WQ0041386_Application_20200312

Initial Review
INITIAL REVIEW
Reviewer
Thornburg, Nathaniel
Is this submittal an application?
(Excluding additional information.)*
r Yes r No
Is this a complete
application?*
Complete App Date
r Yes r No
12/20/2019
Project Number*
WQ0041386
Applicant/Permittee
Barry T. Street
Applicant/Permittee
3800 Wesley Ridge Drive, Apex, NC, 27539
Address
Is the owner in BIMS?
r Yes r No
Owner Type
Facility Name
County
Fee Category
Single -Family Residence
Signature Authority
Individual
2162 Brogden Rd. SFR
Granville
Signature Authority Title
Signature Authority Email
Document Type (if
non -application)
Email Notifications
Does this need review by the hydrogeologist?*
r Yes r No
Regional Office Raleigh
CO Reviewer Erick Saunders: eads\egsaunders
Is the facility in BIMS?
r Yes r No
Fee Amount
60

Admin Reviewer
Below list any additional email address that need notification about a new project.
Email Address
Comments to be added to email notification
Comments for Kendall
Comments for RO
Comments for Reviewer
Comments for Applicant

Submitted Form
Project Contact Information
Rease provide information on the person to be contacted by MB Staff regarding electronic subnittal, confirmation of receipt, and other issues.
........................................................................................................................................................................................................................................................................................................................................................................
Name * Scott Jones
Email Address*
[e-mail]
Project Information
Submittal Type* r New Permit Application
r Renewal
r Annual Report
r Other
Permit Type * r Wastewater Irrigation
r Other Wastewater
r Closed -Loop Recycle
r Single -Family Residence
Wastewater Irrigation
Is a paper copy of the application being submitted?
r Yes r Nor N/A
Permit Number WQ0041386
currently has project
Applicant\Permittee * Barry T Street
Phone Number*
9198590669
Applicant/Permittee 3800 Wesley Ridge Drive, Apex, NC, 27539
Address*
Facility Name * 2162 Brogden Rd. SFR
r Modification (Major or Minor)
r Additional Information
r Residual Annual Report
r High -Rate Infiltration
r Reclaimed Water
r Residuals
r Other
Please provide comments/notes on your current submittal below.
Original submission package for Street Property WWTS at 2162 Brogden Road is attached, paper copies have
already been submitted
Please attach all information required or requested for this submittal to be review here.
Application Formt Engineering Rans, Specifications, Calculations, Etc.)
Package - Barry Street (elec).pdf 79MB
upload only 1 RDF document. NLltiple documents must be corrbined into one RDF file.

For new and modification permit applications, a paper copy may be required. If you have any questions
about what is required, please contactthe reviewer or Tessa Monday. If a paper --polka*-ion is required,
be advised, applications accepted' far pre -review until both the paper and eIect-c-,i_ co1)ies nave been
received. The paper copy shall include the following:
o Application Form
o All relevant attachments (calcs, soils report, specs, etc.)
o One full-size engineering plan set
o One 11x17" engineering plan set
o One extra set of specifications
o Fee (if required)
MallinE address:
❑iuision of Water Resources1 Division of Water Resources
Non -Discharge Branch I Non -Discharge Branch
1617 Mail Service Center 1 Aft: Nathaniel Thornburg, 91° Floor, Cfice #942W
----------------------------------------------------------- -----------------------------------------
Raleih, NC 27699-1617 512 N. Salisbury St.
Far questions or problems contact Tessa Monday [e-mail] or 919.707.3560.
* W By checking this box I acknowledge that I understand the application will not be accepted
for pre -review until the paper copy (if required) and fee (if required) have been received by
the Non -Discharge Branch. 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).
Signature
Submission Date 3/12/2020

Z 2
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
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Nathaniel D. Thornburg
Environmental Program Supervisor III
NC Department of Environmental Quality
512 N. Salisbury Street
Raleigh, NC 27699
Subject: Street Property WWTS
2162 Brogden Road
Creedmoor, NC 27522
SFR Wastewater Irrigation System
Granville County
Map No. 088602987210
Dear Mr. Thornburg;
December 15, 2019
Please consider this information for an application for a single-family residence (SFR)
wastewater irrigation system. The property is located at 2162 Brogden Road,
Creedmoor, NC. The AdvanTex treatment system and dripfield are designed for a four -
bedroom single family residence. This proposed design utilizes the extent of the
maximum drainfield area feasible for use and other conservative measures in order to
account for the -off -site KSAT locations. The following information is included for your
review.
Section A: Cover Letter
- Included as this letter.
Section B: Application Fee
- Application Fee Included.
Section C: SFR Wastewater Irrigation System Application
- Form Included (Appendix C).
Section D: Existing Permit
- N/A New Application.
Section E: Property Ownership Documentation
- 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
- County Correspondence 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 sioneskagriwaste.com or via
telephone at 919-859-0669.
Regards,
JI-Ag-
Scott P. Jones, P.E.
Project Engineer

Appendix C
Wastewater Irrigation Systems 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
INSTRUCTIONS FOR FORM: SFRWWIS 06-16 & SUPPORTING DOCUMENTATION
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 good engineering 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):
E 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):
E 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 Project
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 System 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):
E 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:
® 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 Policy, submit a detailed soil evaluation that has been signed, sealed and
dated by a North Carolina Licensed Soil Scientist and includes at a minimum:
❑ The report shall identify all the sites/fields with project name, location, and include a statement that the sites/fields were
recommended for the proposed land application activity.
❑ 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 Policy.
❑ Soil profile descriptions meeting all of the requirements of the Soil Scientist Evaluation Policy.
❑ Provide all soil boring logs performed at the site.
❑ Standard soil fertility analysis conducted no more than one year prior to permit application for each map unit in the soil
map legend for the following parameters:
❑ Acidity ❑ Exchangeable sodium percentage (by calculation) ❑ Phosphorus
❑ Base saturation (by calculation) ❑ Magnesium ❑ Potassium
❑ Calcium ❑ Manganese ❑ Sodium
❑ Cation exchange capacity ❑ Percent humic matter ❑ Zinc
❑ Copper ❑ pH
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/hr) 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 System Loading Rate Calculation Policy.
❑ A completed copy of the Single -Family 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):
® Per 15A NCAC 02T .0604(c)(2), submit specifications that have been signed, sealed and dated by a North Carolina licensed
Professional Engineer.
® 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.
® 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:
❑ Hydraulic and pollutant loading calculations for each treatment unit demonstrating how the designed effluent
concentrations in Application Item V.1. were determined (Note: "black box" calculations are unacceptable).
❑ Sizing criteria for each treatment unit and associated equipment (i.e., pumps, etc.).
❑ Total and effective storage calculations for each storage unit.
❑ Friction/total dynamic head calculations and system curve analysis for each pump used.
❑ Manufacturer's information for all treatment units, pumps, irrigation system, etc.
❑ Flotation calculations for all treatment and storage units constructed partially or entirely below grade.
❑ 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.
❑ A properly completed and executed Single -Family Residence Loading Rate Workbook.
Site Map (All Application Packages):
® Per 15A NCAC 02T .0604(d), submit standard size and I I x 17-inch site maps that have been signed, sealed and dated by a
North Carolina licensed Professional Engineer and/or Professional Land Survey.
® For clarity, multiple site maps of the facility with cut sheet annotations may be submitted.
® 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 .0107(i) 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):
® 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.
® 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):
® 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(g), 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 Chapter 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 Program am 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 Quality Permitting Section — Wetlands 401 Certification
❑ US Army Corps of Engineers South Atlantic Division — Nationwide 12 or Section 404 permit
❑ 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 Delivery:
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: Barry T Street
2. Applicant type: ® Individual ❑ Corporation ❑ General Partnership
3. Signature authority's name: Barry T Street per 15A NCAC 02T .0106(b) Title: Owner & Power of Attorney
4. Applicant's mailing address: 3800 Wesley Ridge Drive
City: Apex State: NC Zip: 27539-
5. Applicant's contact information:
Telephone number: [phone] Fax number: (_) - Email Address: prince_ 166khotmail.com
IL FACILITY INFORMATION:
1. Facility name: Street Property WWTS
2. Facility status: ❑ Existing or ® Proposed
3. Facility's physical address: 2162 Brogden Road
City: Creedmoor State: NC Zip: 27522- County: Granville
4. Wastewater Treatment Facility Coordinates: Latitude: 360 08' 06" Longitude: -780 41' 46"
Provide the following latitude and longitude coordinate determination information:
Datum: NAD83 Level of accuracy: Nearest second Method of measurement:
Aerial photography with ground control
5. USGS Map Name: Stem 2019
III. CONSULTANT INFORMATION:
1. Engineer's name: Scott P. Jones License Number: 045605 Firm: Agri -Waste Technology, Inc.
Engineer's mailing address: 501 N. Salem Street, Ste 203
City: Apex State: NC Zip: 27502-2315
Telephone number: [phone] Fax number: [phone] Email Address: sloneskagriwaste.com
2. Soil Scientist's name: Jeff Vaughan License Number: 1227 Firm: Agri -Waste Technology, Inc.
Soil Scientist's mailing address: 501 N. Salem Street, Ste 203
City: Apex State: NC Zip: 27502-2315
Telephone number: [phone] Fax number: [phone] Email Address: jvau-hnkagriwaste.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. 00
3. Describe the origin of the wastewater and provide abrief project description: Residential single family dwelling
with AdvanTex pretreatment and surface drip disposal
4. Wastewater flow: 480 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
Per Unit
Number
of Units
Flow
4 Bedroom SFR
gal/day
120
4
480 GPD
gal/
GPD
Total
480 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
Permit/Certification No.
Agency Reviewer
Submitted
Approved
Nationwide 12 or 404
Wetlands 401
7. What is the nearest 100-year flood plain elevation to the facility? 288 feet mean sea level. Source: FEMA Flood Mal)
Number 3720086000K
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:
Parameter
Estimated Influent
Concentration
Designed Effluent
Concentration
(monthly avera e)
Minimum Required
Degree of Treatment
Prior to Stora e
Biochemical Oxygen Demand (BODO
350 mg/1
<10 mg/1
< 30 mg/1
Total Suspended Solids (TSS)
200 mg/1
<10 mg/1
< 30 mg/1
Ammonia Nitrogen (NH3-N)
100 mg/1
<10 mg/1
< 15 mg/1
Fecal Coliforms
<100 per 100 nil
< 200 colonies/100 nil
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?
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(1), do the designed irrigation loading rates (see Application Item VIL4.) exceed
the soil scientist recommended loading rates (see Application Item VIL3.)? ❑ 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-9 & Specification Page: See. 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-10 & Specification Page: See. H-6. 7) or ❑ No
15. In accordance with 15A NCAC 02T .0605(p), 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(g), 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
System
Treatment /
�Storage Unit
Any habitable residence or place of assembly under separate ownership or not to be
maintained as part of the project site
N.A.
N.A.
Any habitable residence or place of assembly owned by the Permittee to be maintained as
part of the project site
N.A.
Any private or public water supply source
N.A.
N.A.
Surface waters (streams — intermittent and perennial, perennial waterbodies, and wetlands)
119'
228'
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)
35'
Any well with exception of monitoring wells
N.A.
177'
Any property line
50'
103'
Top of slope of embankments or cuts of two feet or more in vertical height
15'
Any water line from a disposal system
>10'
Any swimming pool
N.A.
Public right of way
N.A
Nitrification field
N.A.
Any building foundation or basement
N.A.
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
Units
Manufacturer or
Material
Dimensions (ft) /
Spacings (in)
Volume
(gal)
Plan Sheet
Reference
Specification
Reference
Septic Tank
1
Shoaf Precast Septic
10.5' x 5.5' x 5.83'
1500
WW-7
Sec. H-6.1
Select
Select
b. SECONDARY TREATMENT (i.e., physical, biological and recirculation processes):
Treatment Unit
No. of
Units
Manufacturer or
Material
Dimensions (ft)
Volume
(gal)
Plan Sheet
Reference
Specification
Reference
Advantex Treatment
1
Orenco Systems, Inc.
8.5' x 5.17' x 6.0'
800
WW-7
Sec. H-6.5
Select
Select
c. DISINFECTION:
No. of
Manufacturer or
Volume
Plan Sheet
Specification
Treatment Unit
Dimensions (ft)
Units
Material
(gal)
Reference
Reference
Ultraviolet
1
Orenco Systems, Inc.
3" Diameter
6 gpm
WW-7
Sec. H-6.5
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)
(al)
(days)
Shoaf Precast Septic
1
12. 5' x 6. 5' x 8. 7'
4000
2461.2
5. 13
WW-7
See. H-6. 1
e. PUMPS:
Location
No. of
Pumps
purpose
Manufacturer /
Type
Capacity
Plan Sheet
Reference
Specification
Reference
GPM
TDH
Treatment Pod
1
Recirculation
Orenco Systems, Inc.
16.75
12.9'
WW-7
Sec. H-6.4
Pump Tank
1
Field Dosing
Orenco Systems, Inc.
22.1
205.8
WW-9
Sec. H-6.4
f. BLOWERS:
Location
No. of
No.
Units Served
Manufacturer /
Type
Capacity
(CFM)
Plan Sheet
Reference
Specification
Reference
N.A
g. MIXERS:
Location
No. of
Mixers
Units Served
Manufacturer /
Type
Power
(h)
Plan Sheet
Reference
Specification
Reference
N.A
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:
Soil Series
Fields within Soil Area
Minimum Observed
Depth to SHWT
(ft)
Recommended
Loading Rate
(in/hr)
Recommended
Loading Rate
(in/yr)
Creedmor
1
>1.5' (perched SHWT)
0.20
11.34
4. Irrigation System Information (Note — this table may be expanded for additional fields):
Field
Area
(acres)
Dominant
Soil Series
Designed
(RateR
in/hr)
Designed
Rate
( in/ r
Latitude
(DMS)
Longitude '
(DMS)
Waterbody
StreamIndex
2
o
Classification
1
0.57
Creedmor
0.16
11.34
360 07' 56"
-780 41' 51"
27-10-(1)
WS-II; HQW,
NSW, CA
0 „
0 „
0 „
0 „
0 „
0 „
0 „
0 „
0 „
0 „
Total
0.57
' Provide the following latitude and longitude coordinate determination information:
Datum: NAD83 Level of accuracy: Nearest second Method of measurement:
Aerial photography with ground control
2 For assistance determining the waterbody stream index number and its associated classification, instructions may be
downloaded at: https://ncdenr.s3.amazonaws.com/s3fs-
public/Water%20Qualiiy/Aquifer%2OProtection/LAU/Agreements/W S CA%2008-13. pdf.
Spray Irrigation Design Elements
Drip Irrigation Design Elements
Nozzle wetted diameter:
N.A It
Emitter wetted area:
6 ft2
Nozzle wetted area:
N.A ft2
Distance between laterals:
3 It
Nozzle capacity:
N.A GPM
Distance between emitters:
2 It
Nozzle manufacturer/model:
N.A / N.A
Emitter capacity:
0.61 GPH
Elevation of highest nozzle:
N.A It
Emitter manufacturer/model:
American Manufacturing
Comapny, , Inc. / Bioline
Specification Reference:
N.A
Elevation of highest emitter:
324 ft
Specification Reference:
WW-8, Sec. H-6.8
FORM: SFRWWIS 06-16 Page 5 of 6

Professional Engineer's Certification:
Scott P. Jones attest that this application for
(Professional Engineer's name from Application Item 111.1.)
Street Property W WTS
(Facility name from Application Item 11.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I 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 143-215.68, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000, as well as civil penalties up to $25.000 per violation.
i
North Carolina Professional Engineer's seal, signature, and date.
\\� //� �17�`'` Or
.`\� Q-� N C A Rol/'',
_ '.o��ss/°ti
: d SEAL r
045605
i S 01VOlhf�tE� ca
c0 T P. �0��
f l 111 l00
(7It 5M
Applicant's Certification per 15A NCAC 02T .0106(b):
I. Barry T. Street: Owner and Power ot' Attorrie� _ __attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
Street Property W WTS
(Facility name from Application Item 11.1.)
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. andor 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 that die applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater
facility without proper closure, does not have an outstanding civil penalty winere all appeals have been exhausted or abandoned, are
compliant with any active compliance schedule, and do not have any overdue annual fees per 15A NCAC 02T .0105(e).
Note: In accordance with General Statutes 143-215.6A and 143-215.6B. any person who knowingly makes any false statement,
representation. or certification in any application package shall be guilt 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.
Signature: �� Date: ! ? !/S Ar?
FORM: SFRWWIS 06-16 Page 6 of

Appendix E
Property Ownership Documentation

4 73
first above written.
(55e in stamps) Oliver Cash (SEAL)
Zone K. Cash (SEAL)
North Carolina,
Granville County.
Be it known that on this the 21st day of February, 1949, personally
appeared before me Oliver Cash and Zone K. Cash, signers and sealers of the
foregoing and hereto annexed deed, and acknowledged the due execution thereof
by them for the purposes therein set forth. And the said Zona K. Cash, wife
of the said Oliver Cash, being by me privately examined, separate and apart fro
her said husband, touching her voluntary execution of said deed, states that
sLe signed the same freely and voluntarily, without fear or compulsion of her
said husband, or of any other person, and that she still voluntarily assents
thereto.
Witness myy1Lhand and Notarial Seal.
# Lena Jones, N. P. Lena Jones
# S E A L #
# Granville Countyy N.C.# Natar
My commission expires 1/16/50c
NORTH CAROLINA,
Granville County. CERTIFICATE OF CLERIC
The foregoing certificate of Lena Jones, a notary public of Granville
C minty, attested by her notarial seal, is adjudged to be correct, in due form
and according to law. Therefore let the instrument with the certificates be
registered.
Witness my hand this 21st day of February, 1949.
Charlotte Easton
Asst. Clerk Superior Court
Filed for registration February 21, 1949 at 1:15 o'clock P. M. and duly recorded
and verified. /.
Flora 0. Mann, Register of Deeds ✓ II
North Carolina,
Granville County.
This deed made this February 21, 1949, by Oliver Cash and wife, Zona r
K. Cash, parties of the first part, to Arthur Street, party of the second part,ih
W I T N E S S E T H:
That the said parties of the first part, for and in consideration ofo
the payment to them by the said party of the second part of the sun of ten
dollars and other good, valuable and sufficient considerations, the receipt of
which is hereby expressly acknowledged, do hereby give, grant, bargain, sell I:
and convey unto the said Arthur Street, his heirs and assigns, three certain Il
lots or parcels of land, lying and being situate in Dutchville Township, Gran- its

villo County, North Carolinas
First Lot: A certain tract or parcel of land, lying, and being situate in Dutc
ville Township, Granville County, North Carolina, adjoining the lands of T. F.
Curl, J. W. Cash and others, bounded as followst Boginning at an elm tree on
Ledge of Rook Creek, Cash'a corner; running down said creek to a porAimmon tre
corner of' lot No. 4; thence N. 14.50 chains to a stone in lino of lot No. 3;
thence W. 11.50 chains to a stone in Curl's line; thence curl's line N. 181 E.
13.97 chains to a stake, Cash's corner; thence 9. 7.36 chains to the beginning
containing 18 acres, more or less, and being lot 110. 3 in the division of t1le
Doan land. This tract or parcel of land was devised to Esther E. Cash by the
last will and testament of Susan F. Doan, deceased.
rxcepted from the above described tract or parcel of land is a lot or
parcel of land containing 10.36 acres lioretoforo conveyed to the Town of Creed
moor.
Socond Lot: Lying and boing situate in Ddt0ivillo Township, Granville County,
North Carolina, and thus described; Beginning at a stake in Curl's line;
running thence by his lino N. 18�L E. 8.20 chains to Curl's corner in Bragg's
lino; thence N. 353 W. 11 chains to Ledge Creek to Milton'a and Bragg's cor-
nor; thence down Creek to an elm tree in corner of lot No. 2; thence along
flino of No. 2 N. 7.36 chains to the beginning, containing 13 acres, more or
j lase, known as Plat No, l in the division of the Dean land.
Third Lot: beginning at a large post oak, Bragg's corner; bltnning thence by
his line N. 34 1/2 W. 2.61 chains to an iron stake, Cash's and Bragg's corner;
thence by Cash's line N. 19 W. 0.12 chains to an iron stake, Curl's line,
Cash's corner; thence N. 37 E. 6.92 chains to the beginning, containing 85/100
of an acre, more or lase.
Excepted from the above described second and third lots, which are
considered us one tract, is a lot ar parcel of larxl, containing 7.61 acres,
i
horotofore conveyed to tho Town of Croednpoor.
The above described three lots or parcels of land are the same lands
described as Third, Fourth and Flftin Tracts in deed from Clyde Cash Clegg and
busband, Richard Clegg, to Oliver Cash,dated October 21, 1940, and of record
in the Offico of the Register of Deeds of Granville County in Book 116, at
Rage 360.
To have and to hold the above described parcels of land, with all
privileges and appurtenances tharounto belonging, unto him, the said Arthur
t;te'eet, his heirs and assigns, in fee-aimplo forever.
j And the said parties of the first part hereby covenant and agree to
fund with the auid party of the second part, his heirs and assigns, that they
are seized of said parcels of land in foe and have the right to convey the
'3arne in foe -simple; that said parcels of land are free and clear from any and
10

475
all encumbrances; and that they do hereby warrant and will forever defend the
title thereto against the claims and demands of any and all persons whomsoever.:
In testimony whereof, the said parties of the first part have here-
unto subscribed their names and affixed their seals, this the day and year firs
above written.
('Z1.65 in stamps)
Oliver Cash (SEAL)
Zona K. Cash (SEAL )
North Carolina,
Granville County.
Be it known that on this the 21st day of February, 1049, personally
appeared before me Oliver Cash and Zone, K. Cash, signers and sealers of the
foregoing and hereto annexed deed, and acknowledged the due execution thereof
by them for the purposes therein set forth. And the said Zona K. Cash, wife
of the said Oliver Cash, being by me privately examined, separate and apart fro
her said husband, touching her voluntary execution of said deed, states that
she signed the same freely and voluntarily, without fear or compulsion of her
said husband, or of any other person, and that she still voluntarily assents
thereto.
Witness my hand and Notarial Seal.
Lena Jones, N. P. # Lena Jones
# S E A L #
# Granville County, N.C. # Notary Public
it1!'l'f#fil .fk.%t?#fE.7$#,h`li##ff My commission expires 1/16/50
NORTH CAROLINA,
CERTIFICATE OF cl,mi
Granville County.
The foregoing certificate of Lena Jones, a notary public of Granvill,
County, attested by her notarial seal, is adjudged to be correct, in due form
and according to law. Therefore let the instrument with the certificates be
registered.
Witness my hand this 21st day of February, 1949.
Charlotte Easton
Asst. Clerk SnFerior Court
Filed for registration February 21, 1949 at 1:�0 o'clock P. M. and duly recorde
and verified. 1 j
Flora 0. Mann, Register of Doods
NORTH CAROLINA',
GRANVILLE COUNTY.
THIS DEED, Made and ontnred Into this the 17 day of Fsbrunry, 191[9,
by and between D. D. Sipes, Mortgagee no hereinafter ntnted, party of the fi
part, and Mary Elizabeth Smith, party of the second part,
W I T N E S S E T H;
THAT WTIEREAS, W. H. Sikes executed to the said D. H. Sikes, upon the
)
e
T
e
.V .

W r
- � z
NORTH CAROLINA LIED E '?3U �
GRANVILLE COUNTY '`g g�'i 3 V9
W�,t�,TI+ •.
j.Ci•
I, MARY SULA S� IELDS,, the County of
Granville and state of Nort4�-EerrCSrina, do hereby revoke all
former wills and codicils heretofore made by me and do hereby
make, publish and declare this my LAST WILL AND TESTAMENT in
manner and form as follows:
ITEM QNE
I direct my Executrix and Executor hereinafter named
to pay all of my just debts, funeral expenses and the costs
of administering my estate from the first monies which may
come into their hands as my personal representatives.
ITEM TWO
I will, devise and bequeath all of my property of
every sort, kind and description, both real and personal,
which I may own at the time of my death,to my daughter, Helen
Street, and to my grandson, Barry T. Street, absolutely and
in fee simple, each to receive a one-half (1/2) equal share.
ITEM THREE
I hereby constitute and appoint my said daughter,
Helen Street, and my said grandson, Barry T. Street, the
Executrix and Executor of this my Last Will and Testament and
request that they be permitted to serve without bond.
IN TESTIMONY WHEREOF, I, the said Mary Sula Street
Fields, have hereunto set my hand and affixed my seal, this
the day of July, 1990.
Mary Sula Street Fields
CURREN B CURRIN
n TYOFNCYs Rl kAW
P O. BOX I47
tl XFORO N C
a�eae
I

Signed, sealed, published and declared by the said
Mary Sula Street Fields to be her Last Will and Testament in
the presence of us, who at her request and in her presence and
in the presence of each other, do hereto set our hands as
witnesses.
�.URRIN S CURRIN
AT TORNSYN A7 LAW
P O MA 147
—,Ono N C,
,1565

NURIRCAROLINAOLPARIJAENTOf Hr-ALTHANDNU>< ISERVICLS
N C VITAL RECURU9
CERTIFICATE OF DEATH
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Page 1 of 7
I IUG11 M. CVRRIN
ATTORNEY Al LAW
P.O. BOX 147
OXFORD, N C_ 27565
NORTH CAROLINA
GRANVILLE COUNTY
1111l11 llll llll llll lll�llll I1�11I11 Il l Il llll llll l!I 1 !II III
Doc 10: 000042770007 Type: CRP
Recorded: 07/20/2006 at 11:47:59 AM
Fee Amt: $57.00 Paqe 1 of 7
Granville County, NC
Kathryn Crews AV
erett Req of Deeds
BK1159 PG264-2 / O
KNOW ALL MEN BY THESE PRESENTS, that I, HELEN B.
STREET, of the State and County aforesaid, do hereby
nominate, constitute and appoint my son, BARRY T. STREET, as
my true and lawful attorney in fact, giving and granting
unto my said attorney in fact the following powers, duties
and authorities:
(1) REAL PROPERTY TRANSACTIONS. To lease,
purchase, exchange, acquire, and to agree, bargain and
contract for the lease, purchase, exchange and acquisition
of and to accept, take, receive and possess any interest in
real property whatsoever, on such terms and conditions, and
under such covenants, as said attorney in fact shall deem
proper; and to maintain, repair, improve, manage, insure,
rent, lease, sell, convey, subject to liens, mortgage
subject to deeds of trust and in anyway or manner deal with
all or any part of any interest in real property whatsoever,
that the principal owns at the time of execution or may
thereafter acquire, for under such terms and conditions, and
under such covenants, as said attorney in fact shall deem
proper.
(2) PERSONAL PROPERTY TRANSACTIONS. To lease,
purchase, exchange and acquire, and to agree, bargain, and
contract for the lease, purchase, exchange, and acquisition
of, and to accept, take, receive and possess any personal
property whatsoever, tangible or intangible, or interest
Book: 1159 Page: 264 Seq: 1

Page 2 of 7
HUGH M_ CURRIN
A iTORNFY AT LAW
P.O. BOX - i
OXFORD, N_C 275f S
thereto, on such terms and conditions, and under such
covenants, as said attorney in fact shall deem proper; and
to maintain, repair, improve, manage, insure, rent, lease,
sell, convey subject to liens, mortgages, subject to deeds
of trust and hypothecate, and in any way or manner deal with
all or any part of any real or personal property whatsoever,
tangible or intangible, or any interest therein, that the
principal owns at the time of execution or may thereafter
acquire, under such terms and conditions, and under such
covenants, as said attorney in fact shall deem proper.
(3) BOND, SHARE AND COMMODITfI TRANSACT. To
request, ask, demand, sue for, recover, collect, receive and
hold and possess any bond, share instrument of similar
character, commodity interest or any instrument with respect
thereto together with the interest, dividends, proceeds or
other distributions connected therewith, as now are, or
shall hereafter become owned by, or due, owing payable, or
belonging to, the principal at the time of execution or in
which the principal may thereafter acquire interest; to
have, use and take all lawful weans and equitable and legal
remedies, procedures, and writs in the name of the principal
for the collection and recovery thereof, and to adjust,
sell, compromise, and agree for the same, and to make,
execute, and deliver for the principal, all endorsements,
acquittances, releases, receipts, or other sufficient
discharges for the same.
(4) BANKING TRANSACTIONS. To make, receive,
Book: 1159 Page: 264 Seq: 2

Page 3 of 7
1{UGH M, CURRIN
ATTORNEY AT LAFN
P.O. BOX 1a7 1
CXf ORO, N.C. 175b5
sign, endorse, execute, acknowledge, deliver and possess
checks, drafts, bills of exchange, letters of credit, notes,
stock certificates, withdrawal receipts and deposit
instruments relating to accounts or deposits in, or
certificates of deposit of, banks, savings and loan or other
institutions or associations for the principal.
(5) SAFE DEPOSITS. To have free access at any
time or times to any safe deposit box or vault in which the
principal might have access.
(6) BUSINESS OPERATING TRANSACTIONS. To conduct,
engage in and transact any and all lawful business of
whatever nature or kind for the principal.
(7) INSURANCE TRANSACTIONS. To exercise or
perform any act, power, duty, right or obligation whatsoever
in regard to any contract of life, accident, health,
disability or liability insurance or any combination of such
insurance procured by or on behalf of the principal prior to
execution; and to procure new, different or additional
contracts of insurance for -the principal and to designate
the beneficiary of any such contract of insurance, provided,
however, that the agent himself cannot be such beneficiary
unless the agent is spouse, child, grandchild, parent,
brother or sister of the principal.
(8) ESTATE TRANSACTIONS. To request, ask,
demand, sue for, recover, collect, receive and hold and
possess all legacies, bequests, devises, as are, owned by,
or due, owing, payable, or belonging to the principal at the
BOOk: 1159 Page: 264 Seq: 3

Page 4 of 7
a "J
IUGH hl. CURRIN
nIfURNEV AI
P.O. BOX 147 li
OMORO, N.C. 27565
time of execution or in which the principal may thereafter
acquire interest, to have, use, and take all lawful means
and equitable and legal remedies, procedures, and writs in
the name of the principal for the collection and recovery
thereof, and to adjust, sell, compromise, and agree for the
same and to make, execute and deliver for the principal, all
endorsements, acquittances, releases, receipts, or other
sufficient discharges for the same.
(9) PERSONAL RELATIONSHIPS AND AFFAIRS. To do
all acts necessary for maintaining the customary standard of
living of the principal, the spouse and children, and other
dependents of the principal; to provide medical, dental and
surgical care, hospitalization and custodial care for the
principal, the spouse, and children, and other dependents of
the principal; to continue whatever provision has been made
by the principal, for the principal, the spouse, and
children, and other dependents of the principal, with
respect to automobiles, or other means of transportation; to
continue whatever charge accounts have been operated by the
principal, for the convenience of the principal, the spouse,
and children, and other dependents of the principal, to open
such new accounts as the attorney in fact shall think to be
desirable for the accomplishments of any of the purposes
enumerated in this section, and to pay the items charged on
such accounts by any person authorized or permitted by the
principal or the attorney in fact to make such charges; to
continue the discharge of any services or duties assumed by
Book: 1159 Page: 264 Seq: 4

Page 5 of 7
HUCH M, CURRIN
ATTORNEY AT LAW
P.O. BOX 147
DXFORO, N.C. 27565
the principal, to any parent, relative or friend of the
principal; to continue payments incidental to the membership
or affiliation of the principal in any church, club,
society, order or other organization, or to continue
contributions thereof.
(10) TAX, SOCIAL, SECURITY AND UNEMPLOYMENT. To
prepare, to execute and to file all tax, social security,
unemployment insurance and information returns required by
the laws of the United States, or of any state or
subdivision thereof, or of any foreign government; to
prepare, to execute and to file all other papers and
instruments which the agent shall think to be desirable or
necessary for the safeguarding of the principal against
excess or illegal taxation or against penalties imposed for
claimed violation of any law or other governmental
regulation, and to pay, to compromise, or to contest or to
apply for refunds in connection with any taxes or
assessments for which the principal is or may be liable.
(11) GENERAL MANAGEMENT AND CONTROL. Generally,
and without limitation or restriction, I give to my said
attorney in fact full and complete authority to manage and
control all of my affairs, and to do any and everything for
me and in connection with my business affairs as I might do
myself.
This power of attorney is executed under the
provisions of Chapter 32A of the General Statutes of North
Carolina and shall not be affected by my subsequent
Book: 1159 Page: 264 Seq: 5

Page 6 of 7
I "Gh A1. QJRRIN
ATTORNEY AT LA%a
PA. BOX 147
(14OR0, N_C. 27565
incapacity or mental incompetency, if and when such
incapacity or incompetency shall begin. I hereby expressly
provide that my said attorney in fact shall not be .required
to post bond or to file annual accounts or a final account
with the Clerk of the Superior court as may be required by
the General Statutes of North Carolina, nor shall he be
required to file a ninety -day inventory or any other type of
accounting with the Clerk of the Superior Court.
I hereby revoke any and all powers of attorney
that I may have granted to any person in the past, and
declare this instrument to be my only valid power of
attorney.
This power of attorney shall remain in full force
and effect until my death or until a Guardian or Trustee may
be appointed for my properties in this State, should such
become necessary, or until I shall have executed,
acknowledged and registered an instrument of revocation of
this power of attorney. if and when a revocation of this
power -of -attorney is executed, acknowledged and registered,
such commercial banking institutions with whom my said
attorney -in -fact shall have been transacting my business
shall be notified in writing by registered mail or similar
mail, return receipt. Until such notification has actually
been received, as evidenced by the return receipt, said
commercial banking institution or institutions shall be
absolved from any liability arising out of unauthorized acts
Book: 1159 Page: 264 Seq: 6

Page 7 of 7
LX '
done by my said attorney -in -fact and shall be held
completely harmless by me.
IN TESTIMONY WHEREOF, I have hereunto subscribed
my name and affixed my seal, this the a� day of —rug ..day
of
(SEAL)
Helen B. Street
STATE OF NORTH CAROLINA
COUNTY OF GRANVILLE
On this day of personally
appeared before me the said Helen B. Street, to be known and
known to me to be the person described in and who executed
the foregoing instrument and she acknowledged that she
executed the same and being duly sworn by me, made oath that
..Cg9tT*;r-
the
My
LAUGH M. CURRIN
ATTORNEY AT LAW
P.O. BOX 147
OXFOR(J, M.C. 27565
Z
pV BI.�G :i
6 •f•(�
�b NN•N� ��`�
the foregoing instrument are true.
Notary Public
a� hl z, - P'//��. L19 Aj i-�,L `I
res : y � � �� g
Book: 1159 Page: 264 Seq: 7

Appendix F
Soil Evaluation

Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
Soil Suitabilityfor Single -
Family Residence Wastewater
Irrigation Systems
2162 Brogden Road
Creedmoor, NC 27522
Granville Coun
Prepared for: Mr. Barry Street, Owner
Prepared By: Jeff Vaughan, Ph.D., NC L. S. S.
Senior Agronomist/Soil Scientist
Report Date: December 12, 2019

Z7\�=
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
Soil Suitability for Single -Family Residence Wastewater Irrigation Systems
2162 Brogden Road, Creedmoor, NC
Granville County, NC
PREPARED FOR: Mr. Barry Street, Owner
PREPARED BY: Jeff Vaughan, Ph.D., NC L.S.S.
DATE: December 12, 2019
Soil suitability for a single-family residence wastewater dispersal system was evaluated on July
4, 2018, August 14, 2018, December 4, 2018, and May 28, 2019, for property located at 2162
Brogden Road in Creedmoor, NC (Granville County). Jeff Vaughan, Alex Thompson, and
Trevor Hackney of Agri -Waste Technology, Inc. (AWT) conducted the soil evaluation. Property
reference maps are included in Attachment 1. A site visit and soil evaluation was also conducted
on October 31, 2019, with Mr. Gary Kreiser of the NC Division of Water Resources —
Department of Environmental Quality.
The subject property is currently a cutover of about 3-5 years. It is very difficult to traverse the
property, so some lanes were cut using a hydro-ax during the evaluation process. There are some
small cutover debris on the property. There are moderate slopes on the property. The soil
surface is uneven in some places. The property has been denied a septic system permit for a
single-family residence. A copy of the permit denial is included in Attachment 2.
The owner proposes to build a 4-bedroom single family residence on the property. A well will
serve the residence. The proposed soils area that can accommodate an irrigation field is shown
on the maps in Attachment 3. The area is across the road from the proposed house. A path will
need to be cut to the drainfield and the path will need to remain cleared for routine access to the
drainfield throughout the occupancy of the home.
It was discovered during the design process for this septic system that the Granville County GIS
information was incorrect for this property. All the field work had been completed for the
system design by the time the error was discovered. Therefore, the originally proposed dripfield
had to be moved to accommodate the correct property lines. Additional soil borings were
conducted within this new proposed dripfield area and indicated that the soils were similar to the
originally proposed dripfield area. Indeed, the soil mapping unit Creedmoor sandy loam did not
change between the two areas. Therefore, the soils work conducted in the originally proposed
dripfield area is representative of the current/new proposed dripfield area.

The evaluation map in Attachment 3 details the locations of the soil borings, soil types, property
lines, proposed soils area for irrigation, and saturated hydraulic conductivity (KsaT) test
locations. The dominant soil type on this property and proposed application area is Creedmoor
coarse sandy loam (map symbols CrB and CrQ. A detailed description of a typical profile
within the proposed application area is shown in Attachment 4. All profile descriptions are for
moist soil. A written description of a typical deep boring profile is below. A standard soil
fertility sample was obtained for each horizon and is included in Attachment 5.
Creedmoor — Clayey, mixed, thermic Aquic Hapludults
Sideslope landscape position (2 — 10% slope)
Seasonal high water table (perched) is estimated to be 1.5 — 3'
A 0 to 6 inches, dark brown (IOYR 3/3) sandy loam; fine moderate granular structure; very
friable; non -sticky, non -plastic; clear smooth boundary; CEC = 8.5 meq/100cm3
E 6 to 14 inches, light yellowish brown (IOYR 6/4) sandy loam; fine moderate granular
structure; very friable; non -sticky, non -plastic; clear smooth boundary; CEC = 4.8
meq/100cm3
Btgl14 to 22 inches, red (2.5YR 4/8 clay; common medium distinct reddish gray (2.5YR 5/1)
and red (I OR 4/8) mottles; massive structure; extremely firm; very sticky, very plastic;
clear smooth boundary; CEC = 10.5 meq/100cm3
Btg222 to 42 inches, reddish gray (2.5YR 5/1) clay; common medium distinct red (2.5YR 4/8)
mottles; massive structure; extremely firm; very sticky, very plastic; clear smooth
boundary; CEC = 14.6 meq/100cm3
BC 42 to 72 inches, light gray (lOYR 7/1) clay; common medium distinct red (2.5YR 4/8)
mottles; massive structure; very firm; very sticky; very plastic; clear smooth boundary;
CEC = 14.3 meq/100cm3
C 72 to 84 inches, light gray (lOYR 7/1) clay loam to silty clay loam; common medium
distinct red (2.5YR 4/8) mottles; single grained structure; friable to firm; slightly sticky;
slightly plastic; CEC = 13.5 meq/100cm3
Saturated Hydraulic Conductivity (KsaT) Tests
A total of three KsaT tests were conducted within the proposed irrigation area on May 28, 2019
(locations noted in Attachment 3). The purpose of these tests was to determine permeability
within the most restrictive soil horizon (Btg horizons). All tests were performed with an
Aardvark Permeameter. The results are summarized below. The field datasheets, computational
spreadsheet, soil boring logs, and pictures are in Attachment 6. Results have been rounded to the
nearest thousandth to maintain significant figures.
2

Table 1. Saturated Hydraulic Conductivity (KsaT) Data.
KsaT Test Identification
KsaT Test De th
Permeabilit
-----inches-----
----- in/hr----
1
28
0.026
2
24
0.156
3
26
0.156
Geometric Mean
0.085
Loading Rate and Sprayfield Computations and Recommendations
Based on the KsaT data, we recommend a permeability rate of 0.03 (lowest of the 3 KsaT
measurements) be used in the water balance computation for this system. The wastewater
irrigation rate was 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. The computation spreadsheets developed to satisfy the 15A
NCAC 02T 0.0600 rules are available in Attachment 7. The Thornthwaite Method and 801h
percentile precipitation was used in the computations below.
Proposed loading rates for the wastewater system are computed using the water balance provided
in the Single -Family Residence Loading Rate Workbook; however, they are summarized below.
Loading rates can vary widely depending on the soil permeability rate and design factor used in
the computation. A loading rate of 11.34 in/year (0.22 in/week) is recommended for this system
and the instantaneous application rate should not exceed 0.20 in/hour.
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 the design flow of 480 gallons/day
and annual loading rate of 11.34 in/yr, the minimum size of the drip field is approximately
24,786ft2. The area evaluated and suitable for the proposed system is about 37,302fe, so ample
space is available for the wastewater irrigation system anywhere within the evaluated area.
The vegetation in the proposed irrigation field should be carefully removed by hand during the
installation process where necessary (the existing vegetation is so thick that installation is not
possible without clearing).
The surface of the soil will need to be smoothed prior to installation. Fill soil may be needed in
some places within the proposed dripfield area. The natural topography is ideal to shed surface
water, and this should not be adjusted. The present soil surface texture is sandy loam and offers
a good infiltrative surface. Fill material, where needed, should 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 or fragments of such.
3

4) Fill material shall classify under one of the following USDA soil texture classes:
loamy sand, sandy loam, sandy clay loam, loam, or silt loam. Particle size analysis may
be confirmed by a third -party testing laboratory if necessary.
AWT is recommending a surface drip irrigation system with ADVANTEX pretreatment to serve
the proposed single-family residence. The proposed system will satisfy the design criteria
outlined in 15A NCAC 02T .0605.
We appreciate the opportunity to assist you in this matter. Please contact us with any questions,
concerns, or comments.
M

ATTACHMENT 1: Property Reference Map

THIS SURVEY IS OF AN EXISTING PARCEL OR
IMPERVIOUS AREA
SETBACKS
PARCELS OF LAND AND DOES NOT CREATE
HOUSE
3,840 SQ.FT.
ZONE AG
NEW STREET OR CHANGE AN EXISTING STREET.
DRIVE
1,810 SQ.FT.
FRONT 6D'
WALK
166 SQ.FT.
SIDE 25'
SHAWN T. RUMBERGER, PLS L-4909 DATE
5,816 SQ.FT.
REAR 25'
92'15'43" E
w
zTOTAL
o o
N
213.14'
THIS MAP IS ONLY INTENDED FOR THE PARTIES
AND PURPOSES SHOWN. THIS MAP IS NOT FOR
^' rn °; °= 48•
RECORDATION. NO TITLE REPORT PROVIDED.
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ATTACHMENT 2: Granville County Health Department
Septic System Permit Denial

Gra n(jill.e-Pa art Bistrirt AuIth Pepart=ut
W. RODWELL DRAKE, JR., M.D.. ❑IAECTOR
P. 0. BOX 367
Mxfarb, Wvrfll Turalina 27555
GRANVILLE COUNTY HEALTH DEPT. VANCE COUNTY HEALTH DEPT,
101 ra,w r owc 115 cmmm ppkp
Duane, NOON CNWLM 27565 Q H�u*ON. l�lormi C Rum 27538
Phone: [phone] Date � Q Phone:[phone]
RE; PIN owner
6 -3 9
—F. .
The C>ranville County Health Department, Environmental Health Division on�tl
D a evaluated
the above referenrxd property at -the.site designated on the platlsile accompanied your
improve application.,, /�rding to your application the site is to serve a
/ �'+ /� S-o(� st a with a design flow of -,v gallons per day.
The. evaluation was done in accordance with the laws and roles governing wastewater systems in North
Carolim Gegeral. Statute 130A 333 and reloW sratirres wd Tile 15A, .Sliheha% I&& of the: Nt rth•
Carolina Adaninisttatbm Code, Rule .1900 and related Hiles.
Based on the criteria.set out in Title 15A. Subchapter IBA, of the North Carolina Administrative Cade,
Rules .1940 through .1948, the evaluation indicated that the site is UNSUTTABl_E for a ground absorption,
sewage systems- - Therefore, your request for an. unpunvement-permit is DEMM. A .copy of the site
evaluation is enclosed The site is unsuitable based on the following:
Unsuitable soil topography and/or landscape_pesition 4Rula .1940)
Unsuitable sail Characteristics (structure or clay mineralogy) (Rule .1941)
Unsubble-soil.wetn=-condition (Rule _1942)
t%bnsuitable soil depth (Rule .1943)
Presence of restrictive horizon {Rule..1944)
InsufficieW space for septic system and repair area (Rule .1945)
Unsuitable.formeeting rxluirWthacks. (Rule_1950)
Other (Rule .1946)
These severe roil or site linutatiDl7S sfu1d MUSC..prn,matum -system AilurA .leafing to the discharge of
untreated selvage on the ground surface, in surface waters, dimly into ground water or inside your
structure.
The site evaluation included consideration of possible site modifications and modified, innovatiw or
alternative systems.
However. the Health Department has determined that none of the above options will overcome the severe
Conditions On .this site.. A possible .option mk& .be A system designed to dispose of sewage to another arcs
of suitable soil or off' -site to additional property.
For the reasons Set nut.abovr, the_pmperty-s currently.nlassified IKS TrrAt3r .and anirnpzoueurent
permit shall not be issued for this site in accordance with Rule ,1948(c).

However, thc.site CIa-"toed As .UNSUITABLE may be classified as PROVISIONALLY SUITABIX if
wriacrt documentation is provided that raeets the requircments of Rule .1943 (d). A copy of this rule is
enclosed. You tray hire a.Consultant loassist ypp if YOU wish to try;o dcvclap a ptartunderwhi h your site
could be unclassified as PROVISIONALLY SLITABLE.
You have a right to an informal review of this decision. You may request an informal review by the soil
scicnt 51, or enviromnertt3l health supervisor at dic local health department. You may also request an
informal review by the N. C Dwartmcnt ofEnrlron>neru and Natural Resources rogional soil specialist 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 Adminisuxtive Hearings. 6714 Mail Center,
Raleigh, N. C. 27694-6714. To -get a copy of a.pcddonArn% you may write the Office of Administrative
Hearing or call the ogee at [phone]. Tlic petition for a contested hearing most be Sled in
aecardance with the _provision of North Carolina Gcawnl Starulcs 13OA-24 and 1546-23 and ad] other
appheable provisions of Chapter 150B. N. C. General Statute 130A-335() provides that your hraring
would be held is the county where your pmperty is located
Please note: If you wish to pursue a formal appeal, you must file the petition form with the Office of
A trztivc Hearings 1VnHIN36 I]AYS OF THE DATE OF THLS LETTER The date of,iNs Imcr is
Mccting the 30 day deadline is critical to a your right to a formal appeal
Begtnnins a formal -appeal within 30 days will not interfere with any informal review than you nugbi
request. Do not wait for the outcome of any informal review if you wish to file a formal appeal.
if you file a peripoa for a contested case hemirig with .1t; 0Tzor, of Administrative R riris, you ale
required by low (N. C_ General Statute 15613-23) to send a copy of your petition to the North Carolina
Uepattrrtent ofEnvirtinnitra Aad NaMMIResources. Seed the My tA: OMCC of Genertl Cnt mww N_ C
Department of Envirorment and Natural Resources, 1601 Mail. Service Center, Rsileigh, N. C. 27699-1601.
Do NOT send tho, copy of the. petition to your focal health depar=zt- Sending a copy of your petition to
the local health departmtcnt will NOT satisfy the legal mgairerncnt in N. C. General SLZtute 15OB-Z3 that
you send 2 coyy to the Office of General Counsel, NODE L
You may call or write the local health depariutent if you need any additional information or assist, nce,
Si[tcerc]y,
enclosure: copy of.site evaluation and copy of Rule ,1948(d)
chs6.doc
.1948 SITE CLASSIFICAMON
(4) A site classified a$ 1JNSUFfABLE may he used for a found absorpUon seware ta"eatwcrit and
disposal "ern specifically identified in Rules ,1955, ,1956, or .1957 of this Section or a system apprmrd
under Mule .1969 if written documentation, including cngneering hydrogeologic, geologic or soil studies,
indicates to the local health department Ulat the PropoSW SYS1= can be expcctcd.toAmction satisfactorily-
Such sites shall be reclassified as PROVISIONALLY SUITABLE if the local health dcpartrneni derennines
that the substantiating date indicale, that
(1) a wound ab5orlldori system can be installed so that t]re e(llnent tv]]1 he non-pathogenic,
nor, -infect ou5 non -toxic, andnon-.hazardous;
(2) the effluent will not conLlroindte Mund%vater or surface water, and
(3) the effllucnt will not be exposc d ou the ground surface or be discharged to surface waters
where it could come in Contact with people, anim is or vectors.
The State s1all.revicw the subsWtialirgdala i.rrequested by the local health department
r 17 # 9010E49616: 9i:5ML 61616:0i dllcaH leluawuoJ'nud A9:w0a-:Wb81.06'61,-t_

ATTACHMENT 3: Soil Evaluation and KSAT Map

Agri -Waste Technology, Inc.
501 N. Salem St. Suite 203
Apex NC 27502
P: 919.859.0669
www.agriwaste.com
Preliminary
Soil Evaluation Map
Berry Street
Granville Co., NC
PIN:0886-98-7210
N
Suitable Area
-25,107 sq. ft.
Soil Types:
ChA-Chewacla and Wehadkee
soils
CrB/CrC-Creedmoor coarse sandy
loam
Legend
0 KSAT Location
Surface Water
Soil Type 2017 Web Soil Survey
0 Suitable Area
FEMA 100 yr floodzone
Q Parcel
,Parcel Buffer 50'
® Surface Water Buffer 50'
Soil Boring Depth (in.)
O 112"
• 12-17"
***This map was created for proposed planning purposes only. It is not intended to be used as a plat or survey map of any type.***

// oo %
1 /
Jrr rr rr r rr rrri rrrrr/iy/ /�/�/ i r/ ��
Engineers and Sail Scientists _ ►► /� rr r� // r j / r %/= `� �//� rf r f
le "IJ
�.� i r• Jr� Jr i Jr i rrr` / rrrr j / r Jr r
Agri -Waste Technology,
r r _ .► .� / / /r / r Jr r/ f Ir r r r J r r/ r /
Apex NC 27502
Ireliminary
i rr .. r' = / rrr r' ;r /`rr;�rr' r•rlrr rr r �r J/rr rrr///rrr
1 � � . r J r . .. r r r r r r -✓ r r / r / r r r /
Or;oil Evaluation Map
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It1 l 1 i it j
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P5,107 sq. ft.
rrrr■�-��`-y=\�\,■-\, �. tip.
x � . r rrr . rr . — -- �0`—�_ . �- .� .�=. ��� 1 \ \ \ \ • ■ �. �� \ .
oil Types:
/ KSAT 2fils
r!!%lrr r//rr/ rr/ � �• � It rrr + _—_— i _' � �. - — ...— — -/rrr Jr/` Ire —
Legend
r r1 �� f Ir 1 1 I j rr /-`�_ \\ _■■�� ---- / rr If � !,
jr I` -e Ir i Ir 1 .. • Jf JKSAT Location
I I 1 r I 1 r'� �. '1 ' I I 1. • y I 1 1
I I 1 tr / 1 }•k?1VSurface Water
}
2 ft. Contour
f ! t +t 11 it 11 1� I 1. 1■■ : r rre t ■\\. _ j �.I
(Z) Suitable
t i 1 \ 1 1 ► ��� �J \_ 1 1
Area I f- 1 IF \\ �\ �\
X r ►' �► \\ - `ice ti , •, \ \r �_—_-- — c------_ 012-17"Soi Boring Depth (in.)
�\`\, \',' � `�� ■■ + \ ��•~e ` L—� � t .� ---- \��= _—�---'ter—� M1 ,■■■
Drawn By: Trevor Hackney \ti ��.� �� :� +�. �� _ `t 200
Reviewed By: Jeff Vaughan "■■■ �: = y-� ■� . `. ` '�.--�—��� tFee
Date:12/5/18 �■ i ���

Agri -Waste Technology, Inc.
501 N. Salem St. Suite 203
Apex NC 27502
P: 919.859.0669
www.agriwaste.com
Full Property
Evaluation Map
Berry Street
Granville Co., NC
PIN:0886-98-7210
N
Suitable Area
--37,302 sq. ft.
Soil Types:
ChA-Chewacla and Wehadkee
soils
CrB/CrC-Creedmoor coarse sandy
loam
—This map was created for proposed planning purposes only. It is not intended to be used as a plat or survey map of any type.—

Agri -Waste Technology, Inc.
501 N. Salem St. Suite 203
Apex NC 27502
P: 919.859.0669
www.agriwaste.com
Full Property
Evaluation Map
Berry Street
Granville Co., NC
PIN:0886-98-7210
N
Suitable Area
--37,302 sq. ft.
Soil Types:
ChA-Chewacla and Wehadkee
soils
CrB/CrC-Creedmoor coarse sandy
loam
Legend
KSAT Location
2 ft. Contour
Parcel Buffer 50'
40 Parcel (corrected)
Surface Water
O Ephemerial Buffer 25'
® Surface Water Buffer 50'
Soil Boring Depth (in.)
0 <12"
48 12-17"
Evaluation
O Unsuitable Topo
(Z) Disturbed
O Suitable
Drawn By: Julie Davidson
Reviewed y: Jeff Vaughan
D. 1•
—This map was created for proposed planning purposes only. It is not intended to be used as a plat or survey map of any type.—

Agri -Waste Technology, Inc.
501 N. Salem St. Suite 203
Apex NC 27502
P: 919.859.0669
www.agriwaste.com
Preliminary
Evaluation Map
Berry Street
Granville Co., NC
PIN:0886-98-7210
N
Suitable Area
--37,302 sq. ft.
Soil Types:
ChA-Chewacla and Wehadkee
soils
CrB/CrC-Creedmoor coarse sandy
loam
—This map was created for proposed planning purposes only. It is not intended to be used as a plat or survey map of any type.—

Agri -Waste Technology, Inc.
501 N. Salem St. Suite 203
Apex NC 27502
P: 919.859.0669
www.agriwaste.com
Preliminary
Evaluation Map
Berry Street
Granville Co., NC
PIN:0886-98-7210
N
Suitable Area
--37,302 sq. ft.
Soil Types:
ChA-Chewacla and Wehadkee
soils
CrB/CrC-Creedmoor coarse sandy
loam
—This map was created for proposed planning purposes only. It is not intended to be used as a plat or survey map of any type.—

ATTACHMENT 4: Typical Soil Profile Descriptions

Applicant: Mr. Barry Street
Address: 3800 Wesley Ridge Drive
Apex, NC 27539
Parcel ID#: 0886-98-7210
Property Recorded:
County: Granville
SOIL/SITE EVALUATION
FOR
ON -SITE WASTEWATER SYSTEM
Owner: X Agent: _ Phone: [phone]
Date Evaluated: 7/4/18, 8/14/19, & 12/4/18
Proposed Facility: Single Family Residence
Property Size: —12 acres
Location Site: 2162 Brogden Road, Creedmoor, NC 27522
Water Supply: On Site Well X Comm. Well_ Public_ Other_ Evaluation Method: Auger Boring: X Pit
PROFILE 1: Typical Soil Profile Description - CrB — Creedmoor coarse sandy loam
Horizon/
Depth (IN)
Matrix
Mottles
Mottle
Abundance
/ Contrast
(a)(1)
Texture
(a)(2)
Structure
(a)(3)
Minerology
Consistence
(Wet)
Consistence
(Moist)
A 0-6"
10YR 3/3
SL
GR
NEXP
NS, NP
Vfr
E 6-14"
10YR 6/4
SL
GR
NEXP
NS, NP
Vfr
Btgl 14-22"
2.5YR 4/8
2.5YR 5/1; 1OR 4/8
2, m, D
C
M
EXP
VS, VP
Efi
Btg2 22-42"
2.5YR 5/1
2.5YR 4/8
2, m, D
C
M
EXP
VS, VP
Efi
BC 42-72"
10YR 7/1
2.5YR 5/8
2, m, D
C
M
EXP
VS, VP
Vfi
C 72-84"
10YR 7/1
2.5YR 4/8
2, m, D
CL-SiCL
SG
SEXP
SS, SP
Fr - Fi
.1940 Landscape Pos/Slope %
S
Profile LTAR
Ksat test
.1942 Wetness Condition
US
System Type
Saprolite
S
.1943/.1956
Surface drip
.1944 Restrictive Horizon
PS
.1948 Profile Classification
PS
Comments: Chroma 2 evident at 13"+. Uneven surface in places, rocks on soil surface in places, trash on soil surface in places. May need
some fill soil in final drainfield area.
EVALUATED BY: Jeff Vaughan and Alex Thompson
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
TEXTURE GROUP TEXTURE CLASS .1955 LTAR (gal/dav/sq.ft.)
I S — Sand 1.2-0.8
LS — Loamy Sand
II
SL — Sandy Loam
L — Loam
III SCL — Sandy Clay Loam 0.6 — 0.3
CL — Clay Loam
SiL — Silt Loam
Si — Silt
SiCL — Silty Clay Loam
IV SC — Sandy Clay 0.4 — 0.1
SiC — Silty Clay
C — Clay
0.8 — 0.6
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 Results

NCDA&CS Agronomic Division Phone: [phone]
Website: www.ncagr.gov/agronomi/
Report No. FY19-SL018103
Client:
BARRY STREET
Advisor:
Jeff Vaughan
vo-
Predictive
3800 WESLEY RIDGE DR
Agri -Waste Technology,
Apex, NC 27539
Inc.
}
Soil Report
Mehlich-3 Extraction
501 N Salem Street, Suite
Sampled County: Granville
203
Links to Helpful Information
Apex, NC 27502
Client ID: 472270
Advisor
ID: 428111
Sampled:
Received: 11/30/2018 Completed: 01/10/2019
Farm:
Sample ID: SA
Recommendations:
Lime
Nutrients (lb/acre)
More
Crop
(tons/acre)
N P2O5
K2O
Mg S Mn
Zn
Cu
B
Information
Lime History:
1-Hardwood, M
0.8
80-120 0
0
0
0
0
0
Note: 11
2- Hardwood, M
0.0
80-120 0
0
0
0
0
0
Note: 11
Test Results [units - W/V in g/cO; CEC and Na in meq/100 cm3; NO3-N in mg/drrr3]:
Soil Class: Mineral
HM% W/V
CEC BS% Ac pH
P-1 K-I
Ca% Mg%
S-1
Mn-I
Mn-All Mn-Al2 Zn-I
Zn-AI
Cu-I
Na ESP SS -I NO3-N
0.92 0.79
8.5 66 2.9 5.1
47 60
48 14
64
478
89
89
46
0.1 1
Sample ID: SE
Recommendations:
Lime
Nutrients (lb/acre)
More
Crop
(tons/acre)
N P2O5
K2O
Mg S Mn
Zn
Cu
B
Information
Lime History:
1-Hardwood, M
1.1
80-120 0
0
0
0
0
0
Note: 11
2- Hardwood, M
0.0
80-120 0
0
0
0
0
0
Note: 11
Test Results [units - W/V in g/cO; CEC and Na in meq/100 cm3; NO3-N in mg/drrr3]:
Soil Class: Mineral
HM% W/V
CEC BS% Ac pH
P-1 K-I
Ca% Mg%
S-1
Mn-I
Mn-All Mn-AI2 Zn-I
Zn-AI
Cu-I
Na ESP SS -I NO3-N
0.27 1.14
4.8 45 2.6 4.7
57 49
22 18
39
156
36
36
40
0.1 2
Sample ID: SBtg1
Recommendations:
Lime
Nutrients (lb/acre)
More
Crop
(tons/acre)
N P2O5
K2O
Mg S Mn
Zn
Cu
B
Information
Lime History:
1 -Hardwood, M
3.5
80-120 60
0
0
$
0
0
Note: 11
2 -Hardwood, M
0.0
80-120 60
0
0
$
0
0
Note: 11
Test Results [units - W/V in g/cO; CEC and Na in meq/100 cm3; NO3-N in mg/dnfl:
Soil Class: Mineral
HM% W/V
CEC BS% Ac pH
P-1 K-I
Ca% Mg%
S-1
Mn-I
Mn-All Mn-AI2 Zn-I
Zn-AI
Cu-I
Na ESP SS -I NO3-N
0.09 1.06
10.5 33 7.0 4.4
8 67
15 15
37
69
19
19
71
0.1 1
North Carolina
r
Tobww Trust FwW C47mmisslan
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 Aqriculture

NCDA&CS Agronomic Division Phone:
[phone]
Website: www.ncagr.gov/agronomi/
Report No.
FY19-SL018103
BARRY STREET
Page 2 of 3
Sample ID: SBtg2
Recommendations:
Lime
Nutrients (lb/acre)
More
Crop
(tons/acre)
N P2O5
K2O
Mg
S
Mn
Zn
Cu
B
Information
Lime History:
1 -Hardwood, M
5.6
80-120 80
0
0
$
0
0
Note: 11
2 -Hardwood, M
0.0
80-120 80
0
0
$
0
0
Note: 11
Test Results [units - W/V in g/crrr3; CEC and Na in meq/100 cm3; NO3-N in mg/drrr3]:
Soil Class:
Mineral
HM% W/V CEC BS% Ac pH
P-1 K-I
Ca% Mg%
S-1
Mn-I
Mn-All
Mn-Al2
Zn-I
Zn-AI
Cu-I
Na
ESP
SS -I NO3-N
0.00 0.98 14.6
29 10.4 4.2
2 87
11 15
97
14
11
11
53
0.2
1
Sample ID: SBC
Recommendations:
Lime
Nutrients (lb/acre)
More
Crop
(tons/acre)
N P2O5
K2O
Mg
S
Mn
Zn
Cu
B
Information
Lime History:
1 -Hardwood, M
5.9
80-120 80
0
0
$
0
0
Note: 11
2 -Hardwood, M
0.0
80-120 80
0
0
$
0
0
Note: 11
Test Results [units - W/V in g/cO; CEC and Na in meq/100 cm3; NO3-N in mg/drrr3]:
Soil Class:
Mineral
HM% W/V CEC BS% Ac pH
P-1 K-I
Ca% Mg%
S-1
Mn-I
Mn-All
Mn-AI2
Zn-I
Zn-AI
Cu-I
Na
ESP
SS -I NO3-N
0.00 1.02 14.3
24 10.8 4.2
1 82
5 17
49
7
18
18
120
0.5
4
Sample ID: SC
Recommendations:
Lime
Nutrients (lb/acre)
More
Crop
(tons/acre)
N P2O5
K2O
Mg
S
Mn
Zn
Cu
B
Information
Lime History:
1-Hardwood, M
5.0
80-120 80
0
0
0
0
0
Note: 11
2- Hardwood, M
0.0
80-120 80
0
0
0
0
0
Note: 11
Test Results [units - W/V in g/cO; CEC and Na in meq/100 cm3; NO3-N in mg/dm3]:
Soil Class:
Mineral
HM% W/V CEC BS% Ac pH
P-1 K-I
Ca% Mg%
S-1
Mn-I
Mn-All
Mn-AI2
Zn-I
Zn-AI
Cu-I
Na
ESP
SS -I NO3-N
0.00 1.07 13.5
32 9.2 4.2
2 61
11 19
29
7
28
28
110
0.8
6
Sample ID: SFERT
Recommendations:
Lime
Nutrients (lb/acre)
More
Crop
(tons/acre)
N P2O5
K2O
Mg
S
Mn
Zn
Cu
B
Information
Lime History:
1-Hardwood, M
0.9
80-120 0
0
0
0
0
0
Note: 11
2- Hardwood, M
0.0
80-120 0
0
0
0
0
0
Note: 11
Test Results [units - W/V in g/cO; CEC and Na in meq/100 cm3; NO3-N in mg/drrr3]:
Soil Class:
Mineral
HM% W/V CEC BS% Ac pH
P-1 K-I
Ca% Mg%
S-1
Mn-I
Mn-All
Mn-AI2
Zn-I
Zn-AI
Cu-I
Na
ESP
SS -I NO3-N
0.71 0.90 8.2
65 2.9 5.0
50 64
46 15
51
385
80
80
55
0.1
1

NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/agronomi/
Report No. FY19-SLO18103
BARRY STREET
Page 3 of 3
Understanding the Soil Report: explanation of measurements, abbreviations and units
Recommendations
Report Abbreviations
Lime
Ac
exchangeable acidity
If testing finds that soil pH is too low for the crop(s) indicated, a lime recommendation will be given in units of either
B
boron
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.
BS%
% CEC occupied by basic cations
For no -till or established plantings where this is not possible, apply no more than 1 to 1.5 ton/acre (50 Ib/1000 sq ft) at onE
Ca%
% CEC occupied by calcium
time, even if the report recommends more. You can apply the rest in similar increments every six months until the full rate
CEC
cation exchange capacity
is applied. If MG is recommended and lime is needed, use dolomitric lime.
Cu-I
copper index
ESP
exchangeable sodium percent
Fertilizer
HM%
percent humic matter
Recommendations for field crops or other large areas are listed separately for each nutrient to be added (in units of
K-1
potassium index
lb/acre unless otherwise specified). Recommendations for N (and sometimes for B) are based on research/field studies
K20
potash
for the crop being grown, not on soil test results. K-1 and P-1 values are based on test results and should be > 50. If they
Mg%
% CEC occupied by magnesium
are not, follow the fertilizer recommendations given. If Mg is needed and no lime is recommended, 0-0-22 (11.5% Mg) is
MIN
mineral soil class
an excellent source; 175 to 250 lb per acre alone or in a fertilizer blend will usually satisfy crop needs, SS-1 levels appear
Mn
manganese
only on reports for greenhouse soil or problem samples.
Mn-All
Mn-availability index for crop 1
Mn-Al2
Mn-availability index for crop 2
Mn-I
manganese index
Farmers and other commercial producers should pay special attention to micronutrient levels. If $, pH$, $pH, C or Z
Mn-
mineral -organic soil class
notations appear on the soil report, refer to $Note: Secondary Nutrients and Micronutrients_ In general, homeowners do not
N
nitrogen
need to be concerned about micronutrients. Various crop notes also address lime fertilizer needs; visit
Na
sodium
ncagr.gov/agronomi/pubs.htm.
NO3-N
nitrate nitrogen
ORG
organic soil class
Recommendations for small areas, such as home lawns/gardens, are listed in units of Ib/1000 sq ft . If you cannot find
pH
current soil pH
the exact fertilizer grade recommended on the report, visit www.ncagr.gov/agronomi/obpart4.htn*fsfind information that
P-1
phosphorus index
may help you choose a comparable alternate. For more information, read A Homeowner's Guide to Fertilizer.
P205
phosphate
S-1
sulfur index
Test Results
SS-1
soluble salt index
W/V
weight per volume
The first seven values [soil class, HM%, W/V, CEC, BS%, Ac and pH] describe the soil and its degree of acidity. The
Zn-AI
zinc availability index
Zn-1
zinc index
remaining 16 [P-I, K-I, Ca%, Mg%, Mn-I, Mn-All, Mn-Al2, Zn-I, Zn-AI, Cu-I, S-I, SS -I, Na, ESP, SS -I, NO3-N (not routinel
available)] indicate levels of plant nutrients or other fertility measurement. Visit wwwncagr.gov/agronomi/uvrst.htm

'05 Apt i.r'd W-V 286.4
DATt {q►.[ 1GMt�
SOIL SAMPLE INFORMATION `
L-
%Veb ht
S- www.rrceq►.coWd**r*r*fW Phone; (619) 733-20"
1lerAe7m — pft a rvr
ERs-j !`►M1� r'F1oHE
4 `
STATE
fCOUNTY tW;t re wrndez -ere a" lr!TOTAL No SA11/P1 E 5 FARM tr) f
SAMPLE LANE APPLAED VWTNIN
$T 12 MONTHS
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ATTACHMENT 6: Field KsAT and Soil Boring Log Sheets

A&
SOILM�RE
Soilmoisture Ksat Calculator
Sail Surface
a' H Water Head
................... h.6orehA.lg.Rot4arn,
..:: L t
1,
Water Table
H = borehole depth, r = borehole radius, h = constant
water head height in borehole, s = water table depth
and L = the vertical distance between constant water
head and water table / impervious layer.
Project: Stanton Homes - Street SFR
Ksat: 1
Depth: 28 in
Parameters
Scenario
Q: Steady Flow Rate (ml/min):
0.833
r: Borehole Radius (cm):
5.715
h: Water head Height (cm):
9.38
H: Depth of Borehole (cm):
71.12
Water Temp ©:
-
S: Water Table Depth (cm):
Elrick and Reynolds
Soil Type Description
(m/s)
I. Compacted, Structure -less, clayey or silty materia
Ksat I:
1.71E-08
II. Soils which are both fine textured (clayey or silty
Ksat II:
5.48E-08
III. Most structured soils from clays through loams;
Ksat III:
9.80E-08
IV. Coarse and gravely sands; may also include somi
Ksat IV:
1.38E-07
Radcliffe (new)
(m/s)
I. Compacted, Structure -less, clayey or silty materia
Ksat I:
1.62E-08
II. Soils which are both fine textured (clayey or silty
Ksat II:
5.03E-08
III. Most structured soils from clays through loams;
Ksat III:
9.80E-08
IV. Coarse and gravely sands; may also include somf
Ksat IV:
1.40E-07
Glover
(m/s)
Ksat:
Earth Manual
Water Table Condition
(m/s)
Ksat-a: #VALUE!
a. Deep Water Table (L/h) > 3
b. Shallow Water Table
1 <_ (L/h) <= 3
Ksat-b: #VALUE!
c. Very Shallow water Table
(L/h) < 1
Ksat-c: #VALUE!

SOII.Mlte Soilmoisture Ksat Calculator
Mw
Project: Stanton Homes - Street SFR
Ksat: 1
Depth: 28 in
1200
Interval Water Consumed (ml)
1000
800
600
400
200
0
12:00:00 AM 2:24:00 AM
4:48:00 AM 7:12:OOAM 9:36:OOAM 12:00:00 PM 2:24:00 PM
2000
1800
1600
1400
1200
1000
800
600
400
200
0
12:00:00 AM
Total Water Consumed (ml)
224:00 AM 4:48:00 AM 7:12:OOAM 9:36:OOAM 12:00:00 PM 2:24:00 PM

Akk
SOILM�RE
Soilmoisture Ksat Calculator
Sail Surface
H Water Head
.......... ...
. s h
�,...... ...........�y . .... 6orehA.lg.Rot4arn, L
�.:. 2r
is
Water Table
H = borehole depth, r = borehole radius, h = constant
water head height in borehole, s = water table depth
and L = the vertical distance between constant water
head and water table / impervious layer.
Project: Stanton Homes - Street SFR
Ksat: 2
Depth: 24 in
Parameters
Scenario
Q: Steady Flow Rate (ml/min):
5
r: Borehole Radius (cm):
5.715
h: Water head Height (cm):
9.36
H: Depth of Borehole (cm):
60.96
Water Temp ©:
-
S: Water Table Depth (cm):
Elrick and Reynolds
Soil Type Description
(m/s)
I. Compacted, Structure -less, clayey or silty materia
Ksat I:
1.03E-07
II. Soils which are both fine textured (clayey or silty
Ksat II:
3.30E-07
III. Most structured soils from clays through loams;
Ksat III:
5.89E-07
IV. Coarse and gravely sands; may also include somi
Ksat IV:
8.31E-07
Radcliffe (new)
(m/s)
I. Compacted, Structure -less, clayey or silty materia
Ksat I:
9.75E-08
II. Soils which are both fine textured (clayey or silty
Ksat II:
3.02E-07
III. Most structured soils from clays through loams;
Ksat III:
5.89E-07
IV. Coarse and gravely sands; may also include somf
Ksat IV:
8.40E-07
Glover
(m/s)
Ksat:
Earth Manual
Water Table Condition
(m/s)
Ksat-a: #VALUE!
a. Deep Water Table (L/h) > 3
b. Shallow Water Table
1 <_ (L/h) <= 3
Ksat-b: #VALUE!
c. Very Shallow water Table
(L/h) < 1
Ksat-c: #VALUE!

ALMOISThURE
Project: Stanton Homes - Street SFR
SOSoilmoisture Ksat Calculator Ksat: 2
Mw Depth: 24 in
oM.T.I.T.F,
M����
o
o
o
Interval Water Consumed (ml)
1600
1400
1200
1000
800
600
400
200
0
12:00:00 AM 2:24:00 AM
4:48:00 AM 7:12:OOAM 9:36:OOAM 12:00:00 PM 2:24:00 PM
Total Water Consumed (ml)
3000
2500
2000
1500
1000
500
0
12:00:00 AM 224:00 AM 4:48:00 AM 7:12:OOAM 9:36:OOAM 12:00:00 PM 2:24:OOPM

SOILM�RE
Soilmoisture Ksat Calculator
Sail Surface
a' H Water Head
................... h.6orehA.lg.Rot4arn,
..:: L t
1,
Water Table
H = borehole depth, r = borehole radius, h = constant
water head height in borehole, s = water table depth
and L = the vertical distance between constant water
head and water table / impervious layer.
Project: Stanton Homes - Street SFR
Ksat: 3
Depth: 26 in
Parameters
Scenario
Q: Steady Flow Rate (ml/min):
5
r: Borehole Radius (cm):
5.715
h: Water head Height (cm):
9.36
H: Depth of Borehole (cm):
66.04
Water Temp ©:
-
S: Water Table Depth (cm):
Elrick and Reynolds
Soil Type Description
(m/s)
I. Compacted, Structure -less, clayey or silty materia
Ksat I:
1.03E-07
II. Soils which are both fine textured (clayey or silty
Ksat II:
3.30E-07
III. Most structured soils from clays through loams;
Ksat III:
5.89E-07
IV. Coarse and gravely sands; may also include somi
Ksat IV:
8.31E-07
Radcliffe (new)
(m/s)
I. Compacted, Structure -less, clayey or silty materia
Ksat I:
9.75E-08
II. Soils which are both fine textured (clayey or silty
Ksat II:
3.02E-07
III. Most structured soils from clays through loams;
Ksat III:
5.89E-07
IV. Coarse and gravely sands; may also include somf
Ksat IV:
8.40E-07
Glover
(m/s)
Ksat:
Earth Manual
Water Table Condition
(m/s)
Ksat-a: #VALUE!
a. Deep Water Table (L/h) > 3
b. Shallow Water Table
1 <= (L/h) <= 3
Ksat-b: #VALUE!
c. Very Shallow water Table
(L/h) < 1
Ksat-c: #VALUE!

SOILMRE Soilmoisture Ksat Calculator
o
�Effff.r,n,
r�
Project: Stanton Homes - Street SFR
Ksat: 3
Depth: 26 in
Interval Water Consumed (ml)
1000
900
800
100
600
500
400
300
200
100
0
12:00:00 AM 224:00 AM 4:48:00 AM 7:12:OOAM 9:36:OOAM 12:00:00 PM 224:00 PM
Total Water Consumed (ml)
3000
2500
2000
1500
1000
500
0
12:00:00 AM 224:00 AM 4:48:00 AM
7:12:OOAM 9:36:OOAM 12:00:00 PM 2:24:OOPM

Project: Stanton Homes - Street SFR
Date(s): 5/28/2019
KcnT 1 28 in
Kfs = 0.00000018 m/s
0.02551181 in/hr
0.3816832 gal/day/ft2
KcnT 2 24 in
Kfs = 0.0000011 m/s
0.15590551 in/hr
2.33250844 gal/day/ft2
KcnT 3 26 in
Kfs = 0.0000011 m/s
0.15590551 in/hr
2.33250844 gal/day/ft2
GeoMetric Mean (all) 0.085275 in/hr
1.275802 gal/day/ft2

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Applicant: Mr. Barry Street
Address: 3800 Wesley Ridge Drive
Apex, NC 27539
Parcel ID#: 0886-98-7210
Property Recorded:
County: Granville
SOIL/SITE EVALUATION
FOR
ON -SITE WASTEWATER SYSTEM
Owner: X Agent: _ Phone: [phone]
Date Evaluated: 7/4/18, 8/14/19, & 12/4/18
Proposed Facility: Single Family Residence
Property Size: —12 acres
Location Site: 2162 Brogden Road, Creedmoor, NC 27522
Water Supply: On Site Well X Comm. Well_ Public_ Other_ Evaluation Method: Auger Boring: X Pit
PROFILE 1: Ksat Soil Boring #1 - CrB — Creedmoor coarse andy loam
Horizon/
Depth (IN)
Matrix
Mottles
Mottle
Abundance
/ Contrast
(a)(1)
Texture
(a)(2)
Structure
(a)(3)
Minerology
Consistence
(Wet)
Consistence
(Moist)
A 0-7"
10YR 3/3
SL
GR
NEXP
NS, NP
Vfr
E 7-15"
10YR 6/4
SL
GR
NEXP
NS, NP
Vfr
Btgl 15-24"
2.5YR 4/8
2.5YR 5/1; 1OR 4/8
2, m, D
C
M
EXP
VS, VP
Efi
Btg2 24-36"+
2.5YR 5/1
2.5YR 4/8
2, m, D
C
M
EXP
VS, VP
Efi
.1940 Landscape Pos/Slope %
S
Profile LTAR
Ksat test
.1942 Wetness Condition
US
System Type
Saprolite
S
.1943/.1956
Surface drip
.1944 Restrictive Horizon
PS
.1948 Profile Classification
PS
Comments:
PROFILE 1: Ksat Soil Boring #2 - (CrB — Creedmoor coarse sandy loam)
Horizon/
Depth (IN)
Matrix
Mottles
Mottle
Abundance
/ Contrast
(a)(1)
Texture
(a)(2)
Structure
(a)(3)
Minerology
Consistence
(Wet)
Consistence
(Moist)
A 0-6"
10YR 3/3
SL
GR
NEXP
NS, NP
Vfr
E 6-13"
10YR 6/4
SL
GR
NEXP
NS, NP
Vfr
Btgl 13-21"
2.5YR 4/8
2.5YR 5/1; 1OR 4/8
2, m, D
C
M
EXP
VS, VP
Efi
Btg2 21-36"+
2.5YR 5/1
2.5YR 4/8
2, m, D
C
M
EXP
VS, VP
Efi

.1940 Landscape Pos/Slope %
S
Profile LTAR
Ksat test
.1942 Wetness Condition
US
System Type
Saprolite
S
.1943/.1956
Surface drip
.1944 Restrictive Horizon
PS
.1948 Profile Classification
PS
Comments:
PROFILE 1: Ksat Soil Boring #3 - (CrB — Creedmoor coarse sandy loam)
Horizon/
Depth (IN)
Matrix
Mottles
Mottle
Abundance
/ Contrast
(a)(1)
Texture
(a)(2)
Structure
(a)(3)
Minerology
Consistence
(Wet)
Consistence
(Moist)
A 0-7"
10YR 3/3
SL
GR
NEXP
NS, NP
Vfr
E 7-14"
10YR 6/4
SL
GR
NEXP
NS, NP
Vfr
Btgl 14-23"
2.5YR 4/8
2.5YR 5/1; 1OR 4/8
2, m, D
C
M
EXP
VS, VP
Efi
Btg2 23-36"+
2.5YR 5/1
2.5YR 4/8
2, m, D
C
M
EXP
VS, VP
Efi
.1940 Landscape Pos/Slope %
S
Profile LTAR
Ksat test
.1942 Wetness Condition
US
System Type
Saprolite
S
.1943/.1956
Surface drip
.1944 Restrictive Horizon
PS
.1948 Profile Classification
PS
Comments:
EVALUATED BY: Jeff Vaughan and Trevor Hackney
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
TEXTURE GROUP TEXTURE CLASS .1955 LTAR (gal/day/sq.ft.)
I S — Sand 1.2-0.8
LS — Loamy Sand
II
SL — Sandy Loam
L — Loam
III SCL — Sandy Clay Loam 0.6 — 0.3
CL — Clay Loam
SiL — Silt Loam
Si — Silt
SiCL — Silty Clay Loam
IV SC — Sandy Clay 0.4 — 0.1
SiC — Silty Clay
C — Clay
0.8 — 0.6
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

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ATTACHMENT 7: SFR Loading Rate Computation
Spreadsheets

Project Name: Street Property
Facility Address: 2162 Brogden Road
Creedmoor, NC 27522
Map No. 088602987210
County: Granville
Prepared by: Jeff Vaughan
Project Design Flow = 480 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: Street Property
Location of Temperature Data
Starting Year of Data Record
Ending Year of Data Record
Period of Record (years)
Source of Data
Chapel Hill, NC
1987
2016
30
State Climate Office of NC
Site Latitude (degrees) 36.24 within range
Calculated PET: 33.00 inches
Mean Monthly
Temperature
(degrees F)
Daylight
Hours 112
Heat Index
Calculated
PET
(inches)
January
39.8
0.86
0.81
0.24
February
42.0
0.85
1.17
0.35
March
49.9
1.03
2.83
1.11
April
58.9
1.09
5.25
2.28
May
67.1
1.22
7.85
3.92
June
75.3
1.22
10.79
5.53
July
79.2
1.24
12.29
6.45
August
77.6
1.16
11.67
5.74
September
71.1
1.03
9.24
3.95
October
59.4
0.97
5.40
2.08
November
50.1
0.85
2.88
0.94
December
42.7
0.84
1.30
0.39
Total =
71.47
33.00
SFR-LRW 9-08

Project Name: Street Property
Location of Precipitation Data: Chapel Hill, NC
Starting Year of Data Record: 1987
Ending Year of Data Record: 2016
Period of Record (years): 30
Source of Data: State Climate Office of NC
80th Percentile Annual Precipitation: 53.23
Total =
Mean
Monthly
Precipitation
% of Mean
Annual
Precipitation
ouln
Percentile
Monthly
Precipitation
3.70
7.89
4.20
3.26
6.95
3.70
4.49
9.58
5.10
3.46
7.38
3.93
3.60
7.68
4.09
3.98
8.49
4.52
4.36
9.30
4.95
4.27
9.11
4.85
5.00
10.66
5.68
3.87
8.25
4.39
3.35
7.14
3.80
3.55
7.57
4.03
46.89
100.00
53.23
SFR-LRW 9-08

Project Name: Street Residence
Annual Hydraulic
Design Flow = 480 gal/day
Loading Rate = 11.34 inch/yr
SFR Loading Rate Group: B
Limiting Soil Ksat = 0.030 inch/hour
Irrigation Area = 24,786 square ft
Drainage Coefficient = 0.087
= 0.56900 acres
Drainage Rate = 0.06264
I
inchiday (Formula: Ksat ' Drainage Coefficient' 24)
Number of
Days in the
Month
PET (inlmo)
Vertical
Drainage
(inlmo)
80th Percentile
Monthly
Precipitation
(inlmo)
Maximum
Allowable
Irrigation
(inlmo)
Maximum
Allowable
Irrigation
(gallonsiday)
Maximum
Allowable
Irrigation
(gallonsimonth)
January
31
0.24
1.94
4.20
0.00
0
0
February
28
0.35
1.75
3.70
0.00
0
0
March
31
1.11
1.94
5.10
0.00
0
0
April
30
2.28
1.88
3.93
0.23
121
3,626
May
31
3.92
1.94
4.09
1.78
886
27,452
June
30
5.53
1.88
4.52
2.89
1,488
44,643
July
31
6.45
1.94
4.95
3.44
1,717
53,214
August
31
5.74
1.94
4.85
2.84
1,414
43,836
September
30
3.95
1.88
5.68
0.16
81
2,429
October
31
2.08
1.94
4.39
0.00
0
0
November
30
0.94
1.88
3.80
0.00
0
0
December
31
0.39
1.94
4.03
0.00
0
0
TOTAL = 365 33.00 22.86 53.23 11.34 5706.13 175,200
Formulas: (Max. Allowable Irrigation) = (PET) + (Drainage) - (Precipitation)
SFR Loading Rate
Table
SFR
Maximum Annual
Geometric Mean
Loading
Loading Rate
Ksat Range
Rate
(in/yr)
(in/hr)
Group
Low - High
Low - High
SFR-A
26.0 - 50.0
>0.05
SFR-B
19.5 - 26.0
0.015 - 0.05
SFR-C
13.0 - 19.5
0.003 - 0.015
SFR-D
0.0 - 13.0
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.
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
1 262,800 gal/yr
Maximum allowable
irrigation: 175,200 gal/yr
The Maximum Allowable Irrigation number must be
greater than or equal to the required flow.
SFR-LRW 9-08

Appendix G
Engineering Plans

Street ProDert
Project Location: 2162 Broaden Road
Creedmoor, NO 27522
Granville County
Map No. 088602987210
Project Owners: Barry T Street
3800 Wesley Ridge Drive
Apex, NC 27539
(704) 6929417
prince 1 66@hotma i l.com
Project Consultants: Scott Jones, P.E.
[e-mail]
Jeff Vaughan, L.S.S.
[e-mail]
Agri —Waste Technology, nc.
501 N. Salem Street, Suite 203
Apex, NO 27502
(919) 8590669
(919) 2331970 Fax
System Overview: Sing@ Family Residence
Four (4) Bedroom, 480 gpd
Design Standard Non —Discharge
Surface Drip
AdvanTex Pretreatment
with Single Bulb UV Disinfection
a
x Pe
2 ?OJr
[a�P Ry a 15 50
CREEDMOOR
VICINITY MAP
Sheet index
En %W
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
— agriwaste.—
Street Property
WWTS
Owner Inl.r mail.,:
BE, 7 St t
3800 Wesley Ridge Drive
Apex, NC 27539
(704) 692- 94 17
prince 1-660h,A mat 1—nn
Properly Information:
2162 Broaden Road
Creedmoor, NC 27522
Granville County
Map N.. 088602987210
FINAL DESIGN
NOi RELEASEF FOR CONs7Rlic7loN
Rev. ISSUED 84Y DesCRIPnON
Sheet
1:
Cover Sheet
Sheet
2:
Property Layout
Sheet
3:
Residence Layout
Sheet
4:
Treatment System
Layout
Sheet
5:
Surface Dripfield Overview
Sheet
6:
Surface Dripfield Layout
Sheet
7:
Surface Drip Detail
Sheet
#1
Sheet
8:
Surface Drip Detail
Sheet
#2
Sheet
9:
Surface Drip Detail
Sheet
#3
eHEE„I,LE
Surface Drip
Sheet
10:
Surface Drip Detail
Sheet
#4
Cover Sheet
Sheet
1 1 :
Notes
SRJon'
�i2i2Q19N
Sheet
1 2 :
Site Map
RELEASED BY:
SHEET NAME:
RELEASED ON:
WW-1

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Ap Y,Fh Carolina 27502
919 859 0669
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(704) 692- 94 17
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2162 B,Nde, Road
C-d-, DEC 27522
. . . . . . . . . . . . . . . . . . . . . .
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Map No.088602987210
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ISSUED DATE DESCRIAION
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Property Layout
I
DRAWN BY
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CREATE ON
2/2/2019
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SHEET NAME
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Engineers antl Soil Scientists
nT Nwane ",", 9y, me.
50 .Salem Street, Suite 203
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3800 Wesley Ridge Drive
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2162 Brogden Road
Creedmoor N 27 5 21
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FINAL
RELEASOFORCONSTRUCTION
+ +
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CREATED ON:
12/2/2019
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RELEASED BY.
RE LEASED ON.
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SHEET NAME:
WW-3

--�-- 5 Bui�dih
Setba-- 9'
Ck-----------
Notes:
—Adjust tanks to meet site constraints.
—ST and PT to have burial depth no greater than 36".
—Position Headworks unit over PT if space permits.
Line Legend
n-
Name
sae
Type
DL
Drain Line
4 0"
5CH 40 PVC
AFDL
Ad-nn— alter Dr. one
2,C
SCH 40 PVC
FSL
veld Supply one
1.5"
SCH 40 PVC
FRL
Field Return one
le-
SCH 40 PVC
STRL
Septic Tank Return Line
1c,
SCH 40 PVC
ERL
En uent Return Line
1.0"
SCH 40 PVC
HSL
Headworks Supply Line
1,25"
SCH 40 PVC
HL
Headworks Line
1.0"
SCH 40 PVC
COMPONENT LEGEND
BV Ball Valve
A
AdvanTex Pod
SB Splice Box
HW
Headworks
ST Septic Tank
CP
Control Panel
LET Recirculation Tank
P
Pump
PT Pump Tank
UV
UV Disinfection
EF Effluent Filter
CO
Cleanout
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Engineers and Soil Scientists
AgrFV,ve, Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919 859 0669
W
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Street Property
WWTS
Dwner mrorn,enon:
Barry T street
3800 Wesley Ridge Drive
Apex, NC 27539
(704) 692- 94 17
prince 1 _66Chot mai ECpm
Properly Information:
2162 Brogden Road
Creedmoor, NC 27522
Granville County
Map No. 088602987210
FINAL DESIGN
NOT RLLLASED FOR CONSTRUCTION
Ree, ISSUED MS DESCRIPTION
3Y
SHEET TDLE
Treatment
" System Layout
DRAWN BY: CREATED ON:
S. Jones 12/2/2019
RELEASED By RELEASED ON:
SHEET NAME
WW-4

General Drainfield Notes \ ,
1. 30 days to the installation, 10-30 borings be taken the
AVVr
prior a grid of shall across
proposed drainfield to determine areas where fill may be necessary to maintain 12"
Engineers and 5oil5cientists
AP,!­Weste Tall Inc.
separation from the SWEET. +\ 1
2. Clear all trees less than 8" in diameter (measured at a height 3' from soil surface) from -_
the drainfield. ...
I
6Ot N. Salem Street, S 275023
Alex, Norfb Camllna 27502
69
eg re-gro m a mp mp a p idled from the _`�
3. V etation that will w from cut stump shall be slu lumped
weew a859asse.com
ground. Stumps shall of be pushed over. Remaining stumps may be ground place _-_-
Street Property
with "herestrey cutter r equivalent. - - W
- - n
4. DrainfielI area shall be raked of all lea pine straw, debris, etc. The accumulated
be from the drainfield. . - - �/
WWTS
material shall removed
5. Mulching and seeding shall be done prior to laying out drip tubing. Seed and straw -- �F
drainfield as per project specifications. - N I
Owner Inforrmlan:
6. Manifold supply and return lines shall be installed with a minimum of 18" cover. -. 0 I
_ /
BnrryTStree1
WC ley Ridge Onve
7. Blanking shall be installed as n"e sa ry. A minimum of 8,261' of emitter tubing s P
required. To account for patenti a is bl anking, they dripfield layout considers 8,576'. `� Q`" Q1Ic�i
,�,�, ��� +
/yam
A,"
Apex, % 27539
(7oa) s92-9417
8. The manifold trenches shall be bockfilled by hand in order to protect tubing onnections. CV �O rm
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[e-mail]
9. Drip line to have 3' spacing. CAD /gym
-Use Silt Fence During Construction Top of Bank ' / o
Pepedy lnfarmfiG,:
62 Grogden RR71
SCH 40 PVC Supply Line -Drip Line To Have 3' Spacing o� /�
Gronddle sNO 27522
County
�'
---------SCH 40 PVC Return Line General D—ir ld Layout: n
Map Na OO86029O7210
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Non —Emitter Line Supply Lines �,.
-Air relief valve at top of each z ,
Non Flogged Line, Emitter —Gate valve before air -1- h bottom of , , /
Air Relief Valve RewrneL`�e one /vj
-Check v�,j ,�' /
ball valve, and air relief valve
►alve,
1 Check Valve
at tap of each pane. /
r Ball Valve supply/Return /
= �
Line
Gate Valve —Air relief v Iv1 h dattam of e ,h zan _ �
-Minimum of 1 check valve e 4 laterals. g7
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PeoFESAPEAL ENGINEER SEAL
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SHEET TITLE
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Surface Dripfield
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Overview
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CREATED ON
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REVISED BY:
REVISED ON:
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RELEASED BY
SHEET NAME:
RELEASED ON:
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NOTE: Each Zone Supply Line shall haves
Gate Valve and Air Valve at the beginning tof
2a T Valve be adjusted
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Engineers and Soil Scientists
Ag�W,. SA e or St—t,logy, 20
swce xo3
A North C-rolna 21502
50' N. ssi
ch that PressureSI is measured at
e f50 PSI a
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WWTS
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Apex, NC 27539
(704) '92-1417
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Rrogden Road
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Creedmoor, NC 27522
Granville county
Map No. 008602907210
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PROFESSIONAL ENGINEER SEAL
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FINAL DeslcN
NOT RELEASED FOR CONSTRUCTION
•�X =-\
REV ISSUED LATE DESCRIPTION
V
/
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-Use Silt Fence During Construction
-Drip Line To Have 9 Spacing
-See Additional Notes on WW 5
/
General Drain field Layout:
Supply Lines
top
-Air relief valve at of each zone
-Gate valve before air valve at bottom of each zone.
/ Return Cnes
-Check valve ball valve and a r rerei valve
50' Pro -`
Property
�•
at top of each zone
soAply,Retam Lines
-Air relief valve at bottom of each zone
SHEET TITLE
--- —__— Line`` ;-Min,mum of 1 check valve every 4 laterals
--___ \ `.�
Setback —__
-��----
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•
SCH 40 PVC Supply Line
Surface Dripfield
t----
—�L _
----- --SCH 40 PVC Return Line
Layout
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Non -Emitter LineDRAWN
Non -Flagged Line, Emitter
sJones
12N /2/2019
• Air Relief Valve
REVISED BY:
REVISED ON:
V < ►1 Check Valve
\,\ ZONE
\
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Boll Valve
0 GotA Valve
RELEASED BY
SHEET NAME:
RELEASED ON :
WW-6

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M ODEL TS TRAFFIC
STB
NON TRAFFIC
1500 Gallon Septic Tank
IpuIIr � \
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1ZSeptic tank to be approved by NCDHHS.
Leakage testing of tank Is required. Allowable leakage muss not exceed 1% of took
capacity per 24 hour period.
3. Dacu m ens,H— of ionk testing shall be provided io certifying Engineer.
4. Tank ri s to extend m of 6" above finished grade. ntmum
S Final grrading shall slope soil away from tank openings
EOD
Nan .n>rnr M,a eE<M eaMe „Nn
ILI
—LONE lo INOI all
InN
11101
r r O O O O O
1. Pump tank to be approved by NCDHHS or Engineer.
2. Leakage testing of tank is req wired. All owoble leakage muss not exceed 1% of tank
capacity per 24 hour period.
3. Documentation of ionk testing shall be provided to certifying Engineer.
4. Tank T s to extend m of 6' above finished grade. mum
5. Final grading shall slope soil away from ionk openings.
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SEPTICTANKDETAIL(orequivalent) PUMP TANK DETAIL(or equivalent tank with 1-tlay emergency storage) AX20RTU AMnA TREATMENT SVSTEM- FOR ILLUSTRATION ONLY
�...: ®uieee�®�o.�.rkemio...: ®�.�Eo.�mw�..,.i�o
3.5%6.5' CCA
Treated Post
3.5"x48" CCA
8" CCA
T
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recied
Post
Treated
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=
staple
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Treated Post
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ALL BRACE ANCHOR POSTS
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,8 24 long
,6 _
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� of part
�raand
eP�aee
0
116. 28
�L2.5 Gauge
me °D
Aluminized Steel
Fence Wire
Ground surface
NOTE:
Four strands are recommended for the
3.5%6.5' CCA
perimeter
installed.
fence. At a minimum, 2 strands must be
Fence wire shall not be stapled to trees
Treated Post
HORIZONTAL CORNER
BRACE DETAIL
HORIZONTAL LINE/END DETAIL
Corner angle 90' Sr lees
/1 FENCE DETAIL (or equivalent)
U x,..c snuncE..n. i.�
AVVV
En n antlS IScientists g e
Agr Waster h y, Inc.
501 N. Salem St [, S [ 203
AD or Nolth C rorna 27502
919 859 0669
w wagr tpcom
Street Property
WWTS
Dwner mrormuno�:
BE, T street
3800 Wesley Ridge Drive
Apex NC 27539
[phone]
pr ncel 660hotmailcom
P,,pekylnfprmatan
2162 Brogden Road
Creedmoor NC 27522
Granville County
WE N, 088602987210
FINAL DESIGN
NOT RLLLASED FOR CONSTRUCTION
REv. ISSUED SETE DEscalpnDn
SHEET TITLE
Surface Drip
Detail Sheet #1
SHEET NAME ��% �]
VY VY — !

UHEADWOIoOXN1-TOP VIEW
TYPICAL DRAINFIELD CONFIGURATION (for illustration only)
�/.rs. ro. w.r,. �T
g, HEADWO,n BOXN2-TOPVIEW
r�x,..x toy ro.iwemr
DRIPLINE
3 FEETT MINIMUM
DRIPLINE
'NO BLANK DRIPLINE REPUIRED ON 3SPACING
VALVE Box
�--Alr/Vaccun
W/Schrader Valve
1B' Mlnlnurl
Cover Over
Supply and
Return Llne
•
(Symbol On
Drawing)
ELEASE VALVE DETAIL
DRIPPER LINE
FINISHED GRADE
Lkj
M
PVC PIPE
PVC TEE dr
EARTHEN DAM IN TRENCH �-
TO PREVENT FLOW ALONG
FLEX PVC LOOP
LOOP DETAIL /4 TYPICAL DRIP LINE INSTALLATION
, w.�wi.T.,
FLEXIDLE
PIPE
DAXAFILL �AAT10N TER
� y \ \\1\\1 \ \\oo \\%;>,' DRIPLINE (GLUED INTO MANIFOLD—
SUPPORTFILUSE "N"EDIDLAIDEPIPE
ETEEAONsFOPL' PVCRED TI OF
TIENCI�i OTATE TO �4E
eollom (ROTATE AT_4.s9LD8 P. MANIFOLD
SUPPLY AND RETURN LINE CONNECTION DETAIL
e„..:.
A%W
Engineers antl Soil Scientists
AN, V,ASte Technology, Inc.
501 N. Salem Street, Suite 203
ALSO NOrN Car HA 27502
919 85 a0669
w wagriw [e COm
Street Property
WWTS
0—r mro�meno�:
BE, T meet
3800 Wesley Ridge Drive
Apex, NC 27539
(704) 692- 94 17
prince 1 _66Cho1 mci Lcom
Pr'N"' luer ere
2162 Brogden Road
Creedmoor. NC 27521
Graevme Cowry
Map No. 088602987210
PROFESSIONAL ENGINEER SEAL
malty sigw.d wd
—I by Scob Pglanee, NC PE W45G05
.bellnotbec5,D319E a sig ddw.
ma
r�1�d�ommr.
FINAL DESIGN
NOT RELEASED FOR CONSTRUCTION
REV. ISSUED DATE DESCRIPTION
SHEET TITLE
Surface Drip
Detail Sheet #2
I DRAWN 11 CREATED IN
S. JO... 12/2/2019
RELEASED BY RELEASED ON
SHEET NAME
WW-8

'NO ES
-nslall Sampling Spigot With Pump lank p'ixM1orge Line.
-Install "Odwarks Risers) over Top D! pump ionk if space permits (see WW-3).
-All risers 1, e.tend , above finished grade.
-Tystem piping and conduit to maintain 18' rover (except GhSS noted),
ollno (2)
b��oeeo��en
as pea
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u�aerurbea Eanh �i�,. vmk Pump uow
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Englneen arM So119eNMlatn
Agrl-Waste Technology, Inc.
m St
501 N. Salereet, Suite 203
Apex, North Caroline 27502
919-859-0669
www.aeriwaste.com
Street Property
WWTS
ow"Pr mrnrmnnn�:
sorry T street
3800 Wesley RISE, Drve
Apex NC 27539
[phone]
prince l_66Mho,,UIL,oT
properly Information:
2162 Brogden Road
Creedmoor, NC 27522
Granville County
1
MS No. 0886029872 0
PROFESSIONAL ENGINEER SEAL
/1 SYSTEM PROFILE VIEW
v.x m+wey,....�m®.a
�s byS.dw mO EllOd5bp5 sealed by Scan Pelanes, NO P
�M1ell sib
not be carasiderede ddm�d
sealed daooma�t.
FINAL DESIGN
NOT RELEASED FOR CONSTRUCTION
REV. ISSUED DATE DESCRIPTION
SHEET TITLE
Surface Drip
Detail Sheet #3
DRAWN BY: CREATED ON:
S. Jones
12/2/2019
REVISED BY:
REVISED ON:
RELEASED BY:
RELEASED ON:
SHEET NAME /`�/
�l SYSTEM ELEVATIONS
U
W W � /
Elevation Determination Sheet (All Elevations in Feet)
Septic Tank
Drainline Invert EL at house (assumed) 300.50 ft
Pipe Length to Septic Tank 45.00 ft
AdvanTex
RT Pod
Pipe Length from ST cutlet 7.00 R
Pipe Slope from ST to Pad 2.13 % �
Ground Surface at Pod 301.25 ft
Exposed Height of Pod 2.00 in
0.17 ft
Elevation at top of Pod 301.42 ft
Extension Collar Height 0 in
0.000 ft
Distance to Inlet irnert from top 2.15 ft
Elevation at Inlet invert 299.27 ft
Pump
Tank
Pipe Slope to Pump Tank 1.00%
Pipe Length 14.00 R
Elevation at Inlet Invert 298.00 ft
Slope of Pipe to Septic Tank 2.04%
Ground Surface at Septic Tank 301.50 ft
Distance to Inlet Invert From Exterior Top (Located in Inlet Riser) 3.00 in
Cover over Septic Tank
12.00 in
0.25 ft
Elevation at top of Pump Tank 297.75 ft
Ground Suface at Pump Tank 300.50 ft
1.00 ft
Elevation at top of Septic Tank (Exterior) 300.50 ft
Distance to Inlet invert from tap 0.92 ft
Cover over Pump Tank 32.97 in
Elevation at Inlet invert 299.SBft
2.75 R
Distance to Outlet invert from Top 1.08 ft
Extemal Tank FleigM
8.67 R
Elevation at Outlet Irnert 299.42ft
Distance to OWet Irnrert from top
3.27
ft
Extetlor Bottom of Tank EL 289.09 ft
Tank Bottom Thickness 4 in
Elevation at Tank Floor 289.42 ft
Extemal Height of Septic Tank 5.83 ft
Elevation at Outlet Invert
Heigh of Pod
(With Extension)
298.14 R
72.00 in
B.DD R
Extemal Bottom of Tank Elevation 294.67ft
Gmvel Bed Thickness 6.00 in
Bottom of Excavation Elevation 294.17 ft
Elevation at pump (-6" oft Moor) 289.92
Gravel Bed Thickness 6
Bottom of Excavation Elevation 288.59
ft
Exterior Elevation at Pod Bottom 295.42 R
Pod Bottom Thickness 0.21 in
Interior Elevation of Pod Floor 295.43 R
Grevel Bed Thickness 6 in
Bottom of Excavation Elevation 294.92 ft
in
ft
Riser Heights
(approx)
AdvanTex
RT Pod Float Setting
Pump Tank
Float Setgngs
Septic Tank
1.50
ft
Height Rom
Heigh from
18.00
in
Elev. (ft)
Tank Floor (in)
Elev. (ft)
Tank Floor (in)
Pump Tank
3.25
ft
Low Water/Redundant OR
297.77
28
Low Water/Redundant
OR
291.59
26
38.97
in
Pump Override
298.85
41
Timer Enable
292.09
32
High Water Alarm
298.98
42.5
Peak Enable/High Water Alarm
29625
82

4-DR
Hone
0-480 gpd
Q=480 gpd
PT AdvanTex ST
4,000 got AX-20RT Pod o= 1,500 ge.I
w/ Integral 75 gpd
Reci ". Tank
0-480 gpd
Head
Works
0-955 gpd
Surface Drip Field
- 4 Zones
0-480 gpd - 8,576 Linear Feet
(7,806 nin.)
`Supportmi
Concrete Support
III
Strap
Pad 18"x18"Fe"�
o 24'
MIN. COVER
Geote.t
,p Grovel
Eebrm
oreln Hme
G°Ivo nlzed
4"An" Treated Pos
III III
Elbow
48" burial (min) \1
I DIAGRAM %1 FRE SNWATER SPIGOT DETAIL
g...:. s..,rr� .rn. �...
ogler R�se"� v er, Ner
0 \nd 9uri\ e
so envy, `) "° e so SIP-
To
\\\\ y Heod-1,
Bnit
" emaw
1 .25" Pump
sc Diharge Line
Note: All components to be 1.25"
SCH40 PVC except where noted.
4ARGE ASSEMBLY
netml s°Tety Net In Eneh recess
Riser that does not ontain °n
r Lid
or��� eryP 2L,
�vrco, rroro� �o, o.r
SIX
v v cvrrre.e ,vv. 11 1 oenrpr .
RISER S SAFETY NET
4116 TREATED POST
RAIN SENSOR
MOUNT PANEL DIRECTLY
CONTROL
PANEL
TO POSTS OR TO ALUMINUM
SINGLE
00000
PLATE (GRIND OFF
PROTRUDING SCREWS)
CONDUIT
(no splices)
2X4 TREATED -SECURE
CONDUIT
WITH 4-3"DECK SCREWS
SUPPORT
PER POST
RISER OR
''
2 (m n )
CORRUGATED
PIPE III
III
COVER CONDUIT
'V GRAVEL
MINIMUM 187
v
TO PUMP TANK
TO HEADWORKS
TO POWEIRS BRICE
ALL CONDUIT
INSTALL
TO BE 3/4"(min)
MULTIPLE
CONDUITS AS
NEEDED III
III T BURIAL DEPTH
MINIMUM
CONTROL PANEL DETAIL
1 1 1 94 3 1 30 181
ZONESUMMARY
Surface Drlpfleltl Layout
Run
Lateral
Zone
lion
Latent
Zone
Length
Length
Length
Length
Length
Lengtlr
Zone #
La�nl #
Run #
(it)
(R)
(R)
Zane #
Latent #
Run #
(ft)
(R)
(R)
2
99
31
185
388
3
100
2
32
183
4
105
398
3
33
185
368
2
5
105
34
184
8
111
216
35
187
371
3
7
111
4
36
185
8
118
227
37
188
373
4
9
117
5
38
39
186
189
375
10
122
239
5
11
122
6
40
187
12
128
250
4
1
41
42
43
190
189
182
377
381
2230
6
13
132
14
136
286
7
15
142
2
44
190
18
148
286
45
193
383
8
17
152
2194
3
46
181
2
1
18
18
19
156
182
167
306
329
47
194
385
4
48
182
49
195
387
2
20
172
5
50
184
21
178
346
51
178
380
3
22
178
6
52
155
23
182
360
53
148
303
2199
4
24
180
25
184
364
Tofal=
W56
5
28
181
Required =
8281
27
185
366
Blanking =
5.99%
6
28
181
2133
29
185
3B8
A�
Engineers, and Soll ScbMists
Agri -Waste Techn0109Y Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www.eghw tecom
Street Property
WWTS
Owner Intormaton:
B°rryT 51r t
3800 Wesley R'dg REEF,
Apex NO 27539
[phone]
pr ncei 66Mhoimalcom
Properly Intormal'
2162 Brogden Road
Creedmoor NC 27522
Go,olle County
Map No. 088602987210
PROFESSIONAL ENGINEER SEAL
m�Ug NC PE SO-05
�n�li ne �oav 111e This adw
sesleA aoouman.
FINAL DESIGN
NOT RELEASED FOR CONSTRUCTION
REV. ISSUED DATE DESCRIPTION
SHEET IDLE
Surface Drip
Detail Sheet #4

INSTALLATION NOTES
1. Boundary and Topographical information taken from Base Survey and CIS Mapping If actual
Spa
conditions vary from those shown on plans, contact Engineer before moving forward.
2. Drip field to be 100' from any off -site residence, 100' from any well, 15' from on -site
ewd ence or building foundation, 100' from any surface water, 25' from any ephemeral stream, 15'
from a cut or bank greater than 2' in height, and 50' tram any property line (unless otherwise
indicated). Treatment tanks to be 10' from any on -site residence or building foundation, 100' from
any w and 50' from any surface water. Verification of these setbacks to be performed by
contractor.
3. Pre -construction meeting to be held with Certified Installer prior to any construction activities.
4. Actual installati an and placement of treatment system to be overseen by Contractor. Contractor
to document system installation with photographs.
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. Engineer inspection(s), installer certification and engineer certification of installed system is
required.
S. Contractor to seed and/or mulch disturbed areas to coincide with existing landscape. Area
shall not be left with uncovered soil.
9. Upon system c Ifleti an, Contractor to supply Engineer with documentation of Installation and
signed letter indicating system was installed per approved design or noting any deviation from
approved design.
10, All system piping to be SCH4O PVC,
11, All gravity elbows to be long -radius or long -sweeping type elbows.
12, Septic Tank to have approved Orenco Effluent Filter model FTP-0854-36 NC.
13. AdvanTex Pod to be placed on gravel bed. Pour concrete ring around flange of treatment
unit. In lieu of concrete collar, Orenco anti-ba uya ncy devices can be used.
14. Onsite vacuum and leak test required on all tanks. Vacuum test at 5 inches of ITS for 2
minutes. Leak test for 24-hour duration with water level at 2 inches above riser connection.
Documentation to be provided to Engineer.
15, All r e c
s to have cast -in tank adapters and be single -piece users Risers shall be secured to
oat -in tank adapters per m nufa cturer's r em ions. Risers toextend 6" above soil surface
and be designed and maintained to prove nE surface
We
inflow. Risers to be gasketed and
secured with four (4) a" diameter screws.
16, All Tank users to have safety nets or Inner lids.
17. Sampling spigot to be installed an Pump Tank discharge line. A threaded union (or equivalent
type of d'sconnect) shall be provided in each
pump discharge line. Pump discharge piping fittings
and valves shall be of compatible corrosion -resistant material.
18. Spigot to be located on outside of building within 50' of tanks or yard hydrant shall be
Installed.
19. Mount Control Panel 24" (min.) above finished grade. Panel shall be locked or secured against
unauthorized acce,,.
20, Contractor to install Internet line or phone line to VCOM control panel.
21. Electrical service from residence to be installed by licensed electrician under the residence
building permit
22. All system wiring to be installed in electrical conduit buried to a minimum depth of 18". All
wire to be OF or THWN rated.
23. Separate circuits for each pump and alarm /control panel are required (2-24OV. 20 amp;
1 -12OV, 15 amp). Separate conduit required for phone or Internet fine.
24. Recirculation Timer Settings:
TIME Orl 1.04 / 13.96 min utes
12 Ron, to Pod / 4.75 gum to Septic Tank
25. Pump Selection:
RecIno Pump - Orenco PF3OO5 1 2
Irrigation Pump - Orenco PF3O15 1 2 (Required Flowrate: 22.1 Spun, TDH: 205.8 it)
OPERATION AND MAINTENANCE SCHEDULE:
AMOM
1. A contractor o other qualified professional should be contacted if you are uncomfortable or unfamiliar with operating this
Engineers and Soil Scientists
AgrFW,E,Technology, Inc.
501 N. Salem Street, Suite 203
system or if system troubleshooting is necessary.
2. The Septic Tank Effluent Filter shall be cleaned at least every 6 months or per manufacture,', recommendations, Check Septic
Apex, North Carolina 27502
9198590669
Tank solids level annually. In general, it is recommended that solids be pumped from the Septic Tankcevery 3-5 years.
www agriwastecom
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
Street Property
Grain In 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
WWTS
the Septic Tank.
Owner Inter mat'ion:
4. Effluent from the AdvanTex treatment system shall be sampled per the requirements of the system permit. If no parameters
BarryT Street
arelisted, AN(f recommends sampling for the following parameters; Total Suspended Solids (TSS), Biological Oxygen Demand (BODS),
3800 Wesley Ridge Drive
Fatalist
(TN), Ammonia -Nitrogen (NH3-N), and Fecal Colifarm-
Apex, NC 27539
(704) 692- 94 17
5. Me ntenance of the AdvanTex treatment system should be conducted by a certified operator under contract with the
prince 1-660hot mat Lcom
homeowner.
Properlyy rm Infoation:
2162 Brogden Road
6. The UV component shall be checked weekly to en e the alarm bulb (on control panel) is not illuminated. The UV bulb
27522
Crcenfll,
(or opera ) m p
should be cleaned an a 6 month interval. It I ended that the homeowner -tracked ter main a back-up UV
cthe
Granville County
Counts
Map No. 088602987210
bulb and quartz sleeve when it is time to replace bulb. This service should be completed by the engaged certified operator.
7. The storage and pumping component shall be checked weekly to e e 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 coined recently the pump may not be operating because the r s temporarily blocking the system from
operating. If this es the c e than the pump will r operation once it isdryenough, If the pump tank is n danger of
verfl owi ng and continuedaainfall is expected, contact a septic tank pump contractor to r a portion of the liquid in the
pump tank. The pump tank has been designed to a modate approximately 5 days of effluuent storage under normal usage. As
PROFESSIONAL ENGINEER SEAL
suit, prolonged periods of rain may cause a backup ai effluent in the system since the rain sensor prevent application of
effluent onto the drip field.
annual basis to e o solids a e building up on the
8. It Is important to inspect the pump tank, and component, o s
tank bottom, to ensure that the pump control switches a e placed properly, and to verify properpumping of the effluent. These
'
activit will be handled by the engaged Service provider.
sNeuy :Isnea �a
�iw ey is�ne��a��,>uc earwawas
9. Tn he locatioof the supply line should be walked weekly to ensure that a fine breakage has not occurred. The area in which
�nell got neaor�laP.rw lg"�a
the Ilne is buried should be monitored for any wet spots or locations of excessive vegetation growth as these occurrences may be
on indication of a line breakage. No permanent structure shall be e ected o r the locations of the Supply and Return lines. No
heavy vehicles or equipment should be driven over the Supply and Return Ines.
10. The dripfield should be inspected weekly to verify proper operation and to ensure driplines have not become damaged.
Clogged or worn drip tubing should be replaced or, in the event of minimal obstruction, cleaned. No heavy vehicles or equipment
FINAL DESIGN
should be driven over the irrigation area.
NOT RELEASED FOR CONSTRUCTION
REv. Iss con DESCRIPTION
11. Ve elation
g (grass for this system) in the application area is critical to the operation of the treatment system. The
application are,should be allowed to remain n natural state; however, the ar should be kept free of fallen trees and invIcarva
eeds. Any saplings o stumps that regrow should also be r ved from the application area by hand and without damaging the
drip components. The turf should be cut occasionally to keep the turf at a manageable height. Cutting should be performed using
a trimmer, scythe, or other method that will not damage the drip tubing. Wheeled or tracked equipment should not be used. A
soil sample should be collected from the drip 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.
SHEET TITLE
Surface Drip
Notes
SHEET NAME:
WW-11

A
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Engineers-d Soil Scientists
Ag, W,A,T,,h,,I,gy, 1,,
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Appendix H
System Specifications

z 1 2
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
SEAL:
Street Property WWTS
SFR Wastewater Irrigation System
Chatham County
Project Specifications
FINAL DESIGN
NOT RELEASED FOR CONSTRUCTION
Client: Barry T Street
3800 Wesley Ridge Drive
Apex, NC 27539
Property Location: 2162 Brogden Road
Creedmoor, NC 27522
Map No. 088602987210
Granville County
Project Engineer: Scott P. Jones, P.E.
Agri -Waste Technology, Inc.
501 N. Salem Street
Suite 203
Apex, NC 27502
Date: December 15, 2019

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
Addition of Fill Material
3.5
Permanent Seeding
3.5.1 Seedbed Requirements
3.5.2 Soil Conditioner
3.5.3 Seedbed Preparation
3.5.4 Seeding
3.5.5 Irrigation
3.5.6 Mulch all plantings immediately after seeding
3.5.7 Application of Organic Mulch
3.5.8 Anchoring Organic Mulch
3.5.9 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
Drip 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 dripfield to
accommodate wastewater from a four -bedroom single-family residence. The treatment system will
consist of a septic tank, an AdvanTex Treatment unit with integral recirculation tank, UV disinfection,
pump tank, irrigation headworks, and a control panel. The surface drip irrigation system covers
approximately 0.57 acres.
1.2 Site Description
The project site consists of property located at 2162 Brogden Road, Creedmor, NC. The
residence and treatment components will be located to the east of Brogden Road in the northeast
portion of the property. The drip field will be located across Brogden Road in the southwest
portion of the property to the west of Brogden Road. There are no setback waivers considered
for this property. The location of the treatment unit and dripfield are shown on the system
drawings.
1.3 Adjacent Property
The surrounding area at the residence site is rural and occupied by primarily undeveloped land and
single-family residences. Lake Rogers borders the property to the north and west. The dripfield is to
be located a minimum of 100' from any off -site residence, 50' from any property line or public right-
of-way, and 100' from any surface water body.
1.4 Soils and Water Table
The soil in the project area is predominately a complex of the Creedmor soil 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 be taken 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.

TREE WOUND
TRIM AND TAPER
Figure 1. Trim bark wounds with a tapered cut, then apply tree paint.
2 Z✓
3
COLLAR
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.
Temporary seeding- Protect topsoil stockpiles by temporarily seeding as soon as possible,
no more than 21 calendar days after the formation of the stockpile
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. Light packing 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.
3.4 Addition of Fill Material
MATERIALS
The surface of the soil will need to be smoothed prior to installation. Fill soil may be needed in
some places within the proposed dripfield area. The natural topography is ideal to shed surface
water, and this should not be adjusted. Fill material will be placed and graded to provide a slope
that matches the natural grade. The present soil surface texture is sandy loam and offers
a good infiltrative surface. The final fill material will accept wastewater application not to exceed
0.20 inches per hour. Fill material, as approved by a Licensed Soil Scientist (L. S. S.), shall meet
the following guidelines:
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 or fragments of such.
4) Fill material shall classify under one of the following USDA soil texture classes: loamy
sand, sandy loam, sandy clay loam, loam. Particle size analysis may be confirmed by a
third -party testing laboratory if necessary.

APPLICATION
Specific fill application details may vary from site to site, for this site:
1) Vegetation 8" or less in diameter shall be removed by hand or with small tracked
equipment to prevent native soil loss and compaction.
2) Provide sufficient fill to achieve 12" separation to the SHWT.
3) Fill is to be applied in multiple lifts if necessary.
4) Light tillage of the fill with the topsoil should occur, however, this tillage should not
exceed 4 inches below the natural soil surface.
5) Extend fill material 5 feet beyond the wetted area and blend into the natural contours.
6) Compact the fill material to 1.1-1.3 g/cm3.
7) Surface shall be graded to a final grade that matches the natural grade to provide uniform
drainage.
8) No site work shall be done when the conditions are wet, to avoid excess compaction.
9) Avoid placing fill material around large trees to prevent tree death (an arborist can provide
more guidance on tree protection).
10) Field shall be seeded with temporary vegetation suitable for the specific time of year. If
construction is complete in the following windows, permanent seeding can take place
immediately: February 15 through April 15, or September 15 through November 15. Once
final fill has been placed, a soil fertility sample shall be taken. Seeding can occur
immediately with the following amendments:
Ag-Lime: 280-300 pounds
10-10-10 Fertilizer: 51 pounds
The soil test recommendations will be used to supply additional amendments as needed.
Temporary seeding shall include the following species and rates: Annual ryegrass or
ryegrass blend with other small grains, at 10 pounds per 1000 square feet, lightly tilled or
raked into the top 0.5-1.0 inch of topsoil, cultipack or roll lightly, and cover with straw or
other shade cover. Follow with permanent fescue seeding in the appropriate dates, with
the September 15- October 15 window preferred.
FERTILITY ANALYSIS
Upon addition of the fill, a soil sample will be taken for fertility analyses. Soil test recommendations
will be followed for pH adjustment and nutrient amendments for N, P, and K to help with grass
establishment. Soil amendments may be applied pre or post construction.
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 maybe
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.
• 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 ft2, and place 70-90 lb of straw (1
to 2 bales) in each section to facilitate uniform distribution (See Table below). 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 DWV.
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 2 min with <0.5 in Hg
- Water Test 10 gallons/1000 gallons/24 hr period
- Tanks to be installed level on 6" gravel base (#57 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 thru 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.
- 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 Drip Field
- Install drip field per system drawings.
- Drip field shall be cleared of small brush, debris and vegetation by hand or with small
tracked equipment.
- Install perimeter fence per system drawings.
6.9 Irrigation Headworks
- Install headworks per system drawing.
- Install headworks on 6" gravel base.

Tanks and Risers

-NOTE -USE 24'
CAST-IN-PLAC
ORENCO RISE
ADAPTE
E
0 24'
01
r'
ON i k7l,
TOP VIEW
)STOP VIEW MEASUREMENTS
ARE TO WIDEST DIMENSIONS
I\
4' INLET &
OUTLET BOOTS
Cast in Place ❑renco Riser Adapters
4' 3'
TKII �T
TO B
SHOAF PRECAST SEPTIC INC.
MODEL: TS 1500 STB
NON TRAFFIC
1500 Gallon Septic Tank
4130 WEST US HWY 64
LEXINGTON, NC 27295
PHONE [phone]
FAX [phone]
WWW.SHOAFPRECAST.COM
SHOAF-1,500 SEPTIC TANK
STB-390 NON TRAFFIC
LIQUID CAPACITY-1,517 GALLONS/AIRSPACE-10'
TANK HEIGHT-70'
BOTTOM OF TANK TO CENTER OF INLET-61'
BOTTOM OF TANK TO CENTER OF OUTLET-59'
LENGTH TO WIDTH RATIO-2 TO 1
SIZE OF INLET & OUTLET-4' PIPE
TYPE OF INLET & OUTLET-POLYLOCK OR EQUAL (MEETS ASTM C-923)
CONCRETE PSI-4000; TANK WEIGHT- 13,000 LBS.
REINFORCEMENT PER STATE CODE
JI,HLL - IN.I.J,
--NOTE I' BUTYL RUBBER
MASTIC SEALANT
ET coNTIN ous IN jo[NT
--NOTE-TEE NOT
SUPPLIED
TOM OF 7- 6
TLET
e•
�2' VENT O
SLOT
3'
�0 0 0 0
4• FLOW
THROUGH
END VIEW
6'
STATE
APPROVAL #
/SHOAF-1500
STB-390
1.
Septic tank to
be
approved by NCDHHS.
2.
Leakage testing
of
tank is required. Allowable leakage must not exceed 1 % of tank
capacity
per 24
hour
period.
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.

3" 72"
144"
❑renco 24"
Riser Base
W/ Lid
3"
❑uVet
24"
❑renco 24"
Riser Base
W/ Lid
�77%
''
104"
M❑DEL: MS 4000 PT
N❑N TRAFFIC MID SEAM PUMP TANK
SH❑AF PRECAST SEPTIC INC.
4130 WEST US HWY 64
LEXINGT❑N, NC 27295
PH❑NE [phone]
FAX [phone]
[e-mail]
WWW.shoafprecast.corn
- NC APPR❑VAL 4 ; PT-2106
- LIQUID CAPACITY- 4,219 GALL❑NS
- GALL❑NS PER INCH - 43.95
- PIPE PENETRATI❑NS - (MEETS ASTM C-923)
- C❑NCRETE - 5000 PSI MIN
- TANK WEIGHT - 20,800
- T❑P - 10,400 4
- B❑TT❑M - 10,400 4
- REINF❑RCEMENT PER ENGINEER SPECS
- %- BUYTL SEALANT C❑NTINU❑US
104"
4"
�•
- 78" -
1. Pump tank to be approved by NCDHHS or Engineer.
2. Leakage testing of tank is required. Allowable leakage must not exceed 1 % of tank
capacity per 24 hour period.
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.

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.
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
I 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 NTD-RLA-PRTA-1
Rev. 2.0, © 03/17
Page 1 of 1

Access Risers -Ultra-Rib '"'
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
General
Orenco Ultra -Rib'" 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: 6 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 A (32)
15 = 11z (38)
20 = 2 (50)
Splice
box grommet or splice box options (choose one):
Blank
= no grommet or splice box
or
S
= grommet installed,1-in. (25-mm), fits SB1-SB4
L
= grommet installed,1 A -in. (32-mm), fits SB5-SB6
SX
= hole drilled for Orenco® external splice boxt
or
S1
= grommet and SB1 internal splice box installed
S2
= 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
or
XS
= grommet and simplex explosion -proof splice box installedt
XD
= grommet and duplex explosion -proof splice box installedt
XT
= grommet and triplex explosion -proof splice box installedt
Riser height in inches (3-in. increments standard)
Riser diameter:
12 = 12-in. (300-mm)'
18 = 18-in. (450-mm)'
21 = 21-in. (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-RibTM pipe, all diameters
Ultra -Rib TM PVC Pipe: PVC I Riser, Ultra -Rib'"
Not intended for use over pump vaults
t Requires minimum 18-in. (457-mm) riser height
Specifications t For Class I Division I environments
Model RR12XX RU18XX RR21XX RR24XX
I.D., 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 M-BLA-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, RRFTA30, PRTA24, PRTA30, 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)
rLJ
Riser prep for 500-gal. (20001) 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 1b: Use the plans or drawing to mark the locations of the penetrations.
• If plans or drawings aren't available, use Drawing 1b 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 IN pipe size)
Hole saw size
112
1
3/4
1-1/4
1
1-9/16
1-1/4
1-3/4
1-112
2-1/8
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)
Grommet for
discharge assembly
(at 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. 7.0, © 03/17
Page 2 of 7

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 X 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 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 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 X 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.
NIN-RLA-RR-1 Orenco Systems®, Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com
Rev. 7.0, © 03/17
Page 4 of 7

VVC Riser Installation renco°
S Y S T E M S
Cross-section detail of adhesive fillet
on inside seam of 1000-gal. (37851)
tank with 24-inch (600-mm) riser
Cross-section detail of adhesive
fillet on outside seam of 500-gal.
(18901) tank with 24-inch
(600-mm) riser
At
Instruction Set 5:
Riser Installation — Orenco FRP Tanks with 24-inch-
Diameter (600-mm) Risers
Step 1: Prep Tank and Riser
Step 1a: Roughen the bonding surfaces of the tank and the riser with
sandpaper.
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.
Step 2: Apply Methacrylate Adhesive
Apply methacrylate adhesive to the bonding surfaces of the tank and the riser.
• For adhesive recommendations, see Instruction Set 7.
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 X 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
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 1b: Plug the inlet (and outlet, if present) of the tank with watertight plugs.
Step 1c: 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.
Watertightness test
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. 7.0, © 03/17
Page 6 of 7

VC Riser Installation Grenc
S Y S T E
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
300/300-mL cartridge 300/300-mL cartridge 7-oz (200-mL)
(600-mL total) (600-mL total) packet
IPS 810
1-pint (473-mL)
1-quart (946-mL)
ADH100
10.2-oz (300-mL) tube
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
Y2 cartridge`
Y2cartndge`
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
Y2 cartridge`
Y2 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 HDPE 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)
Perml 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
FLD ❑ ❑ ❑ ❑ Riser Lids
TIFLD 24G (6)
olor and logo options:
Blank — green color lid
B = brown color lid
C — custom logo
ATX — AdvanTeO logo
W — warning label
Insulation:*
Blank — 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
CIF — carbon filter
Gasket options:
G = gasket (standard)
Blank — no gasket
Lid diameter, in. (mm):
24 — 24 (600)
30 — 30 (750)
DuraFiber'" fiberglass lid
* Insulation has an R-value of 10 per 2-inch (50-mm) increment.
B
a
T
T
i,,
6
_ 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
FLD30XX
A in. (mm)
26 (660)
33 (838)
B, in. (mm)
1 %2 (38)
1 %2 (38)
C, in. (mm)
23'/a (590)
29'/a (743)
Gasket width, in. (mm)
3/ (19)
3/ (19)
Bolt hole diameter, in. (mm)
5/6 (8)
5/6 (8)
Weight, Ibs (kg)
11 (5)
20 (9)
Bolt holes, per lid
4
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 Orenco° 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
Treatment Pod (1), Pump Tank (1), Headworks (2)
Run pump and float cords through Splice Box to Panel.
DO NOT CUT WIRES IN SPLICE BOX IF POSSIBLE
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 cm3) 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
SBEX1-4 -
TBlank = no divider plates
P = divider plates
External splice box
r
UThe
External Splice Box is molded
of a UL if 1) rated PVC alloy. It has
a UL Type 6P listing for prolonged
submergence.
Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-SBEX-1
Rev. 3.0, 010117
Page 1 of 2

Physical Specifications Materials of Construction
Volume 100 in.3 (1639 cm3) Splice box PVC alloy
Cord grips 4 per SBEX Cord grips Nylon
Cord grip plugs 3 per SBEX Cord grip plugs EPDM rubber
Cord diameters 0.170- 0.470 in. (4.3 -11.9 mm) 0-rings Buna rubber
accommodated Conduit hub plug PVC per ASTM D-1784
Conduit hubs 2 4-in. (100-mm) grommet* EPDM rubber
Conduit hub plug 1 * Grommet not shown in illustration below
Conduit sizes 3/ in.,1 in. (with coupling), Y2 in. (with fitting or bell end)
accommodated
Dia. of hole into riser 5 in. (127 mm), hole -cutting template included
Threa
4.5 in.
(114 rr
Q
Wo
Cord grip
Cord grips Cord grip Optional
plugs (3)
(4) plate divider
5.24 in.(133 mm)
8.25 in. (133 mm)
I
Conduit Optional
hubs (2) divider
-
Conduit
hub plug (1)
NTD-SBEX-1 Orenco Systems° Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com
Rev. 3.0, © 10/17
Page 2 of 2

STF-N24 SECURITY NET
24- —
30 QeylK
�� 30 Wyleef
•.� so e.aR.e
STFR824B SEGMENTEO RI9ER
w
MW
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
s• Available to fit 18", 24", and 34"
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-N 30
CAD detail drawing available in DXF format
RELATED PRODUCTS
STF-CI24 page 5
STF-APC24G page 6
STF-APC24B page 6
STF-RB24B 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
U.S. Patent Pending 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
klarm float assembly
ordered separately)
Pipe coupling
Biotubes
✓ault
Flat holes m
Sup[
lili`�LSuppo
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 Diagrams
FT
❑ ❑ - 36 El FTP 0854-36 NC
_,_Float switch bracket and slide rail options.
Blank = no options selected
A = float switch bracket installed
R = slide rail installed'
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)
Filter diameter, in. (mm):
08 = 08 (zoo)
12 = 12 (300)
15 = 15 (375)
Filter mesh option:
Blank — Ya-in. (3-mm) filter mesh
P = 1/6-in. (1_6-mm) filter mesh
Biotube® effluent filter
Minimum liquid level (MLL) information:
48-in. (1219-mm) housing for MILL of 37-46 in. (940-1168 mm)
54-in. (1372-mm) housing for MILL of 47-63 in. (1194-1600 mm)
60-in. (1524-mm) housing for MILL of 64-84 in. (1626-2134 men)
66-in. (1676-mm) housing for MILL of 85-112 in. (2159-2845 mm)
r For 12- and 15-in. (300- and 375-mm) only; use slide mil option
when only one access is available for the filter chamber
FTD❑22-14B❑
Teat switch bracket and overflow plate options:
Blank = no options selected
A = float switch elbow installed
FSO = overflow plate installed
Base inlet model
Cadddge height, in. (mm):
14 = 14 (356), standard
Filter housing height, in.(mm):
22 = 22 (558), standard
Filter diameter, in. (mm):
08 = 8 (zoo)
12 = 12 (300)
Filter mesh option:
Blank = Ya-in. (3-mm) filter mesh
P = /6-in. (1.6-mm) filter mesh
Biotube® effluent filter
Materials of Construction
Vault PVC
Pipe coupling PVC
Handle components PVC
Support coupling and bracket PVC
Biotube° cartridge 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, © 03/17
Page 1 of 2

Air vents and discharge orifices
Air vent o 0
Discharge orifice(s) �� O
8-in. base 8-in. 12-in. to 15-in.
inlet models models models
A
B IN
Standard model
Specifications
Model
FT0854-36
FT0822-14B
FT1254-36
FT1254-36AR
FT1554-36
A - Cartridge height, in.
36
14
36
36
36
B - Nominal diameter, in.
8
8
12
12
15
C - Inlet hole height*, in.
22
n/at
22
22
22
D - Vault base to invert height, in.
38
13
38
38
38
E - Vault height
54
22
54
54
54
Number of inlet holes
8
n/a
8
8
8
Inlet hole diameter, in.
1.375
n/a
1.375
1.375
1.375
Number of discharge orifices
2
1
1
1
1
Discharge orifice diameter, in.
1.125
1.750
2
2
2
Pipe coupling diameter, in.
4
4
4
4
4
Number of air vents
1
1
1
1
1
Air vent diameter, in.
0.75
1.750
0.75
0.75
0.75
Filter surface area$, ft2
14.6
6.0
30.0
30.0
50.5
Flow area**, ft2
4.4
1.8
9.0
9.0
15.2
* Inlet hole height can vary depending on the configuration of the tank. Optimum 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.
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, © 03/17
Page 2 of 2

BiotubeO Effluent Filters
Installation, Operation and Maintenance Instructions
FT08 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.
Ce
Orenco Systems'
Incorporated
1-800-348-9843
N I N-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.
N I N-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.
a00000 0
I
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 Tank: Size:
Model: Single/Double Compartment:
N I 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-RTTreatment 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:
• Repairs and retrofits
• Small sites and poor soils
• Sites that require shallow bury
Product image is for illustrative purposes only.
General
Following a septic tank equipped with a Biotube° effluent filter, the
AdvanTex AX-RT unit eliminates the need for separate recirc, treat-
ment, 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 with turnbuckles.
The heart of the system is the AdvanTex Recirculating Treatment Tank,
a sturdy, watertight, corrosion -proof fiberglass tank that includes the
same dependable, textile treatment media found in all AdvanTex prod-
ucts. X20RT MODEM
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
AXI IRT
El - ❑i❑- ❑-T❑
Float switch options:
Blank— mercuryAoatswitches
MVF = non-mercuryAoatswitches
Discharge pump "page options:
Blank= 120V
230 = 230 V
Discharge pump options:
Blank = no discharge pump
10 = 10 gpm (0.6 Vsec) pump 20 = 20 gpm (1.3 Vsec) pump
30 = 30 gpm (1.9 Vsec) pump 50 = 50 gpm (3.2 f/sec) Pump
Cold weather options:
Blank = standard lid
UCW = ultra -cold weather package
Treatment mode:
MODHA = mode 1, gravity discharge MOM = mode 3, gravity discharge
MODHB = mode 1, pump discharge MODF3B = mode 3, pump discharge
uV disinfection unit option (A)(20-RT onf ):
Blank = no UV disinfection unit
UV
= AM1V disinfection unit
NSF approval option:
Blank = standard AcinnTmOsystem
N = NSFc rtified AdvanTex® system
AMiT-series treatment unit
I Nominal treatmentarea:
25 = 25 fF (2.3 m')
AdvanTex' Treaanem System
AdvanTex Treatment System AX-RTN Models meet the requirements of
NSF/ANSI Standard 40 for Class 1 Systems.
Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-ATX-AXRT-1
Rev. 2.0, © 03/17
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
12. Splice box
13. Passive air vent
14. Biotube° effluent filter (in septic tank, not shown)
15. Control panel (not shown) 0
Specifications
Nominal Dimensions"
Length, in. (mm) 102 (2591)
AdvanTexAX-RT side view (AX20-RT pump discharge model shown)
Width, in. (mm)
62 (1575)
Height, in. (mm)
72 (1829)
Overall unit footprint, ft2 (m2)
44 (4.11)
AdvanTexAX-RT top view (AX20-RT pump discharge model shown)
Visible footprint after installation, ft2 (m2)
20 (1.86)
Lid insulation value
R-6 (RSI-1.1)
Dry Weight AX20-RT
AX25-RT
Gravity discharge model, lb (kg) 883 (400)
908 (412)
Pump discharge model, lb (kg) 923 (419)
948 (430)
Not to be sold individually in the state of Georgia.
Nominal values provided. See AdvanTW Treatment System drawings for exact dimensions.
NTD-ATX-AXRT-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

Adva nTex°
atment Systems
Applications

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 Backfill 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
How To Use This Manual
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.
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-I Orenco SystemsO, Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com
Rev. 5.0, O 07117
Page 2

Before You Begin
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 1/8 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. 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.)
Orenco Systems®, Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NIM-ATX-AXRT-I
Rev. 5.0, ® 07/17
Page 3

Standard Unit Components And Functions -
Standard Components (AX20RT MODE1 B shown):
O Septic tank inlet tee
O Biotube° effluent filter
O AX-RT inlet and tee
O Treatment tank (recirc/blend chamber)
© Recirc-transfer line
O Recirc-pump system
O Manifold and spin no2zles
0 Textile media
O Tank baffle
m Discharge pumping system
® AX-RT outlet
® Passive air vent
m Splice box
Side view, septic tank Side view, AX-RT unit
Top view, septic tank 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. 5.0, © 07/17
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-I
Rev. 5.0, ® 07/17
Page 5

Discharge to
drainfield
T �
Passive I I Splice
vent L I boxes
AX-RT unit
�7vnln��� I
Y v'
I
E 3ft
Oft
(minimum 1/b
= distance)
m
Control fall
panel
Cleanout Outlet
riser
0 O Septic tank
5 It
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
Step 1: Review or Sketch Site Plans
Check the site plan for the specifics of your installation.
O!TKey Point If you're installing the AX-RT unit more than 20 ft (6 m)
s 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. 5.0, c 07/17
Page 6

Installation Steps
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, 6-1n.
(152-mm) compacted base of <_ %2- to <_ 3/-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 Fiberglass 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.
4!is Key Points:
• The tank has to be set at the correct depth to connect to the sewage inlet.
• 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.
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-I
Rev. 5.0, ® 07/17
Page 7

Lower the AX-RT unit into position.
18-24 in.
(460-600 mm)
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.
O!Ts Key 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.
• 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.
Note: 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-AMAXWN Orenco Systems®, Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com
Rev. 5.0, ® 07117
Page 8

Installation Steps
Step 5: Install Antibuoyancy Deadmen (If Needed), cont.
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)
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
sides of the baffle.
Step 6e: Add another 16-inch (410-mm) layer of backfill.
Step 6t: Compact the fill to 2-3 inches (50-75 mm) below the midseam flange.
I I iO=1 11=1 1-1
I���Ill�i III=III=III—II.
I, � it l ll l ll l ll l ll�l l l�
=i i i—I I II I II
III
IMPORTANT.•
Do not backfill around the unit
unless the lid is bolted down!
Orenco Systems®, Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NIM-ATX-AXRT-I
Rev. 5.0, ® 07/17
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-AMAXWN Orenco Systems®, Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com
Rev. 5.0, ® 07117
Page 10

Installation Steps
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 9111 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 10a: 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 10b: Dry test -fit the effluent filter on the septic tank's outlet pipe.
QKey Points:
• 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 10c: 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 10d: 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 AX-RT
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.
4!iKey Point Confirm there is a minimum fall of 1/8 inch per ft (10
s mm per m or 1 %) from the septic tank's invert of outlet to the
AX-RT unit's invert of the inlet.
Step 11b: 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.
Fill AX-RT unit with water to 1-2 inches (25-50-mm) above
the midseam flange on both sides of the baffle.
10
Effluent filter installed on the septic tank outlet.
1/8 inch minimum fall
Confirm a minimum fall of 1/8 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. 5.0, ® 07/17
Page 11

Passive air vent
I III
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.
Step 13. Connect AX-RT Outlet to Transport Line
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 walla The motor contactor makes a sound
while engaging and disengaging that can be disruptive to residents.
QKey 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-AMAXWN Orenco Systems®, Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com
Rev. 5.0, ® 07117
Page 12

Installation Steps
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 to avoid electrical shorts and other issues.
• Be sure to seal the conduit at the control panel and at the splice box
with UL-listed sealing foam, putty, or silicone sealant.
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
IMPORTANT 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.
IMPORTANT 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: Install the pressure gauge on the manifold.
Step 15f: Toggle the recirc pump "AUTO/OFF/MAN" switch to "MAN" and adjust
the gate valve for a pressure gauge reading of 3.0-3.5 psi (20.7-24.1 kPa).
Note. If the manifold won't pressurize to 3.0-3.5 psi (20.7-24.1 kPa),
check for debris, line breaks, or broken valves, and verify that the pump has
sufficient power. Contact your Dealer for additional assistance.
Key Point. Check for complete spray coverage of the textile media and
adjust the pressure as needed for complete coverage.
Step 15g: Toggle the recirc pump "AUTO/OFF/MAN" switch to "OFF."
Step 15h: Remove the pressure gauge.
Step 15i: Return the recirc pump "AUTO/OFF/MAN" switch to "AUTO."
Rotate the manifold so spin nozzles face upward.
Remove the cap at the end of the manifold.
15f M MINE.'sI"�
Orenco Systems®, Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NIM-ATX-AXRT-I
Rev. 5.0, ® 07/17
Page 13

Installation Steps
Step 15. Perform AX-RT Operational Test, cont.
Step 15j: If the system uses a VCOMTM 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 15k: 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.
IMPORTANT Always make sure there is enough water in the
AX-RT's discharge chamber to safely run the pump.
Step 151: Toggle the discharge pump's "AUTO/OFF/MAN" switch to "MAN"
and verify the pump runs.
Step 15m: Toggle the discharge pump's "AUTO/OFF/MAN" switch to "AUTO."
Step 15n: 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 15o: Make sure the recirc pump and (if equipped) discharge pump's
"AUTO/OFF/MAN" switches are toggled to "AUTO."
Step 15p: Close and bolt down the lid on the AX-RT unit.
NIM-ATX-AXRT-I Orenco Systems®, Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com
Rev. 5.0, ® 07117
Page 14

Installation Steps
Step 16. Complete Backfilling q
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/-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.
• Do not backfill with sand.
Step 16c: Compact the fill thoroughly with a mechanical compactor.
QKey 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.
2 in. (50 mm)
above final grade
Maintain minimum 1/8 in.
(10 mm or`1%)slope
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. 5.0, c 07/17
Page 15

AdvanTex
AX- RT Tre a
Residential Applications
AdvanTex Treatment System AX-RTN
C
smeet the requirements of NSF/ANSI
���°>� Standard 40 for Class I Systems.
c&u S
LISTED
NIM-ATX-AXRT-1
Rev. 5.0, © 07/17
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.
Orenco® UV Disinfection Unit, Cutaway View
Features/Specifications
• UL-recognized for US and Canada
• Bacteria reduced by 99.999% (5 logs)
,er cord
i grip
• Flow path designed for maximum contact time between effluent and
lamp
led lamp
Ile
• 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-125/31-UVIB, UV-125/31-UVIBSUB
Product Code Diagram
UV-125/31-0-❑
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/cmz
Orenco UV disinfection unit
MUS 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

Materials of Construction
Panel enclosure UV -resistant fiberglass, UL Type 4X rated
Hinges and latches Stainless steel
r�r�o 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 dlSConnect Black ABS
coupling
Orenco UV/B Control Panel 1 %2-in. IPS outlet Black ABS
(Shown Opened)
T I
A C
Orenco UV Disinfection Unit
(Top View)
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)
E
F 34.50 (876)
F
Inlet -to -outlet fall 0.50 (13)
UV Unit Performance
Typical contact chamber 276,000 µ%S/cm2 at 1 gpm (0.06 L/sec)
UV dose (65% trans- 55,000 µ%S/cm2 at 5 gpm (0.32 L/sec)
mittance, 20% lamp 28,000 µ%S/cm2 at 10 gpm (0.63 L/sec)
degradation)
Minimum target dose 30,000-38,000 µ%S/cm2
Lamp 31 inches (787 mm), 92 VAC, 50 or 60 Hz,
425 mA, 38 W; 254 nm UVC intensity at 1 m
is 125 µW/cm2
Power cord 600V,18/2 UL Type TC
Cord plug UL listed four -pin connector, lampholder,
electric discharge,1000 V or less
Ballast 120V, AC, 50 or 60 Hz, located in UL listed
Orenc& control panel
Audible alarm* 95 dB at 24 in. (610 mm), warble -tone sound
Usual alarm* �A-in. (22-mm) diameter red lens, 'Push-to-
silence." UL Type 4X rated,1 W LED light, 120 V
Orenco UV Disinfection
Unit
(Side Cutaway
View) Circuit breaker 10 A, OFF/ON switch. Single -pole 120 V.
DIN rail mounting with thermal magnetic
tripping characteristics
UVIB control panels only
NTD- MSM
Rev. 2.0, © 03/17
Page 2 of 2
Orenco Systems° Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com

Recirculation and Irrigation Pumps

PF Series 60-Hz, 4-inch (100-mm)
Submersible Effluent Pumps
Applications
Our 4-inch (100-mm) Submersible Effluent Pumps are designed to
transport screened effluent (with low TSS counts) from septic tanks or
separate dosing tanks. All our pumps are constructed of lightweight,
corrosion -resistant stainless steel and engineered plastics; all are field -
serviceable and repairable with common tools; 60-Hz PF Series models
are CSA certified to the U.S. and Canadian safety standards for effluent
pumps, meeting UL requirements.
Orenco's Effluent Pumps are used in a variety of applications, includ-
ing pressurized drainfields, packed bed filters, mounds, aerobic units,
effluent irrigation, 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
Bypass Orifice
Franklin
Liquid End
— Suction Connection
Franklin
Super Stainless
Motor
10 1** 0 Powered by
SR® Franklin Electric
G uS
LRB0980
LR2053896
Features/Specifications
To specify this pump for your installation, require the following:
• Minimum 24-hour run -dry capability with no deterioration in pump life
or performance'
• Patented 1/8-inch (3-mm) bypass orifice to ensure flow recirculation
for motor cooling and to prevent air bind
• Liquid end repair kits available for better long-term cost of ownership
• TRI-SEALTNI floating impeller design on 10, 15, 20, and 30 gpm
(0.6,1.0,1.3, and 1.9 Usec) models; floating stack design on 50 and
75 gpm (3.2 and 4.7 Usec) models
• Franklin Electric Super Stainless motor, rated for continuous use and
frequent cycling
• Type SOOW 600-V motor cable
* Not applicable for 5-hp (3.73 kK9 models
Standard Models
See specifications chart, pages 2-3, for a list of standard pumps. For
a complete list of available pumps, call Orenco.
Product Code Diagram Recirculation Pump
PF ❑ ❑ 0
PF3005 1 2
❑ ❑ _ ❑ Dose Pump
1 2
TPF3015
ord length, ft (m):$
Blank = 10 (3) 20 = 20 (6)
30 = 30 (9) 50 = 50 (15)
Check valve:
Blank = no internal check valve
CV = internal check valvet
Voltage, nameplate:
1 = 115* 200 = 200
2 = 230 4 = 460
Frequency:
1 = single-phase 60 Hz
3 = three-phase 60 Hz
Horsepower (k":
03 = 1/3 hp (0.25)
05 = Y2 hp (0.37)
07 = 3/ hp (0.56)
10 = 1 hp (0.75)
15 = 1 Yz hp (1.11)
20 = 2 hp (1.50)
30 = 3 hp (2.24)
50 = 5 hp (3.73)
Nominal flow, gpm (Usec):
10=10(0.6) 15=15(1.0)
20 = 20 (1.3) 30 = 30 (1.9)
50 = 50 (3.2) 75 = 75 (4.7)
Pump, PF Series
1z-hp (0.37kw) only
Available for 10 gpm (0.6 Usec),1 /2 hp (0.37 kw) only
Note: 20-ft cords are available only for single-phase pumps through 1 1� hp
Orenco Systems° Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1
Rev. 5.0, © 03/17
Page 1 of 5

Specifications
CM
MM
o�
Pump Model
o�
x�
cc
cc
a
CD
c
z�
CM
r
C
•rCD
a
E
occ
y
C
L
CL
N R
NCL
� �
E
Ccc
°�'
I_
7
E
c
��
Y
a
m
T
y�
N
a�
ac
PH 00511
10(0.6)
0.50 (0.37)
1
115
120
12.7
12.7
6
1 1/4 in. GFP
23.0 (660)
16 (406)
26 (12)
300
PH 00511 CV
10(0.6)
0.50 (0.37)
1
115
120
12.7
12.7
6
1 1/4 in. GFP
23.0 (660)
16 (406)
26 (12)
300
PH 00512
10(0.6)
0.50 (0.37)
1
230
240
6.3
6.3
6
1 1/4 in. GFP
23.0 (660)
16 (406)
26 (12)
300
PF10053200
10(0.6)
0.50 (0.37)
3
200
208
3.8
3.8
6
1 1/4 in. GFP
23.0 (660)
16 (406)
26 (12)
300
PF100712 4.5
10(0.6)
0.75 (0.56)
1
230
240
8.3
8.3
8
1 1/4 in. GFP
25.9 (658)
17 (432)
30 (14)
300
PF10073200 4. 5
10(0.6)
0.75 (0.56)
3
200
208
5.1
5.2
8
1 1/4 in. GFP
25.4 (645)
17 (432)
31 (14)
300
PH 01012 5.6
10(0.6)
1.00 (0.75)
1
230
240
9.6
9.6
9
1 1/4 in. GFP
27.9 (709)
18 (457)
33 (15)
100
PH 0103200 5, 6
10(0.6)
1.00 (0.75)
3
200
208
5.5
5.5
9
1 1/4 in. GFP
27.3 (693)
18 (457)
37 (17)
300
PH 02012 5, 6-'- B
10(0.6)
2.00 (1.49)
1
230
240
12.1
12.1
18
1 '/4 in. SS
39.5 (1003)
22 (559)
48 (22)
100
PH 02032 5. 6. B
10(0.6)
2.00 (1.49)
3
230
240
7.5
7.6
18
1 1/4 in. SS
37.9 (963)
20 (508)
44 (20)
300
PH 0203200 5. 6. B
10(0.6)
2.00 (1.49)
3
200
208
8.7
8.7
18
1 1/4 in. SS
37.9 (963)
20 (508)
44 (20)
300
PF150311
15(1.0)
0.33 (0.25)
1
115
120
8.7
8.8
3
1 1/4 in. GFP
19.5 (495)
15 (380)
23 (10)
300
PF150312
15(1.0)
0.33 (0.25)
1
230
240
4.4
4.5
3
1 1/4 in. GFP
19.5 (495)
15 (380)
23 (10)
300
PF200511
20(1.3)
0.50 (0.37)
1
115
120
12.3
12.5
4
1 1/4 in. GFP
22.3 (566)
18 (457)
25 (11)
300
PF200512
20(1.3)
0.50 (0.37)
1
230
240
6.4
6.5
4
1 1/4 in. GFP
22.5 (572)
18 (457)
26 (12)
300
PF20053200
20(1.3)
0.50 (0.37)
3
200
208
3.7
3.8
4
1 1/4 in. GFP
22.3 (566)
18 (457)
26 (12)
300
PF201012 4.5
20(1.3)
1.00 (0.75)
1
230
240
10.5
10.5
7
1 1/4 in. GFP
28.4 (721)
20 (508)
33 (15)
100
PF20103200 4. 5
20(1.3)
1.00 (0.75)
3
200
208
5.8
5.9
7
1 1/4 in. GFP
27.8 (706)
20 (508)
33 (15)
300
PF201512 4.5
20(1.3)
1.50 (1.11)
1
230
240
12.4
12.6
9
1 1/4 in. GFP
34.0 (864)
24 (610)
41 (19)
100
PF201532004,5
20(1.3)
1.50 (1.11)
3
200
208
7.1
7.2
9
1 1/4 in. GFP
30.7 (780)
20 (508)
35 (16)
300
PF300511
30(1.9)
0.50 (0.37)
1
115
120
11.8
11.8
3
1 '/4 in. GFP
21.3 (541)
20 (508)
28 (13)
300
PF300512
30(1.9)
0.50 (0.37)
1
230
240
6.2
6.2
3
1 1/4 in. GFP
21.3 (541)
20 (508)
25 (11)
300
PF30053200
30(1.9)
0.50 (0.37)
3
200
208
3.6
3.6
3
1 1/4 in. GFP
21.3 (541)
20 (508)
25 (11)
300
PF300712
30(1.9)
0.75 (0.56)
1
230
240
8.5
8.5
5
1 1/4 in. GFP
24.8 (630)
21 (533)
29 (13)
300
PF30073200
30(1.9)
0.75 (0.56)
3
200
208
4.9
4.9
5
1 1/4 in. GFP
24.6 (625)
21 (533)
30 (14)
300
PF301012 4
30(1.9)
1.00 (0.75)
1
230
240
10.4
10.4
6
1 1/4 in. GFP
27.0 (686)
22 (559)
32 (15)
100
PF30103200 4
30(1.9)
1.00 (0.75)
3
200
208
5.8
5.8
6
1 '/4 in. GFP
26.4 (671)
22 (559)
33 (15)
300
PF301512 4,5
30(1.9)
1.50 (1.11)
1
230
240
12.6
12.6
8
1 1/4 in. GFP
32.8 (833)
24 (610)
40 (18)
100
PF30153200 4,5
30(1.9)
1.50 (1.11)
3
200
208
6.9
6.9
8
1 1/4 in. GFP
29.8 (757)
22 (559)
34 (15)
300
PF301534 4.5
30(1.9)
1.50 (1.11)
3
460
480
2.8
2.8
8
1 1/4 in. GFP
29.5 (685)
22 (559)
34 (15)
300
PF302012 5. 6.'
30(1.9)
2.00 (1.49)
1
230
240
11.0
11.0
10
1 '/4 in. SS
35.5 (902)
26 (660)
44 (20)
100
PF30203200 5.6
30(1.9)
2.00 (1.49)
3
200
208
9.3
9.3
10
1 1/4 in. SS
34.0 (864)
24 (610)
41 (19)
300
PF303012 5, 6-'- B
30(1.9)
3.00 (2.23)
1
230
240
16.8
16.8
14
1 '/4 in. SS
44.5 (1130)
33 (838)
54 (24)
100
PF303032 5. 6. B
30(1.9)
3.00 (2.23)
3
230
240
10.0
10.1
14
1 1/4 in. SS
44.3 (1125)
27 (686)
52 (24)
300
PF305012 5, 6.'. B
30(1.9)
5.00 (3.73)
1
230
240
25.6
25.8
23
1 '/4 in. SS
66.5 (1689)
53 (1346)
82 (37)
100
PF305032 5, 6, B
30(1.9)
5.00 (3.73)
3
230
240
16.6
16.6
23
1 1/4 in. SS
60.8 (1544)
48 (1219)
66 (30)
300
PF30503200 5. 6. B
30(1.9)
5.00 (3.73)
3
200
208
18.7
18.7
23
1 1/4 in. SS
60.8 (1544)
48 (1219)
66 (30)
300
PF500511
50(3.2)
0.50 (0.37)
1
115
120
12.1
12.1
2
2 in. SS
20.3 (516)
24 (610)
27 (12)
300
PF500512
50(3.2)
0.50 (0.37)
1
230
240
6.2
6.2
2
2 in. SS
20.3 (516)
24 (610)
27 (12)
300
PF500532
50(3.2)
0.50 (0.37)
3
230
240
3.0
3.0
2
2 in. SS
20.3 (516)
24 (610)
28 (13)
300
PF50053200
50(3.2)
0.50 (0.37)
3
200
208
3.7
3.7
2
2 in. SS
20.3 (516)
24 (610)
28 (13)
300
PF500534
50(3.2)
0.50 (0.37)
3
460
480
1.5
1.5
2
2 in. SS
20.3 (516)
24 (610)
28 (13)
300
PF500712
50(3.2)
0.75 (0.56)
1
230
240
8.5
8.5
3
2 in. SS
23.7 (602)
25 (635)
31 (14)
300
PF500732
50(3.2)
0.75 (0.56)
3
230
240
3.9
3.9
3
2 in. SS
23.7 (602)
25 (635)
32 (15)
300
NTD-PU-PF-1 Orenco Systems® Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com
Rev. 5.0, © 03/17
Page 2 of 5

Specifications, cont.
�-
a
CM
y R
ayy
N
r y
cc -
CM
c EQ n
2
� E
o� x� a z� a 0 cc
c
G cc
°�'
Cr
Pump Model
PF50073200 50(3.2) 0.75 (0.56) 3 200 208 4.9 4.9 3
2 in. SS
23.1 (587)
26 (660)
327
300
PF500734 50(3.2) 0.75 (0.56) 3 460 480 1.8 1.8 3
2 in. SS
34.8 (884)
25 (635)
31 (14)
300
PF501012 50(3.2) 1.00 (0.75) 1 230 240 10.1 10.1 4
2 in. SS
27.0 (686)
26 (660)
35 (16)
100
PF50103200 50(3.2) 1.00 (0.75) 3 200 208 5.7 5.7 4
2 in. SS
26.4 (671)
26 (660)
39 (18)
300
PF501034 50(3.2) 1.00 (0.75) 3 460 480 2.2 2.2 4
2 in. SS
26.4 (671)
26 (660)
39 (18)
300
PF5015124 50(3.2) 1.50 (1.11) 1 230 240 12.5 12.6 5
2 in. SS
32.5 (826)
30 (762)
41 (19)
100
PF501532004 50(3.2) 1.50 (1.11) 3 200 208 7.0 7.0 5
2 in. SS
29.3 (744)
26 (660)
35 (16)
300
PF503012 4.5.1-1 50(3.2) 3.00 (2.23) 1 230 240 17.7 17.7 8
2 in. SS
43.0 (1092)
37 (940)
55 (25)
100
PF50303200 4. 5-1 50(3.2) 3.00 (2.23) 3 200 208 13.1 13.1 8
2 in. SS
43.4 (1102)
30 (762)
55 (25)
300
PF503034 4. 5. B 50(3.2) 3.00 (2.23) 3 460 480 5.3 5.3 8
2 in. SS
40.0 (1016)
31 (787)
55 (25)
300
PF505012 5s,'s 50(3.2) 5.00 (3.73) 1 230 240 26.2 26.4 13
2 in. SS
65.4 (1661)
55 (1397)
64 (29)
300
PF505032 5s,'s 50(3.2) 5.00 (3.73) 3 230 240 16.5 16.5 13
2 in. SS
59.3 (1506)
49 (1245)
64 (29)
300
PF751012 75(4.7) 1.00 (0.75) 1 230 240 9.9 10.0 3
2 in. SS
27.0 (686)
27 (686)
34 (15)
100
PF751512 75(4.7) 1.50 (1.11) 1 230 240 12.1 12.3 4
2 in. SS
33.4 (848)
30 (762)
44 (20)
100
1 GFP = glass -filled polypropylene; SS = stainless steel. The 1 %-in. NPT GFP discharge is 2 718 in. octagonal across flats;
the 1 %-in. NPT
SS discharge is 2 118
in. octagonal across flats; and the 2-in.
NPT SS discharge is 2 718 in. hexagonal across flats. Discharge is female NPT threaded, U.S. nominal size, to accommodate Orence 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 Biotube® 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 10-tt (3-m) cord.
4 High-pressure discharge assembly required.
5 Do not use cam -lock option (0) 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 are supplied with 3-hp and 5-hp pumps.
Materials of Construction
Discharge Glass -filled polypropylene or stainless steel
Discharge bearing Engineered thermoplastic (PEEK)
Diffusers Glass -filled PPO (Noryl GFN3)
Impellers Celcon° acetal copolymer on 10-, 20, and 30-gpm models; 50-gpm impellers are Noryl GFN3
Intake screen Polypropylene
Suction connection Stainless steel
Drive shaft 7/16 inch hexagonal stainless steel, 300 series
Coupling Sintered stainless steel, 300 series
Shell Stainless steel, 300 series
Motor Franklin motor exterior constructed of stainless steel. Motor filled with deionized water and propylene glycol for constant lubrication. Hermetically
sealed motor housing ensures moisture -free windings. All thrust absorbed by
Kingsbury -type thrust bearing. Rated for continuous duty.
Single-
phase motors and 200 and 230 V 3-phase motors equipped with surge arrestors
for added
security. Single-phase motors through 1.5
hp
(1.11 kq have built-in thermal overload protection, which trips at 203-221' F (95-105' C).
Orenco Systems° Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com
NTD-PU-PF-1
Rev. 5.0, © 03/17
Page 3 of 5

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 PumpSelect- software.
Pump Curves
800
700
as
e 600
2
500
t 400
300
200
F°
100
400
350
as
e 300
2
250
a
200
v
150
100
50
®■M■nrD--------�
F
' ' M®N■`_______=a
■E■■■IM■E■■■E■E■E
■E■E■EMME■E■E■EN
■E■E■ENNI■■E■E■E
■E■E■E■■MMNEE■EN
■E■E■E■E■■ME■E■E
ME■E■E■EHIM■E■E
NOON
i i
, ' .
1,'■'�■■■
NONE
1■\E■■E■■
NOON-�J■■■\NOON
a 2
4 6 8 10
Flow in gallons per minute (gpm)
PF20 Series, 60 Hz, 0.5 -1.5 hp
'L
I I I I I I I
0 5 10 15 20 25 30 35 40
Flow in gallons per minute (gpm)
160
140
as
c 120
0 100
80
60
40
w
20
0L
0
900
800
w
as
700
e
600
500
a�
400
300
200
1�
100
0
I I I I I I I
PF15 Series, 60 Hz, 0.3
3 6 9 12 15 18 21 24
Flow in gallons per minute (gpm)
PF3050
1PF3030
�■■■■
FTI
C031110
PF30 Series, 60 Hz, 0.5 - 5.0 hp
0 5 10 15 20 25 30 35 40 45
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. 5.0, © 03/17
Page 4 of 5

Pump Curves, cont.
450
400
35
30
_
200
50
100
50
"M'MIMMIN
��J■■■■I
J■■■■1
MEMO
MEMO!
0L
0
I I I I I I I I I I
PF50 Series, 60 Hz, 0.5 - 5.0 hp
10 20 30 40 50 60 70 80 90
Flow in gallons per minute (gpm)
100
90
.� 80
70
O
60
ns
= 50
v
40
ns
� 30
c 20
10
0L
0
PF75 Series, 60 Hz,1.0 -1.5 hp
10 20 30 40 50 60 70 80 90 100
Flow in gallons per minute (gpm)
Orenco Systems° Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1
Rev. 5.0, © 03/17
Page 5 of 5

Universal Flow Inducer
Applications
Orenco's Universal Flow Inducer houses any Orenco high -head efflu-
ent pump in applications where filtration is not necessary. The base
rests on the bottom of the tank, and the mounting flange is epoxied
to a PVC riser. The flow inducer can be lengthened or shortened to fit
any tank. The tee, which holds the mounting flange and float assembly
bracket, slides to any position along the flow inducer. A float assembly
(ordered separately) snaps into the bracket. Applications include:
• Pump tanks
• Disinfection systems
• Effluent reuse systems
• Cisterns
Mounting flange
(fits 3-in. pipe)
4-in. flow induc
Fiberglass ba
Sliding tee
Float assembly
bracket
Float assembly (ordered
separately)
1 3/8-in. (35-mm)
inlet holes
General
To specify this product, require the following:
• Class 125 4-in. (nominal) PVC pipe body
• Injection -molded ABS mounting flange
• Injection -molded holster for float tree
• Ability to accommodate flows as great as 65 gpm (4.1 Vsec)
Standard Model
UFI-4
Materials of Construction
Flow inducer
Class 125 PVC
Mounting flange
Injection -molded ABS
Base
Fiberglass -reinforced polyester
Specifications
Dimensions
Flow inducer diameter
4" nominal
Height
72" (1828 mm)
(can be lengthened or shortened)
Shipping weight
13 lb (5.9 kg)
Mounting
bracket epoxied Discharge assembly
to PVC riser — —
Float assembly
High -head
pump
'Typical installation in concrete pump tank. Use screws to secure mounting bracket to riser while
epoxy cures.
Orenco Systems° Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-UFI-1
Rev. 2.0, © 03/17
Page 1 of 1

Control Panel and Rain Sensor

RAIN SENSOR
SINGLE
CONDUIT
(no splices)
CONDUIT
SUPPORT
RISER OR
CORRUGATED
PIPE
COVER CONDUIT '\,00�yx
MINIMUM 1891
TO PUMP TANK
TO POWER SOURCE
INSTALL
MULTIPLE
CONDUITS AS
NEEDED
N.T.S
4X6 TREATED POST
MOUNT PANEL
CONTROL DIRECTLY TO POSTS
PANEL OR TO ALUMINUM PLATE
0000 (GRIND OFF PROTRUDING
O SCREWS)
■ZE
2X4 TREATED - SECURE
WITH 4 - 3" DECK SCREWS
PER POST
GRAVEL
TO HEADWORKS
ALL CONDUIT
TO BE 3/4 " (min)
3' BURIAL DEPTH
MINIMUM

VeriCornrnO eriCommAXB2 SA UV IB PT RG
(IP Upgrade Kit is required if Internet line is used)
AXB Control Panels
Applications
VeriComm° AXB1 and AX132 remote telemetry control panels are
used with two -pump operations — recirculation and discharge
(on -demand or timed) —for AdvanTex° Treatment Systems.
Interlocked controls prevent the recirculation pump from running
if there is a high level alarm on the discharge side. Coupled with
the VeriComm Web -based Monitoring System, these affordable
control panels give water/wastewater system operators and
maintenance organizations the ability to monitor and control
each individual system's operation remotely, with real-time effi-
ciency, while remaining invisible to the homeowner. VeriComm
AXB panels allow remote operators to change system param-
eters, including timer settings, from the Web interface.
Typical AXB_ VeriComm° Control Panel
Standard Models: VCOM AXB 1, VCOM AXB2
To Specify...
To specify this panel for your installation, require the following:
Basic Control Logic: Three Operating Modes
• A "Start-up Mode" for the initial 30 days, during which the
system collects trend data to establish operating standards for
future reference.
• A "Normal Mode" that manages day-to-day functions.
• A "Test Mode" that suspends data collection and alarm report-
ing during installation and service.
Data Collection and Utilization
• Data logs of system conditions and events, such as pump run
times, pump cycles, and alarm conditions.
Troubleshooting and Diagnostic Logic
• Troubleshooting capabilities that can report suspected failed
components, which then trigger Alarms.
Advanced Control Logic
Communication and Alarm Management
• Remote telemetry capabilities coupled with a Web -based
monitoring application (see VeriComm Monitoring System,
ATD-WEB-VCOM-1)for communication and alarm manage-
ment. Updating of point values (including timer settings) and
receipt of queued changes during each communication ses-
sion with host. Communication sessions that occur monthly, at
a minimum, and more frequently during alarm conditions.
• Multiple methods of communication, as follows:
Call -In to VeriComm° Host
— Automatic notification to host of "Alarms," which signal
fault conditions that need to be addressed immediately
(e.g., pump failure).
— Automatic notification to host of "Alerts," which signal
less critical fault conditions and which trigger the panel's
troubleshooting logic and alternative operating mode
(e.g., stuck float switch).
— Automatic notification to host of "Updates," which include
alarm updates or all -clear notifications following Alarms/
Alerts, as well as normally scheduled monthly panel reports.
— Manual, forced communication from panel to host to effect
an updating of point values and receipt of queued changes.
Real -Time Direct Connection to Panel
— Manual, direct connection at the site via RS-232 serial port,
to allow a local operator real-time access to detailed logged
data and the ability to change point values from a laptop.
— Manual, forced communication by local operator/
homeowner at the site to initiate an auto -answer mode,
allowing a remote operator real-time access to detailed
logged data and the ability to change point values.
During real-time, manual connections, software with open
architecture (and password security) is used; no proprietary
software is required. VT100 protocol allows access and control
from any computer modem (Mac or PC) with a simple com-
munication program (e.g., Windows° HyperTerminal); multilevel
password protection in panel ensures that only qualified per-
sonnel can access the panel's data.
Additional Features
• Status light indicators on the board,
including ...
•
— Flashing green LED for normal
operation
— Yellow LEDs for status of digital inputs
9 p
Orenco Systems'
Incorporated
— Red LEDs for status of digital outputs
C ,n, xthrmyv"
and modem activity
W,Irv°r,
• UL-recognized and FCC -approved
8-9843
www.orenco.eom
wvvw.o enco.G
• Advanced control logic that activates during float malfunctions For more information, t our online demo at
to diagnose the situation and keep the system operating nor- try ATD- .5 @ 6/ 6
www.vericomm.net(no password required). Rev. z.5©sios
mally until servicing. Page 1 of

VeriComm° AXB Control Panels
1. VeriComm`= Remote Telemetry Board
2. Motor -Start Contactors
3. Toggle Switches
4. Control Circuit Breaker
5. Pump Circuit Breakers
6. Fuse
7. Transformer
8. Audio Alarm
9. Visual Alarm
10. Panel Enclosure
Standard Components
10 9 8 7 6
Feature
Specifications
1. VeriComm`= Remote Telemetry Unit*
ATRTU-100: 36/18 VAC (center tap transformer), 8 digital inputs, 4 analog inputs, 4 digital
outputs, 0 analog outputs, on -board modem (2400 baud), LED input and output indicators,
1-year battery backup of data and program settings.
2. Motor -Start Contactors
120 VAC: 16 FLA, 1 hp, 60 Hz; 2.5 million cycles at FLA (10 million at 50% of FLA).
240 VAC: 16 FLA, 3 hp, 60 Hz; 2.5 million cycles at FLA (10 million at 50% of FLA).
3. Toggle Switches
Single -pole switch, automatic On, with spring -loaded, momentary, manual On. 20 A, 1 hp.
4. Control Circuit Breaker
10 A, OFF/ON switch. Single -pole 120 VAC, double -pole 240 VAC. DIN rail mounting
with thermal magnetic tripping characteristics.
5. Pump Circuit Breakers
20 A, OFF/ON switch. Single -pole 120 VAC, double -pole 240 VAC. DIN rail mounting
with thermal magnetic tripping characteristics.
6. Fuse
120 VAC Primary, 36 VCT @ 0.85 A Secondary.
7. Transformer
250 VAC, 1 A.
8. Audio 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." NEMA 4, 1 W bulb, 120 VAC.
10. Panel Enclosure
Measures 15.5 in. high x 13.3 in. wide x 6.7 in. deep (384 mm x 338 mm x 170 mm).
NEMA 4X rated. Constructed of UV -resistant fiberglass; hinges and latch are stainless steel.
Conduit couplings provided.
VCOM-AXB1
120 VAC, 3/4 hp, 14 A, single-phase, 60 Hz.
VCOM-AXB2
240 VAC, 2 hp, 14 A, single-phase, 60 Hz.
Optional Components
Feature
Specifications Product Code Adder
Pump Run Light
7/8 in. (22 mm) diameter green lens. NEMA 4, 1 W bulb, 120 VAC. PRL
Antic ondensation Heater
Self-adjusting: radiates additional wattage as temperature drops. HT
Programmable Timer
Discharge side timed dosing. PT
UV Disinfection Compatibility
UV grounded power circuit and alarm contacts. Pump disable upon UV failure. UV
*See VeriCommm Remote Telemetry Unit (ATD-CP-VCOM-1) and VeriComm Monitoring System (ATD-WEB-VCOM-1) for more detail
ATD-CP-VCOM-7
Rev. 2.5 © 6/06
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.
0 I f
Float function
color marker
Float stem
Adjustable float
1. collar
Stainless steel
set screw
Float
I
1
1
© 2003 Orenco Systems' Inc. NIN-MF-MF-1
Rev. 2.0, © 11/04
Page 1 of 4

Installation Instructions (continued)
U
E'J
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.
7
© 2003 Orenco Systems® Inc. NIN-MF-MF-1
Rev. 2.0, © 11/04
Page 3 of 4

Maintenance Instructions
CIS
Orenco 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
x
3
0
3 Set point
R
c
Y
Off --------
Float stem
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.
Float Models
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
SVCOM = Standard float settings for VCOM 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, C, 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
Float I State'
Volts I Amps hp I Tether X I Y Drawdown'
Signal -rated mechanical floats' (for control switch applications)
P Modela
Normally open
Mechanical
Yes
n/a
n/a
n/a
2.00 in.
1.50 in.
0.50 in.
2.00 in.
N Model'
Normally closed
Mechanical
Yes
n/a
n/a
n/a
2.00 in.
1.50 in.
0.50 in.
2.00 in.
Motor -rated floats' (for pump switch applications)
B Model
Normally open
Mechanical
No
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.
C Model
Normally open
Mechanical
No
120V
13A
1/2 hp
2.00 in.
3.00 in.
2.50 in.
5.50 in.
240V
15A
2 hp
3.00 in.'
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.
G Model
Normally open
Mercury
Yes
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.
a. Suitable for use with VCOM and MVP.
b. Standard tether length
Notes
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 I, Division I 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 2 of 2

MINI—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
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 0 v F
automatically resets without ever Q ti
affecting your controller. There's no WATER
better way to ensure that a system
isn'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
t
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 Min i-Clikmodel
MINI-CLIK-HV —code approved for liquid tight electrical
fittings for 120 or 240 volt wiring applications
MINI-CLIK-C —1/2" female threaded inlet at bottom
MINI-CLIK-NO — normally open switch
MINI-CLIK-C-NO —1/2" female threaded inlet at bottom,
normally open switch
Dimensions
• Height:5 inches
• Length: MINI-CLIK:6 inches
MINI-CLIK-HV: 71/2inches
Operating Specifications
Switch Rating: 5 amps, at 125/250VAC (MINI-CLIK
and MINI-CLIK-C)
Wiring: MINI-CLIK and 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
Mini-Clik° Rain Sensors
All Mini-Clik rain sensors are UL Listed and available in three different models to
accommodate your particular wiring needs.
MINI-CLIK
The standard Mini-Clik model, for use in most appli-
cations. Constructed of high impact thermoplastic
and aluminum. Simple click -stop settings accurately
measure rainfall in quantities of %s"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 — All
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.
f Mini -Weather Station: Control
By compensating for the effectsofnatural System Operation with Sensor
rainfall, the Mini- Clik saves wo ter and
typically pays for itself in just one season. Wind, Rain, and Temperature
lodel: BPSW
s for
With the Hunter Mini -Weather Station you get t
each of Hunter's three different sensor devices in one Ar m%
single convenient unit. The Mini-Clik rain sensor shuts
sprinklers off in a storm and keeps them off, automat -
SPECIFICATION OUIDE
ically compensating for the amount of rainfall that
EXAMPLE: MINI-CLIK- HV
occurred. The Freeze-Clik°prevents system activation
T
by automatically stopping the flow of water when
MODEL OPTIONS
outdoor temperatures drop near freezing. The Wind-
MINI-CLIK HV=High Voltage Model for 110/220VAC Applications
C=Conduit Mount
Model. -FR
Clik° shuts off systems during periods of high wind,
NO =Normally Open Switch
then automatically resets the system when conditions are more favorable. Easy to
Nate: For Mini-Clik" in Sensor Guard enclosure, specify SG -MC.
To add Bypass Switch Box to any non -Hunter controller
mount (it attaches to your controller with just two wires) and easy to use, the Mini -
installation, specify BPSW with sensor. Bypass switch function
is standard in all Hunter controllers.
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/N700592 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
SG)
0
0
Third Normally -
Open Lead
Solenoid
Common Wire to Valves
All Valves
Figure 3
Controller Mini-Clik
Pump
orMV C 1 2 3 4
G) (2) S
0
Line -In o
Terminate
Normally -
Open Relay
Solenoid
Common Valves
Wire to All
Valves
Line -Out (to Pump)
Figure 4
Mini-Clik-ITV
Controller
110v
110V Switched
Input Input
110V Line
Terminate
110V
Solenoid
Valves
Figure 5
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
1/8 1/4
1/2 3/4
rr
Vent Ring Vent
The Mini-Clik can keep the irrigation system from
starting or continuing after rainfall quantities of 1/8",
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
Figure 7). Do not forcibly twist the cap as this might
break the pins.
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,
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.

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
in line with any pump.
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).
Hunter SRC
Connect Common to
this Terminal when
Mini-Clik
using Rain Sensor
Connect Rain
Sensor Wires to
These Two Terminals
RS
C 1 2 3 4
o
Third Normally -
LLSolenoid
Open Lead
(Do Not Use)
Valves
Figure 1
Mini-Clik
Hunter ICC
0 C
0 P MV
tThird
SEN
SEN
e TEST
Normally -
Open Lead
(Do Not Use)
Figure 2
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

Drip Field Components

BIOLINE:
08WRAM.6-24 AMERICAN ONSITE PRODUCTS
BIOLINE DRIP TUBING
The worlds most advanced conthuous
seff-deaning pressure -compensating
dripperline for wastewater.
Applications
• Can be used with domestic septic tank effluent
of 2201220 (ppm) BODJSS with proper design,
filtration and operation
• Typically installed following a treatment
process
• Reuse applications including municipally
treated effluent designated for irrigation
Features/Benefits
• Pressure Compensation - all drippers deliver
equal flow, even on sloped or rolling terrain_
• Unique Flow Path - Turbonet technology
provides more control of water and a high
resistance to clogging_
• Continuous Self -Flushing Dripper Design -
flushes debris, as it is detected -throughout
operation, not just at the beginning or end of
a cycle_ Ensures uninterrupted dripper
operation_
• Single Hole Dripper Outlet from Tubing
Better protection against root intrusion
Allows the dripperline to be used in
subsurface applications without need for
chemical protection
• Drippers Capture Water Flow From the Center
of the Tubing - ensures that only the cleanest
flow enters the dripper.
• Built -In Physical Root Barrier - drippers are
protected from root intrusion without the
need for chemical protection. Water exits
dripper in one location while exiting the
Tubing in another_
• Three Dripper Flow Rates - provides the
broadest range of flow rates available. Allows
the designer to match the dripperline to any
soil or slope condition.
• Bioline Tubing is Completely Wrapped in
Purple - the complete tubing is purple,easily
identifiying it as a non -potable, regardless of
how the tubing is installed_
• Vinyzene-Impregnated Drippers - prevents
buildup of microbial slime.
• Can be used subsurface - Bioline can be
installed on -surface, under cover or subsurface.
• No Special Storage Requirements - does not
degrade if stored outdoors.
• Techfilter Compatible - an optional level of
protection, provides a limited lifetime
warranty against root intrusion.
Self -flushing Free Floating
Diaphragm ffushes debrfs
from dripper arnyrffine
FffidentlyShort during operation
Flow Path Pressure Compensaffng
Bath and Outlet
Turbonet
Technology-
Vinyzene Impregnated -
mder
antimicrobial pmtectfon
ross-section
to resist bufd-tip ofsffine
allows large
particles through
Physical Barrier -
flovv path
on back of dripper
Inlet Filter
Specifications
• Dripper flow rates: 0.4, 0.6 or 0.9 GPH
• Dripper spacings: 12", 18" or 24" dripper spacings
and blank tubing
• Pressure compensation range: 7 to 70 psi
(stainless steel clamps recommended above 50 psi)
• Maximum recommended system pressure: 50 psi
• Tuhing diameter 0.66" OD, 0.57" I❑
• Tuhing color Purple color indicates non -potable
• Coil lengths: 500' or 1,000' (Blank tubing in 250')
• Recommended filtration.-120 mesh
• Bending radius: 7"
• UV resistant
• Tubing material: Linear lowdensitypolyethylene
Additional flow, spacings, and pipe sizes available by
special order. Please contact Netafim USA Customer
Service for details.
,I NET�'�
www.americanonsite.com
3-3

BIOLINE:
08WRAM.6-24 AMERICAN ONSITE PRODUCTS
BIOLINE TECHNICAL SPECIFICATIONS (CONT.)
BIOLINE DRIPPER OPERATION-
1. Regulating made
Bioline`s continuous self-cleaning, pressure compensating
dripper is a fully selftontained unit molded to the interior
2. Initiation of
wall of the dripper tubing. flushing Cycle
As shown at right, Bioline is continuouslyselftleaning during
operation, not just at the beginning and end of a cycle. The 3. Flushing cycle
result is dependable, clog -free operation, year after year.
4. Regulating made
CROSS SECTION OF arri�
BIOLINE DRIPPER now
Shows how effluent enters the
Sri,
dripper from the center of the flow Wett
where it is the cleanest. rohm
SAMPLE MODEL NUMBER
Bioline =08WRAM
Dripperline
Dripper Dripper Coil
Flow Rate Spacing Length
0.4 GPH = A 12" = 12 500' = V500
0.6 GPH = .6 18" = 18 1,000' = 11
0.9 GPH = .9 24" = 24
BLANK Tubing Model Number. 250' = 08WRAM-250
]� Drip e
�{ Dripper
BIOLINE Ordering Inforniation
Flow
Dripper
Coil
Model
Rate
Spacing
Length
Number
1,000'
08WRAM.4-12V
0.4 GPH
12"
500,
08WRAM.4-12V500
1,000'
08WRAM.4-18V
0.4 GPH
181,
500,
08WRAM.4-18V500
1,000'
08WRAM.4-24V
0.4 GPH
24"
500,
08WRAM.4-24V500
1,000,
08WRAM.6-12V
0.6 GPH
12"
500,
08WRAM.6-12V500
1,000'
08WRAM.6-18V
0.6 GPH
181,
500,
08WRAM.6-18V500
1,000'
08WRAM.6-24V
0.6 GPH
24"
500,
08WRAM.6-24V500
1,000'
08WRAM.9-12V
0.9 GPH
12"
500'
08WRAM 9-12V500
1,000'
08WRAM.9-18V
0.9 GPH
181,
500,
08WRAM.9-18V500
1,000'
08WRAM.9-24V
0.9 GPH
24"
500,
08WRAM.9-24V500
Blank Tubing 17mm
250'
08WRAM-250
www.americanonsite.com
3-5

Fence Detail

3.5%6.5' CCA
Treated Post
1.9'. e
Zndt 1fi
3rd. 28.
4Fh% 40^
Ground surface
ptrection of Po\\
12.5 Gauge
Aluminized Steel
Fence Wire
3.5"x6.5' CCA
Treated Post
3.5"x48" CCA
Treated Post
Typist stick
8-24' long
- `q�Notch
and/or
spike/toenail
double ALL BRACE & ANCHOR POSTS
e yytre
HORIZONTAL LINE/END DETAIL
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"x6,5' CCA
Treated Post
HORIZONTAL CORNER BRACE DETAIL
Corner angle ga or less

Irrigation Headworks Components

HEADWORKS
BOX #1
1" Street elbow
ss ( @ 45'
into bottom
Pipe/Couling
of I" Union.)
To HeodWo ks f Length=5d*
#2
e 1,5"
-45' Soc x spig
�1.5" SCH
street elbow
Gasket
Gasket
L5° SCH 1 5"�S in 80 Union
80 Union p
1" Flex PVC
~1" Street elbow
W/ Bushing Clean Filter
1" Union ( @ �
Valve
45' into bottom
of spin clean
filter. )
1" Union
-
*Minimum length
Pipe/Coupling or Per Manufacturer's
1 5"
Gasket
Specifications
1.25"
From PT Length=10d*
1.5" e e
e e
1" Gasket
�1" Union Valve
Discharge
e
1.5"
Gasket 1.5" SCH 1.5" SCH
1.0
�p e
® e
e
80
Union 80 Union
FI o wm e ter Pipe/Coupling
Pipe/Coup lin g
1" PVC Wye
1" Pipe
TOP LAYER
BOTTOM LAYER
Note: Supply line
penetrations to be at least 18"
below top
of box

HEADWORKS BO#2
I" Gasket 1 " Ball Valve
1
1.5" ® 0 y To Drainfield
1,5 ® ° 0 y To Drainfield
42P: HUE] —L
1.5 ®° 0 y To Drainfield
1" Gasket
1,5 ®° 0 i To Drainfield
Pipe/Coupling
1.0 Union Solenoid �1.0"
Valve Union
1.011 1.0"
From Nipple Nipple
HeadWorks #1 the the
HEAD WDRKS #2
Note: Return line penetrations to be at least 18" below top of box

■ 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 AM I.
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 // 101 Regency Parkway // Mansfield, TX 76063 // 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.
Flow Rating (gpm)
20
30
30
30
50
Continuous Flow (gpm)
15
20
3-50
Normal Flow Range (gpm) 1-20 2-30 2-30 2-30
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 Cart o
6
6
6
4
-
Carton Weight (Ibs)
25.1
25.4
26
19.8
22.4
Accuracy and Head Loss Chart
ACCURACY%
0 P.S.I.
0 5 10 15 20 25 30 35 40 45 50
A
B
V.062118_f
Master Meter // 101 Regency Parkway // Mansfield, TX 76063 // www.mastermeter.com

631110FLOW
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.
Vortex Screen Filter
1" Vortex Filter
Width
1.5" and 2" Vortex
Height
IF
Item Number
Size
(MPT)
Max
Flow rate
(GPM)
Filtration
(mesh)
Max.
Pressure
(psi) (ft.)
80 1 185
Width
Height
Flush
Port
(MPT)
Area of
Filtration
(inches2)
' AP4E-75F
3/4"
10
150
6.0"
6.0"
3/4"
23.4
AP4E-1F
1"
20
150
80
185
6.5"
7.0"
3/4"
28.4
AP4E-1.5F
1.5"
45
150
100
231
12"
15.5"
3/4"
60.8
AP4E-2F
2.0"
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)
m 27.7 12
L
Q
M
m 18.5 8
L
9.2 4
1.2
3/4" Vortex Screen Filter
3/�" Vortex �ilter
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

VALVES
ELECTRIC PBI
THROTTLING VALVES
10
e
a
y
o s
0
w 5
2
4
3
1" ELECTRIC PBI
THROTTLING NYLON VALVE
PRODUCT ADVANTAGES
323 ELECTRIC PBI
THROTTLING NYLON VALVE
■ Durable, glass reinforced nylon construction provides
superb hydraulic performance.
■ Large internal water passage with no moving parts in
the flow path prevents clogging.
■ Built-in 2-Way Solenoid with low power requirement
for ease of operation and reliability.
■ Simple installation either vertically or horizontally.
■ High resistance to corrosive water containing fertilizer
and chemicals.
■ Standard with a flow control (throttling) handle.
10 15 20 30 40 50 60 80 100 150 200
FLOW (GPM)
LIGHT BROWN AREA INDICATES RECOMMENDED OPERATING RANGE.
SIZE GPM
1- 1 - 50
1 - 125
2- 1-176
323 1 - 264
SIZE LENGTH HEIGHT WEIGHT
4 7/8" 4 7/8" .5 LBS.
1 1/2" 7 3/8" 2.0 LBS.
7 7/8" 2.2 LBS.
323 9 1/4" 6 5/8" 3.1 LBS.
'NETAFIMTM
GROW MORE WITH LESS
APPLICATIONS
■ Small agricultural irrigation zones
■ Greenhouse and nursery irrigation
■ Cooling systems
■ Ultra high flow or low flow capacity
irrigation systems
SPECIFICATIONS
■ Available Sizes: 1", 1 1/2", 2" and 323
■ Maximum Working Pressure:
1" - 115 psi and 2" to 323-150psi
■ Maximum Water Temperature: 140° F
■ Connections: Female Threaded NPT
■ Electrical Specifications:
Voltage - Standard 24 VAC, 60 Hz
Inrush Current -29mA
Holding Current- 14mA
Allowable Voltage Variation: 10%
MATERIALS
■ Body and Bonnet: Glass Reinforced Nylon
■ Spring: Stainless Steel (AISI 302)
■ Nuts, Bolts, Washers: Stainless Steel (304)
■ Diaphragm: Natural Rubber
SIZE ITEM NUMBER MODEL NUMBER
1" 71610-014015 61ETlPBI-BC
11/2" 71610-014040 61ET1.5PB12-BC
2- 71610-014507 61ET2PB12-BC
323 71610-015202 61ET323PB12-BC
SOLD IN CASE QUANTITIES AND 24VAC ONLY
1" CASE QUANTITY = 20
1 1/2" AND 2" CASE QUANTITY = 8
323 CASE QUANTITY = 4
'NE TA FIM TIM
GROW MORE WITH LESS
NETAFIM USA
5470 E. Home Ave.
Fresno, CA 93727
CS 888 638 2346
www.netafimusa.com
A07010/13

Appendix I
Engineering Calculations
- System Design
- Elevation Determinations
- Buoyancy Calculations
- Pump Design
- Working Volume Calculations
- Dripfield Design
- Loading Rate Workbook
�``0'CH C A RO ��'�
0�`
:a SEAL r;
045605
P.
IZI��r�

Street Property Surface Drip
Date: 2-Dec-19
Date:
2-Dec-19
Project:
Street Property WWTS
Location:
2162 Brogden Road
Creedmor NC 27522
County:
Granville
Map Number:
88602987210
SEPTIC TANK SIZING
Daily Flow Estimate
Flow/Unit
# of Units Units (gpd/unit) Flow/Day (gpd)
4
BR
120
480
TOTAL DAILY FLOW (Q) =
480 gpd
uc ► amc vo►umeiarce tnasea on max►mum oauy now
Single Family Residences Q < 600 gpd,
(per NCAC T15A:18A .1952(b)(1))
Single Family Residences with 5 bedrooms or less,
# Bedrooms Min. Volume (gal)
3 or less 900
4 1000
5 1250
Daily flow = 480 gpd
Required Minimum Tank Size = 1,000 gal.
(per NCAC T15A:18A .1952(b)(2)(8))
TANK SIZE PROVIDED = 1,500 gal.
RECIRCULATION TANK & POD SIZING
mec►rcu►at►ng ► amc ana roa vo►umeis►ze Idasea on max►mum aauy riow est►mau
For Single Family Residences with 6 bedrooms or less,
# Bedrooms
I Daily Design Flow
I AX Units
4 or less
<480 gpd
1-AX-20 or 1-AX-20-RT
5
600 gpd
AX 25-RT
6
720 gpd
2-AX-20
Daily flow = 480 gpd
AX Unit Required = AX 20-RT
AX Unit Specified = AX 20-RT
** Recirculation tank is integral to the AX 20-RT Unit.
PUMP TANK SIZING
TANK SELECTION
Shoaf Precast MS 4,000 gallon
Non -Traffic Rated Pump Tank
Model. PT-2106

Elevation Calculations
Date: 12/2/2019
Project: Street Property WWTS
Location: 2162 Brogden Road
Creedmor NC 27522
County: Granville
Map Number: 88602987210
Elevation Determination Sheet (All Elevations in Feet)
Septic Tank
AdvanTex RT Pod
Pump Tank
Drainline Invert EL at house (assumed)
300.50 ft
Pipe Length from ST outlet
7.00 ft
Pipe Slope to Pump Tank
1.00
Pipe Length to Septic Tank
45.00 ft
Pipe Slope from ST to Pod
2.13 %
Pipe Length
14.00 ft
Slope of Pipe to Septic Tank
2.04 %
Ground Surface at Pod
301.25 ft
Elevation at Inlet Invert
298.00 ft
Ground Surface at Septic Tank
301.50 ft
Exposed Height of Pod
2.00 in
Distance to Inlet Invert From Exterior Top (Located in Inlet Riser)
3.00 in
Cover over Septic Tank
12.00 in
0.17 ft
0.25 ft
1.00 ft
Elevation at top of Pod
301.42 ft
Elevation at top of Pump Tank
297.75 ft
Elevation at top of Septic Tank (Exterior)
300.50 ft
Extension Collar Height
0 in
Ground Surface at Pump Tank
300.50 ft
Distance to Inlet invert from top
0.92 ft
0.000 ft
Cover over Pump Tank
32.97 in
Elevation at Inlet invert
299.58 ft
Distance to Inlet invert from top
2.15 ft
2.75 ft
Distance to Outlet invert from Top
1.08 ft
Elevation at Inlet invert
299.27 ft
External Tank Height
8.67 ft
Elevation at Outlet Invert
299.42 ft
Distance to Outlet Invert from top
3.27 ft
Exterior Bottom of Tank EL
289.09 ft
External Height of Septic Tank
5.83 ft
Elevation at Outlet Invert
298.14 ft
Tank Bottom Thickness
4 in
External Bottom of Tank Elevation
294.67 ft
Height of Pod
72.00 in
Elevation at Tank Floor
289.42 ft
Gravel Bed Thickness
6.00 in
(with Extension)
6.00 ft
Elevation at pump (-6" off floor)
289.92 ft
Bottom of Excavation Elevation
294.17 ft
Exterior Elevation at Pod Bottom
295.42 ft
Gravel Bed Thickness
6 in
Pod Bottom Thickness
0.21 in
Bottom of Excavation Elevation
288.59 ft
Interior Elevation of Pod Floor
295.43 ft
Gravel Bed Thickness
6 in
Bottom of Excavation Elevation
294.92 ft
Riser Heights (approx)
AdvanTex RT Pod Float Settings
Pump Tank Float Settings
Septic Tank 1.50 ft
Height from
Height from
18.00 in
Elev. (ft) Tank Floor (in)
Elev. (ft) Tank Floor (in)
Pump Tank 3.25 ft
Low Water/Redundant Off
297.77 28
Low Water/Redundant Off
291.59 26
38.97 in
Pump Override
298.85 41
Timer Enable
292.09 32
High Water Alarm
298.98 42.5
Peak Enable/High Water Alarm
296.25 82

Septic Tank Buoyancy Calculation
Date:
12/2/2019
Project:
Street Property WWTS
Location:
2162 Brogden Road
Creedmor NC 27522
County:
Granville
Map Number:
88602987210
Tank Size (nominal) = 1,500 gallons
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/ft^3 (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)
l anK ulmenslons (rrom suppuer):
Exterior
Length = 10.50 ft.
Width = 5.50 ft.
Total Tank Depth = 5.83 ft.
Permanent Liquid Depth in Tank = 0 in.
0.00 ft.
Area of Riser Openings = 6.28 ft^2
Tank Weight (est.) = 13,000 lb. (based on manufactu
3uoyancy Force Calculation:
3uoyancy Force = Specific Weight of Water x Displaced Volume
Buoyancy Force = 21,021 Ib.
Veight Calculation
Tank Weight = 13,000 lb
Water Weight in Tank = 0 lb
Soil Weight Over Tank = 4,015 lb
Soil Tension Force = 5,258 lb
Total Weight = 22,272 Ib
Note: Total weight must be greater than buoyancy force
so that tank will not float during high water table conditions.

AdvanTex RT Pod Buoyancy Calculation
Date:
12/2/2019
Project:
Street Property WWTS
Location:
2162 Brogden Road
Creedmor NC 27522
County:
Granville
Map Number:
88602987210
RT Model = AX20 Gravity
All calculations are performed assuming completely submerged conditions, with no liquid in the unit.
Effluent Density = 62.4 Ib/ft^3 (Specific Weight of Water)
Net Beam Density = 67.55 Ib/ft^3
Net Soil Density = 67.6 Ib/ft^3
Unit Weight = 883 Ib (based on manufacturer)
z:)uppiemenral bauasr tvaivanon (Ann -buoyancy beam:
Depth from top of beam to tank bottom =
3.00 in
Tank exposure length =
2.00 in
Burial depth to beam =
5.58 ft
Width of beam =
0.69 ft
8.25 in
buoyancy Force Calculation:
Buoyancy Force = 12,475 Ib (based on manufacturer)
Veight Calculation:
Tank Weight = 883 Ib
Soil Weight on Beam = 12,780 Ib
Weight of Beam = 129.2 Ib
Total Weight = 13,792 Ib
Note: Total weight must be greater than buoyancy force
so that tank will not float during high water table conditions.

Pump Tank Buoyancy Calculation
Date:
12/2/2019
Project:
Street Property WWTS
Location:
2162 Brogden Road
Creedmor NC 27522
County:
Granville
Map Number:
88602987210
Tank Size (nominal) = 4,000 gallons
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/ft^3 (Specific Weight of Water)
Concrete Density = 142.56 Ib/ft^3
Soil Cover Over Tank = 1.67 ft. (min.)
Soil Bulk Density = 1.25 (typical value)
Tank Dimensions (from supplier)
Exterior
Length =
12.50 ft.
Width =
6.50 ft.
Total Tank Depth =
8.67 ft.
Permanent Liquid Depth in Tank =
0 in.
0.00 ft.
Area of Riser Openings =
6.28 ft^2
Tank Weight (est.) =
20,800 lb. (based on manufacturer)
3uoyancy Force Calculation:
3uoyancy Force = Specific Weight of Water x Displaced Volume
Buoyancy Force = 43,940 Ib.
it 07iiKOFlfat.-T
Tank Weight = 20,800 lb
Water Weight in Tank = 0 lb
Soil Weight Over Tank = 9,766 lb
Soil Tension Force = 13,782 lb
Total Weight = 44,347 Ib
Note: Total weight must be greater than buoyancy force
so that tank will not float during high water table conditions.

Pump Sizing/Design
Recirculation Pump Calculation
Date:
12/2/2019
Project:
Street Property WWTS
Location:
2162 Brogden Road
Creedmor NC 27522
County:
Granville
Map Number:
88602987210
Timer Settings
Required Doses/Day
96
Recirculation Ratio
2.5 :1
Design Flow (Q)
480 gpd
Flow to Pods
1,200 gpd
Flow to ST
475 gpd
Pump Flow
1,675 gpd
Dose Volume to Pod
12.5 gallons
# of Pumps 1
Pod Flowrate 12 gpm
Return Flowrate 4.75 gpm
Pump Flowrate 16.75 gpm
# of Cycles/day 96
Cycle Volume 17.4 gallons
Cycle Run time 1.04 min
Cycle Off Time 13.96 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 =
26 ft. 1.0" Schedule 40 PVC
Line Loss/100 ft =
1.53 ft/100 ft.
Friction Loss - Line =
0.40 ft.
SUB -TOTAL =
12.33 ft.
Friction Loss - Fittings 5% =
0.62 ft.
TOTAL =
12.94 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 = 12.94 ft.
Pump Selection
Manufacturer: Orenco
Model: PF3005 1 2
Horsepower: 1 /2
900
800
m
=' 700
C 600
F�
500
m
Z
a 400
cs
� 300
a
;? 200
100
0
0 5 10 15 20 25 30 35 40 45
Flow in gallons per minute (gpm)
ng Point

Date:
2-Dec-19
Project:
Street Property WWTS
Location:
2162 Brogden Road
Creedmor, NC 27522
County:
Granville
Map No.:
88602987210
Dripfield Sizing
Daily Design Flow
480 gpd
Loading Rate (LTAR)
11.34 in/yr
Dripfield Area Required
0.57 ac
24782 sgft
Dripline Spacing
3 ft
Required Dripline
8,261 ft
Surface Dripfield Layout
From SFR Loading Rate Workbook
From SFR Loading Rate Workbook
Run
Lateral
Zone
Length
Length
Length
Zone #
Lateral #
Run #
(ft)
(ft)
(ft)
1
1
1
94
2
99
3
100
4
105
398
2
5
105
6
111
216
3
7
111
8
116
227
4
9
117
10
122
239
5
11
122
12
128
250
6
13
132
14
136
268
7
15
142
16
146
288
8
17
152
18
156
308
2194
2
1
18
162
19
167
329
2
20
172
21
176
348
3
22
178
23
182
360
4
24
180
25
184
364
5
26
181
27
185
366
6
28
181
29
185
366
2133
3
1
30
181
31
185
366
2
32
183
33
185
368
3
34
184
35
187
371
4
36
185
37
188
373
5
38
186
39
189
375
6
40
187
41
190
377
2230
4
1
42
189
43
192
381
2
44
190
45
193
383
3
46
191
47
194
385
4
48
192
49
195
387
5
50
184
51
176
360
6
52
155
53
148
303
2199
Total= 8756
Min. Required = 8261
Blanking= 5.99%

Field Flow
Date:
2-Dec-19
Project:
Street Property WWTS
Location:
2162 Brogden Road
Creedmor, NC 27522
County:
Granville
Map No.:
88602987210
Total quantity of effluent to be disposed per day 480 gallons / day
Hydraulic Loading Rate 51.63 gallons / sq.ft. / day
Minimum Dispersal Field Area 24782 sq.ft.
Flow Per Zone
Dosing
Number of Zones
zone(s)
Number of SubFields
�ffiJsubfields
Dispersal area per zone
6196 sq.ft.
Spacing between lines
3 ft
Choose spacing between emitters
ft
Total linear ft. per zone (minimum required)
ft. per zone
Total number of emitters per zone
1115 emitters per zone
Dripline Type
P
Pressure at beginning of the dripfield
50 psi
Feet of Head at the beginning of dripfield
115.5 ft
Flow rate per emitter
0.61 gph
Dose flow per zone
11.34 gpm
Min. Flushing Velocity (Normal Operation)
1 ft/sec
Min. Flushing Velocity (Maintenance Operation)
1 ft/sec
Flush flow required at the end of each dripline
0.74 gpm
Length of longest dripline lateral
8 ft
Flow required to Dose longest dripline lateral
2.02 gpm
Line Runs per zone
6 lines
Total flow per zone
16.58 gpm
Total flow required to achieve flushing velocity
5.24 gpm
Number of doses per day / zone:
0.75 doses
Timer ON. Pump run time per dose/zone:
14.07 mins:secs
Timer OFF. Pump off time between doses
7:45 hrs:mins
Per Zone - Pump run time per day/zone:
0:10 hrs:mins
All Zones - Number of doses per day / all zones
3.00 doses / day
Allow time for field to pressurize
0:00:30 hrs:mins:secs
Filter flush timer
0:00:20 hrs:mins:secs
Drain timer
0:05:00 hrs:mins:secs
Field flush timer
0:01:00 hrs:mins:secs
Field flush counter
10 cycles
Time required to complete all functions per day
1:02 hrs:mins
Dose volume per zone
160 gallons per dose
Length of Draining Supply Line
65 ft
Volume
6.70 gallons
Length of Draining Subfield Supply Line
0 ft
Volume
0.00 gallons
Length of Draining Return Line
65 ft
Volume
6.70 gallons
Volume in dripline / zone
27.52 gallons
Total Recharge Volume
151 gallons

Pump Sizing
Date:
2-Dec-19
Project:
Street Property WWTS
Location:
2162 Brogden Road
Creedmor, NC 27522
County:
Granville
Map No.:
88602987210
Field Flow Summary
Number of Zones
Flow Required to dose field
Flow required to flush field
Flow required to dose & flush field
Losses through Return Line
Select Flush Line Diameter
Length of return line
Equivalent length of fittings
Elevation Change
Pressure loss in 100 ft of pipe
Total pressure loss from end of dripline back to tank
Minimum Pressure Specified Returning to Tank
Losses through Dripline
Length of longest dripline lateral
Minimum dosing pressure required at end of dripline
Loss through dripline during dose/flush
Min. Pressure Required at Beiginning of Dripfield
Calculated Pressure
Specified Pressure (from Field Flow Wksht)
Losses through Headworks
Recommended Filter (Vortex Screen Filter)
Selected Filter
Filter Pressure Loss
Recommended Zone Valve (Electric Solenoid)
Selected Zone Valve
Zone Valve Pressure Loss
Recommended Flow Meter (Master Meter Multi -Jet)
Selected Flow Meter
Flow Meter Pressure Loss
Other Pressure Losses
Total loss through Headworks components
Losses through Supply Line
Select Field Supply Line Diameter
Length of supply line from PT to Start of Dripfield
Length of supply line Along Dripfield
Equivalent length of fittings
Pressure loss in 100 ft. of pipe (Supply)
Elevation Change (Pump to tank outlet)
Elevation Change (Tank outlet to Start of Dripfield)
Elevation Change (Along Dripfield)
Total Supply Line Head Loss from Pump to Field
4 zones
11.34 gpm
5.24 gpm
16.58 gpm
Flushing Condition
(ft.)
(psi)
135
34.0
0.25
0.11
37.74
16.34
4.62
2.0
398
16.17
26.86
62.05
104.40
45.20
115.50
50.00
Dosing Condition
(ft.)
(psi)
1 1/2"
0
0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
398
16.17
7.00
23.82
10.31
39.99
17.31
AP4E-1F 1in Screen Filter0-20gpm
AP4E-1.5F
3.54 1 1.53 2.51 1 1.09
1" Solenoid 1" Solenoid
1" Solenoid
3.45 1 1.49 1.75 1 0.76
3/4" Meter
1" Meter
1.98 0.86 1.16 0.50
0 0 0 0
8.98 3.89 5.42 2.35
1 1/2"
1 1/2"
1350
1350
250
250
160
160
2.12
1.05
10
10
0
0
34
34
81.35
62.47
Total Dynamic Head (TDH) 205.8 ft 107.9 ft
Pump Capacity - Flow Rate 16.6 aom 11.3 aom

Pump Sizing - Check for Bottom Zone (more restrictive flush flow)
Date:
2-Dec-19
Project:
Street Property WWTS
Location:
2162 Brogden Road
Creedmor, NC 27522
County:
Granville
Map No.:
88602987210
Field Flow Summary
Number of Zones
Flow Required to dose field
Flow required to flush field
Flow required to dose & flush field
Losses through Return Line
Select Flush Line Diameter
Length of return line
Equivalent length of fittings
Elevation Change
Pressure loss in 100 ft of pipe
Total pressure loss from end of dripline back to tank
Minimum Pressure Specified Returning to Tank
Losses through Dripline
Length of longest dripline lateral
Minimum dosing pressure required at end of dripline
Loss through dripline during dose/flush
Min. Pressure Required at Beiginning of Dripfield
Calculated Pressure
Specified Pressure (from Field Flow Wksht)
Losses through Headworks
Recommended Filter (Vortex Screen Filter)
Selected Filter
Filter Pressure Loss
Recommended Zone Valve (Electric Solenoid)
Selected Zone Valve
Zone Valve Pressure Loss
Recommended Flow Meter (Master Meter Multi -Jet)
Selected Flow Meter
Flow Meter Pressure Loss
Other Pressure Losses
Total loss through Headworks components
Losses through Supply Line
Select Field Supply Line Diameter
Length of supply line from PT to Start of Dripfield
Length of supply line Along Dripfield
Equivalent length of fittings
Pressure loss in 100 ft. of pipe (Supply)
Elevation Change (Pump to tank outlet)
Elevation Change (Tank outlet to Start of Dripfield)
Elevation Change (Along Dripfield)
Total Supply Line Head Loss from Pump to Field
4 zones
11.15 gpm
10.95 gpm
22.11 gpm
Flushing Condition
(ft.)
(psi)
1 1/2"
1350
135
10.0
0.98
0.43
24.63
10.66
4.62
2.0
398
16.17
26.86
62.05
91.29
39.52
92.40
40.00
Dosing Condition
(ft.)
(psi)
1 1/2"
0
0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
398
16.17
7.00
23.82
10.31
39.99
17.31
AP4E-1.51' 1.5in Screen Filter 0-45gpm
A
4.56 1.97 2.47 1 1.07
1" Solenoid 1" Solenoid
1" Solenoid
5.86 1 2.54 1.71 1 0.74
3/4" Meter
1" Meter
3.17 1.37 1.13 0.49
0 0
13.59 5.88 5.31 2.30
1 1/2"
1 1/2"
1350
1350
70
70
142
142
3.62
1.02
10
10
0
0
10
10
76.48
35.91
Total Dynamic Head (TDH) 182.5 ft 81.2 ft
Pump Capacity - Flow Rate 22.1 aom 11.2 aom

Pump Calculations
Date:
Project:
Location
County:
Map No.
IRRIGATION PUMP SIZING
Pump Selection
2-Dec-19
Street Property WWTS
2162 Brogden Road
Creedmor, NC 27522
Granville
88602987210
Manufacturer: Orenco
Model: PF 30015 1 2
Horsepower: 1.50
Pump Operating Points (from drip spreadsheet)
Operating Conditions TDH (ft.) Flow (gpm) Legend
Dose Flow (Required) 107.9 11.3 (single zone)
Dose Flow (Actual) 285.0 11.3 (dose flow on pump curve)
Flush Flow 205.8 16.6 • Flush Velocity, single zone
00
PF3050
PF30 Series, 60 Hz, 0.5 - 5.0 hp
700
ME
■■■■M
ME
MEMO
500
NONE
EMEMBE
■ENEM
400
�MENEM
`■NEE®
300
200
mEN
i1■MEM
0
om
I
�
MMIM
01 1 1 J I I I I I I I I I I I I
0 5 10 15 20 25 30 35 40 45
Flaw in gallons per minute (, pm)

Working Volume & Storage Time Estimate
Date: 12/2/2019
Project: Street Property WWTS
Location: 2162 Brogden Road
Creedmor NC 27522
County: Granville
Map Number: 88602987210
Working Volume Needed: 2,400 gal.
Dose Volume = 152 gal.
Pump/Storage Tank Information
Tank Size (nominal) = 4,000 gallons
Number of Tanks = 1
Interior Dimensions:
Length =
12.50 ft.
Width =
6.00 ft.
Total Tank Depth =
8.00 ft. (Interior)
Permanent Liquid Depth in Tank =
26 in.
(from pump manufacturer)
2.17 ft.
High Water Alarm Level =
82 in. (Inlet located in Riser)
(from interior Tank floor)
6.83 ft.
Working Volume & Storage Time
Working Volume = 2,461.2 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.

Pollutant Loading Calculation
Project:
Street Property WWTS
Location:
2162 Brogden Road
Creedmor NC 27522
County:
Granville
Map Number:
88602987210
Advantex Treatment System
Final
Influent Septic Tank
Pod UV Disinfection
Concentration
Parameter
mg/I % Removal
mg/I
% Removal mg/I % Removal
mg/I
mg/I
Biochemical Oxygen Demand
350 50%
175
94%
10 -
10
10
Total Suspended Solids
200 50%
100
90%
10 -
10
10
Ammonia Nitrogen
100 25%
75
94%
4.5 -
4.5
4.5
Nitrate Nitrogen
<1.0 0%
0
0%
28.5 -
28.5
29
Nitrite Nitrogen
<1.0 0%
0
-
<1.0 -
<1.0
1
Total Nitrogen
110 25%
82.5
60%
33 -
33
33
Total Phosphorus
20 50%
10
0%
10 -
10
10
Fecal Coliforms (cfu/100ml)
>106
106
1000000 99.999%
10
10

Project Name: Street Property
Facility Address: 2162 Brogden Road
Creedmoor, NC 27522
Map No. 088602987210
County: Granville
Prepared by: Jeff Vaughan
Project Design Flow = 480 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: Street Property
Location of Temperature Data
Starting Year of Data Record
Ending Year of Data Record
Period of Record (years)
Source of Data
Chapel Hill, NC
1987
2016
30
State Climate Office of NC
Site Latitude (degrees) 36.24 within range
Calculated PET: 33.00 inches
Mean Monthly
Temperature
(degrees F)
Daylight
Hours 112
Heat Index
Calculated
PET
(inches)
January
39.8
0.86
0.81
0.24
February
42.0
0.85
1.17
0.35
March
49.9
1.03
2.83
1.11
April
58.9
1.09
5.25
2.28
May
67.1
1.22
7.85
3.92
June
75.3
1.22
10.79
5.53
July
79.2
1.24
12.29
6.45
August
77.6
1.16
11.67
5.74
September
71.1
1.03
9.24
3.95
October
59.4
0.97
5.40
2.08
November
50.1
0.85
2.88
0.94
December
42.7
0.84
1.30
0.39
Total =
71.47
33.00
SFR-LRW 9-08

Project Name: Street Property
Location of Precipitation Data: Chapel Hill, NC
Starting Year of Data Record: 1987
Ending Year of Data Record: 2016
Period of Record (years): 30
Source of Data: State Climate Office of NC
80th Percentile Annual Precipitation: 53.23
Total =
Mean
Monthly
Precipitation
% of Mean
Annual
Precipitation
ouln
Percentile
Monthly
Precipitation
3.70
7.89
4.20
3.26
6.95
3.70
4.49
9.58
5.10
3.46
7.38
3.93
3.60
7.68
4.09
3.98
8.49
4.52
4.36
9.30
4.95
4.27
9.11
4.85
5.00
10.66
5.68
3.87
8.25
4.39
3.35
7.14
3.80
3.55
7.57
4.03
46.89
100.00
53.23
SFR-LRW 9-08

Project Name: Street Residence
Annual Hydraulic
Design Flow = 480 gal/day
Loading Rate = 11.34 inch/yr
SFR Loading Rate Group: B
Limiting Soil Ksat = 0.030 inch/hour
Irrigation Area = 24,786 square ft
Drainage Coefficient = 0.087
= 0.56900 acres
Drainage Rate = 0.06264
I
inchiday (Formula: Ksat ' Drainage Coefficient' 24)
Number of
Days in the
Month
PET (inlmo)
Vertical
Drainage
(inlmo)
80th Percentile
Monthly
Precipitation
(inlmo)
Maximum
Allowable
Irrigation
(inlmo)
Maximum
Allowable
Irrigation
(gallonsiday)
Maximum
Allowable
Irrigation
(gallonsimonth)
January
31
0.24
1.94
4.20
0.00
0
0
February
28
0.35
1.75
3.70
0.00
0
0
March
31
1.11
1.94
5.10
0.00
0
0
April
30
2.28
1.88
3.93
0.23
121
3,626
May
31
3.92
1.94
4.09
1.78
886
27,452
June
30
5.53
1.88
4.52
2.89
1,488
44,643
July
31
6.45
1.94
4.95
3.44
1,717
53,214
August
31
5.74
1.94
4.85
2.84
1,414
43,836
September
30
3.95
1.88
5.68
0.16
81
2,429
October
31
2.08
1.94
4.39
0.00
0
0
November
30
0.94
1.88
3.80
0.00
0
0
December
31
0.39
1.94
4.03
0.00
0
0
TOTAL = 365 33.00 22.86 53.23 11.34 5706.13 175,200
Formulas: (Max. Allowable Irrigation) = (PET) + (Drainage) - (Precipitation)
SFR Loading Rate
Table
SFR
Maximum Annual
Geometric Mean
Loading
Loading Rate
Ksat Range
Rate
(in/yr)
(in/hr)
Group
Low - High
Low - High
SFR-A
26.0 - 50.0
>0.05
SFR-B
19.5 - 26.0
0.015 - 0.05
SFR-C
13.0 - 19.5
0.003 - 0.015
SFR-D
0.0 - 13.0
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.
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
1 262,800 gal/yr
Maximum allowable
irrigation: 175,200 gal/yr
The Maximum Allowable Irrigation number must be
greater than or equal to the required flow.
SFR-LRW 9-08

Appendix J
Site Map

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Appendix K
Operation and Maintenance Plan

Z� 1�z
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
Basic System Operating Instructions
for
Single Family Residence Drip
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
supercede 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 6 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 (BODS), 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 DRIPFIELD:
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.
DRIP FIELD:
The drip field should be inspected weekly to verify proper operation and to ensure
driplines have not become damaged. Clogged or worn drip tubing should be replaced or,
in the event of minimal obstruction, cleaned. No heavy vehicles or equipment should
be driven over the irrigation area.
Vegetation (grass for this system) in the application area is critical to the operation of the
treatment system. The application area should be allowed to remain in a natural state;
however, the area should be kept free of fallen trees and invasive weeds. Any saplings or
stumps that re -grow should also be removed from the application area by hand and
without damaging the drip components. The turf should be cut occasionally to keep the
turf at a manageable height. Cutting should be performed using a trimmer, scythe, or
other method that will not damage the drip tubing. Wheeled or tracked equipment should
not be used. A soil sample should be collected from the drip field area to determine
appropriate rates of lime and fertilizer application.
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.
11

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 6
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.
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
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
5

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 drip 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.
31

Appendix L
Operation and Maintenance Agreement

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
DWR
15A NCAC 02T.0600 — SINGLE-FAMILY RESIDENCE WASTEWATER IRRIGATION SYSTEMS
OPERATION AND MAINTENANCE AGREEMENT
Division of Water Resources FORM: SFRWWIS O&M 08-13
Permit No.
Property owner(s) as appearing on the recorded deed:
Bany T Street
County: Granville
Mailing address: 3800 Wesley Ridge Drive, Apex, NC 27539
Facility address: 2162 Brogden Road, Creedmoor, NC 27522
Irrigation Method: ❑ SPRAY ❑X 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. ❑ 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
❑X 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 shall be inspected monthly to ensure that the system is free of leaks, that all 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 NCAC 02T
.0105(e)(3).
3. The Perminee'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 surface water or groundwater regulations may void
the permit.
All owners appearing on the legally recorded property deed shall sign this Operation & Maintenance Agreement
I / We understand the above requirements and agree to these terms as part of the issued permit.
sI j
Owner Signature: / Date: 12-
Owner Signature:
Date:
FORM: SFRWWIS O&M 08-13 Page 1 "of 1

Appendix M
County Health Department Denial Letter

ttz
W. RODWELLDRAKE. JR., M.D., DIRECTOR
P. O. BOX 367
QBxfvrb,,1nr14 Carolina 27565
GRANVILLE COUNTY HEALTH DEPT.
VANCE COUNTY HEALTH DEPT.
101 serer onnE
11 s crow �s$ stono
0-cm, No" C muNA 27565
1,2d
Haro-sore, Norms CAA M 275M
Phone:[phone] Date 2el
Phone:[phone]
RE: PIN 0wiier
Aar
3,300 Cl%
1�7 <�
F0,
v
The Granville County Health Department, Environmental Health Division on 16 D evaluated
the above ;cherenc ed property at .the .site designated .on the -plat/site that accompanied your
improve eat; pe�mij application. h jArcording to your application the site is to serve a
with a design flow of d gallons per day=
The. evaluation was done in accordance with the laws and rules governing wastewater systems in North
Carolina Gegeral. Statute 130A 333 and related statutes and Tile 15A, .Subchapter AA, of The North.
Carolina Administrative Code, Rule .1goo and related rules.
Based on the criteria.set .out in Title 15A, Subchapter 18A, of the North Carolina Administrative Code,
Rules .1940 through .1943, the evaluation indicated that the site is UNSUITABLE for a ground absorption
sewage system.. Therefore, your request for an. imprMinent_pennit is .DENIED. A .copy of The site
evaluation is enclosed The site is unsuitable based on the following:
Unsuitable sail topography and/or landscape.position kRule .1940)
Unsuitable soil characteristics (structure or clay mineralogy) (Rule .1941)
Unc, AWAe Gomel. wetnessronditionntule.1942)
�nsuitable soil depth (Rule .1943)
Presence of restrictive horizon (Rule..1944)
Insuillcient space for septic system and repair area (Rule .1945)
Unsuitable -fiormeeting=Fiwj setlaacics.(Ri&-J950)
Other (Rule .1946)
These severe soil or site limitations .could cause..pmmatum .system .failuM . t adin to the .discharge of
untreated sewage on the ground surface, in surface waters, directly into ground water or inside your
structure.
The site evaluation included consideration of possible site modifications and modified, innovative or
alternative systems.
However, the Health Department has determined that none of the above options will overcome the severe
conditions on.tb site. A Possible 4ption xn;ght.be.tibystum designed to dispose of sewage to another area
of suitable soil or off -site to additional property.
For the reasons set nut.abovr, the_property-is currently Classified iSiITT E -andanimprovement
permit shall not be issued for this site in accordance with Rule .1948(c).

However, tlre,.site classified as .UNSUITABLE may be classified as PROVISIONALLY SUITABLE if
written documentation is provided that meets the requirements of Rule .1948 (d). A copy of this rule is
enclosed. You may hire a.Consultant to assist you if you wish to try Io dcvelop a plan under which your site
could be reclassified as PROVISIONALLY SUITABLE.
You have a right to an informal review of this decision. You may request an informal rcview.by the soil
scientist or environmental health supervisor at tlto local health department. You may also request an
informal review by the N. C. Department ofEnvironment and Natural Resources regflnal soil specialist 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, 6714 Nbil Center,
Raleigh, N. C. 27699-6714. To get a. copy of a_petidon.form, you may write the Office -of Administrative
Hearings or call the office at [phone]. The petition for a contested heating trust be filed in
accordance with the_prrnision of North Carolina General Statutes 130A-24 and 150E-23 and all other
applicable provisions of Chapter 150B. N. C. General Statute 130A-335(g) provides that your hearing
would be held in the county where your property is located
Please note: If you wish to pursue a formal appeal, you must file the petition form with the Office of
A ' trative Hearings Wi IHN 30 DAYS OF TBE DATE OF THIS LETTER. The date of,this lener is
,rZd 1,2,11 y . Meeting the 30 day deadline is critical to a your right to a formal appeal,
Beginning'a formal.appcsI within 30 days will not interfere with any informal review that you migbt
request. Do not wait for the outcome of any informal review if you wish to file a formal appeal.
If you file a pctitioa for a contested ,case hearing with ,thc 9fX ec of Administrative Hearings, you are
required by law (N. C. General Statute 15013-23) to send a copy of your petition to the North Carolina
Department ofEnviro wtv and Natural Ite urces. Send the ropy to: 0111ce of General Cnttnsel, X C.
Department of Environment and Natural Resources, 1601 Mail Service Center, Raleigh, N. C. 27699-1601.
Do NOT send the,copy of the. petition to your local health deparment. Sending a copy of your petition so
the local health department will NOT satisfy the legal requirement in N. C. General Statute 15013-23' that
you send a copy.to the Office of General Counscl,.NCDE1,M
You may call or write the local health deparmrent if you need any additional information or assistance,
Sincerely,
enclosure: copy.of.site evaluation and copy of Rule .1948(d)
chs6.doc
.1948 SITE CLASSIFICATION
(d) A site classified as UNSUITABLE may be used for a ground absorption sewage treatment and
disposal system specifically idealified in Mules .1955, ,1956, or .1957 of this Section or a system approved
under Rule .1969 if written documentation, including engineering hydrogeologic, geologic or soil studies,
indicates to the local health department that the proposed system can be expcctcd.to function satisfactorily_
Such sites shall be reclassifued as PROVISIONALLY SUi1TABLE if the local health department determines
that the substantiating date indicate that
(1) a ground absorption system can be installed so that the effluent will be non-pathogenic,
non-infectious, non -toxic, and non -hazardous;
(2) the effluent will riot contaminate groundwater or surface water, and
(3) the ef'ilucni will not be exposed on the Mound surface or be discharged to surbee waters
where it could come in contact with People, animals, or vectors.
The State shall, review the substantiating -data if requested by.thc local health department
Z /Z 9010E096t6 9Z99L9Z61616 01 qIIeaN Ie1U9wu0a1nU3

Appendix N
Floodway Regulation Compliance

National Flood Hazard Layer FIRMette OFEMA
36°8' 18.05"N
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 With BFE or Depth zone AE, AD, AH, VE, AR
HAZARD AREAS Regulatory Floodway
OTHER AREAS OF
FLOOD HAZARD
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
Levee. See Notes. zonex
Area with Flood Risk due to Leveezone D
NO SCREEN Area of Minimal Flood Hazard zonex
Q Effective LOMRs
OTHER AREAS Area of Undetermined Flood Hazard
GENERAL ---- Channel, Culvert, or Storm Sewer
STRUCTURES IIIIIIII Levee, Dike, or Floodwall
e zo.s Cross Sections with 1% Annual Chance
Water Surface Elevation
o- — — Coastal Transect
—513— Base Flood Elevation Line (BFE)
Limit of Study
Jurisdiction Boundary
-- --- Coastal Transect Baseline
OTHER _ Profile Baseline
FEATURES Hydrographic Feature
❑ Digital Data Available N
0 No Digital Data Available
MAP PANELS ® Unmapped
p The pin displayed on the map is an approximate
T 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 12/10/2019 at 6:32:34 PM and does not
reflect changes or amendments subsequent to this date and
-4 time. The NFHL and effective information may change or
OD
A become superseded by new data over time.
ro This map image is void if the one or more of the following map
r6 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.

Appendix O
Threatened or Endangered Aquatic Species Documentation

MEN Roy Cooper. Governor
•s ; NC DEPARTMENT OF Susi Hamilton, Secretary
■■ ■■ NATURAL AND CULTURAL RESOURCES
013
0 Walter Clark, director, Land and Water Stewardship
NCNHDE-10925
December 13. 2019
Julie Davidson
Agriwaste Technology, Inc.
501 N. Salem St.
Apex, NC 27502
RE: Berry Onsite Wastewater Design -Updated Parcel Boundary
Dear Julie Davidson:
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 indicates that there are records for rare species, important natural
communities, natural areas, and/or conservation/managed areas within the proposed project
boundary. These results are presented in the attached `Documented Occurrences' tables and map.
The attached `Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is documented within the project area or indicated within a one -mile
radius of the project area, the NCNHP recommends contacting the US Fish and Wildlife Service
(USFWS) for guidance. Contact information for USFWS offices in North Carolina is found here:
httr)s://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please 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 not be redistributed without permission.
Also please note that the NC Natural Heritage Program may follow this letter with additional
correspondence if a Dedicated Nature Preserve, Registered Heritage Area, Clean Water
Management Trust Fund easement, or an occurrence of a Federally -listed species is documented
near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at rod ney.butlerCo�ncdcr.aov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPAR7HEN7 OF NATURAL AND CULTURAL RESOURCES
121 W. JONES STREET. RALEIGH. NC 27603 • 1691 MAIL SERVICE CENTER. RALEIGH. NC 27609
OFC 919.707.9120 • FAX [phone]

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Intersecting the Project Area
Berry Onsite Wastewater Design -Updated Parcel Boundary
December 13, 2019
NCNHDE-10925
No Element Occurrences are Documented within the Project Area
There are no documented element occurrences (of medium to very high accuracy) that intersect with the project area. Please note, however, that although the
NCNHP database does not show records for rare species within the project area, it does not necessarily mean that they are not present; it may simply mean that
the area has not been surveyed. The use of Natural Heritage Program data should not be substituted for actual field surveys if needed, particularly if the project
area contains suitable habitat for rare species. If rare species are found, the NCNHP would appreciate receiving this information so that we may update our
database.
No Natural Areas are Documented within the Project Area
Managed Areas Documented Within Project Area
Managed Area Name er Type
Lake Rogers Park City of Creedmoor Local Government
NOTE: If the proposed project intersects with a conservation/managed area, please contact the landowner directly for additional information. If the project intersects with a Dedicated Nature Preserve
(DNP), Registered Natural Heritage Area (RHA), or Federally -listed species, NCNHP staff may provide additional correspondence regarding the project.
Definitions and an explanation of status designations and codes can be found at httos://ncnhde.natureserve.ora/content/help. Data query generated on December 13, 2019; source: NCNHP, Q4 Oct 2019.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 4

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Berry Onsite Wastewater Design -Updated
Parcel Boundary
December 13, 2019
NCNHDE-10925
Element Occurrences Documented Within a One -mile Radius of the Project Area
ienti is NdITI
dITI t Element
Accuracy Federal
Global State
roup
NDate
bservation Occurrence
Status
Rank Rank
Rank
Vascular Plant 13748 Acmispon helleri
Carolina Birdfoot- 1990-09-02
F 2-High ---
Special
G5T3 S3
trefoil
Concern
Vulnerable
Vascular Plant 17644 Lithospermum
Hoary Puccoon 2015-04-21
D 1-Very ---
Threatened
G5 S2
ca nescens
High
Vascular Plant 8562 Scutellaria australis
Southern Skullcap 2017-05-22
H 5-Very ---
Endangered
G4T4? S1
Low
Vascular Plant 5107 Silphium
Prairie Dock 2015-04-21
B 1-Very ---
Significantly
G4G5 S2
terebinthinaceum
High
Rare
Peripheral
Vascular Plant 10544 Solidago rigida var.
Southeastern Bold 2015-04-21
BC 1-Very ---
Significantly
G5T4 S2
glabrata
Goldenrod
High
Rare
Peripheral
Vascular Plant 5977 Symphyotrichum
Serpentine Aster 2002-10-25
CD 1-Very ---
Endangered
G2 S1
depauperatum
High
Natural Areas Documented Within a One -mile
Radius of the Project Area
Site Na
ReprJentational Rating M
Collective Rating
Lake Rogers Diabase Area
R2 (Very High)
C4 (Moderate)
Managed Areas Documented Within a One -mile
Radius of the Project Area
Managed Area Name
Owner Type
Falls Lake
US Army Corps of Engineers
Federal
Tar River Land Conservancy Easement
Tar River Land Conservancy
Private
Lake Rogers Park
City of Creedmoor
Local Government
NC Clean Water Management Trust Fund Funded NC DNCR, Clean Water Management
Trust State
Project
Fund
Definitions and an explanation of status designations and codes can be found at httos://ncnhde.natureserve.ora/content/help. Data query generated on December 13, 2019; source: NCNHP, Q4 Oct 2019.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
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NCNHDE-10925: Berry Onsite Wastewater Design -Updated Parcel Boundary
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MET,, Esri China (Hong Kong), (c) OpenStreetMap contributors, and the GIS
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