above the midseam flange on both IMPORTANT.'
sides of the baffle.
Do not backfill around the unit
Step 6e: Add another 16-inch (410-mm) layer of backfill. unless the lid is bolted down!
Step 6f: Compact the fill to 2-3 inches (50-75 mm) below the midseam flange.
Orenco Systems®, Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NIM-ATX-AXRT-1
Rev. 6 ©10/22
Page 9

See Orenco's PVCAccess Riser Installation (NIN-RLA-RR-1)
instructions for installing access risers on Orenco Tank Adapters.
Watertight seams are critical for proper performance.
Installation Steps -
Step 7: Install Adapters and Risers (If Needed)
Step 7a: Install tank adapters if needed. Follow the manufacturer's instructions.
• Use PRTA24 and PRTA30 Tank Adapter Installation (NIN-TA-PRTA-2)
instructions for installing Orenco PRTA24 or PRTA30 Tank Adapters.
• Use RRFTA and RRFTA30 Tank Adapter Installation (NIN-TA-RRFTA-1)
instructions for installing Orenco RRFTA or RRFTA30 Tank Adapters.
• Use FRTA30-FRP Tank Adapter Installation (NIN-TA-FRTA-1) instructions for
installing Orenco FRTA30-FRP Tank Adapters.
• Use Tank Adapter Installation for Roth Tanks (NIN-TA-RR-2) instructions for
installing Orenco FRTA24-R or PRTA30 Tank Adapters on Roth Fralo tanks.
Step 7b: Install the access risers and any necessary grommets.
Use PVC Access Riser Installation (NIN-RLA-RR-1) instructions for installing
access risers on Orenco Tank Adapters and grommets in access risers.
QKey Points:
Mode 3 systems require a 1-in. (25-mm) grommet in the tank's inlet riser.
The grommet must be on the same side of the riser as the AX-RT unit's
return line.
• The seam between the tank and the tank adapter has to be watertight.
• Watertight seams and penetrations are critical for proper performance.
• Before installing the riser, make sure the riser is the correct height — the
recommended riser height is 2-3 inches (50-75 mm) above final grade.
• Before installing the riser, make sure that the riser penetrations are made
at the correct height to make connections.
• Before installing the riser, make sure the penetrations are aligned correctly.
• After installing the riser, make sure all adhesive seams are smooth, con-
tinuous fillets, free of voids.
• After installing the riser, make sure the adhesive is set before continuing.
Step 8: Test Tank and Adapter Seams For Watertightness .
Step 8a: Test the tank for watertightness if it has not been tested already.
Note: Follow the manufacturer's recommendations for watertight-
ness testing. Some manufacturers require the tank be fully backfilled
before testing watertightness.
Step 8b: Test the tank -to -riser adapter seams for watertightness.
Use PVC Access Riser Installation (NIN-RLA-RR-1) instructions to test the
seams between the access riser, tank adapter, and tank for watertightness.
QKey Points:
• Watertight seams are critical for proper system performance — all tank -
to -riser seams must all pass the watertightness test before you continue.
• Follow all applicable regulations and manufacturer's instructions for water-
tightness testing,
NIM-ATX-AXRT-1 Orenco Systems®, Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com
Rev. 6 © 10/22
Page 10

Installation Steps i
Step 9: Test AX-RT Midseam for Watertightness
Step 9a: Make sure the AX-RT unit is filled with water to 1-2 inches (25-
50 mm) above the midseam flange on both sides of the tank baffle.
Step 9b: Wait 15 minutes and then inspect the midseam flange for leaks.
There should be no drop in liquid level and no visible leakage from the seam.
Step 9c: If there is any leakage, contact your Dealer for information on
repairing the AX-RT unit.
Step 10: Install Effluent Filter
Install the effluent filter after the tank has been water tested.
Step 1Oa: Verify the model of the effluent filter.
Orenco's FTSO444-36V, FTW0444-36V, and FT0822-14B filters are
the only models allowed for use with the AX-RT Treatment Unit.
Step 1Ob: Dry test -fit the effluent filter on the septic tank's outlet pipe.
O!Ts Key Points.
0 Make sure the filter is plumb.
Make sure the filter is snug to the tank wall with enough clearance for
easy removal of the filter cartridge.
Step 1Oc: Secure the filter to the outlet pipe with one of the following methods:
• Glue the filter onto the tank outlet pipe with primer and glue, or
• Secure the filter with a stainless steel set screw.
Step 1Od: If necessary for ease of access, extend the cartridge handle
with a longer length of 3/-inch nominal (20-mm DN) Schedule 40 PVC pipe.
Step 11: Connect Transport Line from Tank to AX4
Step I Ia: Dry fit the 4-inch (100-mm) transport line and any fittings
between the outlet of the septic tank and the inlet of the AX-RT unit.
QKey Point. Confirm there is a minimum fall of 1/8 inch per ft (10
mm per m or 1 %) from the septic tank's invert of outlet to the
AX-RT unit's invert of the inlet.
Step IIb: Glue all of the transport line pieces in place.
OIMPORTANT Do not use primer on ABS parts.
Step 11c: For Mode 3 units, glue all of the return line pieces in place.
• Install the 1-in. (25-mm) return line between the return line port and
the 1-in. (25-mm) grommet for the return line on the tank's inlet riser.
• To avoid siphoning, the return line should allow effluent to pour into the
tank from the height of the riser grommet.
wnnnnnn-
nnnrvrnnnnrrrr��
III 4 's-ice%� J
y
,II
Fill AX-RT unit with water to 1-2 inches (25-50-mm) above
the midseam flange on both sides of the baffle.
Effluent filter installed on the septic tank outlet.
_ I
�::II------))-----=_=--
1 /8 inch minimum fall
Confirm a minimum fall of 1A inch per foot (10 mm per
meter or 1 %) from the septic tank's invert of outlet to
the AX-RT unit's invert of the inlet.
Orenco Systems®, Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NIM-ATX-AXRT-1
Rev. 6 ©10/22
Page 11

® EL
Passive air vent -
5
Install the vent within 20 ft (6 m) of the AX-RT unit.
Wire control panel.
Installation Steps
Step 12. Connect Passive Air Vent
Use 2-inch (50 mm) PVC pipe to plumb the passive air vent to the 2-inch
(50 mm) vent fitting that protrudes from the outlet side of the AX-RT unit.
QKey Points:
• Install the vent within 20 ft (6 m) of the AX-RT unit, preferably near a
wall or other location that will protect it from damage.
• Make sure the vent line is sloped back a minimum of 1/4 inch per foot
(20 mm per meter) so that it can drain back into the unit.
Make sure there are no "bellies" in the line that can collect water.
Make sure the vent's top is a minimum of 3 in. (75 mm) above final grade.
Notes.
• The air vent can easily be hidden by shrubbery or landscaping.
• The air vent can be painted to better blend in with landscaping.
I Step 13. Connect AX-RT Outlet to Transport Lin
Glue the AX-RT discharge plumbing line to the transport line for final discharge.
Step 14: Mount Control Panel and Perform Wiring _
QKey Points:
• This step should be performed by a licensed or qualified electrician.
• Installation instructions, schematics, and wiring diagrams specific to the
panel and float switch configuration are included with each panel. If any of
these is missing, contact your Dealer or Orenco for a replacement.
Step 14a: Install the splice box(es) on the AX-RT using the instructions that
came with it.
Step 14b: Mount the panel using the instructions that came with it.
OIMPORTANT DO NOT mount the control panel on an exterior wall
other than a garage or shop wall! The motor contactor makes a sound
while engaging and disengaging that can be disruptive to residents.
4!TS Key Points:
• Follow all applicable regulations for placement of the control panel.
• Mount the panel within sight of the tank in a service -friendly location.
NIM-ATX-AXRT-1 Orenco Systems®, Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com
Rev. 6 © 10/22
Page 12

Installation Steps i
Step 14. Mount Control Panel and Perform Wiring, cont. ■
Step 14c: Route wires and connect the panel, pump, float switches, and other
equipment shown in the instructions and schematics into the control panel.
OIMPORTANT Follow all applicable regulations and electric codes.
QKey Points.
Use watertight wire connectors (provided) to avoid electrical shorts and
other issues.
0 Be sure to seal the conduit at the control panel and at the splice box
with UL-listed sealing foam, putty, or silicone sealant.
�--X� Note: To help identify wiring runs for individual pumps and float
switches, use different -colored wires for each electrical component.
Step 15. Perform AX-RT Operational Test
OIMPORTANT Before using a generator to operate a pump, contact
your Dealer or Orenco to make sure it can supply sufficient starting
amperage to the pump.
Step 15a: Rotate the manifold so that the spin nozzles face upward.
Step 15b: Remove the cap at the end of the manifold.
Step 15c: Toggle the recirc pump "AUTO/OFF/MAN" switch to "MAN" for
10-20 seconds to flush any debris out of the manifold.
OIMPORTANT Always make sure there is enough water in the
AX-RT's recirc/blend chamber to safely run the pump.
Step 15d: Rotate the manifold so that the spin nozzle faces down and
reinstall the cap on the end of the manifold.
Step 15e: Manually run the recirc pump and adjust the gate valve for
consistent coverage over the textile area and continual water distribution
against the splash guards on the edges of the textile.
Note. If the spin nozzles won't properly distribute with the gate valve fully open,
check for debris, line breaks or damaged valves. Check and verify the pump
has sufficient run voltage and is operating correctly. Contact your Dealer for
additional assistance.
Key Point. If using a pressure gauge for calibration, the residual pressure
in the manifold should be about 4psi. Check for complete spray coverage
over the textile media and adjust the gate valve as needed per Step 15e.
Step 15f: Return the recirc pump "AUTO/OFF/MAN" switch to "AUTO."
Rotate the manifold so spin nozzles face upward.
�l------------
Remove the cap at the end of the manifold.
Atl' just
gate valve
w
Orenco Systems®, Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NIM-ATX-AXRT-1
Rev. 6 ©10/22
Page 13

Installation Steps -
Step 15. Perform AX-RT Operational Test, cont.
Step 15g: If the system uses a VCOM­ control panel, use the instructions that
came with it to place the control panel in "Test Mode." If the system uses an
MVP control panel, go on to the next step.
Step 15h: Check the operation of the recirc chamber's float switches by
raising and lowering the low-level, mid -level, and high-level float in turn and
verifying that each performs its intended function.
• If the AX-RT unit has a discharge pump, continue to step 151.
• If the AX-RT unit has an MVP panel and gravity discharge, go to step 15o.
• If the AX-RT has a VCOM panel and gravity discharge, take the panel
out of "Test Mode" and go to step 15o.
OIMPORTANT Always make sure there is enough water in the
AX-RT's discharge chamber to safely run the pump.
Step 15i: Toggle the discharge pump's "AUTO/OFF/MAN" switch to "MAN"
and verify the pump runs.
Step 15j: Toggle the discharge pump's "AUTO/OFF/MAN" switch to "AUTO."
Step 15k: Check the operation of the discharge chamber's float switches by
raising and lowering the low-level, mid -level, and high-level float in turn and
verifying that each performs its intended function.
For units with a VCOM control panel, take the control panel out of "Test
Mode."
Step 151: Make sure the recirc pump and (if equipped) discharge pump's
"AUTO/OFF/MAN" switches are toggled to "AUTO."
Step 15m: Close and bolt down the lid on the AX-RT unit.
NIM-ATX-AXRT-1 Orenco Systems®, Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com
Rev. 6 © 10/22
Page 14

Installation Steps
Step 16. Complete Backfilling
QKey Points.
• When backfilling, be careful not to alter the slope of any of the pipes.
Brace the pipes or place the pipes on a compacted bed and carefully
fill around them.
• Before backfilling, make sure the AX-RT unit's lid and all riser lids are
bolted down.
Step 16a: Backfill the septic tank excavation if it has not yet been done.
Follow the tank manufacturer's guidelines for backfilling.
Stepl6b: Backfill and compact around the AX-RT unit in maximum 12-inch
(305-mm) lifts.
QKey Points.
• Do not use native material to backfill if it is primarily sand; very soft or
highly expansive clay; or if it contains debris, large (> 3/4-in. or 19-mm)
rocks, sharp rocks, peat, or muck. In these cases, use <_ 3/-in. (<_ 19
mm) rounded gravel, crushed stone, or pea gravel as fill material. This
material should be washed, free -flowing, and free of debris.
• For installations in non -cohesive soils" with high seasonal water tables,
use 3/-inch crushed rock as the backfill material.
0 Do not backfill with sand.
Step 16c: Compact the fill thoroughly with a mechanical compactor.
O!Ts Key Points.
• The bottom of the AX-RT lid should sit 2 inches (50 mm) above final
grade.
• After backfilling, call the system's Service Provider to arrange for the
official System Start-up.
Step 16d: Be sure the AX-RT unit's lid is closed and secured.
Step 16e: Be sure the septic tank's access lids are secured.
"As described in OSHA Standards (29 CFR, Part 1926, Subpart P, Appendix A), noncohesive soils
or granular soils include gravel, sand, or silt with little or no clay content. Granular soil cannot be
molded when moist and crumbles easily when dry. Cohesive soils include clayey silt, sandy clay,
silty clay, clay, and organic clay. Cohesive soil does not crumble, can be excavated with vertical
sideslopes, is hard to break up when dry, and when moist, can be rolled into threads without
crumbling. For example, if at least a 2-inch (51-mm) length of 1/8-inch (3-mm) thread can be
held on one end without tearing, the soil is cohesive.
Backfill the AX-RT in 12-inch (300 mm) lifts.
Orenco Systems®, Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NIM-ATX-AXRT-1
Rev. 6 ©10/22
Page 15

AdvanTex
AX- RT
Applications
0 AdvanTex Treatment Systems are
listed to NSF/ANSI Standards 40
and 245 for Class I Systems.
e &US
LISTED
NIM-ATX-AXRT-1
Rev. 6 ©10/22
Orenco Systems®, Inc.

UV Component

OrencoO UV Disinfection Unit
Applications
The Orenco° UV Disinfection Unit is designed for use in residential
applications after advanced secondary treatment (10 mg/L cBOD5
and TSS) when disinfection is required before dispersal.
It requires installation inside a pump or gravity discharge basin or in a
separate tank following an advanced secondary treatment system.
3-in. (80-mm)
quick -disconnect cou-
pling (2 pieces)
Inlet
Contact
chamber
Teflon® sleeve
UV lamp
Flow -through
spacer
General
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 unit uses no chemicals and has no moving parts. It requires
annual cleaning and lamp replacement.
In side -by -side NSF® testing, the Orenco UV Disinfection Unit reduced
bacteria by 99.999% (5 logs), meeting or exceeding the performance
of other residential UV disinfection units.
The Orenco UV Disinfection Unit comes with a power ballast and a
Orenco® UVIB lamp current sensor, housed in an Orenco control panel to protect the
control panel UV unit's electronic components. The control panel is installed exter-
(shown open) nally, outside of the wet well.
Features/Specifications
• UL-recognized for US and Canada
• Bacteria reduced by 99.999% (5 logs)
,er cord
J grip
• Flow path designed for maximum contact time between effluent and
lamp
led lamp
11e
• Components designed to work together — no piecemeal disinfec-
et
tion assemblies and wiring
• Teflon sleeve to protect lamp and minimize buildup and service
intervals
• Quick -disconnect fitting for easy inspection and unit cleaning
• Power ballast and lamp current sensor housed in a control panel
(not in a wet well) to minimize corrosion and failure due to environ-
mental exposure
Standard Models
UV-1 25/31 -UVIB, UV-1 25/31 -UVIBSUB
Product Code Diagram
UV-125/31— UVIB -F__]
Tower cord length:
Blank = 25 ft (7.62 m)
50 = 50 ft (15.2 m)
Control panel options:
UVIB = panel with audible and visible alarms
UVIBSUB = sub -panel for use with separate control panel
Lamp length:
31 = 31 in. (787 mm)
Lamp output at 1 meter:
125 =125 BW/cm2
Orenco® UV Disinfection Unit, Cutaway View Orenco UV disinfection unit
COS UL-recognized
Orenco Systems° Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-UV-OSI-1
Rev. 2.0, © 03/17
Page 1 of 2

L
I
Si
Orenco UVIB Control Panel
(Shown Opened)
T
A 00 C
f
Orenco UV Disinfection Unit
(Top View)
A
T—
/ L
T�
D
E
F
IF 7 IF
Orenco UV Disinfection Unit
(Side Cutaway View)
Materials of Construction
Panel enclosure
UV -resistant fiberglass, UL Type 4X rated
Hinges and latches
Stainless steel
Cord grip
Nylon
Contact chamber
3-in. (80-mm) diameter Sch 40 black ABS
Inlet tee
3-in. (80-mm) Sch 40 black ABS
Other fittings
Black ABS
Quick -disconnect
Black ABS
coupling
1 Y2-in. IPS outlet
Black ABS
Lamp assembly seal
EPDM rubber
Lamp sleeve
Teflon®
Specifications
Panel Dimensions, in. (mm)
Height
11.5 (290)
Width
9.5(240)
Depth
5.4(135)
UV Unit Dimensions, in. (mm)
A
5.63 (143)
B
10.06 (256)
C
1.50 IPS (40 ON)
D
42.25 (1073)
E
38.56 (979)
F
34.50 (876)
Inlet -to -outlet fall
0.50 (13)
UV Unit Performance
Typical contact chamber 276,000 µWs/cm2 at 1 gpm (0.06 L/sec)
UV dose (65% trans- 55,000 µW_s/cm2 at 5 gpm (0.32 L/sec)
mittance, 20% lamp 28,000 µWs/cm2 at 10 gpm (0.63 L/sec)
degradation)
Minimum target dose 30,000-38,000 µWs/cm2
Lamp 31 inches (787 mm), 92 VAC, 50 or 60 Hz,
Power cord
Cord plug
Ballast
Audible alarm*
Visual alarm*
Circuit breaker
` UVIB control panels only
425 mA, 38 W; 254 nm WC intensity at 1 m
is 125 µW/cm2
60OV,18/2 UL Type TC
UL listed four -pin connector, lampholder,
electric discharge,1000 V or less
120V, AC, 50 or 60 Hz, located in UL listed
Orem& control panel
95 dB at 24 in. (610 mm), warble -tone sound
'A -in. (22-mm) diameter red lens, "Push -to -
silence." UL Type 4X rated,1 W LED light,120 V
10 A, OFF/ON switch. Single -pole 120 V".
DIN rail mounting with thermal magnetic
tripping characteristics
NTD-UV-OSI-1 Orenco Systems° Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com
Rev. 2.0, © 03/17
Page 2 of 2

Recirculation and Irrigation Pumps

Orencoo PF-Series 60Hz, 1 -Phase Pumps
Applications
Orenco's 60Hz, 1 -phase, 4in (100mm) Submersible Effluent Pumps
are designed to transport screened effluent (with low TSS counts) from
septic or dosing tanks. These pumps are engineered using lightweight,
corrosion -resistant stainless steel and polymers, and are field ser-
viceable and repairable with common tools. They're also CSA and UL
certified to US and Canadian safety standards for effluent pumps.
PF-Series pumps are used in a variety of applications, including
pressurized drainfields, packed -bed filters, mounds, aerobic units,
effluent irrigation, liquid -only (effluent) sewers, wetlands, lagoons, and
more. These pumps are designed to be used with a Biotube® pump
vault or after a secondary treatment system.
Discharge
connection
Franklin liquid
end
— Suction connection
Franklin
Super Stainless
motor
Powered by
S�® 0 Franklin Electric
c us
LR80980
LB2053896
General
To specify this pump for your installation, require the following:
• Minimum 24-hour run -dry capability (liquid end) with no deteriora-
tion in pump life or performance*
• 1 /8in (3mm) bypass orifice to ensure flow recirculation for motor
cooling and to prevent air binding
• 1 /8in (3mm) mesh intake screen to limit solids
• Liquid -end repair kit availability for better long-term cost to own
• TRI-SEAL" floating impeller design on 10, 20, and 30gpm (0.6, 1.3,
and 1.9L/sec) models; floating stack design on 50 and 75gpm (3.2
and 4.7L/sec) models
• Franklin Electric Super Stainless motors are rated for continuous
use and frequent cycling, with surge arrestors, hermetically sealed
motor housing for moisture -free windings, and Kingsbury -type
thrust bearing for thrust absorption
• Thermal overload protection trips at 203-221°F (95-105°C) for
1-phase motors through 1.5hp (1.12k"
• Type SCOW 600V motor cable (model PF751512 uses 14 AWG,
SJOOW, 300V cord) Recirculation Pump: PF3005 1
'Not applicable for 5hp (S..73W1 models
Irriqation Pump: PF1005 1 1
Standard Models
See Specifications on page 2 for a list of standard pumps. For a
complete list of available pumps, call Orenco.
Product Code Diagram
PF❑❑❑❑❑'❑'❑
-- -- -- -- -- —
CLK = ClickTightTl compatible
T
ard length, ft (m).t
Blank — 10 (3) 20 — 20 f6)
30 — 30 (9) 50 — 50 f15)
Check valve:
Blank — no internal check valve
CV — internal check valve'
Voltage, nameplate.
1 = 115* 2 = 230
Frequency:
1 = 1-phase, 60H7
Horsepower(k":
05 = 1 /2hp f0.37) 07 = 3/41hp (0.56)
10 = 1hpf0.75) 15 = 11/2hpf1.12)
20 — 2hp f1.50) 30 — Shp f2.24)
50 = 5hp f3.73)
Nominal flaw, gum fL/sec):
10 = 10 f0.6) 20 = 20 f1.3)
30 = 30 (1.9) 50 = 50 f3.2)
75 = 75 f4.7)
Pump, PF-Series
* 1 /2hp (0.371<" only
r A,,ailable far 10gpm (0.6L/sec), 1 /2hp (0.37kq
t Note. 20ft cords are available only for pumps through 1 1 /2hp
Orenco Systems® • 800-348-9843 • [phone] • www.orenco.com NTD-PU-PF-1
Orenco All product and performance assertions are based on proper design, installation, operation, and Rev.12 © 03/23
W A T E R maintenance according to Orenco's current published documentation. Page 1 of 4

Specifications
a
61
d
o
a
y R
m
ca
c
81 V
a
0
a m
0 61 IM
m
R Im
c
CM N
H
R
R R
L E
L
rt+
a^
+. M
t
co a
R
a
67
w rA
i
N !C
e6
yam.
a"'
N a
R
X
m
U
N a
C
C
07 V
d
d
•+ i
Pump Model
c�
s
a z
a
c
*
c m
� .__
* .__
� a
c Q.
PF100511 �
10(0.6)
0.50 (0.37)
1 115
120
12.7
12.7
1'/4in GFP
23.0 (584)
16 (406)
26 (I 2)
300
PF100511 CV'
10(0.6)
0.50 (0.37)
1 115
120
12.7
12.7
1 Y4in GFP
23.0 (584)
16 (406)
26 (I 2)
300
PF100512 s
10(0.6)
0.50 (0.37)
1 230
240
6.3
6.3
1'/4in GFP
23.0 (584)
16 (406)
26 (I 2)
300
PF100712"s s
10(0.6)
0.75 (0.56)
1 230
240
8.3
8.3
1 Y4in GFP
25.9 (658)
17 (432)
30 (I 4)
300
PF101012 s s
10(0.6)
1.00 (0.75)
1 230
240
9.6
9.6
1 Y4in GFP
27.9 (709)
18 (457)
33 (15)
100
PF200511 '
20(1.3)
0.50 (0.37)
1 115
120
12.3
12.5
1Y4in GFP
22.3 (566)
18 (457)
25 (I 1)
300
PF200512 s
20(1.3)
0.50 (0.37)
1 230
240
6.4
6.5
1 Y4in GFP
22.5 (572)
18 (457)
26 (I 2)
300
PF20101241s
20(1.3)
1.00 (0.75)
1 230
240
10.5
10.5
1 Y4in GFP
28.4 (721)
20 (508)
33 (15)
100
PF20151241
20(1.3)
1.50 (1.12)
1 230
240
12.4
12.6
1 Y4in GFP
34.0 (864)
24 (610)
41 (19)
100
IPF300511 s
30(1.9)
0.50 (0.37)
1 115
120
11.8
11.8
1Y4in GFP
21.3 (541)
20 (508)
28 (13)
300
PF300512 s
30(1.9)
0.50 (0.37)
1 230
240
6.2
6.2
1 Y4in GFP
21.3 (541)
20 (508)
25 (I 1)
300
PF300712 '
30(1.9)
0.75 (0.56)
1 230
240
8.5
8.5
1 Y4in GFP
24.8 (630)
21 (533)
29 (13)
300
PF30101241
30(1.9)
1.00 (0.75)
1 230
240
10.4
10.4
1 Y4in GFP
27.0 (686)
22 (559)
32 (15)
100
PF30151241
30(1.9)
1.50 (1.12)
1 230
240
12.6
12.6
1Y4in GFP
32.8 (833)
24 (610)
40 (18)
100
PF302012 s s'
30(1.9)
2.00 (1.49)
1 230
240
11.0
11.0
1 Y4in SS
35.5 (902)
26 (660)
44 (20)
100
PF303012
30(1.9)
3.00 (2.23)
1 230
240
16.8
16.8
1 Y4in SS
44.5 (1130)
33 (838)
54 (24)
100
PF305012
30(1.9)
5.00 (3.73)
1 230
240
25.6
25.8
1 Y4in SS
66.5 (1689)
53 (1346)
82 (37)
100
PF500511 s
50(3.2)
0.50 (0.37)
1 115
120
12.1
12.1
tin SS
20.3 (516)
24 (610)
27 (I 2)
300
PF500512 s
50(3.2)
0.50 (0.37)
1 230
240
6.2
6.2
tin SS
20.3 (516)
24 (610)
27 (I 2)
300
PF500712 s
50(3.2)
0.75 (0.56)
1 230
240
8.5
8.5
tin SS
23.7 (602)
25 (635)
31 (I 4)
300
PF501012 '
50(3.2)
1.00 (0.75)
1 230
240
10.1
10.1
An SS
27.0 (686)
26 (660)
35 (16)
100
PF501512 4
50(3.2)
1.50 (1.12)
1 230
240
12.5
12.6
tin SS
32.5 (826)
30 (762)
41 (19)
100
PF503012 4,
50(3.2)
3.00 (2.23)
1 230
240
17.7
17.7
tin SS
52.0 (1321)
37 (940)
55 (25)
100
PF505012 5 s's
50(3.2)
5.00 (3.73)
1 230
240
26.2
26.4
tin SS
77.0 (1956)
55 (1397)
64 (29)
100
PF751012'
75(4.7)
1.00 (0.75)
1 230
240
9.9
10.0
tin SS
27.0 (686)
27 (686)
34 (15)
100
PF751512
75(4.7)
1.50 (1.12)
1 230
240
12.1
12.3
An SS
33.4 (848)
30 (762)
44 (20)
100
1. GFP = glass -filled polypropylene, SS- stainless steel. The 1 1/4in NPT GFP discharge is 2 7/8in octagonal across flats, the 1 1/4in NPT SS discharge is 2 1/8in octagonal across flats, and the 2in NPT SS
discharge is 2 7/8in hexagonal across flats. Discharge is NPT threaded receptacle -style port, US nominal size, to accommodate Orenco discharge hose and valve assemblies. Consult your Orenco distributor
about fittings to connect hose and valve assemblies to metric -sized piping.
2. Minimum liquid level is for single pumps when installed in an Orenco Bietube Pump Vault or Universal Flow Inducer. In other applications, minimum liquid level should be top of pump. Consult Orenco for more
information.
3. Weight includes carton and 10ft (3m) cord.
4. High-pressure discharge assembly required.
5. Do not use cam -lock option (Q) on discharge assembly.
6. Custom discharge assembly required for these pumps. Contact Orenco.
7. Capacitor pack (sold separately or installed in a custom control panel) required for this pump. Contact Orenco.
8. Torque locks are available for all pumps, and they are supplied with 3hp and 5hp pumps.
9. ClickTight T"" compatible.
1
NTD-PU-PF-1 Orenco Systems® • 800-348-9843 • [phone] • www.orenco.com
Rev.12 ® 03/23
Page 2 of 4

Orenco
S Y S T E M S
Using a Pump Curve
A pump curve helps you determine the best pump for your system. Pump curves show the relationship between flow and pressure (total dynamic
head, or TDH), providing a graphical representation of a pump's optimal performance range. Pumps perform best at their nominal flow rate. These
graphs show optimal pump operation ranges with a solid line and show flow rates outside of these ranges with a dashed line. For the most accurate
pump specification, use Orenco's PumpSelectTM software.
Pump Curves
800 i 160 1 I 1 I 1 I 1
700 140
PF10 Series, 60 Hz, 0.5 - 2.0 hp i PF15 Series, 60 Hz, 0.3 hp
� PF1020
as • \ as
m 600 I \ I c 120 i �'F1F93
5001 \ I O 100I
400 PF1010I 80
300 lwia�
I 60I
PF1005 . :;� \.
200 �—� \ � 40 I
PF1005-FC `\ �� I° I
100 WIN' flow 20 I
controller I
0
0 2 4 6 8 10 12 14 16 0 3 6 9 12 15 18 21 24
Flow in gallons per minute (gpm) Flow in gallons per minute (gpm)
PF3050
PF20 Series, 60 Hz, 0.5 -1.5 hp 0 PF30 Series, 60 Hz, 0.5 - 5.0 hp
350 PF2015 800
CU
c 300I I 700I
250 4 PF2010� I 600
PF3030 \
500I
-mac 200 C
Q Cs 400 PF3020
PF2005�
150 .........:
300 PF3015
I I o200 PF3010.......\.......100 � \
50
100I pF3005 ."''—
J 01
0 5 10 15 20 25 30 35 40 0 5 10 15 20 25 30 35 40 45
Flow in gallons per minute (gpm) Flow in gallons per minute (gpm)
NTD-PU-PF-1 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com
Rev. 5.1, © 02118
Page 4 of 5

Pump Curves, cont.
450 1 1 1 1 1 1 100 1 1 1 1 1 1 1 1 1 1 1 1 d
*�F50 PF50 Series, 60 Hz, 0.5 5.0 hp 90 PF75 Series, 60 Hz, 1.0 - 1.5 hp
400
3501 1 801 1
300 7 0] 70 �E pr-��- ��5030 60
-cz 250
I'' \ 50
-zz .... .... ..
2001
40
150
0 , 11
........ 30
�OF5 0
100 .....
............... 20
PF50­0'7 ............ . 7
.. ............ . PF5005
50 .. 10
01 1 0 1 1
0 10 20 30 40 50 60 70 80 90 0 10 20 30 40 50 60 70 80 90 100
Flow in gallons per minute (gpm) Flow in gallons per minute (gpm)
Orenco SysternsO Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA - 800-348-9843 - 541-459-4449 - www.orenco.com NTD-PU-PF-1
Rev. 5.1, Q 02/18
Page 5 of 5

Control Panel and Rain Sensor

4X6 TREATED POST
RAIN SENSOR MOUNT PANEL
CONTROL DIRECTLY TO POSTS
PANEL OR TO ALUMINUM PLATE
SINGLE 0000 (GRIND OFF PROTRUDING
SCREWS)
CONDUIT i
(no splices)
2X4 TREATED - SECURE
CONDUIT % WITH 4 - 3" DECK SCREWS
SUPPORT / PER POST
RISER OR _li�_ - 2- (min.)
CORRUGATE
PIP
COVER CONDI
MINIMUM 18'
TO PUMP TANK Y
TO POWER SOURCE Y
INSTALL
MULTIPLE
CONDUITS AS
NEEDED
N.T.S.
GRAVEL
TO HEADWORKS
ALL CONDUIT
TO BE 3/4 " (min)
3' BURIAL DEPTH
MINIMUM

VeriCommO AX20B Control Panels
Applications
VeriComm° AX20B remote telemetry control panels are used in
AdvanTex® AX2O Treatment Systems with two pumps for timed recir-
culation and pump discharge. Coupled with the web -based VeriComm
Monitoring System, these affordable control panels give the ability to
remotely monitor and control treatment system operation, with real-
time efficiency to wastewater system operators and maintenance
organizations, while remaining invisible to the homeowner. AX20B
panels allow remote operators to change system parameters, includ-
ing timer settings, from the web interface. Interlocked controls prevent
recirculation pump operation if there is a high-level alarm on the dis-
charge side.
Typical AX20B VeriComm° Control Panel
Standard Models: VCOMAX20B1, VCOMAX20B2
Features, cont.
Advanced Control Logic
• Activates system diagnostics in the event of a float failure or malfunc-
tion and maintains normal system operation until servicing can occur
Communication and Alarm Management
• Provides remote telemetry and a web -based monitoring applica-
tion for communication and alarm management (see VeriComm
Monitoring System, NTD-CP-VCOM-1)
• Updates point values (including timer settings) and queued changes
during each host communication session
• Contacts with host monthly; more frequently during alarm conditions
Multiple Communication Methods
• Call -In to VeriComm® Host (phone line or optional high speed internet)
— Signals critical fault conditions that require immediate attention
(e.g., pump failure) through automatic alarm notifications
— Signals less -critical fault conditions (e.g., stuck float switch) through
automatic alert notifications and triggers the panel's troubleshooting
logic and alternative operating mode
— Sends updates through automatic update notifications, including
alarm updates or all -clear notifications following alarms/alerts, as
well as normally scheduled monthly panel reports
—Allows manual, forced communication from panel to host for updat-
ing point values and receipt of queued changes
• Real -Time, Manual Direct Panel Connection
—Allows a local operator real-time access to detailed logged data
and the ability to change point values through direct connection via
RS-232 serial port from a laptop or Android® device with optional
Bluetooth® kit
keriComm AX20131 SA UV IB PT RG Allows a local operator to initiate an auto -answer mode in real-time
Features (IP Upgrade Kit is required if Internet line is used) to access detailed logged data and the ability to change point val-
ues via direct, forced communication at the site
Three Operating Modes
• "Start -Up Mode" collects trend data and establishes operating stan-
dards during the first 30 days of operation
• "Normal Mode" manages day-to-day functions
• "Test Mode" suspends data collection and alarm reporting during
installation and service
Data Collection and Utilization
• Compiles data logs of system conditions and events such as pump
run times, pump cycles, and alarm conditions
Troubleshooting and Diagnostic Logic
• Reports suspected component failures, which then trigger alarms
Open -architecture software with password security is used during
real-time, manual connections. Orenco offers BT-VCOM software as an
option, but VeriComm panels require no proprietary software. VT100
protocol allows access and control from a Mac or PC computer using a
simple communication program (e.g., Windows® HyperTerminal), with
multilevel password protection ensuring that only qualified personnel can
access the panel's data.
Status Light Indicators
— Flashing green LED for normal operation
—Yellow LEDs for status of digital inputs
— Red LEDs for status of digital outputs and modem activity
UL-recognized and FCC -approved
For more information, try our online demo at www vericomm. net (no password required).
Orenco Systems° Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-CP-VCOM-3
Rev. 2.0, © 06/18
Page 1 of 2

it
O I � O�
O
o 0 0 0 00�
0°° O0
Q �0 o
�ii
u oo
oo eiiii o0 u
io0 0 o 00 Do m
O
r O
0
o
00000a0000 00 ooa o0
O
O
\m
Standard Components
Feature
Specifications
1. VeriComm° Remote
ATRTU-100: 36/18 VAC (center tap transformer); 8 digital inputs, 4 analog inputs, 4 digital outputs, 0 analog outputs,
Telemetry Unit"
on -board modem (2400 baud); LED input and output indicators; 1-year battery backup of data and program settings
2. Motor -Start Contactors
120 V,16 FLA,1 hp (0.75 kW), 60 hz; 2.5 million cycles at FLA (5 million at 50% of FLA)
240 V,16 FLA, 3 hp (2.24 kW), 60 hz; 2.5 million cycles at FLA (5 million at 50% of FLA)
3. Toggle Switch
Single -pole, single -throw, momentary manual switch; 20 A, 3/4 hp (0.75 kW)
4. Controls Circuit Breaker
10 A, OFF/ON switch; single -pole 120 V; DIN rail mounting with thermal magnetic tripping characteristics (240 V units are
available for international markets)
5. Pump Circuit Breaker
20 A, OFF/ON switch; single -pole 120 V or double -pole 240 V; DIN rail mounting with thermal magnetic tripping characteristics
6. Fuse
250 VAC,1 A
7. Transformer
120 VAC primary, 36 VCT Q 0.85 A secondary
8. Audible Alarm
95 dB at 24 in. (610 mm), warble -tone sound
9. Visual Alarm
7/8-in. (22-mm) diameter red lens; "Push -to -silence;" ILL Type 4X rated, 1 W LED light, 120 V
10. Panel Enclosure
Measures 13.51 in. high x 11.29 in. wide x 5.58 in. deep (343 x 287 x 135 mm). UL Type 4X rated. Constructed of
UV -resistant fiberglass; hinges and latch are stainless steel.
'See VeriComm® Monitoring System (NTD-CP-VC0M-1) for details.
Optional Components
Feature Specification(s) Product Code Adder
Pump Run Lights 7/8-in. (22-mm) diameter green lens. ILL Type 4X rated, 1 W LED light, 120 V PRL
Heater Anti -condensation heater; self-adjusting: radiates additional wattage as temperature drops HT
Programmable Timer Discharge pump timed dosing PT
UV Disinfection Compatibility UV grounded power circuit and alarm contacts; pump disable upon UV failure UV
Additional options available on a custom basis. Contact Orenco Controls for more information.
NTD-CP-VCOM-3 Orenco Systems° Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com
Rev. 2.0, © 06/18
Page 2 of 2

Float Switch Assemblies °a
Orenc Systems
Incorporated
1.800-348-9843
Installation, Operation and Maintenance Instructions
Model MF
Installation Instructions
The float switch assembly is typically mounted in the screened pump vault or effluent screen inside of a septic or dosing tank.
The assembly is detachable without removal of the screened pump vault or effluent screen. A typical float switch assembly is
shown below.
Step 1:
Each float cable is provided with a color marker. This marker indicates the
function of the float. Make sure that your float cable color markers corre-
spond with the wiring diagram provided. If the wiring diagram does not
match your float cable marker colors, contact Orenco Systems® Inc. or
your local dealer for assistance.
Step 2:
To check for proper float switch operation, move each switch up and down
and check for interference. Remove the assembly from its holding bracket
by snapping it out of the holding bracket.
o
Float function
color marker
Float stem
Adjustable float
collar
Stainless steel
set screw
Float
© 2003 Orenco Systems® Inc.
NIN-MF-MF-1
Rev. 2.0, © 11/04
Page 1 of 4

Installation Instructions (continued)
U
477
ilk
o� 1
r Mo
�i
Step 3:
If any float interferes with another, the float may be adjusted by loosening
the stainless steel set screw provided in the float collar. Using a phillips
screwdriver, slowly back the screw out of the collar to a point at which the
collar may be adjusted. Be careful not to back the screw completely out of
the collar. Carefully rotate the collar on the stem until the float switches can
move freely past one another. Tighten the stainless steel set screw and
recheck.
Warning: Be careful not to alter the the tether lengths of any of the floats.
Alteration of the tether length may affect proper operation of the float
switch assembly.
Step 4:
Check the float settings with the project plans and specifications. If the set-
tings need to be adjusted, loosen the set screw as described in step 3.
Adjust the float switches to the desired level and tighten the set screw.
Make sure float level settings do not violate any state or local regulations.
Note: The float stem provided is the maximum length possible without
interfering with the pump minimum liquid level or screened pump vault
intake ports. Never lengthen the float stem without prior approval from
Orenco. Lengthening of the float stem will void the warranty.
Step 5:
Replace the float switch assembly in the holding bracket. Make sure the
assembly snaps fully into the bracket.
Step 6:
To allow for easy removal of a float switch assembly, a 1" diameter handle
may be added to the top of the float switch assembly. Measure the distance
from the top of the float switch assembly up to about one foot from grade
level. Cut a 1" diameter PVC pipe to the measured length and glue it into the
handle.
NIN-MF-MF-1
Rev. 2.0, © 11/04
Page 2 of 4
© 2003 Orenco Systems' Inc.

Installation Instructions (continued)
Step 7:
When used with an Orenco electrical splice box:
Push the level control wires through the watertight cord grips into the
electrical splice box. Leave an adequate length of electrical cable coiled
inside the riser to allow for easy removal of the pump and float switch
assembly. Do not remove the colored markers or the paper tags from the
float cables, and do not try to thread the markers and tag through the
cord grip. Tighten the cord grips by hand, not by tool, then test the tight-
ness of the cord grips by tugging on each cable. A cable is secure when
the cord grip is tight enough to prevent slippage. Adequate lengths of
cable should be left within the splice box to allow easy removal for future
disconnecting and resplicing.
Note: See the splice box instructions (E/N-SB-SB-1) and
corresponding splice box diagram for connection instructions.
© 2003 Orenco Systems® Inc. NIN-MF-MF-1
Rev. 2.0, © 11/04
Page 3 of 4

Maintenance Instructions CISOrenco Systems"
Incorporated
1-800-348-9843
During the annual inspection, follow the testing procedures provided to ensure that the system is operating properly. If a float is
found to be faulty, either during the annual inspection or during troubleshooting after an alarm condition, see the section below
titled Removing and Replacing Inoperative Floats.
Removing and Replacing Inoperative Floats
Important: Before doing any work either on the wiring to the level control floats and pump in the vault or in the pump control
panel, switch the circuit breakers in the panel to their "OFF" positions, then switch off the power to the system at the service
entrance panel.
1. Remove the float assembly from the vault.
2. Using a Phillips screwdriver, remove the stainless steel screws from the splice box lid, being careful not to drop the screws
into the tank. If the splice box was submerged, or if there is a crack in the conduit, there may be water in the splice box. If
this is the case, remove water from the splice box with a syringe, sponge, or other appropriate method. Loosen the cord grip
at the splice box and verify the appropriate splice for the float. Unscrew the wire nuts and remove the float.
3. Remove the inoperative float and replace it with a new one. Push the float cable through the watertight cord grip into the
electrical splice box. Leave an adequate length of electrical cord coiled inside the riser to allow for easy removal of the float
assembly. Do not remove the colored markers or the paper tags from the float cords, and do not try to thread the markers and
tag through the cord grip. Tighten the cord grip by hand, notby tool, then test the tightness of the cord grip by tugging on the
cord. A cord is secure when the cord grip is tight enough to prevent slippage. An adequate length of cord should be left
within the splice box to allow for easy removal for future disconnecting and resplicing.
4. Refer to document EIN-SB-SB-1 for instructions to splice the float wire to the wire from the control panel. Attach the float
wires using the waterproof wire nuts. It is necessary to replace this wire nut with a new watertight wire nut. Always use
watertight wire nuts or heat shrink splice kits for all connections!
5. Replace the float and collar and return the assembly to the pump vault.
6. Reconnect power and test the unit.
NIN-MF-MF-1 © 2003 Orenco Systems® Inc.
Rev. 2.0, © 11/04
Page 4 of 4

Float Switch Assemblies
Applications
Float switches are used to signal liquid level positions for alarm and
pump control applications. Orenco float switch assemblies can be
mounted in pump vaults, effluent screens, pump basins, and risers.
On------------
A
x
3
0
3 Set point
�a
s
Y
r
Off ............
Float stem
,01-1
The "On" and "Off" positions describe normally open floats.
For normally closed floats, the functions are reversed.
Materials of Construction
Float housing Impact -resistant, noncorrosive PVC plastic for use in liquids
up to 140' F (60' C)
Float cord,
Flexible 2-conductor (UL, CSA) SJOOW; SuperVu-Tron°
P and N models
Supreme, yellow
Float cord,
Flexible 2-conductor (UL, CSA) SJOW; water-resistant
All other models
(CPQ; neoprene coating
Float collar
ABS
General
All models listed are UL listed and CSA certified for use in water or sew-
age. Non -mercury float switches (models B, C, N, and P) are used where
components containing mercury are prohibited.
Float switches are typically ordered in assemblies that include one or
more switches mounted on a 1-inch PVC float stem. ABS float collars
are used to provide secure mounting that is easily adjustable.
Normally -open T" float switches have a blue cap for easy identifica-
tion; normally -closed "N" float switches have a red cap. T" and "N"
model float switches use Super Vu-Tron® electrical cords for superior
chemical and water resistance.
Standard Models Pump Tank: P (x3)
B,C,G,N,P
MF❑❑'❑❑'❑
❑ord length option:
Blank = 10 ft (3 m), standard
20 = 20 ft (6 m)
30 = 30 ft (9 m)
50 = 50 ft (15 m)
Application:
FS = field set
FTL = elbow -style (base -inlet fitters only)
PB = pump basin
V = pump vault (standard float settings)
STEP = Standard float settings for STEP
STEPRO = Standard float settings for STEP with redundant off
SVGOM = Standard float settings for VGOM simplex
Float stem length:
Blank = no float stem (floats and collars only)
19, 21, 27, 33, 37, 39, 45, 51, 57, 66 = stem length, in.
5,11 = stem length, in. (for elbow -style float brackets)
Float switch models (listed in order from the top of the float stem down):
B, G, G, N, P
Number of float switches (when using multiples of the same float switch model):
Blank = no multiples of the same float switch model
Float switch assembly
Product Code Diagram
When ordering float switch assemblies, remember to list float switches
from the top of the float stem down. An "MFPBN-" nomenclature indi-
cates one T" switch at the top of the stem, one "B" in the middle of
the stem, and one "N" switch at the bottom of the stem; an "MF2PN-"
indicates T" switches at the top and middle of the stem, and one "N"
switch at the bottom of the stem.
Orenco Systems° Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-MF-MF-1
Rev. 3.0, © 03/17
Page 1 of 2

Signal- and Motor -Rated Float Switch Matrix
signal -rated mechanical floats' (for control switch applications)
P Model- Normally open Mechanical Yes
N Mod ela Normally closed Mechanical Yes
Motor -rated floats' (for pump switch applications)
B Model
Normally
open
Mechanical No
C Model
Normally
open
Mechanical No
G Model Normally open Mercury Yes
a. Suitable for use with VCOM and MVP.
b. Standard tether length
Notes
n/a n/a
n/a
2.00 in.
1.50 in.
0.50 in.
2.00 in.
n/a n/a
n/a
2.00 in.
1.50 in.
0.50 in.
2.00 in.
M
120V 13A
1/2 hp
2.00 in.'
2.50 in.
1.50 in.
4.00 in.
240V 13A
1 hp
3.00 in.
3.00 in.
1.50 in.
4.50 in.
4.00 in.
3.25 in.
1.50 in.
4.75 in.
120V 13A
1/2 hp
2.00 in.
3.00 in.
2.50 in.
5.50 in.
240V 15A
2 hp
3.00 in.b
3.50 in.
3.00 in.
6.50 in.
4.00 in.
4.00 in.
3.50 in.
7.50 in.
5.00 in.
4.50 in.
4.00 in.
8.50 in.
6.00 in.
5.25 in.
4.25 in.
9.50 in.
120V 15A
3/4 hp
2.00 in.
1.50 in.
3.00 in.
4.50 in.
240V 15A
2 hp
3.00 in.b
1.75 in.
3.00 in.
4.75 in.
4.00 in.
2.00 in.
3.50 in.
5.50 in.
State: normally open or normally closed
The default state of a float - normally open or normally closed - refers to the contact
positions in the float when the float is resting (down). Float switches have an internal contact.
The terms "normally open"(N/0) and "normally closed" (N/C) refer to the state of the float
switch contact in the down position. A normally open float switch has an open contact (oft) in
the down position and a normally closed float switch has a closed contact (on) in the down
position. Different panel functions require different types of float switches. Most applications
require float switches that are normally open. One notable exception is the redundant off and
low-level alarm function that requires a normally closed float switch, except with MVP and
VCOM panels.
IR (intrinsically safe relay)
Approved for use with intrinsically safe, Class 1, Division 1 applications, where reliable float
switch operation with very low current is required.
3Drawdown
Drawdown (in inches) refers to the difference in liquid level between a float switch' activation
and deactivation points. Drawdown can be altered by adjusting the tether length of the float
switch cord. When selecting float switches, keep in mind that any float switch that can directly
start and stop a pump (one that has no motor contactor in the control panel) should have a
drawdown capability, to avoid rapid cycling of the pump.
Signal -rated or motor -rated
Every float has a maximum amount of current it can handle. Exceeding these limits may cause
premature failure. Signal -rated or "control' floats are used to activate pump control panels
and alarms. Only low -amperage signals pass through these float switches, hence the float
switch is `signal -rated. "All Orenco panels that use motor contactors can use signal -rated float
switches. In some systems, a float switch is used to directly start and stop a pump. In this
application, the current that is running the pump passes through the float switch as well, and
the float switch must be "motor -rated. "In most instances, a motor -rated float switch can be
used as a signal float switch.
NTD-MF-MF-1 Orenco Systems° Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com
Rev. 3.0, © 03/17
Page 2of2

MI NI—CLICK--HV
H1111tel 0
0
The Irrigation Innovators
here's nothing more embarrassing —or more
wasteful or costly —than an irrigation system
that runs when it doesn't have to ... in the rain.
Mini-Clik° provides the simplest, most effective way
to prevent sprinklers from coming on during or after
precipitation. It easily installs on any automatic irrigation
system, then shuts sprinklers off in a storm and keeps
them off, automatically compensating for the amount
of rainfall that occurred. Disks absorb water and expand
proportionally to the amount of rain that fell (e.g., a
t
Mini-Clik Rain Sensor
small cloudburst would result in little absorption, a
6" thunderstorm would lead to more absorption and
expansion). As the moisture -laden disks expand, they
eventually activate a switch that interrupts the circuit from
the controller to the valves. Once dry, they contract and
release the switch. Thus, Mini-Clik rA
automatically resets without everaffecting your controller. There's no better way to ensure that a systemisn't watering when it isn't necessary.
Easily installs on any automatic
irrigation system
Versatile enough to work with all
popular controllers
Patented mechanism cannot be fouled
by dirt or debris
Reliable operation, no false shutdowns
Adjusts to actuate at various
rainfall quantities
Set from 'Is" to 1" based upon your
local conditions
Includes 25 feet of 20 gauge two
conductor wire
Fast and easy mounting out of sight
5-year warranty
Your guarantee of dependable operation
Why You Should Ask for a
Genuine Mini-Clik Sensor:
Adding the patented Mini-Clik
sensor to your system's irrigation
controller is the easy way to make
system operation truly automatic. By
interrupting programmed watering
during rainy periods, the Mini-Clik
can save thousands of gallons of
water each season. Unlike other rain
sensors, the Mini-Clik is accurate, reli-
able, and proven effective in lowering
your water usage.

Models
MINI-CLIK— standard Mini-Clik model
MINI-CLIK-HV —code approved for liquid tight electrical
fittings for 120 or 240 volt wiring applications
MINI-CLIK-C —'/2" female threaded inlet at bottom
MINI-CLIK-NO — normally open switch
MINI-CLIK-C-NO —'/2" female threaded inlet at bottom,
normally open switch
Dimensions
• Height:5 inches
• Length: MINI-CLIK: 6 inches
MINI-CLIK-HV:7'/2 inches
Operating Specifications
• Switch Rating: 5 amps, at 125/250VAC (MINI-CLIK
and MINI-CLIK-C)
• Wiring: MINI-CLIKand MINI-CLIK-C: Typically
interrupts the common ground wire between the
solenoid valves and the controller
MINI-CLIK-HV: For use with high voltage irrigation
systems, and systems using pumps drawing less
than 10 amps peak
MINI-CLIK-NO: for use with controllers that require
a normally open sensor switch
• Included: 25 ft. of #20 two conductor wire, two
mounting screws, controller identification label,
and detailed instructions
By compensating for the effects of natural
rainfall, the Mini-Clik saves water and
typically pays for itself in just one season.
SPECIFICATION GUIDE
EXAMPLE: MINI-CLIK - HV
I I T
MODEL OPTIONS
MINI-CLIK HV=High Voltage Model for 110/220VAC Applications
C - Conduit Mount
NO = Normally Open Switch
Nate: For Mini -Clio, in Sensor Guard enclosure, specify SG -MC.
To add Bypass Switch Box to any non -Hunter controller
installation, specify BPSW with sensor. Bypass switch function
is standard in all Hunter controllers.
Mini-Clik° Rain Sensors
All Mini-Clik rain sensors are UL Listed and available in three different models to
accommodate your particular wiring needs.
r F'-
MINI-CLIK
The standard Mini-Clik model, for use inmost appli-
7 174, cations. Constructed of high impact thermoplastic
and aluminum. Simple click -stop settings accurately
measure rainfall in quantities of %8"to I " Reset rate
is adjustable.
Model: MINI-CLIK
MINI-CLIK-C
Features a %" female threaded inlet at the bottom
to accommodate any type of conduit to enclose
wire. Electrical PVC or plumbing PVC pipe can
be used with this unit since it is intended for 24 volt
applications.
Model: MINI-CLIK-C
MINI-CLIK-HV
Adds in code approved liquid -tight electrical fittings
for 120 or 240 volt wiring applications. Also includes
18 inches of 16 AWG installation wire. Integral
bracket with supplied electrical fittings and conduit.
Ready to mount on any standard junction box.
Model: MINI-CLIK-HV
Bypass Switch Box: Give Any Automatic Controller's Remote
Sensors the Capability to Bypass
It's the easy way to put a system in the manual
mode as would be needed during servicing and
troubleshooting operations. Featuring a compact
heavy-duty switch mechanism, the Bypass Switch
Box mounts quickly and easily with its no -strip
wire connectors and supplied adhesive tape.
Mini -Weather Station: Control
System Operation with Sensors for
Wind, Rain, and Temperature
With the Hunter Mini -Weather Station you get
each of Hunter's three different sensor devices in one
single convenient unit. The Mini-Clik rain sensor shuts
sprinklers off in a storm and keeps them off, automat-
ically compensating for the amount of rainfall that
occurred. The Freeze-Clik° prevents system activation
by automatically stopping the flow of water when
IIPh� 3�11Fh
lodel.• 8PSW
outdoor temperatures drop near freezing. The Wind -
Model: MWS-FR
Clik° shuts off systems during periods of high wind,
then automatically resets the system when conditions are more favorable. Easy to
mount (it attaches to your controller with just two wires) and easy to use, the Mini -
Weather Station takes all the guesswork out of when you shouldn't water.
Hunter Industries Incorporated • The Irrigation Innovators
1940 Diamond Street • San Marcos, California 92078 • TEL: [phone] • FAX: [phone] ©2006 Hunter Industries Incorporated
www.Hunterindustries.com P/N 700592 LIT-277 3/06

Hmdchr®
Mini-Clik Rain Sensors
Installation Instructions
on the controller,
disconnect it. Attach one
wire of the Mini-Clik to the
"common" terminal
(usually marked "C") on
the controller. Attach the
other wire of the Mini-Clik
to the common wire
leading to the valves.
Note: The common wire
to the valves does not
have to be interrupted
at the controller. The
Mini-Clik may be wired
anywhere along the
common wire line.
B. 24 Volt Solenoid Valves
with Booster Pump (See
Figure 4)
Locate the common wire
to the solenoid valves and
the common wire leading
to the coil of the relay that
starts the pump. If these
two wires are connected
to the "common" terminal
on the controller,
disconnect both of them.
Twist together these two
wires along with one wire
from the Mini-Clik, and
secure with a wire nut.
Attach the other wire of
the Mini-Clik to the
"common" terminal on the
controller. Note: The pump
circuit output must be 24
Volts in this situation. Do
not proceed if 110V.
C. Special Instructions for
Mini-Clik-HV (See Figures
5 and 6)
The two taped and
stripped wires are the
ones to be used when
following these accompa-
nying diagrams. The third
wire should be terminated
with a wire nut (not sup-
plied). All wire connec-
tions with the Mini-Clik
should be made with wire
nuts and located in a
junction box.
Where the timer is
controlling a pump, the
relay may be inside the
timer, external or non-
existent. If there is no
relay in the circuit, one
must be added. The
wiring for an internal or
external relay is the same:
the Mini-Clik breaks the
circuit to the coil of the
relay only. Either wire of
the coil may be broken.
Operation Check to Verify
Correct Wiring
Turn on one zone of the
irrigation system that is
visible while you are in reach
of the Mini-Clik. Manually
Mini-Clik Controller
C 1 2 3 4
Jmcooso
0
0
Third Normally -
Open Lead
� Solenoid
Common Wire to S Valves
All Valves
Figure 3
Controller Mini-Clik
Pump
orMV C
1 2 3 4
TT
(a)rDO0�
o
Line -In o
ITerminate
Normally -
Open Relay
Solenoid
Common Valves
Wire to All
Valves
Line -Out (to Pump)
Figure 4
Mini-Clik-HV
Controller
110v
110V Switched
Input Input
1L�I I
11OV Line Terminate —
♦ 110V
'Solenoid
Valves
Figure 5
Mini-Clik-HV
Controller
Switched
Input Output
1]d f T I
Terminate —
Line -In
I T-
Normally-
Open Relay
Coil
J L
220V to Pump
depress the spindle at the top of the Mini-Clik until you hear the switch "click"
off. The sprinkler zone should stop instantaneously. If it does not, check wiring
for correctness. It is not necessary to "wet" test the Mini-Clik, although it will test
the operation fine, if desired.
Figure 7 The Mini-Clik can keep the irrigation system from
starting or continuing after rainfall quantities of t/a",
t/a", 1/2 % 3/4" or 1 ". To adjust it to the desired shut-
off quantity, rotate the cap on the switch housing
so that the pins are located in the proper slots (see
1/8 Figure 7). Do not forcibly twist the cap as this might
1/4 break the pins.
1/2 3/4
1 The time that it takes the Mini-Clik to reset for
normal sprinkler operation after the rain has
stopped is determined by weather conditions (wind,
IL Vent Ring", -Vent sunlight, humidity, etc.) These conditions will
determine how fast the hygroscopic discs dry out,
and since the turf is also experiencing the same
conditions, their respective drying rates will roughly parallel each other. So when
the turf needs more water, the Mini-Clik is already reset to allow the sprinkler
system to go at the next scheduled cycle.
There is an adjustment capability on the Mini-Clik that will slow down the reset
rate. By turning the "vent ring" (see Figure 7) to completely or partially cover the
ventilation holes, the hygroscopic discs will dry more slowly. This adjustment can
compensate for an `overly sunny" installation location, or peculiar soil conditions.
Experience will best determine the ideal vent setting.
The Hunter ICC and SRC controllers are equipped with a built-in bypass that
allows you to override an active sensor. For controllers not equipped with this
feature, should you desire to bypass the operation of the Mini-Clik for any reason
(i.e., turn on your system even though the Mini-Clik has shut `off" due to rainfall),
there are two simple ways to do this. The first is to add our Bypass Switch Box.
This mounts on or next to the controller, and by simply moving the switch, the
Mini-Clik is bypassed. The second method is to go to the Mini-Clik and raise the
"cap" a couple of settings higher or completely remove it. This takes the pressure
off the switch button, which allows the valve circuit to close again.
Note: Using the "manual"switch on non -Hunter controllers typically will not
bypass the sensor.
There is no required maintenance for the unit. The Mini-Clik does not have to be
removed or covered for "winterizing" purposes.
Troubleshooting
Follow these simple checks first before assuming the unit is bad and replacing it.
System will not come on at all:
A. First, check to see that the Mini-Clik discs are dry and the switch `clicks" on
and off freely by pressing the top of the spindle.
B. Next, look for breaks in the wire leading to the Mini-Clik and check all wire
junctions.
C. Finally, if the Mini-Clik is dry and the wire leading to it is good, check the Mini-
Clik switch by nicking the insulation of the two `outer" wires near the unit to
expose copper. Turn one sprinkler zone on, and apply a "jumper wire" across
the two exposed wires. If the sprinkler now comes on, the switch is bad. Wrap
all nicked wires with electrical tape.
System will not shut off even after heavy rainfall:
A. Check wiring for correctness (see "Operation Check to Verify Correct Wiring").
B. Check sensitivity setting on Mini-Clik — move cap to more sensitive setting.
The Mini-Clik is an accurate rain gauge and can be verified by setting up a
"tube" type rain gauge in the same vicinity and making periodic readings.
C. Is the rainfall actually hitting the Mini-Clik? Check for obstructions to rainfall
such as overhangs, trees or walls.
All Mini-Clik models are listed by Underwriters Laboratories, Inc. (UL). Samples of these devices have
been evaluated by UL and meet the applicable UL standards for safety.
Figure 6

Hm&hr'
Mini-Clik Rain Sensors
Installation Instructions
In most installations, the Mini-Clik acts as a switch to break the circuit to the
solenoid valves of the irrigation system when it has rained. This allows the timer
to advance as scheduled, but keeps the valves from opening the water flow.
Once the Mini-Clik has dried sufficiently, the switch closes again to allow for
normal operation.
The Mini-Clik has three blue wires coming out of it. Two are connected to a 25
foot extension, and the third center one is left disconnected. This center blue
wire is the "normally open" lead of the switch and is not used in most installations.
The remaining two extension wires are colored (one "silver" tinned, the other
natural copper); however, in the following instructions it will not matter which
wire is connected at a given junction.
For the Model Mini-Clik-C: This rain sensor unit is the same as the standard
model except for the lack of an aluminum mounting bracket and the addition of
a 1/2' threaded cap, which allows for the easy use of electrical conduit to totally
enclose the wires. Unless local code states otherwise, plumbing grade PVC pipe
can be used as well as electrical grade conduit.
For the Model Mini-Clik-HV: This rain sensor unit is designed to be used
with automatic irrigation systems of two principle designs: 1) single -station
electrical timer (e.g., Intermatic) that switches power to a pump, either directly
or through a relay; or 2) single -station electrical timer that switches power to a
solenoid valve.
Standard Model:
Using the screws
provided, mount the Mink
Clik on any surface
where it will be exposed
to unobstructed rainfall,
but not in the path of
sprinkler spray. The
switch -housing portion
must be upright (as
pictured), but the swivel -
bracket can be moved for
mounting on any angled
surface. Loosen the
locknut and screw before
swiveling bracket, and
then re -tighten.
For the Conduit Model
Mini-Clik-C:
The conduit acts as the
mounting support for the
unit. Therefore, place
and mount the conduit
to allow for the desired
sensor location as
described in the main
instructions for the
standard model. Be sure
to support the conduit
sufficiently along its
various lengths.
For the High -Voltage
Model Mini-Clik-HV:
The mounting of this unit is primarily made by screwing the fitting end into the
threaded holes of covers to rectangular junction boxes (for outdoor use) or the
covers of round junction boxes commonly used for outdoor spotlights. Locate
the junction box so that with the Mini-Clik attached, unobstructed rainfall will hit
the outermost sensing end of the unit. If a longer reach is needed, the "Carlon"
flexible conduit piece can be substituted with a slightly longer piece (up to 8"
length with no support or up to 11" with support).
Helpful hints for mounting:
A. When looking for a suitable location such as on the side of a building or post,
the closer the Mini-Clik is to the controller, the shorter the wire run will be.
This will also minimize the chance for wire breaks.
B. The ideal location for mounting is not always the most practical location. In
the case where a compromise must exist (such as low location on a side wall
rather than the preferred high location), note that the Mini-Clik will still work
as it will always receive some rainfall — it just will not be as accurate in its
gauging as it could be.
C. As described in the "Operation" section of this manual, `reset rate" refers to
the amount of time it takes the Mini-Clik to dry out sufficiently for the sprinkler
system to be allowed to come back on. The mounting location will affect this
rate and should be taken into consideration should extreme conditions exist.
For example, mounting the Mini-Clik on a very sunny, southern end of a
building may cause the Mini-Clik to dry out sooner than desired. Similarly,
mounting on the northern end of a building with constant shade may keep the
Mini-Clik from drying soon enough.
Once the Mini-Clik is mounted, run the wire to the controller, and fasten it every
few feet with wire clips or stapled for best results. If an extension to the wire
provided is needed, use the following table to determine the minimum wire
gauge needed:
If the extension needed is: 25-50 ft. 50-100 ft. 100 ft. or more
use: 20 AWG 18 AWG 16 AWG
Important. The Standard Model Mini-Clik is sold and designed for hook up to 24
Volt irrigation controllers only. For wiring to 110V or 220V irrigation controllers,
please consult your distributor or this factory. All wiring must conform to National
Electrical Code or applicable local codes.
For the Model Mini-Clik-C: WARNING! This unit is designed to be installed in
conjunction with 24VAC circuits only. Do not use with 110 or 220VAC circuits.
For the Model Mini-Clik-HV: WARNING! This unit must be installed by a qualified
electrician in accordance with National Electrical Code and applicable local
codes. The electrical rating of this device is 125-250VAC at 10.1 amps. Do not
let current pass through this
device that exceeds this
rating. Do not install directly Hunter SRC
in line with any pump. Connect Common to
this Terminal when
Wiring to the Hunter SRC
The Mini-Clik connects
directly to the SRC. This
allows you to easily override
the sensor by using the RUN
(BYPASS SENSOR) position
on the dial.
1. Route the wires from the
Mini-Clik up through the
same opening used for
valve wiring.
2. Connect one wire to the
RS terminal and other
to the C terminal (See
Figure 1).
3. Connect the valve common
to the RS terminal.
Wiring to the Hunter ICC
The Mini-Clik connects
directly to the ICC. This
allows you to easily override
the sensor by using the
Sensor switch on the front
panel.
1. Remove the jumper from
the two "SEN" terminals.
2. Route the wires from the
rain sensor up through the
same conduit opening
used for valve wiring.
3. Connect one wire to the
terminal labeled "SEN'
and the other wire to the
other "SEN" terminal (See
Figure 2).
Mini-Clik
Figure 1
Figure 2
using Rain Sensor
Connect Rain
Sensor Wires to
These Two Terminals
RS C 1 2 3 4
Third Normally -
Open Lead
(Do Not Use)
Mini-Clik
0
0
Third Normally -
Open Lead
(Do Not Use)
Solenoid
Valves
Hunter ICC
0 C
0 P MV
rSEN
SEN
e TEST
Other Controllers
The two most common situations are shown below. For non-standard wiring
situations, please consult your distributor or request our "Non-standard"
wiring information packet.
A. 24 Volt Solenoid Valves Only (No booster pump) (See Figure 3)
With the two wires from the Mini-Clik at the controller, locate the "common
ground" wire of the solenoid valves. If it is connected to the common terminal
Hunter Industries Incorporated • The Irrigation Innovators © 2011 Hunter Industries Incorporated
1940 Diamond Street • San Marcos, California 92078 • U.S.A. • TEL: [phone] • FAX [phone] LIT-315 RevA 5/11
www.hunterindustries.com

Spray Field Components

Rainbird 1 /2"
Impact Sprinkl
1"Brass Shut —
Valve
1 " Golvani
Steel Pipe
4'-0"
4"x4" Treated Pas� il'il
36" burial (min)
I I _
II
Supports I I
I I U
II ��
II-
I I
Concrete
Collar
DV
��!
2" MIN.
Sprinkler Characteristics
— Part #14VH 3/32"' SBN-1
— Sprinkler Size = 1 /2"
— Nozzle Size = 3/32"
— Sprinkler Radius = 33' (approx.)
— Operating Pressure = 25 psi
— Operating FloWrate = 1,27 gpm
Drain Valve (DV) Characteristics
— Part #16A—FDV
— Connection: 1 /2" male threaded
Check Valve (CV) Characteristics
— Part # CV—S-10
— Spring style check valve
— Connection: 1" slip
Minimum opening pressure 5 psi.
a
CV
C
18„
MIN. COVER
HOH
6"length,
_— 1"SCH40 PVC
Supply
Line
(Symbol on 11111
1 cu.ft. gravel
Drawin
g) With filter fabric
• Galvanized
Elbow, fipt

Akl*�Blwo.
14VH
Impact Sprinklers
1/2" (13mm) Full Circle
1/2"(13mm) Full Circle, Brass, Wedge Drive
NOZZLE SIZE
(Stream Height: 6 ft.)
Impact Sprinkler
1/16"
51 DRILL
5/64"
3/32 7/64"
psi @
Rad.
Flaw
Rad.
Flow
Rad.
Flow
Rad.
Flow Rad.
Flaw
Patented, self -flushing wedge drive
Nozzle
(ft.)
(gpm)
(ft.)
(gpm)
(ft.)
(gpm)
(ft.)
(gpm) (ft.)
(gpm)
• Durable brass die-cast arm
20
-
-
29
0.59
30
0.79
33
114 34
1.55
25
29
0.56
29
0.65
31
0.88
33
1.27 35
1.73
• Stainless steel springs and
30
29
0.62
30
0.71
31
0.97
34
1.39 35
1.90
fulcrum pin
35
30
0.66
30
0.77
32
1.05
34
1.50 36
2.05
40
30
0.72
31
0.83
32
1.12
35
1.61 37
2.19
45
31
0.75
31
0.87
33
1.19
35
1.71 37
2.32
Features
50
31
0.80
32
0.92
34
125
36
180 38
2.45
• Chemical) resistant washers
y
55
32
0.84
32
0.96
34
1.31
36
1.89 38
2.57
60
32
0.88
33
1.01
34
1.37
37
1.97 38
2.68
Benefits
Straight
:,Performance*
• Wedge drive runs on smaller nozzles and
lower pressures
NOZZLE SIZE
(Stream
Height:l.8m)
•Self -flushing design reduces wear from grit
1.59mm
11/16")
1.70mm
(51 Drill)
1.98mm
(5/64")
2.38mm
(3/32")
2.78mm
(7/64")
• Corrosion and grit resistant
bar@
Rad.
Flow
Flaw
Rad.
Flow
Flow
Rad.
Flow Flow
Rad. Flaw
Flow Rad.
Flaw
Flaw
Nozzle
(m)
(Ih)
(m'/h)
(m)
(Ih)
(m'/h)
(m)
(Ih) (m'/h)
((m) (1/s)
(m'/h) (m)
(1/s)
(m'/h)
•Built to last
1.4
8.8
0.04
0.13
9.3
005 0.18
10.1 0.07
026 10A
0.10
0.35
•Five-year Customer Satisfaction Policy
1.5
8.9
0.04
0.14
9.3
005 0.19
10.1 0.07
027 10.5
0.10
0.37
2.0
9.0
0.04
0.14
9.1
0.04
0.16
9.6
0.06 0.22
10.3 0.09
0.31 10.8
0.12
0.42
Specifications
2.5
9.2
0.04
0.15
93
0.05
0.18
9.8
007 0.24
10.6 0.10
035 11.0
0.13
0.47
3.0
9.4
0.05
0.17
9.6
0.05
0.19
10.1
007 0.27
10.8 0.11
038 11.4
0.14
0.52
Bearing: 112" 03mm) Male NPT, Brass
3.5
9.6
0.05
0.18
9.8
0.06
9.21
10.4
0.08 0.29
11.9 0.11
0.41 11.6
9.16
0.56
4.0
9.8
0.05
0.20
10.0
0.06
0.22
10.5
008 0.31
11.2 0.12
044 11.7
0.17
OR•
Trajectory Angle: 23'
4.1
9.9
0.06
0.20
10.1
0.06
0.23
10.5
009 0.31
11.3 0.12
045 11.7
0.17
0.61
• Operating Range: 20-60 psi (1.4-4.1 bar)
* Available without
Nozzle
or Assembled with
5/64"
(05) Straight
Bore Nozzle.
• Flow Rate:.0.56-2.68 gpm (0.14-0.61 m3/h)
All other Nozzles must be purchased separately.
See Chart
below
-
Radius: 29-38 ft. (9.0-11.70 meters)
• Nozzle Port: 1/8"Female NPT
Sprinkler Only
Sprinkler without Nozzle A01619
Assembled Sprinkler
Factory Combination
Bold nozzle size numbers denote the most common nozzle choices.
Sprinkler with Nozzle SBN-1 5/64" A0162005

Rain Bird - Landscape Irrigation: Products: Filtered Drain Valve
Page 1 of 1
RAhv�BIRD,
Filtered Drain Valve
Primary Applications:
Evacuate lateral lines after each irrigation cycle to reduce damage
caused by freezing.
Features and Benefits:
■ Automatically drains pipes to prevent freezing damage.
■ Plastic perforated cap screens out large particles.
■ Dispersion pad filters out small particles.
Models:
■ 16A-FDV: 1/2" (15/21) male threaded inlet
■ 16A-FDV-075: 3/4" (20/27) male threaded inlet
Specifications:
More
■ Pressure: Up to 125 psi (8,5 Bars)
■ Flow: 1 GPM (0,23 m3/h; 0,06 I/s) maximum rate before
sealing
■ Average opening pressure when installed vertically: 2.5 psi
(0,2 Bars)
■ Average closing pressure when installed vertically: 5.5 psi
(0,4 Bars)
■ Diameter: 1 3/8" (3,5 cm), Length: 1" (2,5 cm)
click to enlarge
Copyright © 1996-2010, Rain Bird Corporation.
Filtered Drain Valve
16-FDV
http://www.rainbird.com/landscape/products/valves/filtered_drain.htm 1/28/2010

Spring Check Valve
CV-S-10
Spring Check Valve ** Required minimum opening
pressure - 5 psi**
Spring Check Valve Description:
The spring check valve is used to prevent backflow and
siphoning. The '/z pound stainless steel spring maintains
a positive seal, even when no back pressure is present.
Minimum of 2 psi required to open the valve.
Spring Check Valve
Spring Check Inlet/Outlet Size (FPT or Length Height Max Temp
Model No. socket) (inches) (inches)
CV-S-05 0.5" 4.13" 2.22" 1 140 °
CV-S-10 1.0" 5.25" 2.88" 1400
CV-S-15 1.5"
CV-S-20 2.0"
Spring Check Specifications
Thermoplastic Spring check valves shall be constructed from
PVC Type 1, cell class 12454 material conforming to ASTM
D-1784. Seals shall be EPDM. Valves shall have socket end
connections for solvent weld. All Spring check valves shall
be pressure rated at 150 psi at 73 degrees E All spring check
valves shall require 2 psi to open.
Spring Check Installation
Connection - FIPT slip connections. Install in a box for easy
access. It is recommended that these check valves be installed
no closer than 10 pipe diameters from a pump and no closer
than 5 pipe diameters from an elbow
5.9" 3.89" 1400
7.0" 4.29" 1400
Spring Check
Maximum Pressure Rating at Given Temperature
150
125
1111h]
N
v
75
v
50
a
X 25
�a
0 80 90 100 110 120 130 140
Temperature ( degrees F)
95 56

Irrigation Headworks Components

1" Street elbow
ss45'
into bottom
Prpe/Coupling of 1" Union.)
From FT y 1 Length=5d•_�� 1.0 l
Discharge
�—
Gasket 1,0" SCH Gasket }
1.0 SCH 1" Flex PVC
1A" Spin 80 Union
80 Union Clean Filter
W/ Bushing 1}
3/4" Union (0 J
45' Into bottom
of spin clean
filter.)
Pie Cou lin 'Minimum length 10"
p / p g o Per Manufacturer's Gasket _
Specifications I
To Spray Flelaf Length=10d• = 1.0J 1" Gasket
1,0"
Gasket r } 1.0" SCH To 5.pNc Ink —El
80 Union SCH f 00 80 Union
80 Flowmeter Pipe/Couplin
W/ Bushing g
1" 45' Elbow
" Pipe
TOP L A YER
:5' Soo x spig
street elbow
1" Gate Valve
BOTTOM LAYER
Street elbow
Note: Supply and Return line penetrations to be at least 18" below top of box N.T.S.

■ BOTTOM LOAD MULTI -JET METERS
Master Meter's Multi -Jet meter exceeds
the AWWA C708 standard. With sensitivity
to measure water flowing as low as 1 /8
gallon per minute and accuracy unaffected
by common particulates and build-up that
would freeze other types, you can count on
our Multi -Jet technology.
Technical Specifications:
AWWA Standard -Meets or exceeds all sections of AWWA
Standard C-708, most recent revision. Compliant with SDWA, NSF
ANSI 372 and NSF ANSI 61 standards.
Register- Standard Direct Read, DIALOG® 3G AMR System
registers, AccuLinx Encoder, and IP 68 Electrical Output registers
available. Together, an integrated and migratable technology
environment is attained; direct, proximity (touch), mobile AMR,
and Fixed Network AMI.
Register Sealing - Direct Read and DIALOG registers
are permanently sealed with a scratch resistant glass
lens, stainless steel base and wrap -around gasket to
prevent intrusion of dirt or moisture.
Features & Benefits:
Rugged basket strainer built from advanced polymer
materials for superior wear mitigation.
Proprietary design produces smooth, laminar flow
profile for improved accuracy
Award -winning DIALOG 3G register design houses
all vital components - encoder, RF transmitter,
battery and antennae - safely within the register's
stainless steel and tempered glass enclosure. Free of
external wires, components and connections - the #1
cause of field related issues on competitive
designs.
Assures compliance with the Safe Drinking Water Act
(SDWA).
Measures with only one moving part that is hydro-
dynamically balanced on a sapphire bearing to
preserve accuracy and promote a positive bottom line.
Exceptional performance in passing entrained solids
and operating in environments with high mineral
content.
Clean, elegant measurement design is highly sensitive
to leaks and low flow while limiting wear for excellent
revenue protection.
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
Master Meter H 101 Regency Parkway H Mansfield, TX 76063 H www.mastermeter.com U

■ BOTTOM LOAD MULTI -JET METERS
Technical Specs (Cont'd):
Register Unit - Registration available in U.S. gallons, cubic
feet or cubic meters.
• Test Circle - Large center sweep hand with one hundred
(100) clearly marked gradations on the periphery of the
dial face (available on Direct Read and DIALOG 3G
registers).
• Design/Operation - Velocity -type flow measurement.
Water that is evenly distributed by multiple converging
inlet ports flows past an impeller in the measuring
chamber, creating an impeller velocity directly
proportional to water flow rate. The meter's register
integrates that velocity into totalized flow.
An inherent advantage for this design is unparalleled
wear mitigation leading to sustained revenues.
The register assembly is removable under line pressure
permitting seamless, simplified upgrades in
reading technology.
Strainer - A rugged, 360-degree advance polymer
basket strainer protects the critical measuring
element from damage. The unique strainer design
smoothes the flow of water entering into the meter
creating a laminar flow that is gentle on the meter's
internal components. Tough materials operating in a
smooth, balanced environment enable the meters
to perform more accurately over time. Utilities'
investments last longer while capturing more revenue.
Measuring Chamber - The measuring chamber housing
and measurement element are built with an advanced
synthetic polymer. Measurement surfaces are not
wear surfaces, providing sustained accuracy despite
the presence of entrained solids in the water. A long
life, synthetic sapphire bearing serves as a wear
surface with radially balanced water flows. The
chamber housing is constructed in two parts to
allow access to the impeller. Bottom plates available in
Bronze, Cast Iron (CI) or Engineered Plastic.
METER OPERATING CHARACTERISTICIDIMENSION
Flow Rating (gpm)
20
30
30
30
50
Continuous Flow (gpm)
15
20
-
Normal Flow Range (gpm)
1-20
2-30
2-30
2-30
3-50
Extended Low Flow (gpm)
1/4
1/2
Maximum Working Pressure (psi)
150
150
150
150
150
Maximum Working Temperature (F) i
120
120
120
120
Length (A below)
7-1/2"
7-1/2"
9"
9"
10-3/4"
ffidth (B belo
3-5/8"
3-5/8"
3-5/8"
3-5/8"
-
Height, standard register with lid (C below)
5"
5"
5"
5"
5-1/4"
Weight (Ibs)
3.95
4.0
4.1
4.6
5.25
IFacked To Carto
6
6
6
4
-
Carton Weight (Ibs)
25.1
25.4
26
19.8
22.4
Accuracy and Head Loss Chart
ACCURACY%
103.0%-
0
101.5%-
<� 5/8 a d 3/4"
8 100%- _
Z
szo%- -10 P.S.L.
-9
/4 -8
5/8 - 7
HFAD L(SS 1" I
-5
_q
-3
-2
4 1
-0
0 5 10 15 20 25 30 35 40 45 5)
I
___jJ
ri i O
ri I D
lr �IU I'I, III _
A B
- a r
C
V.062118_f
Master Meter // 101 Regency Parkway H Mansfield, TX 76063 // www.mastermeter.com

061110FLOW
SUBSURFACE DRIP
Description
The Vortex filters are placed between the pump and dripfield
to screen out any debris. Spin plates at the top of each screen
direct the flow of debris to the base of the screen for easy
self cleaning.
Features
- Simple self cleaning filter. Geoflow's Vortex filter
depends on a simple forward flush to self clean.
Incoming water is forced through a directional nozzle
plate onto the inside of the stainless steel screen. A
centrifugal motion starts inside the screen chamber,
throwing particles outward against the screen. Gravity
moves the debris down the screen wall to the flush
outlet at the base of the Vortex Filter.
- It is simple to install and operate, requiring very few
moving parts.
- Can be plumbed to self clean periodically
with electronically activated solenoid valves
(recommended), or continuously with slightly
opened ball valves.
- Sturdy stainless steel screen proven effective in onsite
wastewater applications. A sinteringprocess in which
three pieces of stainless steel mesh are transformed
into one; a perforated plate, 30m then 150 mesh.
- Body is a two-piece threaded housing with O-ring seal.
Molded from high heat ABS and chemical resistant
glass reinforced plastic.
Item Number Size
j (MPT)
' AP4E-75F I 3/4"
AP4E-1F 1"
AP4E-1.5F 1.5"
AP4E-2F 2.0"
Vortex Screen Filter
1" Vortex Filter
Height
Width
1.5" and 2" Vortex
Max.
Filtration
Max.
Width
Height
Flush
Area of
Flow rate
(mesh)
Pressure
Port
Filtration
(GPM)
(psi) (ft.)
(MPT)
(inches2)
10
150
80 1 185
6.0"
6.0" I
7.0"
3/4"
3/4"
23.4
28.4
20
150
80
185
6.5"
45
150
100
231
12"
15.5"
3/4"
60.8
70
150
80
185
12"
16.0"
3/4"
60.8
AP4E-75F 3/4inch Vortex Filter has been discontinued. Please use a larger filter for onsite wastewater
applications. Replacement parts are still available.
150 mesh = 100 micron
When in doubt, it is best to choose the filter with the larger screen area.
Geoflow, Inc. Tel [phone] Fax [phone] www.geoflow.com
Product Sheets-2011 F her VortexScreen12H27.indd
Look
for the
Genuine
Geof low
stamp of
quality

m (FT) (PSI)
D
U)
a 27.7 12
L
Q
M
m 18.5 8
L
9.2 4
3/4" Vortex Screen Filter
0 1 2 3 4 5 6 7 8 9 10 11 12
Flow - GPM
Specification:
The Y filter body shall be molded from glass reinforced engineering grade black plastic with a 3/4 inch male pipe
thread (1VIIPT) inlet and outlet. The two piece body shall be capable of being serviced by untwisting and shall include
an O-ring seal. An additional 3/4 inch MIPT outlet shall be capable of periodic flushing. The 150-mesh filter screen
is all stainless steel, providing a 23.4 square inch filtration area. The screen collar shall be molded from vinyl. The 3/4"
filter shall be Geoflow Vortex Filter model number AP4E-75E
(FT.) (PSI)
34.7 15
aD
m
n
F, 23.1 10
a 11.6 5
1 " Vortex Screen Filter
5 10 15 20 25
Flow (gpm)
Specification:
The Y filter body shall be molded from glass reinforced engineering grade black plastic with a 1 inch male pipe thread
(MIPT) inlet and outlet. The two piece body shall be capable of being serviced by untwisting and shall include an
O-ring seal. An additional 3/4 inch MIPT outlet shall be capable of periodic flushing. The 150 mesh filter screen is all
stainless steel, providing a 28.4 square inch filtration area. The screen collar shall be molded from vinyl. The 1" filter
shall be Geoflow Vortex Filter model number AP4E-1E

Fence Detail

3_5%6.5' CCA -
Treated Post
Tope a° Staple
- �12.5 Gauge
am: q0 Aluminized Steel
Fence WireGround surface
3.5%6.5' CCA
Treated Post
35'x48" CCA
Treated Post
TVist sFck
18-24'
TWI.ted double J
brace y11re
HORIZONTAL LINE/END DETAIL
a pik.d/or
/ spike/toenail
ALL BRACE & ANCHOR POSTS
NOTE: Four strands are recommended for the
perimeter fence. At a minimum, 2 strands must be
installed_ Fence Wire shall not be stapled to trees
3.5%6,5' CCA
Treated Post
HORIZONTAL CORNER BRACE DETAIL
Corner angle gCr or less

Appendix I
Engineering Calculations
- System Design
- Loading Rate Workbook
- Sprayfield Design
- Pump Design
- Working Volume Calculations
- Buoyancy Calculations
- Pollutant Loading Calculations
O*S 0.-

Wastewater Treatment System Design Calculations
PROJECT:
Tarrence Property
Location:
3546 Andersons Place Ln, Franklinton, NC 27525
County:
Granville County
PIN:
1826-00-38-2281
Daily Flow Estimate
Flow/Unit
# of Units j Units (gpd/unit) I Flow/Day (gpd)l
2 BDR 120 240
TOTAL DAILY FLOW (Q) = 240 gpd
Septic Tank Volume/Size (based on Advan Tex Innovative Approval)
Flow (GPD) Min. Volume (gal)
500 1,000
501 - 600 1,500
601 - 750 2,000
751 - 1000 2,500
1001 - 1500 3,750
1501 - 2000 5,000
2001 - 2500 6,250
2501 - 3000 7,500
Required Minimum Tank Size = 1,000 gal.
(per Advan Tex Approval)
TANK SIZE PROVIDED = 1,000 gal. STB-347
RECIRCULATION TANK & POD SIZING
For Single Family Residences with 5 bedrooms or less,
# Bedrooms Daily Design Flow AX Units
4 or less <480 gpd AX-20-RT
5 600 gpd AX-25-RT
Daily flow = 240 gpd
AX Unit Required = AX-20-RT
PUMP TANK SIZING
TANK SELECTION
Shoaf Precast 2,500 gallon Non -Traffic Rated Pump Tank
Model PT-2103 MS Non -Traffic

PROJECT: Tarrence Property
Location: 3546 Andersons Place Ln, Franklinton, NC 27525
County: Granville County
SPRAY FIELD LOADING
Loading Rates From Soil Scientist-
Rate/Hour = 0.200 in/hr
Rate/Week = 0.203 in/week
Rate/Year = 10.53 in/yr
Daily Wastewater Flow = 240 gpd
Area Req. from Soil Scientist = 13,339 s.f.
0.31 ac.
# of Zones = 1
Zone
Zone1
# of Spray Heads
6
Zone Flowrate (gpm)
7.62
Zone Sprayfield Area (ft)
13,825
Zone Preciptation Rate (in/hr)
0.053
Zone Dose (gallons/dose)
60
Spray Head Information:
SprayHead Size = Rainbird 1/2"
Nozzle Type = 14VH 3/32" Straight Bore Nozzle (SBN-1)
Nozzle Pressure = 25 psi
Nozzle Flow @ Pressure = 1.27 gpm/head
Number of Sprayheads = 6
Pumping Information:
Pump Run Time =
Desired # Doses/Day =
Pump Run Time/Dose =
Dosage Volume (max) _
31.5 min/day/zone
0.52 hours/day/zone
4
7.9 min/dose
0.13 hr/dose
60 gallons
Actual Application Rate Information Based on Wetted Area PROVIDED
Total System Flowrate 7.62 gpm (total of all zones)
Total Wetted Area Provided 13,825 s.f. (based on sprayhead overlap)
0.32 ac.
Rate/Hour = 0.053 in/hr (should be < 0.200 in/hr)
Rate/Week = 0.195 in/week (should be < 0.203 in/week)
Rate/Year = 10.14 in/yr (should be < 10.53 in/yr)

Irrigation Pump Calculation
PROJECT: Tarrence Property
Location: 3546 Andersons Place Ln, Franklinton, NC 27525
County: Granville County
ZONE DESIGN - Zone 1
Elevation Difference (pump to highest point):
Ground Elev. @ Highest Spray Head = 402 ft.
Elev. @ Lowest Point of Supply Line = 395.0 ft.
Total Elevation Head = 7.0 ft.
Pressure Required At Spray Heads = 25 psi
57.75 ft
Nozzle Flowrate = 1.27 gpm
Suction Head = 0 ft. (submersible = 0)
Line Friction Losses (approx.)
Line Segment 1
# Heads Supplied By This Portion of Line = 6
Pipe Diameter (ID) = 1.36 in. Flow = 7.62 gpm
Pipe Length = 510 ft. Velocity = 1.68 ft/sec
Est. Friction Loss per 100' = 0.95 ft/100 ft.
Estimated Friction Loss = 4.83 ft.
Summary of Head Calculation
Suction Lift
0.00 ft.
Nozzle Pressure
57.75 ft.
Elevation Difference
7.00 ft.
Line Segment 1
4.83 ft.
Spin Filter
9.24 ft. 1.0" Filter
Flowmeter
2.31 ft. 1.0" Flowmeter
Subtotal
81.13 ft.
Fittings (5% of SubTotal) =
4.06 ft.
Total Dynamic Head =
85.18 ft.
Zone 1 Design Summary
TDH = 85.18 ft.
Flow = 7.62 gpm

Irrigation Pump Calculation
PROJECT: Tarrence Property
Location: 3546 Andersons Place Ln, Franklinton, NC 27525
County: Granville County
Supply Flow to Spray Field = 7.62 gpm
Return Flow to Septic Tank = 1.143 gpm
Pump Design Summary
TDH = 85.18 ft.
Flow = 8.76 gpm
Irrigation Pump Selection
Manufacturer: Orenco Systems
Model: PF 1005
Horsepower: 1 /2
450
400
' �50
,C
300
250
00
150
100
50
Q
0
■■■
■■■
PF10
Series,
■
,I
M
■
i
�0
■
■
■
WIN
■
■■■
■■■
■
■
M
■
■
■
■
■
2 4 6 8 10 12 14 16 18
Flour in gallons per minute (gpm)
Operating Point

Working Volume & Storage Time Estimate
PROJECT:
Tarrence Property
Location:
3546 Andersons Place Ln, Franklinton, NC 27525
County:
Granville County
PIN:
1826-00-38-2281
Working Volume Needed: 1,200 gal.
Dose Volume = 60 gal.
Pump/Storage Tank Information
Tank Size (nominal) = 2,500 gallons
Number of Tanks = 1
Interior Dimensions:
Length =
12.00 ft.
Width =
6.00 ft.
Total Tank Depth =
4.83 ft. (Interior)
Permanent Liquid Depth in Tank =
30 in.
(from pump manufacturer)
2.50 ft.
High Water Alarm Level =
38 in. (Inlet located in Riser)
(from interior Tank floor)
3.17 ft.
Working Volume & Storage Time
Working Volume = 1,230.6 gal.
Estimated Storage Time in Tank = 5.13 days
Note: Storage time must be greater than 5 days for single family residences
or greater than/equal to the storage time required by the water balance
for commercial or community systems.

Recirulation Pump Calculation
PROJECT: Tarrence Property
Location: 3546 Andersons Place Ln, Franklinton, NC 27525
County: Granville County
Timer Settings
Required Doses/Day
96
Recirculation Ratio
2.5 :1
Design Flow (Q)
240 gpd
Flow to Pod
600 gpd
Flow to ST
238 gpd
Pump Flow
838 gpd
Dose Volume to Pod
6.3 gallons
# of Pumps
1
Pod Flowrate
12 gpm
Return Flowrate
4.75 gpm
Pump Flowrate
16.75 gpm
# of Cycles/day 96
Cycle Volume 8.7 gallons
Cycle Run time 0.52 min
Cycle Off Time 14.48 min
Friction Losses
Suction Head =
0 ft. (submersible = 0)
Elev. Difference (highest point from pump) =
5.00 ft.
Design Pressure At Outlet =
6.93 ft.
Line Length =
25 ft. 1.0" Schedule 40 PVC
Line Loss/100 ft =
1.53 ft/100 ft.
Friction Loss - Line =
0.38 ft.
SUB -TOTAL =
12.31 ft.
Friction Loss - Fittings 5%) =
0.62 ft.
TOTAL =
12.93 ft.
Pump Efficiency = 0.7 (assumed, typical)
Motor Efficiency = 0.9 (assumed for electric pumps)
Flow = 16.75 gpm
Required Horsepower = 0.1 hp
TDH = 12.93 ft.
Recirc, Pump Selection
Manufacturer: Orenco
Model: PF30051 1
Horsepower: 1/2
9D0
s00
�00
c 600
�
500
.C:
co 400
ro
300
a
4 200
12
100
0
r
■■■
■■■
■
■
■■
■■
■■■■■■
■■■■■■
--
■
■\
■■■■■■
I�
■
■■
190
■■■■■■
OEM
®
no
M\\\■■
�i
/ Operating Point
0 5 1) 15 20 25 30 35 40 45
Flow in gallons per minute (gpm)

Septic Tank Buoyancy Calculation
Project: Tarrence Property
Location: 3546 Andersons Place Ln, Franklinton, NC 27525
County: Granville County
PIN: 1826-00-38-2281
Tank Size (nominal) = 1,000 gallons
Properties/Assumptions:
Min. liquid level to be maintained in tank at all times after initial installation.
Assume groundwater table is equal to or higher than top of tank.
(Buoyancy is the same as long as water table is higher than top of tank.)
Effluent Density = 62.4 Ib/ft13 (Specific Weight of Water)
Concrete Density = 142.56 Ib/ft^3
Soil Cover Over Tank = 1.00 ft. (minimum)
Soil Bulk Density = 1.25 (typical value)
Tank Dimensions (from supplier)
Exterior Interior
Length = 9.00 ft. 8.50 ft.
Width = 4.83 ft. 4.33 ft.
Total Tank Depth = 5.63 ft.
Permanent Liquid Depth in Tank = 0 in.
0.00 ft.
Area of Riser Openings = 6.28 ft"2
Tank Weight (est.) = 10,500 lb. (based on manufacturer)
Buoyancy Force Calculation:
Buoyancy Force = Specific Weight of Water x Displaced Volume
Buoyancy Force = 15,269 lb.
Weight Calculation
Tank Weight =
10,500 lb
Water Weight in Tank =
0 lb
Soil Weight Over Tank =
2,903 lb
Soil Tension Force =
4,227 lb
Total Weight =
17,630 lb
Factor of Safety Against Buoyancy =
1.15
Note: Total weight must be greater than buoyancy force
so that tank will not float during high water table
conditions.

AdvanTex AX20-RT Buoyancy Calculation
Project:
Tarrence Property
Location:
3546 Andersons Place Ln, Franklinton, NC 27525
Project:
Granville County
County:
1826-00-38-2281
Properties/Assumptions:
RT Model = AX20 Gravity
All calculations are performed assuming completely submerged conditions, with no liquid
in the unit.
Effluent Density =
Net Beam Density =
Net Soil Density =
Unit Weight =
62.4 Ib/ft^3 (Specific Weight of Water)
67.6 I b/ft^3
67.6 I b/ft^3
883.0 lb (based on manufacturer)
Supplemental Ballast Evaluation (Anti -Buoyancy Beam):
Top of beam to tank bottom =
6.00 in
Tank exposure length =
2.00 in
Burial depth to beam =
5.33 ft
Width of beam =
0.69 ft
8.25 in
Buoyancy Force Calculation:
Buoyancy Force =
Weight Calculation:
Tank Weight =
Soil Weight on Beam =
Weight of Beam =
Total Weight =
12,475 lb (based on manufacturer)
883 lb
11,826 lb
129.2 lb
12,838 lb
Note: Total weight must be greater than buoyancy force
so that tank will not float during high water table conditions.

Pump Tank Buoyancy Calculation
Project: Tarrence Property
Location: 3546 Andersons Place Ln, Franklinton, NC 27525
County: Granville County
PIN: 1826-00-38-2281
Tank Size (nominal) = 2,500 gallons
Properties/Assumptions:
Min. liquid level to be maintained in tank at all times after initial installation.
Assume groundwater table is equal to or higher than top of tank.
(Buoyancy is the same as long as water table is higher than top of tank.)
Effluent Density = 62.4 Ib/ft13 (Specific Weight of Water)
Concrete Density = 142.56 Ib/ft"3
Soil Cover Over Tank = 1.00 ft. (minimum)
Soil Bulk Density = 1.25 (typical value)
Tank Dimensions (from supplier)
Exterior Interior
Length = 12.50 ft. 12.00 ft.
Width = 6.33 ft. 6.00 ft.
Total Tank Depth = 5.50 ft.
Permanent Liquid Depth in Tank = 0 in.
0.00 ft.
Area of Riser Openings = 6.28 ft"2
Tank Weight (est.) = 16,000 lb. (based on manufacturer)
Buoyancy Force Calculation:
Buoyancy Force = Specific Weight of Water x Displaced Volume
Buoyancy Force = 27,170 lb.
Weight Calculation
Tank Weight =
16,000 lb
Water Weight in Tank =
0 lb
Soil Weight Over Tank =
5,685 lb
Soil Tension Force =
5,502 lb
Total Weight =
27,187 lb
Factor of Safety Against Buoyancy =
1.00
Note: Total weight must be greater than buoyancy force
so that tank will not float during high water
table conditions.

Wastewater Treatment System Design Calculations
Elevations
Project: Tarrence Property
Location: 3546 Andersons Place Ln, Franklinton, NC 27525
County: Granville County
PIN 1826-00-38-2281
*Elevations based on GIS data
*Confirm all elevations in field prior to installation
Septic Tank
Length
Width
External Height
Bottom of 4" Inlet
*from Top of Tank
Bottom of 4" Outlet
*from Top of Tank
Bottom Tank Thickness
Stubout (Assumed)
Septic Tank
DL Pipe Length to ST Inlet
Ground Surface at Low Side of ST
Cover over Low Side of ST
Exterior Top of Tank
Inlet Invert
Slope of DL Pipe
*minimum 2% slope
Outlet Invert
Bottom of Excavation
*beneath 6"gravel base
Recirculation Float Settings
Low Water/Redundant Off
Timer Enable
Peak Enable/High Water Alarm
Pump Float Settings
Low Water/Redundant Off
Timer Enable
Peak Enable/High Water Alarm
Specifications
TS 1000 STB
AdvanTex RT Pod
AX-20 RT
Pump Tank
108.00 in.
Length
102.00 in.
Length
9.00 ft.
8.50 ft.
58.00 in.
Width
64.25 in.
Width
4.83 ft.
5.35 ft.
67.50 in.
External Height
72.00 in.
External Height
5.63 ft.
6.00 ft.
10.50 in.
Bottom of4"Inlet
28.00 in.
Bottom of3" Inlet Invert
0.88 ft.
*from Top of RT
2.33 ft.
Above Top of Tank
12.50 in.
Bottom of 4" Outlet
37.00 in.
*Inlet located in Tank Riser
1.04 ft.
*from Top of RT
3.08 ft.
Bottom Tank Thickness
4.00 in.
Elevations
406.00 ft.
AdvanTex RT Pod
AX-20 RT
Pump Tank
16.00 ft.
DL Pipe Length to RT Inlet
9.00 ft.
DL Pipe Length to PT Inlet
407.50 ft.
Ground Surface at High Side of RT
407.45 ft.
Ground Surface at Low Side of PT
12.00 in.
Exposed Height of RT
3.00 in.
CoveroverLow Side ofST
1.00 ft.
0.25 ft.
406.50 ft.
Exterior Top of RT
407.70 ft.
Exterior Top of Tank
405.63 ft.
Inlet Invert
405.37 ft.
Inlet Invert
2.34 %
Slope of DL Pipe
1.02 %
Slope of DL Pipe
*minimum 1% slope
*minimum 1% slope
405.46 ft.
Outlet Invert
404.62 ft.
400.38 ft.
Bottom of Excavation
401.20 ft.
Bottom of Excavation
*beneath 6"gravel base
*beneath 6"gravel base
Floats & Risers
Elev (ft.) Height from Tank Floor (in)
Riser Heights
Septic Tank
404.0
28
405.1
41
Pump Tank
403.7
24.5
401.2 30
401.5 34
401.8 38
MS 2500 H2O PT
167.00 in.
13.92 ft.
78.00 in.
6.50 ft.
70.00 in.
5.83 ft.
3.00 in.
0.25 ft.
4.00 in
20.00 ft.
406.50 ft.
28.00 in.
2.33 ft.
404.17 ft.
404.42 ft.
1.00%
397.83 ft.
1.50 ft
18 in
2.83 ft
34 in

Pollutant Loading Calculation
PROJECT:
Location:
County:
PIN:
Parameter
Biochemical Oxygen Demand
Total Suspended Solids
Ammonia Nitrogen
Nitrate Nitrogen
Nitrite Nitrogen
Total Nitrogen
Total Phosphorus
Fecal Coliforms (cfu/100ml)
Tarrence Property
3546 Andersons Place Ln, Franklinton, NC 27525
Granville County
1826-00-38-2281
Advantex Treatment System
Final
Influent
Septic Tank
Pod UV Disinfection
Concentration
mg/I
% Removal
mg/I
% Removal mg/I % Removal
mg/I
mg/I
350
50%
175
94%
10 -
10
10
200
50%
100
90%
10 -
10
10
100
25%
75
94%
4.5 -
4.5
4.5
<1.0
0%
0
0%
28.5 -
28.5
29
<1.0
0%
0
-
<1.0 -
<1.0
1
110
25%
82.5
60%
33 -
33
33
20
50%
10
0%
10 -
10
10
>106
106
1000000 99.999%
10
10

Project Name: Tarrence Property
Facility Address: 3546 Andersons Place Ln
Franklinton, NC 27525
PIN #182600382281
County: Granville
Prepared by: Chris McGee
Project Design Flow = 240 gal/day
# of Bedrooms
Required Flow
2 bedrooms
240 gal/day
3 bedrooms
360 gal/day
4 bedrooms
480 gal/day
5 bedrooms
600 gal/day
6 bedrooms
720 gal/day
SFR-LRW 9-08

Project Name: Tarrence Property
Location of Temperature Data
Starting Year of Data Record
Ending Year of Data Record
Period of Record (years)
Source of Data
Raleigh Ap (317069)
1991
2020
30
State Climate Office of NC
Site Latitude (degrees) 36.13 within range
Calculated PET: 34.45 inches
Mean Monthly
Temperature
(degrees F)
Daylight
Hours 112
Heat Index
Calculated
PET
(inches)
January
41.6
0.86
1.10
0.29
February
44.7
0.85
1.68
0.46
March
51.5
1.03
3.23
1.18
April
60.5
1.09
5.73
2.40
May
68.6
1.22
8.35
4.09
June
76.4
1.22
11.22
5.72
July
80.2
1.24
12.70
6.68
August
78.5
1.16
12.01
5.91
September
72.3
1.03
9.67
4.09
October
61.4
0.97
6.01
2.24
November
51.2
0.85
3.15
0.95
December
44.3
0.84
1.61
0.44
Total =
76.46
34.45
SFR-LRW 9-08

Project Name: Tarrence Property
Location of Precipitation Data: Raleigh Ap (317069)
Starting Year of Data Record: 1991
Ending Year of Data Record: 2020
Period of Record (years): 30
Source of Data: State Climate Office of NC
80th Percentile Annual Precipitation: 50.34
UUUI
Mean
% of Mean
Percentile
Monthly
Annual
Monthly
Precipitation
Precipitation
Precipitation
January
3.42
7.80
3.92
February
2.78
6.32
3.18
March
4.10
9.33
4.70
April
3.53
8.03
4.04
May
3.38
7.69
3.87
,tune
3.70
8.43
4.24
July
4.88
11.10
5.59
August
4.23
9.62
4.84
September
4.27
9.73
4.90
October
2.93
6.68
3.36
November
3.32
7.56
3.81
December
3.39
7.72
3.89
Total =
43.92
100.00
50.34
SFR-LRW 9-08

Project Name: Tarrence Residence
Design Flow = 240
SFR Loading Rate Group: C
Limiting Soil Ksat = 0.013
Drainage Coefficient = 0.150
January
February
March
April
May
June
July
August
September
October
November
December
TOTAL =
Formulas: (Ma;
SFR
Loading
Rate
Group
SFR-p
SFR-B
SFR-C
SFR-D
Drainage Rate =
Number of
Days in the
Month
31
28
31
30
31
30
31
31
30
31
30
31
365
Allowable Irrig
PET (in/mo)
0.29
0.46
1.18
2.40
4.09
5.72
6.68
5.91
4.09
2.24
0.95
0.44
34.45
ation) = (PET) +
SFR Loading Rate'
Maximum Annual
Loading Rate
(in/yr)
Low - High
26.0 - 50.0
19.5 - 26.0
13.0 - 19.5
0.0 - 13.0
gal/day
inch/hour
0.0468
Vertical
Drainage
(in/mo)
1.45
1.31
1.45
1.40
1.45
1.40
1.45
1.45
1.40
1.45
1.40
1.45
17.08
(Drainage) - (Pr
Annual Hydraulic
Loading Rate =
Irrigation Area =
10.53 inch/yr
13,339 square ft
0.30622 acres
inch/day (Formula: Kser . Drainage Coefficient' 24)
80th Percentile
Monthly
Precipitation
(in/mo)
3.92
3.18
4.70
4.04
3.87
4.24
5.59
4.84
4.90
3.36
3.81
3.89
50.34
ecipitation)
fable
Geometric Mean
Ksat Range
(in/hr)
Low - High
>0.05
0.015 - 0.05
0.003 - 0.015
0.0 - 0.003
Assignment to a SFR Loading Rate Group for each 15A NCAC 02T .0600
permit application shall be determined by the geometric mean of insitu
saturated hydrualic conductivity data collected in the most restrictive
horizon for each soil mapping unit within the irrigation area.
Maximum
Allowable
Irrigation
(in/mo)
0.00
0.00
0.00
0.00
1.67
2.89
2.54
2.52
0.59
0.33
0.00
0.00
10.53
Maximum
Allowable
Irrigation
(gallons/day)
0
0
0
0
447
800
682
675
165
89
0
0
2856.93
Maximum
Allowable
Irrigation
(gallons/month)
0
0
0
0
13,855
24,004
21,143
20,917
4,937
2,744
0
0
87,600
Required Flow
2 bedrooms 240 gal/day 87,600 gal/yr
3 bedrooms 360 gal/day 131,400 gal/yr
4 bedrooms 480 gal/day 175,200 gal/yr
5 bedrooms 600 gal/day 219,000 gal/yr
6 bedrooms 720 gal/day 262,800 gal/yr
Maximum allowable irrigation: 87,600 gal/yr
The Maximum Allowable Irrigation number must be
greaterthan or equal to the required flow.
SFR-LRW 9-08

Appendix J
Site Map

Soils Legend
CeB2 — / Cecil Sandy Loam, 2-6� slopes, moderately eroded /
— Cicil Clay Loam, 6-10� slopes moderately eroded / / / / Engineers and SoilScientists CeC2
ChA — Chewacla and Wehadkee Soils, 0-2% slopes, frequently flooded ► — , / I i / / / / / / / / / — —
CrB — Creedmoor Coarse Sandy Loam, 2-6% slopes / / I / / / / / / / Agri -Waste Technology, Inc.
/ / I I I I / / / / 501 N. Salem Street Suite 203
CrC — Creedmoor Coarse Sandy Loam, 6-10% slopes — / / I / I / R°sidence // // / / / / / / — —
M a B — M a o d a n Sand Loam 2— 6% slopes � �� / / Apex, North Carolina 27502
y y— Y I I / / / / / / / / / / / / �/ 919-859-0669
— / / / / _ www.agriwaste.com
-13co
PnD Pinkston Loamy Sand, 10 20� slopes _ � / / / / � � / / \
/ \ 50(
Torrence Property
Surface Irrigation
O -Site
Res-dencd 1 \
1 I / I \ I I I I I I / / / \ Owner Information.
\
James Torrence
PO Box 866
Apex HC 27502
+++++++++++++++++++++++++++
++++++++++++++++++..+
++.
1
\ I I II I I \ I I I [phone]
+++++++++++++++++ ++
+++++++*++++++++
* +++
+*********** **** ++++++++++++++++++++++ [e-mail]
1 I
O-S\ite
4+++++++-+Nim
+*+ + Residenc
eProperty
Information+ +++*++
+++*+_ +++++* + ** * ** 5546 Anderso
ns Pla
ce
Ln
+ +++
+*++++++ ++ +++ +++++++++++++++++++++++++++ ******* Franklinton NC 27525
++++++++++++++++++++++++++++++++++++++++++++++++++++++ ++
***********************+**+*+*+*+*+*+ *Off -Site ++++++++++++++++++++++++\+++++ ++ Granville County, NC/**+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*++++++++
Residence I / I \ / / / / / /
/:1'+* + + + +++ +
\
\ \ PIN 182600382281 +
** *+++** ++ 9
+++++++ :'.
:
Unsuitable '*+:*:* *
+*+*+*+*+ :. PROFESSIONAL ENGINEER SEAL
Topography .+ + + +;' + o� \ \ \ \ 1 \ Resdlnce \ \
.+
\:�':+:*:\
I I I / / / / , �• \\• ► ,*+ + +++ �� - %
.+Waste_Install Fence +
Around
Sprayfe
I 1 II I II IIII
+�
-
/ ne b �'� + + + \ I I I I \ Off -Si e / r
l ou n ar � .... .+
— i Sprayfield g. ++ A EAu r
- / a S ence 62 + 1 S ayheadsdws to
WC, I\ \ f i +* Ha
Highest + + +*
pray He+ ++
**** \ \
EL = 4 1 + + + +
4R9 I, \ \ 178 / I \ /
Z �� eview
jg)
1202
oBoundary
Approx. Location of / �' 4471 \ "� Q'` / / / FINAL DESIGN
Ex. Nitrification Field r ff-Site NOT RELEASED FOR CONSTRUCTION
/ I I sdence — / Treatment &
/ — — —
Storage 355 I ; �0 Water REV, ISSUED DATE DESCRIPTION
� � \ / / � � / //
/Line Setbac110
tz 150 Pro 6
/
/0\
Off Se Line SIII k
Residence
ff-Site Q / / I O Residence 0
p_.,Well
Location
400
/ —
fisting Wells .
om:) lance
SHEET TITLE
Boundary, , . ,Site Vap
ff-S
esiden / / / / � / / / ( � l r
DRAWN BY: CREATED ON:
�--
AVVr
1 I. Manson 02/05/2024
RELEASED BY: RELEASED ON:
Notes —
I 1 I SHEET NAME:
—Approximate location of all known residences �o / , o l
- ,
and Wells shown.ww�io
24"x36" Sheet

Appendix K
Operation and Maintenance Plan

AV4T
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N Salem Street, Suite 203, Apex, NC 27502
agriwaste.com 1 919.859.0669
Basic System Operating Instructions
for
Single Family Residence Spray
Wastewater Treatment Systems
These operating instructions are intended as general guidelines and should not be
interpreted as a complete and detailed explanation of how to operate this irrigation
system. Please note that these instructions are intended as a supplement to the permit
issued by the N.C. Department of Environment and Natural Resources Non -Discharge
Permitting Unit. As a result, any requirements or items noted in the permit document
supersede any recommendations noted in these instructions.
If you are unsure of how to operate the system please contact a licensed contractor or
professional who can assist you with the operation of your system. Record the name and
contact information of an individual familiar with the operation of this system, along with
an emergency contact in the event immediate assistance is necessary.
CONTRACTOR CONTACT INFO.:
EMERGENCY CONTACT INFO. (if different from above):
1

General Maintenance Considerations
This wastewater irrigation system has been designed to operate with minimum
maintenance and oversight after the initial system start-up period. However, routine
inspections are necessary and periodic maintenance WILL BE REQUIRED both by your
permit and for successful operation of the system.
No heavy vehicles or equipment should be driven over the treatment units,
tank areas, or irrigation field.
SEPTIC TANK:
The septic tank in this system operates exactly as a septic tank associated with a
conventional septic drainfield system. The purpose of the septic tank is to remove
particles and solids from the waste stream. As a result, solids build up in the bottom of
the tank (just like a typical septic tank). Over time the solids will need to be removed
from the tank or clogging of the sand filter or pipelines may occur. In general, it is
recommended that solids be pumped from the septic tank every 3 — 5 years (depending on
how intense the usage). Private septic tank pumping contractors can do this and are
typically easily found in the white or yellow pages of the phone book.
Maintenance Schedule:
The effluent filter in the septic tank (attached to the outflow pipe) should be cleaned at
least every 3 months or per manufacturer's recommendations, whichever is more frequent
(see the manufacturer's guide on how to do this) and the tank solids should be checked
annually.
A contractor or septic system professional can clean the septic tank filter for you;
however, this task can be performed relatively easily and requires no special knowledge.
Remove the septic tank lid and remove the effluent filter (typically the filters are threaded
or snap into place). Be sure to use plastic gloves to avoid contact with the wastewater
since it could contain harmful bacteria or viruses. To clean the filter, use a garden hose
with a nozzle and spray off any debris from the filter back into the inlet side of the septic
tank. Once the filter is clean, place it back in the septic tank. Discard or disinfect the
plastic gloves using a mild bleach solution (1/2 cup Clorox or equivalent to 1 gallon
water). Replace the septic tank lid.
ADVANTEX FILTER:
The treatment component of the system is an AdvanTex media filter. Liquid from the
septic tank will flow into the pod and periodically be pumped across the filter fabric.
Wastewater will be treated in the pod and periodically be discharged. To prevent
groundwater from affecting the pod, the pod will be installed on a bed of gravel with a
concrete collar.
2

Effluent from the system should be sampled per the requirements of the system permit. If
no parameters are listed, AWT recommends sampling for the following parameters; Total
Suspended Solids (TSS), Biological Oxygen Demand (BOD5), Total Nitrogen (TN),
Ammonia -Nitrogen (NH3-N), and Fecal Coliform. If desired AWT can assist you in
collecting these samples (919-859-0669) and interpretation the results.
Maintenance Schedule:
Maintenance of this system will be conducted by a certified operator under contract with
the homeowner.
DISINFECTION — UV:
Disinfection for the system will be accomplished using a UV system. The UV light
should operate for at least one year prior to needing to be replaced. If the UV light burns
out an alarm will notify the operator. Also, the alarm light on the control panel will
illuminate. When the UV alarm is activated, the system will shut off the recirculation
pump and the system will cease to operate until the UV bulb is replaced.
Maintenance Schedule:
The UV component shall be checked weekly to ensure the alarm bulb (on control panel)
is not illuminated. The UV bulb should be cleaned on a 6 month interval. To clean the
bulb, the power to the system (UV bulb and pumps) should be turned off in the control
panel. The UV housing can then be removed using the attached handle. Once the UV
housing is clear of the riser, the quartz sleeve and bulb assembly can be removed from
the housing. While holding the base of the assembly, the quartz sleeve shall be wiped
with a clean paper towel. If scaling on the sleeve is noticed, a liquid cleaner such as CLR
can be utilized. The sleeve and bulb assembly shall be re -installed after cleaning. The
UV bulb should last in excess of one year but will be replaced as needed. It is
recommended that the homeowner (or contracted operator) maintain a back-up UV bulb
and quartz sleeve when it is time to replace the bulb. This service will be completed by
the engaged certified operator.
PUMPING SYSTEM, RAIN SENSOR & ALARMS:
The pump used for this system is a submersible pump that turns off and on based on
switches inside the pump tank. These switches toggle the pump timer on and off
depending on the effluent level inside the tank. The switches are designed such that the
pump will turn on, run for a set period of time, then shut off under normal operating
circumstances. When it has been raining, a rain sensor overrides this normal operation so
that effluent is not applied when the soil is saturated. Therefore, effluent is allowed to
build-up in the pump tank until it is dry enough to apply again. After a rainfall event, you
may notice that the pump operates more frequently. This is normal and should be
expected.
The pump is also equipped with a HIGH WATER alarm that activates when the liquid
level in the pump tank is too high. If this should occur it is important to not use any
additional water (i.e. don't flush commodes, use the washer/dishwater, take showers, etc.)
3

until the liquid level is reduced. In extreme cases, it may be necessary to contract a septic
tank pumping contractor to pump out excess liquid from the pump tank if long periods of
rain prevent land application of effluent.
The pump will wear over time and will likely need replacement every 5 — 7 years (again,
depending on usage). A licensed septic contractor should be contacted for maintenance
or replacement of the pump.
Maintenance Schedule:
The storage and pumping component shall be checked weekly to ensure the alarm bulb
(on control panel) is not illuminated. It is important to inspect the pump tank, and
components on an annual basis to ensure no solids are building up on the tank bottom, to
ensure that the pump control switches are placed properly, and to verify proper pumping
of the effluent. These activities will be handled by the engaged service provider.
SUPPLY LINE TO SPRAYFIELD:
The location of the supply line should be walked weekly to ensure that a line breakage
has not occurred. The area in which the line is buried should be monitored for any wet
spots or locations of excessive vegetation growth as these occurrences may be an
indication of a line breakage. No permanent structure shall be erected over the locations
of the Supply and Return lines. No heavy vehicles or equipment should be driven over
the Supply and Return lines.
Maintenance Schedule:
Walk location of lines weekly.
SPRAY FIELD:
The spray field should be inspected weekly to verify proper operation and to ensure
sprayheads have not become damaged. Clogged or worn sprayheads should be replaced
or, in the event of minimal obstruction, cleaned. No heavy vehicles or equipment
should be driven over the irrigation area.
Vegetation (natural vegetation or grass for this system) in the application area is critical
to the operation of the treatment system. It is important to ensure that the application
area is fully covered with vegetation at all times. In the event that some areas become
bare they should be re -seeded with vegetation similar to the existing vegetation in the
area.
Any areas requiring re -vegetation will be seeded with tall fescue. Nitrogen applications
to tall fescue can occur year-round, but should primarily occur February 1 to June 1 and
August 1 to December 1 when the crop is exhibiting peak growth (Chamblee et al., 1995;
NRCS, 2004). Phosphorus, potassium, lime and micronutrients should be applied in
concordance with rates presented in the routine soil test reports. The optimal pH range
for tall fescue is between 5.5 and 8.5 (Chamblee et al., 1995). Seeding should be done
according to Table 1 Forage Planting Guide for North Carolina found in Production and
Utilization of Pastures and Forages in North Carolina document developed by NCSU and
0

NCARS details planting recommendations. Specifically, the seeding rate should be 15-
20 lbs/ac for broadcast seeding and 10-15 lbs/ac for drill seeding. The planting depth
should be between 0.25 and 0.5 inches. The planting dates should be between early
March to mid -May or between mid -July to mid -August.
It is important to maintain the fencing around the application field in order to ensure that
access to the area is restricted. This is necessary to minimize human contact with the
treated effluent and to ensure the vegetation remains healthy.
SYSTEM OPERATION & SETTINGS
It should be noted that a contractor or other qualified professional should be contacted if
you are uncomfortable or unfamiliar with operating this system or if system
troubleshooting is necessary. In general, the following system operating parameters
should be monitored:
Clean -outs
A clean -out is located on the system just before the septic tank. If liquid backs up into
the house or the septic tank, the drainline may be clogged or the septic tank may have too
many solids in it to allow adequate flow through. A qualified contractor should be
contacted to unclog any blockages via these clean -outs. A pumping contractor should be
used to empty solids from the septic tank.
Septic Tank Effluent Filter Cleaning
The effluent filter attached to the outlet pipe of the septic tank should be cleaned every 3
months or per manufacturer's recommendations, whichever is more frequent. A
contractor or septic system professional can do this for you; however, this task can be
performed relatively easily and requires no special knowledge. Remove the septic tank
lid and remove the effluent filter (typically the filters are threaded or snap into place). Be
sure to use plastic gloves to avoid contact with the wastewater since it could contain
harmful bacteria or viruses. Depending on the filter housing, you may need to prevent
flow from leaving the tank while the filter is removed. To clean the filter, use a garden
hose with a nozzle and spray off any debris from the filter. Once the filter is clean, place
it back in the septic tank. Disinfect the plastic gloves using a mild bleach solution (1/2
cup Clorox or equivalent to 1 gallon water). Replace the septic tank lid.
Spray Field Pressure Settings
The spray system is designed to operate such that the nozzle pressure is approximately 20
psi. If you suspect the pressure is too high or low, a qualified contractor should be
contacted to make any necessary adjustments. A wetted spray radius of 35' from the
spray head shall be maintained.
Pump ON/OFF and Emergency HIGH Level Switches
The pump switches are used to control the operation of the pump. This system is
designed such that the pump is on for designated intervals set forth in the design
specifications. The pump operation is a timed dosing setup. When there is sufficient
R

liquid in the tank, the pump will operate at a specific time for a designated interval. In
periods of high water (following a rain event), the pump may operate more frequently.
An emergency high level switch is located in the pump tank that triggers an audible and
visual alarm in the event the liquid level gets too high. In this situation, the following
steps should be taken:
• Stop use of all water in the residence (to stop flow into the pump tank),
• Verify that the system has electrical power.
• Contact a qualified contractor to inspect the system (if needed)
If it has rained recently the pump may not be operating because the rain sensor is
temporarily blocking the system from operating. If this is the case then the pump will
resume operation once it is dry enough. If the pump tank is in danger of overflowing and
continued rainfall is expected, contact a septic tank pump contractor to remove a portion
of the liquid in the pump tank. The pump tank has been designed to accommodate
approximately 5 days of effluent storage under normal usage. As a result, prolonged
periods of rain may cause a back-up of effluent in the system since the rain sensor
prevents application of effluent onto the spray field.
In general, a contractor or licensed professional should be contacted under any
circumstances where you are uncomfortable in operating the system or troubleshooting a
problem. More detailed information on the installation and maintenance of specific
components of this system can be found in the manufacturer's installation and
maintenance specifications attached as part of this package. If you have difficulty finding
this information, please contact the manufacturer of the component.

Appendix L
Operation and Maintenance Agreement

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
DWR
15A NCAC 02T .0G00 — SINGLE-FAMILY RESIDENCE WASTEWATER IRRIGATION SYSTEMS
OPERATION AND MAINTENANCE AGREEMENT
Division of Water Resources FORM: SFRWWIS O&M 08-13
Permit No. County: Granville
Property owner(s) as appearing on the recorded deed: James Edward Tarrence, Jr., Hannah Alicia Terrence, and Jenny Nicole Terrence
Mn Mailing adaddress:v LJ A VUU----- _ - -- _
Facility address: 3546 Andersons Place Ln, Franklinton, NC 27525
Irrigation Method: .0 SPRAY LJ DRIP
I / We agree to operate and maintain the single-family residence wastewater treatment and irrigation system as follows:
1, t the Yer'i,hittee is responsible t'or tthe operation and maintenance of the entire wastewater treatment and "irrigation
system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed.
b. The septic tang effluent filter shall be checked and cleaned annually.
c. Accessible sand filter surfaces shall be raked and leveled every six months and any vegetative growth shall be
removed manually.
d. U The tablet chlorinator shall be checked weekly. Wastewater grade tablets (calcium hypochlorite) shall be
added as needed to provide proper chlorination (pool chlorine tablets shall not be used), OR .
® The ultraviolet disinfection unit shall be checked weekly. The lamp(s) and quartz sleeve(s) shall be
cleanest or replaced as needed to ensure proper disinfection.
e. All pump and alarm systems shall be inspected monthly.
f. -The irrigation system shall be inspected monthly to ensure that the system is iree of leaks, that ail irrigation
equipment is operating as designed, that vegetative growth dries not interfere with the system inspection or
operation, that the soil is assimilating the disposed treated wastewater with no visible runoff or ponding, and
that no objectionable odors are being generated.
2. Failure to pay the annual fee shall be cause for the Division to revoke the permit pursuant to 15A Nl.`AC 012T
.0105(e)(3).
3. The Permittee's failure to properly operate this system is subject to a penalty up to $25,000 per day.
4. .Failure to meet the permit conditions or violation of the State's surtace water or groundwater regulations may void
the permit.
All owners appearing on the legallv recorded Droperty deed shall sign this Operation & Maintenance Agreement
1 / We understand the above requirements and agree to tulesu s as part ot; issued permit.
Owner Signature: Date: �i -. 4-1
Owner tignature: e�� Datc:l J / (4
FORM: SFRWWIS O&M 08-13 Page 1 of 1

State of North €:aroiina
Department of Environment and Natural Resources
Division of Water Resources
,-)WR 15A NCAC 02T .0600 — SINGLE-FAMILY RESIDENCE WASTEWATER IRRIGATION SYSTEMS
OPERATION AND R AINTENANCE AGREEMENT
Division of Water Resources FORM: SFRW WIS O&M 08-I3
Permit No. County: Granville
Property owner(s) as appearing on the recorded deed: James Edward Tarrence, Jr., Hannah Alicia Tarrence, and Jenny Nicole Tarrence
nr� n.... Mr_ r_ A-- k1n n-7enn
Mailing address:
Facility address: 3546 Andersons Place Ln, Franklinton, NC 27525
Irrigation Method: 1X SPRAY j j DRIP
I / We agree to operate and maintain the single-family residence wastewater treatment and irrigation system as follows:
1. The Permittee is responsible for the operation and maintenance of the entire wastewater treatment and irrigation
system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed.
b. The septic tank effluent filter shall be checked and cleaned annually.
c. Accessible sand filter surfaces shall be raked and leveled every six months and any vegetative growth shall be
removed manually.
d. U The tablet chlorinator shall be checked weekly. Wastewater grade tablets (calcium hypochlorite) shall be
added as needed to provide proper chlorination (pool chlorine tablets shall not be used), OR
The ultraviolet disinfection unit shall be checked weekly. The lamp(s) and quartz sleeve(s) shall be
cleaned or replaced as needed to ensure proper disinfection.
e. All pump and alarm systems shall be inspected monthly.
f. The irrigation system snail oe inspected monthly to ensure that the system is free of leaks, that ail irrigation
equipment is operating as designed, that vegetative growth does not interfere with the system inspection or
operation, that the soil is assimilating the disposed treated wastewater with no visible runoff or ponding, and
that no objectionable odors are being generated.
2. Failure to pay the annual fee shall be cause for the Division to revoke the permit pursuant to 15A CAC: o2T
.0105(e)(3).
3. The Permittee's failure to properly operate this system is subject to a penalty up to $25,000 per day.
4. Failure to meet the pennit conditions or violation of the State's surface water or groundwater regulations may void
the pemiit.
All owners apDearing on the legally recorded uroberty deed shall sign this Oueration & Maintenance Agreement
1 / We understand the above 11,:30124
re irements anti agree to these terms as part of the issued permit.Owner Signature: Date:
Owner Signature: Q .Date:
FORM: SFRWWIS O&M 08-13 Page I of I

Appendix M
County Health Department Denial

VGRANVILLE VANCE
IMPROVEMENT PERMIT DENIAL
Date 6/12/24
James E. Tarence Jr.
3554 Anderson Place Ln.
Creedmoor, NC 27522
Re: Application for improvement Permit for property located at 3554 Andersons Place Ln.
Property Identifier(address, PIN, etc.)
Health Department file # 413746
Dear James E. Tarrence, Jr.
Owner or Owner's Representative
The Granville County Health Department, Environmental Health
Division, on 6/11/24 evaluated the above -referenced property at the site designated
on the plat/site plan
that accompanied your Improvement Permit application. According to your application the site is to
serve a 2 bedroom residence with a design wastewater flow of
240 gallons
per day. The evaluation was done in accordance with the laws and rules governing on -site wastewater
systems in General Statutes 130A-333 to 345 and 15A NCAC 18E.
Based on the criteria set out in 15A NCAC 18E .0501 through .0602, the evaluation indicated that the site
is UNSUITABLE for an on -site wastewater system. Therefore, we must deny your request for an
Improvement Permit. A copy of the site evaluation is enclosed. The site is unsuitable based on the
following:
❑ Unsuitable soil topography and/or landscape position (Rule .0502)
x❑ Unsuitable soil characteristics (structure or clay mineralogy) (Rule .0503)
x❑ Unsuitable soil wetness condition (Rule .0504)
x❑ Unsuitable soil depth (Rule .0505)
❑ Unsuitable saprolite (Rule .0506)
❑ Presence of restrictive horizon (Rule .0507)
❑ Insufficient space for septic system and repair area (Rule .0508)
❑ Unsuitable for meeting required setbacks (Rule .0601 or .0602)
❑ Other (Cite applicable rule):
NCDHHS/DPH/EHS/OSWP Revised January 2024
Form IPD-24.1

V GRANVILLE VANCE
These severe soil or site limitations could cause premature system failure, leading to the discharge of
untreated sewage on the ground surface, into surface waters, directly to ground water, or inside your
structure.
The site evaluation included consideration of possible site modifications, as well as use of all possible
systems approved under 15A NCAC 18E. However, the Health Department has determined that none of
the above options will overcome the severe conditions on this site. A possible option might be a systemdesigned to dispose of sewage to another area of suitable soil such as off -site to additional property.
For the reasons set out above, the property is currently classified UNSUITABLE, and no Improvement
Permit shall be issued for this site in accordance with Rule .0509(a) and (d).
A site classified as UNSUITABLE may be classified as SUITABLE if written documentation is provided that
meets the requirements of Rule .0509(b) or (c). A copy of this rule is enclosed. You may hire a
consultant to assist you if you wish to try to develop a plan under which your site could be reclassified as
SUITABLE.
You have a right to an informal review of this decision. You may request an informal review by the soil
scientist or environmental health supervisor at the local health department. You may also request an
informal review by the Department of Health and Human Services' Regional Soil Scientist. A request for
informal review must be made in writing to the local health department.
You also have a right to a formal appeal of this decision. To pursue a formal appeal, you must file a
petition for a contested case hearing with the Office of Administrative Hearings, 1711 New Hope Church
Rd, Raleigh, NC 27609. To get a copy of a petition form, you may write the Office of Administrative
Hearings, call the office at 984-236-1850, or download it from the OAH web site at
httr)://www.oah.nc.Rov. The petition for a contested case hearing must be filed in accordance with the
provision of General Statutes 130A-24 and 150E-23 and all other applicable provisions of Chapter 150B.
General Statute 130A-335(g) provides that your hearing will be held in the county where your property
is located.
If you wish to pursue a formal appeal, you must file the petition form with the Office of Administrative
Hearings WITHIN 30 DAYS OF THE DATE OF THIS LETTER. The date of this letter is 6/12/24. Meeting
the 30-day deadline is critical to your formal appeal.
If you file a petition for a contested case hearing with the Office of Administrative Hearings, you are
required by General Statute 150E-23 to serve a copy of your petition on the Registered Agent for the
Department of Health and Human Services: Julie Cronin, Office of General Counsel, Department of
Health and Human Services, 2001 Mail Service Center, Raleigh, N.C. 27699-2001.
Do not serve the petition on your local health department. Sending a copy of your petition to the local
health department will not satisfy the legal requirement in General Statute 1508-23 that you send a
copy to the Office of General Counsel, Department of Health and Human Services.
You may call or write the local health department if you need any additional information or assistance.
NCDHHS/DPH/EHS/OSWP Revised January 2024
Form IPD-24.1

AmpGRANVILLE VANCE
Sincerely,
��,�,c'za'" rL e ►i �
!C
Signature of Authorized Agent
Enclosures: (Enclose copy of site evaluation and Rule .O509)
NCDHHS/DPH/EHS/OSWP Revised January 2024
Form IPD-24.1

Appendix N
Floodway Regulation Compliance

National Flood Hazard Layer FI RMette *FEMA
7895'12"W 36o8'18"N
c`-1.b,000
0 250 500 1,000 1,500 2,000
Legend
SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT
Without Base Flood Elevation (BFE)
Zone A, V, A99
SPECIAL FLOOD
Wit h BFE or Depth ZoneAE, AO, AH, VE, AR
HAZARD AREAS
Regulatory Floodway
0.2% Annual Chance Flood Hazard, Areas
of 1% annual chance flood with average
depth less than one foot or with drainage
areas of less than one square mile Zonex
Future Conditions 1% Annual
Chance Flood Hazard Zonex
" Area with Reduced Flood Risk due to
OTHER AREAS OF
Levee. See Notes. Zone
FLOOD HAZARD
Area with Flood Risk due to Leveezone D
NOSCREEN Area of Minimal Flood Hazard
Q Effective LOMRs
OTHER AREAS Area of Undetermined Flood Hazard
GENERAL - — - - Channel, Culvert, or Storm Sewer
STRUCTURES IIIIIII Levee, Dike, or Floodway
Cross Sections with 1% Annual Chance
17.5 Water Surface Elevation
a - - - Coastal Transect
—sfa— Base Flood Elevation Line (BFE)
Limit of Study
Jurisdiction Boundary
— --- Coastal Transect Baseline
OTHER
_ Profile Baseline
FEATURES
Hydrographic Feature
Digital Data Available AN
El No Digital Data Available
MAP PANELS
El Unmapped
The pin displayed on the map is an approximate
point selected by the user and does not represent
an authoritative property location.
This map complies with FEMA's standards for the use of
digital flood maps if it is not void as described below.
The basemap shown complies with FEMA's basemap
accuracy standards
The flood hazard information is derived directly from the
authoritative NFHL web services provided by FEMA. This map
was exported on 11/3/2023 at 10:44 AM and does not
reflect changes or amendments subsequent to this date and
time. The NFHL and effective information may change or
become superseded by new data overtime.
This map image is void if the one or more of the following map
elements do not appear: basemap imagery, flood zone labels,
legend, scale bar, map creation date, community identifiers,
FIRM panel number, and FIRM effective date. Map images for
unmapped and unmodernized areas cannot be used for
regulatory purposes.
Basemap Imagery Source: USGS National Map 2023

Appendix O
Threatened or Endangered Aquatic Species Documentation

Roy Cooper, Governor
■ ■■■
■■ s INC DEPARTMENT OF
■ I[
Bosom NATURAL AND CULTURAL RESOURCES
■ ■■■
September 26, 2023
Julie Davidson
Agriwaste Technology, Inc.
501 N. Salem St.
Apex, NC 27502
RE. James Terrance Onsite Wastewater Design
Dear Julie Davidson.
d_ Reid Wilson, Secretary
Misty Buchanan
Deputy Director, Natural Heritage Program
NCNHDE-23456
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
A query of the NCNHP database, based on the project area mapped with your request, indicates
that there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary, or within a one -mile radius of
the project boundary.
Please note that although there may be no documentation of natural heritage elements within or
near the project boundary, it does not imply or confirm their absence, the area may not have been
surveyed. The results of this query should not be substituted for field surveys where suitable habitat
exists. In the event that rare species are found within the project area, please contact the NCNHP so
that we may update our records.
Please also note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may also not be redistributed without
permission.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact the NCNHP at natural.heritaaena dncr.nc.aov.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOURCES
Q 121 W. JONES STREET. RALEIGH. NC 27603 • 1651 MAIL SERVICE CENTER. RALEIGH. NC 276"
OFC 919.707.91120 • FAX [phone]

NCNHDE-23456: James Terrance Onsite Wastewater Design
475 ft v
56
Wilton
�' S6
56 96
96
a
3 O \klir?to Ra
U
Z
N
W
+L 0 0.28 0.55 1.1 Miles
I
September 26, 2023
Q Buffered Project Boundary
Q Project Boundary
Sources Fsri, Airbus DS. USGS. NCA. NASA, CGIAR. N Robinson. NCFAS.
NLS. OS, NMA. Geodatastyrelsen, Rijkswaterstaat GSA, Geoland, FFMA,
It-mapand the GIS use
community
Sources Esn, HERE, Garmm. FAO. NOAA, USGS. © OpenStreetMap
contributors, and the CIS User Community
Page 2 of 2