WQ0045470_Application_20240530

Initial Review
Reviewer nathaniel.thornburg
Is this submittal an application? (Excluding additional information.) *
Yes No
Permit Number (IR) * WO0045470
Applicant/Permittee Pea Ridge Developers, LLC
Applicant/Permittee Address 341 Kilmayne Dr., Suite 201; Cary, NC 27511
Is the owner in BIMS? Yes No Is the facility in BIMS?
Owner Type
Facility Name
County
Fee Category Single -Family Residence
Is this a complete application?*
Yes No
Signature Authority
Signature Authority Title
Signature Authority Email
Document Type (if non -application)
Email Notifications
Organization
Firefly Overlook - Lot 24 SFR
Chatham
Does this need review by the hydrogeologist? * Yes No
Regional Office
CO Reviewer
Admin Reviewer
Fee Amount
Complete App Date
05/30/2024
Yes No
$60
Below list any additional email address that need notification about a new project.
Email Address
Comments to be added to email notfication
Comments for Admin
Comments for RO

Comments for Reviewer
Comments for Applicant

Submittal Form
Project Contact Information
Please provide information on the person to be contacted by NDB Staff regarding electronic submittal, confirmation of receipt, and other correspondence.
...................................................................................................................................................................................................................................................................................... ... ... ... ... ... .. ... ... ... ... ..
Name* John Harman, PE
Email Address*
[e-mail]
Project Information
.........................
Application/Document Type*
New (Fee Required)
Modification - Major (Fee Required)
Renewal with Major Modification (Fee
Required)
Annual Report
Additional Information
Other
Phone Number*
9198182077
Modification - Minor
Renewal
GW-59, NDMR, NDMLR, NDAR-1,
N DAR-2
Residual Annual Report
Change of Ownership
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
https://edoes.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type:*
Wastewater Irrigation
High -Rate Infiltration
Other Wastewater
Reclaimed Water
Closed -Loop Recycle
Residuals
Single -Family Residence Wastewater
Other
Irrigation
Applicant/Permittee*
Pea Ridge Developers, LLC
Applicant/Permittee Address*
341 Kilmayne Dr., Suite 201; Cary, NC 27511
Facility Name*
Firefly Overlook - Lot 24 SFR
Please provide comments/notes on your current submittal below.
At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg
at [e-mail].
Please attach all information required or requested for this submittal to be reviewed here.
(Application Form, Engineering Plans, Specifications, Calculations, Etc.)
Binder -Lot 24 Firefly-DWR Submittal 052824.pdf 8.49MB
Upload only 1 PDF document (less than 250 MB). Multiple documents must be combined into one PDF file unless file is larger
than upload limit.
* By checking this box, I acknowledge that I understand the application will not be accepted for pre -review until the fee (if required) has
been received by the Non -Discharge Branch. Application fees must be submitted by check or money order and made payable to the
North Carolina Department of Environmental Quality (NCDEQ). I also confirm that the uploaded document is a single PDF with all parts
of the application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Signature
019". C96
Submission Date 5/26/2024

JOH1 \ R. Hl 1Rl ► Yl 1N, P.E.
PROFESSIONAL CONSULTING ENGINEER
2112 White Oak Road..... Raleigh, North Carolina.....27608
[e-mail]
May 24, 2024
COVER LETTER
Re: Submittal Package Information -Application for Non -Discharge Permit for a Five Bedroom
Single Family Residence; Lot 24 Firefly Overlook Subdivision
178 Green Turtle Lane (Pittsboro, NC)., Chatham County, NC
To NCDENR-DWR Plan Review Section:
Pumosc: The intent of this correspondence is to supply necessary information pursuant to
obtaining a Non -Discharge Permit for the construction and operation of a wastewater treatment
and surface application system for a proposed 5 bedroom single family residence situated at the
above referenced location, and illustrated on the enclosed documents.
Project Narrative: The Owner of the subject property desires to procure an Authorization to
Construct a wastewater treatment and surface application system consisting of the standard
pretreatment and surface drip irrigation components, all as illustrated in the accompanying
documents. The domestic strength wastewater from the house will receive an advanced level of
wastewater treatment through the installation of an EZ Treat 600 GPD (recirculating polystyrene
media) Filter. The EZ Treat component is in common use in North Carolina and nationally, for
providing advanced pre-treatment of wastewater prior to surface and subsurface dispersal.
Attached herewith are supporting documents, as applicable and requested by the DWR review
checklist, to wit:
Section 1: SUt)Dortin2 Documents
-DWR Form SFRWWIS 06-16 Application
-Supplemental & Miscellaneous Project Exhibits
-General Project Viewing Map
-Exhibit for Soils, Wells & Stream Locations
-USDA Soils Map
-USGS Nerry Oaks Quad Map -Project Location
-Property Plat Map -Firefly Overlook Subdivision
-Property Ownership Information
-Corporation Information
-Capacity to Act for Corporation
-Signed Copy of O&M Agreement

-County Health Dept Septic Denial Letter
-Natural Heritage Program Comments
-Soils Report & SFR Worksheet
Section 2: Engineering Calculations
Section 3: General Specifications
Section 4: Product/Manufacturers Cut Sheets
Section 5: Plans
Sheet 1 of 7: Cover Sheet, Vicinity Map, Lot Location Map, etc.
Supplemental Exhibit Sheet
Sheet 2 of 7: Overall Site Plan
Sheet 2A of 8: House Plan Area
Sheet 3 of 7: Enlarged Field Area Layout
Sheet 4 of 7: Hydraulic Profile, Treatment & Tank Details, etc.
Sheet 5 of 7: Pump Details -Drip Dispersal System
Sheet 6 of 7: Drip System Miscellaneous Details
Sheet 7 of 7: Component Details, O&M Schedule, Electrical, etc.
If any questions arise regarding this matter, please do not hesitate to call_
Regards,
John R. Harman, PE
Consulting Engineer
919-818-2077
Page 2 of 2

L. c-T 2A-
State of North Carolina
DWR 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 HA NCAC 02L .0100, 15A NCAC 02T _0100, 15A NCAC 02T
.0600, 15A NCAC 1SA .1900. Division Policies and eood eneineerins 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 Apmlicant shall submit one original
and at least two conies of the application and supmorting documentation.
A. Cover Letter (All Application Packages):
® List all items and attached supporting documentation included in the application package, as well as a brief description of the
requested permitting action.
B. Application Fee (All New and Major Modification Application Packages):
® Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental
Quality (NCDEQ).
❑ The appropriate fee amount for new and major modification application packages may be found at: Standard Review Proiect
Fees.
C. Single -Family Residence Wastewater Irrigation Systems (FORM: SFRWWIS 06-16) Application (All Application Packages):
® Submit the completed and appropriately executed Single -Family Residence Wastewater Irrigation Systems (FORM:
SFRWWIS 06-16) application. Any unauthorized content changes to FORM: SFRWWIS 06-16 shall result in the application
package being returned. If necessary for clarity or due to space restrictions, attachments to the application may be made, as
long as the attachments are numbered to correspond to the section and item to which they refer.
® If the Applicant Type in Item I.2. 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 I.2. 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 II.2. 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 Stem Renewal (FORM: NDSRJ application.
D. Existing Permit (All Modification Packages):
❑ Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit modification
(i.e., compliance schedules, permit description, monitoring, permit conditions, etc.).
E. Property Ownership Documentation (All Application Packages):
® Per 15A. NCAC 02T .0604(e), the Applicant shall demonstrate they are the owner of all property containing the wastewater
treatment, storage and irrigation facilities:
® 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

F. Soil Evaluation (All Application Packages that include new irrigation sites):
®Per 15A NCAC 02T .0604(b) and current Division Poticv, 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 Sinele-Familv Residence Wastewater Irrigation System Loadine Rate Calculation Policy.
® A completed copy of the Sinvle-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 .0604ic)(1), submit standard size and 11 x 17-inch plan sets that have been signed, sealed and dated by a
North Carolina licensed Professional Eniz veer.
® 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)[21, 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 15: 1 NCAC ou .0604N)(3), submit engineering calculations that have been signed, sealed and dated by a North Carolina
licensed Professional En-
,,inecr.
® 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 11 x 17-inch site maps that have been signed, sealed and dated by a
North Carolina licensed Professional Engineer and/or Professional Land Survevor.
® 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 021' .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(1), 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 Onerativu 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 15 NCAC 02T .0604fiz), 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)(81, provide written documentation from all local governing entities that the facility is in
compliance with Ardele 21 Part 6 oFCliMter 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 _01 OS c 1D , submit documentation from the Department's Natural Heritaee Praram 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 .01 10..
P. Other Environmental Permits (All Application Packages that include stream or wetland crossings):
❑ Per 15A NCAC 02T .01.05(c)(6), submit a copy of either the approved permit/certification or a letter from the appropriate
review agency acknowledging receipt of the application for the following applicable permits/certifications:
❑ Division of Water Resources' Water Oualitv Permittinv Section — Wetlands 401 Certification
❑ US Armv Coros of Enp-ineers South Atlantic Division — Nationwide 12 or Section 40A-pgrm it
❑ Per 15A NCAC 02T 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
Rv 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

State of North Carolina
DWR 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
I. APPLICANT INFORMATION:
1. Applicant's name as appears on deed, contract or lease agreement: Pea Ridge Develoners, LLC
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership
3. Signature authority's name: Andrew Ross per 15A NCAC 02T .0106(b) Title: Manager
4. Applicant's mailing address: 341 Kilmavne Dr. Suite 201
City: Cary State: NC Zip: 27511-
5. Applicant's contact information:
Telephone number: [phone] Fax number: (_) - Email Address:
Andrew. Ross(t-vflovddevel opment. c om
II. FACILITY INFORMATION:
1. Facility name: Lot 24: 178 Green Turle Lane: Chatham County. NC
2. Facility status: ❑ Existing or ® Proposed
3. Facility's physical address: 178 Green Turtle Lane
City: Pittsboro State: NC Zip: 27312- County:
4. Wastewater Treatment Facility Coordinates: Latitude: 35' 43' 24" Longitude: -79' 03' 46"
Provide the following latitude and longitude coordinate determination information:
Datum: NAD83 Level of accuracy: Nearest second Method of measurement: MaD interoretation by extraction
5. USGS Map Name: Merry Oaks
III. CONSULTANT INFORMATION:
1. Engineer's name: John R Harman, PE License Number: NC 9810
Engineer's mailing address: 2112 White Oak Rd
City: Raleigh State: NC Zip: 27608-
Telephone number: [phone] Fax number:
2. Soil Scientist's name: Christopher Murrav License Number: 1284
Soil Scientist's mailing address: 216 S. Swins Rd.. Suite 1
City: Greensboro State: NC Zip: 27409-336
Telephone number: [phone] Fax number: (_) -_
IV. GENERAL REQUIREMENTS — 15A NCAC 02T .0100:
Firm:
Email Address:
Firm: Piedmont Environmental Associates. PA
Email Address: chris(u•:oiedrnontsoil.com
1. Application type: ® New ❑ Major Modification ❑ Minor Modification
If a modification, provide the existing permit number: WQ00 and most recent issuance date:
2. Application fee: $60
3. Describe the origin of the wastewater and provide a brief project description: Septic and Advanced Pretreatment via
Recirculating Media Filter, & Storage -prior to Surface Drip Application
4. Wastewater flow: 600 GPD
FORM: SFRWWIS 06-16 Page 1 of 6

State of North Carolina
DWR 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
FORM: SFRWWIS 06-16 Page 2 of 6

IV. GENERAL REQUIREMENTS — 15A NCAC 02T .0100 (CONTINUED):
5. Using 15A NCAC 02T ,0114 explain how the total wastewater flow was determined:
Establishment Type Flow Basis Flow Number Flow
Per Unit of Units
Single Family Residence-5 Bedroom gal/Bedroom 120 5 600 GPD
gal/ GPD 1
Total 600 GPD
6. Per I.5A NCAC 02T .01051aft 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? feet mean sea level. Source:
Are any treatment, storage or irrigation systems located within the 100-year flood plain? ❑ Yes or ❑ No
If yes, has documentation of compliance with Article 21 Part 6 of Chapter 143 of the G.S. been provided? ❑ Yes or ❑ No
V. DESIGN CRITERIA AND SETBACKS — 15A NCAC 02T .0605 & .0606:
1. Provide the estimated influent and designed effluent concentrations from the engineering calculations to verify conformance
with 15A NCAC 02T .0605(b) for the following parameters:
Estimated Influent Designed Effluent Minimum Required
Parameter Concentration Concentration Degree of Treatment
(monthly average) Prior to Storage
Biochemical Oxygen Demand 350 mg/1 <10 mg/1 < 30 mg/1
(BOD5) —
Total Suspended Solids (TSS) 350 mg/1 <10 mg/1 < 30 mg/1
Ammonia Nitrogen (NH3-N) 30 mg/1 <10 mg/1 < 15 mg/1
Fecal Coliforms per 100 ml < 200 colonies/100 ml 1
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 154 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 .06056), how will restricted access to the irrigation system be provided? 2-Strand Fence
Are all treatment units and control panels locked to prevent entry? ® Yes or ❑ No
9. In accordance with I5A NCAC 02T .06056), do the designed irrigation loading rates (see Application Item VIIA.) exceed the
soil scientist recommended loading rates (see Application Item VII.3.)? ® Yes or ❑ No
10. In accordance with 15A NCAC 021T .0605 k , does the septic tank design adhere to 15A NCAC 18A .1900? ® Yes or ❑ No
FORM: SFRWWIS 06-16 Page 3 of 6

V. DESIGN CRITERIA AND SETBACKS — 15A NCAC 02T .0605 & .0606 (CONTINUED):
11. In accordance with 15A NCAC 02T .06M, what is the specified method of disinfection? Ultraviolet
If chlorine, specify contact detention time provided: minutes and where contact time occurs: T
If UV, specify the number of banks: 1, total lamps: 1 and maximum flow capacity: 10 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: 4 of 7 & Specification Page: ) or ❑ No
14. In accordance with 15A NCAC 02T .0605(o), has a precipitation or soil moisture sensor been provided?
® Yes (Plan Sheet: 4 of 7 & Specification Page: ) 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( 1, 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
Any habitable residence or place of assembly under separate ownership or not to be
maintained as part of the project site
Any habitable residence or place of assembly owned by the Permittee to be maintained as
part of the project site
lAny private or public water supply source
Surface waters (streams — intermittent and perennial, perennial waterbodies, and wetlands)
Groundwater lowering ditches (where the bottom of the ditch intersects the SHWT)
Subsurface groundwater lowering drainage systems
Surface water diversions (ephemeral streams, waterways, ditches)
Any well with exception of monitoring wells
Any property line
Top of slope of embankments or cuts of two feet or more in vertical height
Any water line from a disposal system
Any swimming pool
Public right of way
Nitrification field
Any building foundation or basement
20. Are any setback waivers proposed for this facility? ❑ Yes or ® No
Irrigation
Treatment /
System
Storage Units
>100'
>100'
> 15'
>100'
>100' >100'
N/A
N/A
N/A�
>100' >100'
10' 50'
25'
> 10'
N/A
>50'
N/A
> 15'
If yes, in accordance with 15A NCAC 021T-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 4 of 6

VI. WASTEWATER TREATMENT & STORAGE FACILITY DESIGN:
1. Type of treatment system: Sentsc Tank 1 EZ Treat
2. Provide the requested information for each treatment/storage unit and its associated mechanical equipment:
a. PRELIMINARY / PRIMARY TREATMENT (i.e., physical removal operations):
Treatment Unit No. of Manufacturer or Dimensions (ft) / Volume Plan Sheet Specification
Units Material Spacings (in) (gal) Reference , Reference
Septic Tank 1 Shoaf Precast I O'x4.7'x4.6' 1500 4 of 7
Select
Select
b. SECONDARY TREATMENT
(i.e., physical, biological and recirculation processes):
No. of
Manufacturer or
Volume
' Plan Sheet Specification
Treatment Unit
Units
Material
Dimensions (ft)
_ (gal)
Reference Reference f
EZ Treat
1
EZ-Treat 600
+/-7'x4.5' N/A
4 of 7
l Recirculation Tank
1
Shoaf PreCast
12' x6' x4. 8' 2500
4 of 7
Select
c. DISINFECTION:
Treatment Unit No. of
Units
Ultraviolet I 1
Select
d. PUMP/STORAGE TANK:
Manufacturer or Dimensions (ft)
Material
EZ Treat Model UV 101
Volume
Plan Sheet
Specification
(gal)
Reference
Reference
10 GPM
4 of 7
Manufacturer or
No. of
Total Effective
Effective
Plan Sheet
Specification
Material
Units
Dimensions (ft)
Volume Volume
Storage
Reference
Reference
(gal)
(days)
Shoaf PreCast
I 1
12' x6' x6. 6'
___(gal)
3500 4039*
6.74
4 of 7
Calcs
*Partial Use with
Recirc Tank
e. PUMPS:
No. of
Manufacturer /
Capacity
Plan Sheet
Specification
Location
Pumps
Purpose
� Type
GPM TDH
Reference
Reference
2500 Gal Recirc
1
Dose EZ Treat Pod
StatRite Step20
20 100'
4 of 7
3500 Field Dose
1
Field Dosing
Goulds
14.2 142'
4 & 5 of 7
Tank
I
PUTB1534112W
f. BLOWERS:
No. of
Manufacturer /
Capacity
Plan Sheet
Specification
Location
iRlowers
Units Served
Type
(CFM)
Reference
Reference
1
g. MIXERS:
�
FORM: SFRWWIS 06-16
Page 5 of 6

I Location No. of Units Served Manufacturer / Power Plan Sheet Specification
Mixers Type (hp) Reference Reference
I I
FORM: SFRWWIS 06-16 Page 6 of 6

VII. 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? Existing Woodlands to Remain to the Fullest Extent Practical
3. Soil Evaluation recommendations:
Minimum Observed Recommended Recommended
Soil Series Fields within Soil Area Depth to SHWT Loading Rate Loading Rate
(ft) (in/hr) (in/yr)
Badin Goldston All 4 Zones 12 <0.3 in/Hr 19.98
Complex
1
� 1
4. Irrigation System Information (Note — this table may be expanded for additional fields):
Designed Designed I i
Area Dominant Latitude Longitude
Waterbody
Field Rate te Ra
(acres) Soil Series
(DMS) (DMS)
Stream Index Classification
(in/hr) (in/yr)
No.'
1 0.417 Goldston) 0.156� 19.31
35° 43' 24" -79003' 46"
UT WS-IV, NSW
O
fTotal 0.389�
Provide the following latitude and longitude coordinate determination
information:
Datum: NAD83 Level of accuracy: Nearest 30 seconds
Method of measurement:
Man interpretation by extraction
'- For assistance determining the waterbody stream index number
and its associated classification,
instructions may be
downloaded at: https:,'.'ncdenr.s3.amazonaw•s.com. a3fs-
nubitc. Water°/u20Quality/Aciuifer°rfl2OProtec6or LAU!A reements/WSCA6%2008-13.vdf.
Spray Irrigation Design Elements
Drip Irrigation Design Elements
Nozzle wetted diameter: ft
Emitter wetted area:
6.22 W
Nozzle wetted area: ft-
Distance between laterals:
3.11 ft 1
Nozzle capacity: GPM
Distance between emitters:
2 ft 1
Nozzle manufacturer/model: /
Emitter capacity:
0.61 GPH
fElevation of highest nozzle: ft
Emitter manufacturer/model:
Netafim / BioLine
I Specification Reference: I
Elevation of highest emitter:
370 ft ,
Specification Reference:
Pages 5& 6 of 7 -Specs
FORM: SFRWWIS 06-16 Page 7 of 6

Professional Engineer's Certification:
John R. Harman. PE attesst that this application for
(Professional Engineer's name from Application Item 111.1.)
Lot 24;. 78_Cre_en Turtle Lane; Chatham Caunty_, NC
(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 143-216.613. any person who knowingly makes any false statement.
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor. which may include a fine not to
exceed $10.000, as well as civil penalties up to $25.000 per sic ttlIom
Al polr'tt y�.l Al
North Carolina Professional Engineer's se, signatrla� zIj.
ifr'►771
!/0�►rlil li,�j11►4`i�
Applicant's Certification per 15A NCAC 02T .0106(bl:
An rew Ross. Manager of Pea.Ridae Develooers. LLC attest that this application for
(Signature Authority's name & title from Application Item I.3.)
Lot 24; 178 Green Turtle Lane; Chatham County NC
(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, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if all required
supporting information and attachments are not included, this application package will be returned to me as incomplete. I further certify,
that the applicant or any affiliate has not been convicted of an environmental crime. has not abandoned a wastewater facility without
proper closure. does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any
active compliance schedule. and do not have any overdue annual fees per 15A NCAc u_' 1 .0 10s1ei.
Note: In accordance wit eneral Su tes and 143-215.613, any person who knowingly makes any false statement,
representation, or Wrliti tion in any app o package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10.000 as we as civil penalties up i _5.000 per violation.
Signature: Dater _�15
FORM: SFRW WIS 06-16 Page 8 of 6

SUPPLEMENTAL & MISCELLANEOUS PROJECT
EXHIBITS
• General Proiect Viewing Map
• Exhibit for Soils, Wells, & Stream Locations
• USDA Soil Map
• USGS Merry Oaks Quad Map-Proiect Location
• Property Plat Map -Firefly Overlook Subdivision
FOLLOW THIS PAGE
L,T 14

N
GENERAL VIEWING MAP
SCALE: +/- 1" = 400'
EXHIBIT FOR SOILS, WELLS, &
STREAM FEATURES FOR FIREFLY
OVERLOOK SUBDIVISION
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209
219
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PROPERTY PLAT MAP
OF PEA RIDGE
DEVELOPERS, LLC
OWNERSHIP
FIREFLY OVERLOOK
SCALE: SEE GRAPHIC BAR SCALE

PROPERTY OWNERSHIP INFORMATION,
CAPACITY TO ACT FOR PROPERTY OWNER(S)t
O&M AGREEMENTS
FOLLOW THIS PAGE
L --oT -Z4

SOSID: 2454362
Date Filed: 7/19/2022 9:13:00 AVI
State of North Carolina Elaine F. Marshall
Department of the Secretary of State North Carolina Secretary of State
C2022 200 00135
Limited Liability Company
ARTICLES OF ORGANIZATION
Pursuant to §57D-2-20 of the General Statutes of North Carolina, the undersigned does hereby submit these Articles
of Organization for the purpose of forming a limited liability company.
I . The name of the limited liability company is: Pea Ridge Developers, LLC
(See Item l of the Instructions for appropriate entity designation)
2. The name and address of each person executing these articles of organization is as follows: (State whether each
person is executing these articles of organization in the capacity of a member, organizer or both by checking
all applicable boxes.) Note: This document must be signed by all persons listed.
Name Business Address Capacity
Andrary Ross - 341 Kilmavne Drive, Suitc 201 Cary NC. 27511-4490 United States OMember ❑Organizer
❑Member ❑Organizer
❑Member ❑Organizer
3. The name of the initial registered agent is: James Andrew Saputo Jr.
4. The street address and county of the initial registered agent office of the limited liability company is:
Number and Street 341 Kilmayne Drive, Suite 201
Citv Cary State: NC ZipCodc: 2751 L-4490County: Wake
5. The mailing address, if different from the street address, of the initial registered agent office is:
Number and Street —
City_ State: NC Zip Code: County:
6. Principal office information: (Select either a orb.)
a. ❑The limited liability company has a principal office.
The principal office telephone number:
The street address and county of the principal office of the limited liability company is:
Number and Street: - —
City: State: Zip Code: County:
BUSINESS REGISTRATION DIVISION P.O. BOX 29622 Raleigh, NC 27626-0622
(Revised August. 2017) Form L-01

The mailing -address, if different from the street address, of the principal office of the company is:
Number and Street:
City: State: Zip Code: County:
b. Q The limited liability company does not have a principal office.
7. Any other provisions which the limited liability company elects to include (e.g., the purpose of the entity) are
attac hed.
8. (Optional): Listing of Company Officials (See instructions on the importance of listing the company officials in the
creation document. _
B
Name Title usiness Address _
Andrew Ross I Manager �41 Kilmayne Drive, Suite 201 Cary NC,
f
9. (Optional): Please provide a business e-mail address: prjrja�y Red .rtinn _
The Secretary of State's Office will e-mail the business + �utontatical.ly at the address provided above at no cost when a
document is filed. The e-mail provided will not be viewable on the website. For more information on why this service is
offered, please see the instructions for this document.
10. These articles will be effective upon filing, unless a future date is specified:
This is the 19th day of July , 2022
Andrew Ross
Signature
Andrew Ross Member/Organizer _
Type or Print Name and Title
The below space to be used if more than one organizer or member is listed in item #2 above.
Signature
Signature
Type or Print Name and Title Type or Print Name and Title
NOTE:
1. Filing fee is $125. This document must be filed with the Secretary of State.
BUSINESS REGISTRATION DIVISION P.O. BOX 29622 Raleigh, NC 27626-0622
(Revised August. 2017) Form L-01

WRITTEN CONSENT OF THE MEMBERS AND MANAGERS
OF
PEA RIDGE DEVELOPERS, LLC
The undersigned. being all of the Members and Managers of Pea Ridge Developers. LLC; a North
Carolina limited liability company (the "Comnanv"), do hereby adopt the following resolutions by
signing their written consent hereto, which action by written consent is taken in lieu of holding a special
meeting of the Members of the Company:
AUTHORIZATION TO EXECUTE DOCUMENTS ON BEHALF OF THE COMPANY
WHEREAS, the Company is in the business of developing lots in a subdivision known as Firefly
Overlook (the -Business"); and
WHEREAS, the Company is governed by the terms and conditions of that certain Operating
Agreement of the Company which allows documents to be signed by any Manager of the Company upon
agreement by the Managers; and
WHEREAS, the Company wants to put in place this set of resolutions to provide for the execution
of documents by the Company.
NOW, THEREFORE, IT IS HEREBY:
RESOLVED, that the current Manager of the Company is Andrew Ross.
RESOLVED, that Andrew Ross, acting in his capacity as a Manager of the Company, in
accordance with the terms of the Operating Agreement of the Company, is hereby authorized to execute.
acknowledge and deliver in the name and on behalf of the Company all documents required to complete
the Business of the Company.
FURTHER RESOLVED that any acts of the Company, which acts would have been authorized
by the foregoing resolutions except that such acts were taken prior to the adoption of such resolutions,
are hereby severally ratified, confirmed, approved and adopted as the acts of the Company.
This Resolution may be transmitted electronically and electronic signatures shall be deemed
effective as originals.
[SIGNATURES FOLLOW ON NEXT PAGE]

These 3C`ions and rtsoluriuns are ;-ff�-cN t 3s of tale 10'} da` of April, 2014
%LBEzs:
8-v-
�ti Ross.I�na�er
Andrew Ross
MA.
Andrew Ross

State of North Carolina
Y Department of Environmental Quality
DW
3 Mt, Division of Water Resources
SINGLE-FAMILY RESIDENCE WASTEWATER IRRIGATION SYSTEM
Divlslon of Water Resources OPERATION AND ;MAINTENANCE AGREEMENT
FORM: SFRWWIS-O&M 09-18
Permit No. WQ00 County: Wake
Permittee: Lot 24-Fireflv Overlook Subdivision -Pea Ridfze Developers, LLC (i.e., all deeded property owners)
The Permittee agrees to operate and maintain the single-family residence wastewater treatment and irrigation system as
follows:
1. Inspect the septic tank annually, and pump out solids as needed.
2. Inspect and clean the septic tank effluent filter annually. (if applicable)
3. Inspect the tablet chlorinator weekly. Add wastewater grade chlorine tablets (e.g., calcium hypochlorite) as needed.
Swimming pool grade chlorine tablets are not acceptable. (if applicable)
4. Inspect the ultraviolet disinfection unit weekly. Clean or replace the lamps and quartz sleeves as needed. (if
applicable)
5. Inspect all storage tanks, pumps, and alarms monthly. Remove the floating scum layer in all pump/storage tanks
when pumping the septic tank solids out.
6. Inspect the spray irrigation system monthly to verify: proper operation of the spray heads; that there are no leaks;
that vegetative growth does not obstruct the spray heads; that the irrigated wastewater is not ponding in or running
off the designated irrigation area; and that there are no objectionable odors. (if applicable)
7. Inspect the drip irrigation system monthly to verify: proper operation of the drip lines; that there are no leaks; that
vegetative growth does not obstruct the drip emitters; that the irrigated wastewater is not ponding in or running off
the designated irrigation area; and that there are no objectionable odors. (if applicable)
8. Maintain a set of Division -approved engineering plans and specifications.
9. Pay the required annual fee.
10. Request renewal of this permit on Division -approved forms no later than 180 days prior to expiration.
11. Sign and provide a Chan_,e aXwnership application to any future owner of the single-family residence wastewater
treatment and irrigati system their mpletion and submission to the Division of Water Resources.
We understand the above quirements and re to these terms as part of the issued permit.
Signature: Date: S {_
Signature: Date:
Signature: Date:
Signature: Date:
All deeded property owners shall sign this Meration and Maintenance Agreement
FORM: SFRWWIS-O&M 09-18 Page 1 of 1

COUNTY DENIAL LETTERS
FOR SEPTIC SYSTEMS
FOLLOW THIS PAGE

CHATHAM COUNTY PUBLIC HEALTH DEPARTMENT
CHATHA,NI rICOLtN"rY DIVISION OF ENVIRONMENTAL HEALTH
80 EAST ST., P.O. BOX 130 - PITTSBORO, NC 27312-0130
f PHONE [phone]
PUBLIC FIEALI H
IMPROVEMENT PERMIT DENIAL
5/20/2024
Pea Ridge Developers LLC
PO Box 5548, Cary NC, 27512
Re: Application for Improvement Permit for Pea Ridge Developers LLC. Property location: TBD N Pea Ridge
Road, Pittsboro NC, 27312. Parcel number: 18070 (Parent)
Dear Pea Ridge Developers LLC:
The Chatham County Health Department, Environmental Health Division, on 5/16/2024, evaluated the above -
referenced property at the site designated on the plat/site plan that accompanied your improvement permit
application. According to your application the site is to serve a 2 Bedroom Residence, with a design wastewater
flow of 240 gallons per day. The evaluation was done in accordance with the laws and rules governing on -site
wastewater systems in General Statutes 130A-333 to 345 and 15A NCAC 18E.
Based on the criteria set out in 15A NCAC 18E .0501 through .0602, the evaluation indicated that the site is
UNSUITABLE for an on -site wastewater system. Therefore, we must deny your request for an Improvement
Permit. A copy of the site evaluation is enclosed. The site is unsuitable based on the following:
® Unsuitable soil topography and/or landscape position (Rule .0502)
❑ Unsuitable soil characteristics (structure or clay mineralogy) (Rule .0503)
® Unsuitable soil wetness condition (Rule .0504)
® Unsuitable soil depth (Rule .0505)
❑ Unsuitable saprolite (Rule .0506)
❑ Presence of restrictive horizon (Rule .0507)
❑ Insufficient space for septic system and repair area (Rule .0508)
❑ Unsuitable for meeting required setbacks (Rule .0601 or .0602)
❑ Other( ):
These severe soil or site limitations could cause premature system failure, leading to the discharge of untreated
sewage on the ground surface, into surface waters, directly to ground water, or inside your structure.
The site evaluation included consideration of possible site modifications, as well as use of all possible systems
approved under 15A NCAC 18E. However, the Health Department has determined that none of the above options
will overcome the severe conditions on this site. A possible option might be a system designed to dispose of
sewage to another area of suitable soil such as off -site to additional property.
For the reasons set out above, the property is currently classified UNSUITABLE, and no Improvement Permit shall
be issued for this site in accordance with Rule .0509(a) and (d).
Leading the Charge to a Healthier Chatham
80 East Street, PO Box 130, Pittsboro, NC 27312 • Phone: [phone] • www.chathamnc.oratenvlranmentalhealth

A site classified as UNSUITABLE may be classified as SUITABLE if written documentation is provided that meets
the requirements of Rule .0509(b) or (c). A copy of this rule is enclosed. You may hire a consultant to assist you
if you wish to try to develop a plan under which your site could be reclassified as SUITABLE.
You have a right to an informal review of this decision. You may request an informal review by the soil scientist
or environmental health supervisor at the local health department. You may also request an informal review by
the Department of Health and Human Services' Regional Soil Scientist. A request for informal review must be
made in writing to the local health department.
You also have a right to a formal appeal of this decision. To pursue a formal appeal, you must file a petition for
a contested case hearing with the Office of Administrative Hearings, 1711 New Hope Church Rd, Raleigh, NC
27609. To get a copy of a petition form, you may write the Office of Administrative Hearings, call the office at
984-236-1850, or download it from the OAH web site at http://www.oah.nc.gov. The petition for a contested
case hearing must be filed in accordance with the provision of General Statutes 130A-24 and 150B-23 and all other
applicable provisions of Chapter 150B. General Statute 130A-335(g) provides that your hearing will be held in the
county where your property is located.
If you wish to pursue a formal appeal, you must file the petition form with the Office of Administrative Hearings
WITHIN 30 DAYS OF THE DATE OF THIS LETTER. The date of this letter is 5/20/2024. Meeting the 30-day deadline
is critical to your formal appeal.
If you file a petition for a contested case hearing with the Office of Administrative Hearings, you are required by
General Statute 150B-23 to serve a copy of your petition on the Registered Agent for the Department of Health
and Human Services: Julie Cronin, Office of General Counsel, Department of Health and Human Services, 2001
Mail Service Center, Raleigh, N.C. 27699-2001.
Do not serve the petition on your local health department. Sending a copy of your petition to the local health
department will not satisfy the legal requirement in General Statute 15OB-23 that you send a copy to the Office
of General Counsel, Department of Health and Human Services.
You may call (919.542.8208) or write (80 East St., Pittsboro, NC 27312) the Chatham County Public Health
Department if you need any additional information or assistance.
Sincerely,
Nathan Way �ti `�
Environmental Health Specialist
Enclosures:
1. Site Evaluation Notes
2. Rule .0509 (b) or (c)
Page 2 of 2

15A NCAC 18E .0509 SITE SUITABILITY AND CLASSIFICATION
(a) A site evaluated in accordance with Rules .0502 through .0508 of this Section with all parameters
determined as suitable shall result in an overall site classification of suitable. Any parameter
determined as unsuitable shall result in an overall site classification of unsuitable.
(b) Sites classified as unsuitable may be reclassified as suitable as follows:
(1) when site modifications are made that meet the requirements in Sections .0900 or .1200 of this
Subchapter for the minimum vertical separation to the SWC;
(2) if installation of an interceptor drain will intercept and divert lateral water to prevent saturation
of the wastewater system;
(3) with the use of advanced pretreatment based on the modified siting and sizing criteria in
Section .1200 of this Subchapter; or
(4) with the use of a wastewater system identified or approved in Sections .0900 or .1700 of this
Subchapter
(c) For sites that are classified as unsuitable in accordance with this Rule, a special site evaluation in
accordance with Rule .0510 of this Section may be provided that demonstrates that the proposed
wastewater system can be expected to overcome the unsuitable site conditions and function in
accordance with this Subchapter.
(d) An IP shall not be issued for a site which is classified unsuitable.
History Note: Authority G.S. 130A-335(e)

Auger Boring Locations/
Parcel Number:18070 (Parent) Owner: Pea Ridge Developers LLC Improvement Permit Denial Site Plan
1L
160�
.��! . ..j 'hll 1*IIi L1.t"H! (1, ;,A
Try. Ipjg.6I,�i`r
41ftt�+��
r
13
2 - ■ 12
■ 6
3' •
5
7
+ `
+
8 •15
1 •4 R 1 +14
' Proposed 60' x 80' House
28'
1l�I� Proposed Well
k
—398'
I<
14461
14 to
° Proposed Driveway
1 Ir! I11 01 1 1! &A I. AW 1 1'J i
Legend
■ Auger Boring Sites
■ Address Points N
Building Footprints (2023) Author:r��
41' E
.s Date: �—-
0 2550 100 150 200
Feet

NATURAL HERITAGE PROGRAM
RESOURCE REPORT
FOLLOWS THIS PAGE

a .mil■
t NC DEPARTMENT OF
Si fon! NATURAL AND CULTURAL RESOURCES
■ now
April 4, 2024
John Harman, PE
Consulting Engiieer
2112 White Oak Rd
Raleigh, NC 27608
RE. Firefly OverlooK subdivision
Dear Join Harman, PE
�a
"eput" bw-,tox, Noninl ;l°.ogler)
NCNHDE-25544
The North Carolina natural Heritage Program (NCNHP) appreciares the opportunity to provide
information about natural 'nentage resources for the project referenced above,
3ased on the oroject area .mapped with your request, a query of the NCNHP database indicates that
there are no records for are species, important natural communities, natural areas. and/or
conservation/managed areas within the proposed project boundary. Please note that although there
may be no documentation or natural 'neritage elements within the project boundary, it does not
imply or confirm 'heir absence: the area may not have been surveyed The results of this query
should not be substituted for field surveys where suitable habiiat exists in the event that rare
species are found within the project area, please contact the NCNHP so that we may update our
records.
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 found within the project area or is 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:
nuns-, ,ii,-,V fh s-71J^.s: 3ff._-es 'J r2--rorv: L j. ttQfFl�a�.yfrfl�.itlt?CJC3=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.
The NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve, Registered Heritage Area, Land and Water Fund easement, or Federally -
listed species are documented near the project area
If you have questions regarding the information provided in this letter or need additional assistance,
please contact the NCNHP at natu ai.ne i.a 1. nc.au..
Sincerely,
NC Natural Heritage Program

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -Mlle Radius of the Project Area
Firefly Overlook subdivision
April 4, 2024
NCNHDE-25544
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic
EO ID
Sclentiflc Name
Com. m-on Name
Last
Element Accuracy
Federal
State
Global
State
Group
Observation
Occurrence
Status
Status
Rank
Rank
Date
Rank
Bird
7687
Haliaeetus
Bald Eagle
2i)-'
H
2-High
Bald/Golden
Threatened
G5
S3B.S3
leucocephalus
Eagle
N
Protection
Act
Bird
40096
Haliaeetus
Bald Eagle
2020
L
2-High
Bald/Golden
Threatened
G5
S3B,S3
leucocephalus
Eagle
N
Protection
Act
Natural
8678
Dry-Mesic
---
2010
C?
3-Medlum
-
- -
G4G5
S4
Community
Oak --Hickory Forest
(Piedmont Subtype)
Natural
3972
Dry Oak --Hickory
2010
A
2-High
G4G5
S4
Cornniunity
Forest (Piedmont
Subtype)
Natural Areas
Documented
Within a One -mile
Radius of the Project Area
Site Name
Representational Rating
Collective Rating
Parkers Creek
Ridges
R5 (General)
C5 (General)
Manayed Areas Documented Within a One -mile Radius of the Project Area
Managed Area Name Owner Owner Type
B. Everett Jordan Dam and Lake US Army Corps of Engineers Federal
Lower Haw River State Natural Area NC DNCR, Division of Parks and Recreation State
Jordan Lake State Recreation Area INC DNCR, Division of Parks and Recreation State
INC Division of Mitigation Services Easement NC DEQ, Division of Mitigation Services State
Lower Haw River State Natural Area Dedicated NC DNCR, Natural Heritage Program State
Nature Preserve
Parkers Creek Ridges Registered Heritage Area NC DNCR, Natural Heritage Program Stale
Definitions and an explanation of status designations and codes can be found at httos. /ncnhde.natuieserve otA/beiyg Data query yeneia[ed on April 4. 2024 source NCNHP, W intei (Jdiivaly) _1024
Pledse resubmit your information request it more than one year elapses before project initiation as new information is continually added to the NCNHP ddtabase
Page 2 of 3

Api it 4. 2024
L— NHP Natural Area (NHNA)
r--J Managed Area (MAREA)
F---J Buffered Project Boundary
Project Boundary
NCNHDE-25544: Firefly Overlook subdivision
Page 3 of 3
I).." 1.— 0411 L .. ... ....... ..
L -1.111 1 jl FL,.,A

DETAILED SOILS REPORT,
KSAT, & SFR LOADING
WORKSHEET INFORMATION
FOLLOWS THIS PAGE
L o -iZF

PIEDMONT
6:0 ENVIRONMENTAL
ASSOC I A T E S, P. A.
5/14/2024
Pea Ridge Developers, LLC
Attn: Andrew Ross
P.O. Box 5548
Cary, NC 27512
Project # 3040
Soils Report for Proposed Residential Surface Drip Wastewater Irrigation System
Project Name: Firefly Overlook, Lot 24
A detailed soil evaluation on the above referenced tract was conducted to determine
suitability for a subsurface or surface wastewater system. This report is being prepared to
satisfy the requirements set forth by 15A NCAC 02T.0600 concerning the soils report for
single family surface wastewater systems since this property does not contain enough
suitable soils to support a 5-bedroom subsurface septic system. The location and
characteristics of a site that is potentially useable for a surface drip irrigation wastewater
system was identified. This report details our findings and provides the necessary
soil/site information needed for a surface irrigation system to be designed by a
professional engineer. This fieldwork was completed in April, 2024.
The potentially useable soil area was located in the field and is shown on the
accompanying soils map (Attachment 1). The proposed disposal area is compliant with
buffers for surface wastewater systems. The map also shows the locations where
measurements of saturated hydraulic conductivity (Ksat) were performed.
This site is located in the "Carolina Slate Belt" geologic unit of Chatham County.
Upland soils on the site are generally similar to the Goldston-Badin complex soil series.
These soils have weakly developed subsoils and may be shallow to parent material and/or
lithic contact. Soil wetness indicators may also be present in the subsoils. These types of
soils are generally unsuitable for conventional subsurface septic systems. However, the
favorable soil characteristics of the surface horizons offer the opportunity for surface
application of treated wastewater.
Soil Evaluation
The soil condition of the proposed wastewater area is described with the borings shown
on the attached soils map, as well as in the accompanying Ksat location soil profile
descriptions (Attachment 2).
216 S. Swing Rd., Suite 1 Y.Greensboro, NC 27409 Y. 336-662-5487

The landscape position for the proposed irrigation field is on a broad side slope with a
sandy loam A horizon. We recommend a maximum instantaneous irrigation rate of no
greater than 0.3 in/hr for design purposes. Measurements of saturated hydraulic
conductivity (Ksat) were conducted within the Bt horizon at three locations within the
proposed drip disposal area. The Bt horizon was tested because it was the most
restrictive soil horizon based on texture and mineralogy.
The geometric mean Ksat of the native Bt horizon (most restrictive) was 0.048 in/hr.
Ksat calculations and field data are shown in Attachment 3.
Single Familv Loading Rate Worksheet
A single-family water balance calculation was conducted per the above referenced
regulation. Based on the geometric mean Ksat and our field observations, these soils fall
under Loading Rate Group SFR-B and could therefore be loaded from 19.5-26 in/yr.
Parameters utilized in the SFR Irrigation Area Calculation Worksheet are described
below:
Potential Evapotranspiration (PET) and 80th Percentile Irrigation:
Data from a nearby site (RDU International Weather Station) for a 77 year period was
utilized in the model per NC DWQ policy guidelines for these parameters. This data is
shown in the attached SFR Irrigation Area Calculation Worksheet (Attachment 4).
Drainage Rate and Discussion of Drainage Coefficient Utilized in the SFR Irrigation
Area Worksheet:
We are proposing a drainage coefficient of 9.8%, which results in an actual Annual
Hydraulic Loading Rate of 19.98 inches/year.
Standard Fertilitv Analysis
Soils within the proposed spray area were also analyzed for current fertility conditions.
Because of similar landscape type and management conditions, one composite sample
was used to infer soil fertility status within the proposed dispersal area. The standard soil
fertility analysis was completed by Waypoint Analytical Laboratories, Inc. Soil sample
results are included in "Soil Analysis Report" provided by Waypoint Analytical
(Attachment 5). Base saturation and exchangeable sodium percentage were determined
by calculation to be 53% and 1.41% respectively. Appendix 5 also contains information
on other soil parameters such as specific nutrient indices and pH.
Conclusions
Site disturbance could create unsuitable conditions for the proposed system and should
therefore be minimized prior to construction. A permanent vegetative cover should be
immediately established and/or maintained over the entire application field after
installation.

An individual wastewater system permit will be required for this property prior to
obtaining a building pen -nit. This will involve a detailed evaluation by the state to
determine, among other things, system size and layout, drive/parking and building
location. Only after developing this information can a final determination be made
concerning specifics of system design and site utilization. The letter of denial regarding
subsurface septic systems issued by Chatham County Environmental Health should also
be included in the application for a surface application system.
If you have any further questions, please feel free to call [phone].
Sincerely,
G. Christopher Murray, MS
NC Licensed Soil Scientist
Piedmont Environmental Associates, PA
List of Attachments:
Attachment 1 - Soil Map
Attachment 2 - Soil Profile Descriptions at Ksat Locations
Attachment 3 - Ksat Summary and Field Data
Attachment 4 - SFR Irrigation Area Workbook Pages (Including Project Information,
Potential Evapotranspiration Worksheet, 80'h Percentile Precipitation Worksheet and
Irrigation Area Calculation Worksheet)
Attachment 5 - Standard Fertility Analysis

Attachment 1-Site and Soil Map, Firefly Overlook Lot 24
PIEDMONT Job#3040
ENVIRONMENTAL 216 S. Swing Rd. Suite 1 Date: February, 2024
A S S O C I A T E S. P. A Greensboro, NC 27409 Client: Pea Ridge Dev.
piedmontsoil.com County: Chatham
8024 t
Legend
Proposed House (60'x80')� ; ?► ' ;w
* Proposed Well (50' or 100' Buffer Shown) J 1^'1'';h •+
K Ksat Locations
Surface Drip, Individual Lots
.:] NC DEQ Boring Logs (Depth to Soil Limitation, inches) 1
= Property Line

Attachment 2 - Soil Profile Descriptions at Ksat Locations
Project: Firefly Overlook % Slope: 18%
Site: Ksat Nest 1 Vegetation: Wooded
Name: Lot 24 Conducted By: CM
Date: 8/22/23
Soil Series: Goldston-Badin Complex
N
d
t
U
O
c
O
�
t
C
U
X
O
2
N
�
so
�
AB
0-4
10YR 4/2
Bt
4-15
10YR 6/6
CR
15-18
10YR 6/6
j R
18
Legend:
Texture
s
sand
I
loam
si
silt
sil
silt loam
c
clay
cl
clay loam
scl
sandy clay loam
sl
sandy loam
Sid
silty clay loam
d
C
Q
moist
moist
moist
moist
Structure Grade
Structure Tvve
wk weak
gr
granular
m moderate
pl
platy
str strong
pr
prismatic
cpr
columnar
abk
angular blocky
sbk
subangular blocky
sg
single grained
ma
massive
T
X
F
sil
c
sil
LU
0
Q
of
0
w
N
wk
mod
cture Size
f fine
med medium
PIEDMONT
ENVIRONMENTAL
ASSOC 1 A T E S, P.A.
w
?
N
�
H
Vl
N N
C
N
U
C1
U
N
U c
h Y
}+
c�
N
O
U
O —
N
tO
med
gr
fr ss
sp
med
sbk
vfi vs
vp
structureless
I I
fr ss
sp
Seasonal
Hiph Water Table:
Depth (")
Type (apparent/perched):
I -
Moist Consistencv
fr friable
vfr very friable
fi firm
vfi very firm

Attachment 2 - Soil Profile Descriptions at Ksat Locations
Project: Firefly Overlook % Slope: 18%
Site: Ksat Nest 2 Vegetation: Wooded
Name: Lot 24 Conducted By: CM
Date: 8/22/23
Soil Series: Goldston-Badin Complex
PIEDMONT
ENVIRONMENTAL
ASSO C I A T E S, P. A.
W
O
a
h
O
Q
W
rd
IL
t
o Lo
c
ca
:°
f7
Cn
v,
N
L
X
x
o
cn
co
U
2
rn
AB
0-4
10YR 4/2
moist
sil
wk
med 1
or
fr
ss
Bt
4-15
10YR 6/6
moist
c
mod
` med
sbk
vfi
vs
CR
15-19
10YR 6/6
moist
sil
stru ctu re less
fr
ss
R
19
moist
-
I j
Legend:
Texture
s
sand
I
loam
si
silt
sil
silt loam
c
clay
cl
clay loam
scl
sandy clay loam
sl
sandy loam
Sid
silty clay loam
Structure Grade
Structure Tvoe
wk weak
gr
granular
m moderate
pl
platy
str strong
pr
prismatic
cpr
columnar
abk
angular blocky
sbk
subangular blocky
sg
single grained
ma
massive
cture Size
f fine
med medium
Moist Consistency
fr friable
vfr very friable
fi firm
vfi very firm
u
a
sp
vp
sp
Seasonal Hiah Water Table:
Depth {"J Type (apparentlperched):

Attachment 2 -Soil Profile Descriptions at Ksat Locations
Project: Firefly Overlook % Slope:
18%
Site: Ksat Nest 3 Vegetation:
Wooded
Name: Lot 24 Conducted By:
CM
Date:
8/22/23
Soil Series:
Goldston-Badin Complex
PIEDMONT
ENVIRONMENTAL
A S S O C I A T E S. P A.
LLJ
T
U
Q
y
0
Q
W_11
W
a
V
:+
N
ry
t
U
O O
�
y C
�
•
•
•
m y
N
w
O O
x m
aX
w
H
U
U
U
w c
N Y
O
2C3rL
y
so O
O
O y
`r G'
O
y
H
[J7
In
fn
U
O
fn
AB
0-5
10YR 4/2
moist
sil
wk
med I
qr
fr ss
Bt
5-28
10YR 6/6
moist
c
mod
med l
sbk
vfi vs
CR
28-35
10YR 6/6
moist
sil
structureless
fr ss
R
35
moist
I 1
Legend:
Texture
s
sand
I
loam
si
silt
sil
silt loam
c
clay
cl
clay loam
scl
sandy clay loam
sl
sandy loam
Sid
silty clay loam
Structure Grade
Structure Tvpe
wk weak
gr
granular
m moderate
pl
platy
str strong
pr
prismatic
cpr
columnar
abk
angular blocky
sbk
subangular blocky
sg
single grained
ma
massive
cture Size
f fine
med medium
Moist Consistencv
fr friable
vfr very friable
fi firm
vfi very firm
sp
vp
sp
Seasonal Hiqh Water Table:
Depth {"J Type (apparent/perched):

Geometric Mean Ksat Data, Firefly
Nest
Horizon
Depth(")
Ksat�in/hr.)
iV24-1
Bt
12
0. 77
N24-2
Bt
12
0.017
N24-3
Bt
18
0.036
Geometric Mean Ksat:
Horizon Ksat Onlhr)
Lot 24 Bt 0.048

INFORMATION
SITC IDA
N24.1
LOCATION COORDINATE SYSTEM)
Date
2/5/24
Measortsmanr CAnaLfcteo By
SST
,fah Noma
Flmfly Ouedook
.lot) Number
3040
WB al her CwdlI ion
Tem eratum
Soil
t-b DZDn
6'
Sounx ❑F Wotar
Depth of Hole
12
RadIUS of Hole
2.54
Initial Depth of Water ih Hale !H)
15.24
crn
Final Depth nF Water m Hole IHy
15.24
cm
Ratin H7r
0.0000
Start Saturalan TinIQ
Start tlt Strad Slate Con dlli0n Time
No M Reservopr5 Used at Stead -Slata
A Fa ctor i0 Eq uatlnn [21 Of_W nual
0.001127
Hole Depth:j 12 3048
AVERAGE
cm/hr: 0 450
i n/hr: 0.177
15 24
1524

TION
1
Aj
E
_ IN?4 2
[ConG
m13f�ud��j,By -
WST4
�ST
e /r�
rirerw CIVe k
q�
n Water
(ptoigca
ZQQ
Fid�fusoffe
2S4
initial 9"yo, pF Wralar in Hold I
15 24 cm
Final uv�th 3} Wa[er in Hole (H)
15 24 cm
Ratio Ha
( 60000
5r aiura: n me _
r7Vsp➢I
i�4 'ol Reservoirs used — Sttlau y- ¢are
A iaianr in cuuasrrarr Ir.I of Manual
0,001127
Hole Depth.l i 3 30 48
H,. 6 1524
H,: 6 1524
AVERAGE
cmlhr: 0 044
in/
hr: 0.017

INFORMATION
?JS�GAI
+I
p'2
IUM IS'sOCi��il•1p,7E SYSTEM)
�`I"
_
vieg5urement Conducted By
5I
2f5a4
Job Name
Final IV
-7
ZI,� WI r
a a}l r•t un
Oq1�
S� ftp�fature
1
�faersQr
}
?�Jl jsr
LSeiu.}. o
78Hole Depth
*Am pf fj(yte
i
2.54
Initial pe!a 1% of Walar in Hole (H'
15.24
cm H,
Fir .ii Uepa UI [H'
15.24
cm Hf
Ratio Hlr
I
6.0000
Start Saturation Tirr: _
Start of $S9fiQv Suite Condition Time i {I
No of Reservoirs Useu at SteauV-arere r t,
A factor in Equation [21 of Manual I 0.0011271 1
AVERAGE
cmlhr: 0.092
in, hr: 0.036
18 4572
1524
1524

I SFR Loading Rate Worksheet (15A NCAC 02T .0600 ONLY)
Project Name: Firefly Overlook, Lot 24
Facility Address: Near N. Pea Ridge Rd. and Seaforth Rd.
Pittsboro, NC
County: Chatham County, NC
Prepared by: G. Christopher Murray, L.S.S.
Project Design Flow = 600 gal/day
# of Bedrooms
2 bedrooms
3 bedrooms
4 bedrooms
5 bedrooms
6 bedrooms
ar.axaydT 111401911-1
Required Flow
240 cid/day
360 qal/dav
480 aal/dav
600 ml/dav
720 qal/dav

Project Name: Firefly Overlook, Lot 24
Location of Temperature Data: RDU Int. Airport - Raleigh, NC
Starting Year of Data Record: 1946
Ending Year of Data Record: 2023
Period of Record (years): 77
Source of Data: State Climate Office of North Carolina
Site Latitude (degrees) 35.79 vithin range
Calculated PET: 32.80 inches
Mean Monthly
Calculated
Temperature
Daylight
PET
(degrees F)
Hours 112
Heat Index
(inches)
January
40.5
0.97
0.92
0.28
February
43.3
0.85
1.41
0.43
Mach
50.5
1.03
298
1.17
April
60.0
1.09
5.56
243
May
67.4
1.21
7.96
3.97
June
74.6
1.22
10.53
5.37
July
77.9
1.23
11.76
6.14
August
76.5
1.16
11.25
5.52
September
70.7
1.03
9.10
3.89
October
60.3
0.97
5.67
220
November
50.8
0.86
3.04
0.99
December
43.1
0.85
1.38
0.42
Total =
71.57
3280
SFR-LRW 9-08

SFR Precipitation Worksheet
Project Name: Firefly Overlook, Lot 24
Location of Precipitation Data: RDU Int. Airport - Raleigh, NC
Starting Year of Data Record: 1946
Ending Year of Data Record: 2023
Period of Record (years): 77
Source of Data: State Climate Office of North Carolina
80th Percentile Annual Precipitation: 54.48
80th
%of Mean
Percentile
Mean Monthly
Annual
Monthly
Precipitation
Precipitation
Precipitation
January
3.27
7.45
4.06
February
3.00
6.83
3.72
M arch
3.64
8.29
4.52
April
3.27
7.45
4.06
Mav
3.64
8.29
4.52
.rune
4.02
9.15
4.99
July
5.10
11.61
6.33
August
4.67
10.63
5.79
September
4.07
9.27
5.05
October
2.97
6.76
3.68
November
3.05
6.94
3.78
December
3.22
7.33
3.99
Total =
43.92
100.00
54.48
SFR-LRW 9-08

Project Name: Firefly Overlook, Lot 24
Design Flow = 600 gallday
SFR Loading Rate Group: SFR-B
Limiting Soil K,sar = 0.048 inchlhour
Drainage Coefficient = 0.098
Drainage Rate = 0.1127808
Annual Hydraulic
Loading Rate= 19.98 inchlyr
Irrigation Area = 17,586 square ft
0.40371 acres
inch/day (Form ula:K,,('Drainage Coefficient* 24)
80th Percentile
Vertical
Monthly
Number of Days
Drainage
Precipitation
in the Month
PET (inlmol
(inlmol
hnlmo)
January
31
0.28
3.50
447
February
28
0.43
3.16
372
M arch
31
1.17
3.50
452
April
30
2.43
3.38
406
May
31
3.97
350
4.52
June
30
5.37
3.38
4.99
July
31
6.14
3.50
6.33
August
31
5.52
3.50
5.79
September
30
3.89
3.38
5.05
October
31
2.20
3.50
3.68
November
30
099
3.38
3.78
December
31
0.42
3.50
3.99
TOTAL =
365
32.80
41.16
509
Formulas: (Max
Allowable Irrigation) _ (PET) + (Drainage) - (Precipitation)
SFR Loading Rate Table
SFR
Maximum Annual Geometric Mean
Loading
Loading Rate Ksar Range
Rate
(inlyr) (inlhr)
Group
Low - Hiah 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 02r .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 unitwithin the irrigation area.
SFR-LRW 9-08
Maximum
Maximum Allowable Maximum Allowable
Allowable
Irrigation
Irrigation
Irrigation (Inlmol
inallonsldav)
igallonslmonthl
0.00
0
0
0.00
0
0
0.15
54
1,683
1.75
641
19.218
2.95
1,043
32.341
377
1.376
41.282
3.31
1.171
36,292
322
1,138
35.292
2.22
812
24.360
201
710
22,016
0.59
217
6,515
0.00
0
0
19.98
7162.77
219,000
Required Flow
2 bedrooms 240 gal/day
87.600 gallyr
3 bedrooms 360 gal/day
131,400 gallyr
4 bedrooms 480 cal/day
175,200 gallyr
5 bedrooms 600 gal/day
219,000 gallyr
6 bedrooms 720 gal/day
262,800 gallyr
Maximum allowable irrigation:
219,000 gallyr
The Maximum Allowable Irrigation number must be greater
than or equal to the required flow.

Waypoint(2)
ANALYTICAL
Client :
Piedmont Enviromental Assoc., P. A.
216 South Swing Road
Suite 1
Greensboro NC 27310
Lab No: 25416
Test
Soil pH
Buffer pH
Phosphorus (P)
Potassium (K)
Calcium (Ca)
Magnesium (Mg)
Sulfur (S)
Boron (B)
Copper (Cu)
Iron (Fe)
Manganese (Mn)
Zinc (Zn)
Sodium (Na)
Soluble Salts
Organic Matter
Estimated N Release
Nitrate Nitrogen
2850 Daisy Lane, Wilson, NC 27896
Main 252-206-1721 ° Fax [phone]
www,waypointanalytical.com
"Every acre... Every year®'
SOIL ANALYSIS
Grower : Report No:
24-136-0515.
PIEDMONT ENVIROMENTAL ASSOCIATES Cust No:
06526
Date Printed:
05/17/2024
Date Received
05/15/2024
PO:
Farm: 3040 Page:
1 of 1
Field:
Sample ID: LOT 24
SOIL TEST RATINGS
Calculated Cation
Method
Results
mow Medium Opiir
Exchange Capacity
1:1
4.8
3.1 meq/100g
BPH
6.79
I %Saturation
M3
5 ppm
ill
% sat meq
M3
41 ppm
K 3.4 0.1
M3
238 ppm
Ca 38.4 1.2
M3
40 ppm
Mg 10.8 0.3
M3
10 ppm
H 45.2 1.4
Na 0.7 0
M3
0.1 ppm
M3
0.3 ppm
K/Mg Ratio: 0.31
M3
152 ppm
M3
103 ppm
Ca/Mg Ratio: 3.56 ❑
M3
0.7 porn
M3
5 ppm
®�
LOI
0.1 %
oil
48 Ibs/acre
SOIL FERTILITY GU DELINES
Crop ;
(lb-) LIME (tons)
Crop
l
Comments.
Rec Units:
N P205 K 20 Mg S I B I Cu 1 Mn Zn Fe
1
Rec Units: 1
M3 - Mehlich 3 BPH - Lime Index HIM - Humic Matter LOI - Loss On Ignition 1:1 -Water pH
Analysis prepared by: Waypoint Analytical Carolina, Inc.

DESIGN
CALCULATIONS
FOLLOW THIS PAGE

ENIGNEERING CALCULATIONS
FOR
WASTEWATER COLLECTION, TREATMENT, &
SURFACE DRIP DISPERSAL FACILITIES FOR A
FIVE BEDROOM RESIDENCE
PRETREATMENT FOR 600 GPD;
■ SURFACE DRIP FOR 600 GPD
LOT 24
178 GREEN TURTLE LANE
FIREFLY OVERLOOK SUBDIVISION
CHATHAM CO. N.C.
EMAIL:
OWNER:
PEA RIDGE DEVELOPERS, LLC
ANDREW ROSS, MANAGER
341 KILMAYNE DRIVE, SUITE 201
CARY, NORTH CAROLINA 27511
ANDREW.ROSS@FLOYDDEVELOPME
0 �rli
DESIGN ENGINEER:
JOHN R. HARMAN, P
2112 WHITE OAK RO D
SEAL
RALEIGH, N.C. 27 OS
9810
[phone]
�!1!Ilfillliiaiiaaaaaa
MAY 1, 2024

JOHN R. HARMAN, P.E.
CONSULTING ENGINEER
2112 White Oak Road
Raleigh, North Carolina 27608
(o) 919.818.2077
(f) 919.779.0826
email= L kharmatv3ti(4mail.com
May 1, 2024
Re: Engineering Calculations, System Component Sizing Documents, and Supporting Manufacturer's
Cut Sheets Related to a Proposed Wastewater Pre -Treatment for 600 GPD and Dispersal by Surface
Drip Irrigation Application @ 600 Gallons per Day for a Five (5) Bedroom Residential Lot.
Conceptual Basis of Design:
Proiect Description: The project is described as providing a wastewater collection, septic tank, advanced pre-
treatment (NSF40, or better) components, UV Disinfection, a Flow EQ field dose pump tank, and surface
dispersal by drip irrigation to four (4) field zones.
All system Pre -Treatment components (Septic Tank, EZ Treat Recirc Media Filter, etc) will be suitable for treating
600 gallons per day of domestic strength wastewater from a five (5)) bedroom residential facility, and dispersal to
a surface drip application area for an Average Daily Flow of 600 Gallons per Day.
Surnmary of Svstem Description:
For the construction and operation of a wastewater collection and treatment for 600 gallons per day (GPD) from a
single family residence. Surface dispersal by means of drip irrigation system is limited to 600 gallons per day.
The system shall consist of: a 1,500 gallon baffled septic tank with an effluent filter, a 2,500 gallon (two
compartment) Recirculation/Storage Pump Tank, a Model 600 (600 GPD) EZ Treat Polystyrene Recirculating
Media Filter, dosed by a 20 gallon per minute (GPM) recirculation pump, a flow splitting device, a io GPM UV
disinfection unit, a 3,500 gallon Field Dose Tank. Dispersal of the treated and disinfected effluent will be by
means of surface application via a zoned network of slow release, pressure compensating drip irrigation tubing.,
Application to the dispersal area will be controlled by a rainfall sensor to prevent irrigation during inclement
weather. The system has been designed with the intent of providing no discharge of wastes to surface waters.
Component Sizing-.
• Septic Tank Sizing: 1..g;oo Gallon The Septic Tank proposed for use will be equal in respects to
NCDHHS Approval STB-390, for a 1,5oo Gallon Septic Tank. See Drawings for details.
Recirc Tank & Simplex Pump for EZ Treat Media Dosing ner the NCDHHS Approval:. s a
minimum, equal in size to the Average Daily Flow (600 GPD). The Recirc Pump Tank proposed for
use is a 2,50o Gallon (2 Compartment) PumA Tank. equal in respects to NCDHHS A_D_nroval_
PT-?1 o-4, 5e:r Drawings for details.
Field Dose Tank: The Field Dose Tank proposed for use is a g,5oo Gallon Pump Tank,
ecival in respects to NCDHHS Approval PT-2105. See Drawings for details..

Anti-Buovancv Calculations For Tanks:
-1-wo Gal Selatic Tank: (ST-390; Shoaf PreCast Inc.)= 10.25' x 5.83' x 5.5' x 62.4 #/cf =-20,509 #
(Upward)
Dead Wt. of Tank (Shoaf PreCast, Inc): 13,000# (Downward)
Weight of Soil on Top of Tank: 2.5' x ((10.25' x 5.5')- (2 x 3.14 x 1^2)) x 110pcf = 13,776#
Determine Sliding Resistance (K, Ratio of Lateral to Vertical Earth Pressures ,=0.33; Coefficient of
Friction Against Side of Trench, = 0.5; from Table 3, ACI DD41) Rs=(0.33)x(o.5)x 1/2 x(110-
62.4)(5.0^2)= 98#/l.f. acting along circumference which gives a "Mired In" resistance of 98# x (2 x
10.25 + 2 x 5.5') =3o87# (Downward)
Total Upward Force:-20,509 #
Total Downward Force(s): (1-1000# + 1�776# + .q087#) = 2a.86.q#
Net Downward Forces: 9,354#
Safety Factor: [29863/20509]= S.F. >1.45 O.K.
-2._q00 Gal Recirc Tank: (PT-2103 Shoaf PreCast, Inc.)= 12.50' x 6.5' x 5.5o h' x 62.4 #/cf = -27885#
(Upward)
Dead Wt. of Tank (Shoaf PreCast, Inc): 16000# (Downward)
Weight of Soil on Top of Tank: 2.5' x ((12.5' x 6.5')- (2 x 3.14 x 1^2)) x 11opcf = 2o616#
Determine Sliding Resistance (K, Ratio of Lateral to Vertical Earth Pressures ,=0.33; Coefficient of
Friction Against Side of Trench, = 0.5; from Table 3, ACI DD41) Rs=(0.33)x(o.5) x 1/2 x(110-
62.4)(5.5A2)= 119#/l.f. acting along circumference which gives a "Mired In" resistance of 119# x (2 x
12.5 + 2 x 6.5) =4522# (Downward)
Total Upward Force: -27885 #
Total Downward Force(s): (16000# + 2o6i6# + 4r,22#) = 411i8#
Net Downward Forces: 13253#
Safety Factor: [41138/27885]= S.F. >1.48 O.K.
-_q.r;Qo Gal. Field Dose./Storage Tank: Buoyancy (PT-2105; Shoaf PreCast, Inc.)= 12.5' x 6.5' x 7.33' x
62.4 #/cf =-37163# (Upward)
Dead Wt. of Tank (D. Brantley & Sons, Inc): 19640# (Downward)
Weight of Soil on Top of Tank: 3.0' x ((12.5' x 6.5)- (2 x 3.14 x 1^2)) x 110pcf = 24740#
Determine Sliding Resistance (K, Ratio of Lateral to Vertical Earth Pressures ,=0.33; Coefficient of
Friction Against Side of Trench, = 0.5; from Table 3, ACI DD41) Rs=(o.33)x(o.5)x 1/2 x(110-
62.4)(7.33^2)=211#/l.f. acting along circumference which gives a "Mired In" resistance of 211# x (2 x
12.5' + 2 x 6.5') =8o18# (Downward)
Total Upward Force: -37163 #
Total Downward Force(s): (1c).6do# + 24.740# + 8.018#) _ -,2.,1n8#
Net Downward Forces: 11,535#
Safety Factor: [52,398/37,163]= S.F. >1.41 O.K.
• Pressure Dosing to Media Filter:
• -Per manufacturer recommendations: Minimum of 4 times ADF to Media Filter: 4 x 600 gpd = 2400 gpd
to Media Filter. The Filter is dosed by; 8 sprayers @ 1.7 gpm = 13.6 gpm... dose volume is +/-40 gallons
per dose x 6o doses (max) per day = 2400 gpd (4 times DDF).
• Timer: "On" time = 140 gal/dose / 13.6 gpm] = 2.94 min, or 176 seconds. "Off' time = 30 min -2.94
minutes = +/- 27.o6 minutes, or 1624 seconds. Recirc Ratio = 4. Dosing to the Media Filter will be by
means of the EZ Treat Sta-Rite 0.5 Hp, 20 gpm pump
• Flow Eanalization (EO) Tank/Field Dose Tank- Sizing: (Field ADDIication = 600 GPD)
-Using Guidance of 5-Day Storage Requirement; 5 x 600 gpd =3000 gallon (Min.) Requirement
-Bottom "Dead" Storage Requirement for Pump: 18"; Pump Off Elev = 363.5
-Using the Engineer specified 2,500 gallon Pre -Cast Tank:

Recirc Vol for EZ Treat: 46" length = 72o Gallons; (Note: Required for PreTreatment of 600 GPD)
Balance of this Tank Available for Field Storage: Field Storage Compartment=96"
Emergency Volume Available in 250o Gal Tank above Pump Off Elev, to Inlet of UV: ((368.0-363.5) x
4.5'x 6.0'x8')x 7.48=i615 Gals
-In Addition.... Using the Engineer specified 3,500 gallon Pre -Cast Tank:
Emergency Volume Available above Pump Off Elev, to Inlet of UV: ((368.0-363.5) x 12.o'x6.o')x
7.48=2423 Gals
Total Volume Available for Emervencv Storae_ a Above Pum_n Off: ao:ig Gallons,.
Eauals 6.7a Days (u) 600 GPD
-Vertical Distance for `Dose Enable" Float above "Off': Use 4"= Elev. 363.83
-Set "Peak Float" +/- 12" above "Dose Enable" Float = Elev. 364•83
• Drip Dispersal Unit:
Use a Four (4) zone residential style model as produced by American Manufacturing Co.. and equal in all.
resuects to provisions of IWWS jai-i-R611, or Engineer Aunroved Eaual..
Estimated Reouired Pum.D Conditions: 1d.2 21alh lin 0 142 ft. TDII: Suggested Puma is
PUTURS 1_5,ga112W. as supplied by American Manufacturing Co., or approved equal.
Calculations of Pollutant Removal of PreTreatment Unit:.
The EZ Treat Model 600 Pretreatment System is an Innovated and Approved product sanction for use in North
Carolina under the NCDHHS-Division of Public Health for meeting TS-2 level of wastewater renovation and
pollutant removal (IWWS 2015-03-R2) and is incorporated herein by reference. It is also approved as meeting the
less stringent levels of NSF 40 parameters of treatment (which is the level only required for surface application
systems). The constituent levels required under Technical Standard 2 (TS-2) are as follows:
a. Biochemical oxygen Demand, 5-day (BOD ) <10 mg/l.
b. Total suspended solids < 10 mg/l.
c. Ammonium -nitrogen < 10 mg/l.
d. Either a 50% reduction of total nitrogen (organic + ammonium + nitrate forms) concentration in
the septic tank effluent or a total nitrogen concentration in the effluent from the pretreatment unit
< 15 mg/l.
e. Fecal coliform bacteria densities < 10,000 colonies/100ml.
(Standards are arithmetic means, except fecal coliform is a geometric mean).
Field Aniolication Information:
Application Area (Coverage): 18190 S.F.; ADF= 600 GPD; Lineal Feet of Drip Tubing= 5856 L.F.
Effective Hyd Loading Rate=600/18190=0.033 gpd/sf; Avg. Lateral Spacing: 18190 sf/58561f= 3.11 ft.
Emitter Discharge Rate=o.61 gal/hr.; Area Covered by Each Emitter: 2.0' o.c. x 3.11=6.22 sq. ft.
Instantaneous Loading Rate to Soil: o.61 gph/6.22 s.f.= 0.0131 cf/hr per sf
or 0.157 inch/hr. (Does not exceed Soil Scientist Limiting Value of o.-i in/hr)
-End of Design Calculations �p
John R. Harman, PE
Consulting Engineer
4

A Template for Estimating Critical Flushing Flows & TDH
by Comparative Zone Evaluation Method -rev 101813
Surface Drip-TDH Calcs
John R. Harman, PE
2112 White Oak Road
CELL COLOR LEGEND
Raleigh, North Carolina 27608
= DESIGNER INPUT VALUE
[phone] E-mail: [e-mail]
= AUTO CALC'LD VALUE
= Constant Recommended
Project: FIREFLY OVERLOOK SUB'D;
LOT 24
Date: 4/15/2024 Engr: J. R. HARMAN, PE RALE/GH,NC
ZONE I N F O
# of # Doses
File: TDH CALCS FOR LOT 24-FIREFLY OVERLOOK SUB'D-CHATHAM COUNTY
Zone #
Lin. Ft. Lats Per IDaV
Zone 1
1464 5 2
Classification: Residential
Zone 2
1464 5 2
Daily Flow (gpd):
600
Zone 3
1464 5 2
1 reatment Level: NSt- 4U
Lone 4
14b4l b 2
i ota;s:
Du*b
Max Annual Irrigation Rate (From SFR Worksheet) 19.98 in/year
Irrigation Area Req'd: 17581 Sq.Ft.
Actual Irrigation Area per Layout: 18190 Sq.Ft.
TOTAL # OF SINGLE ZONES:
4
5856 L.F.
# OF DOSES PER DAY: 8
'Actual Dripper Length:
4 OF DOSES PER SINGLE ZONE: N/A
(#OF DOSES PER SET OF DUAL ZONES): 0
Pumps "OFF" Elev.=
363.5 'See Plans
FIELD ZONES: TOTALS: ZONE
1
ZONE 2
ZONE 3
ZONE 4
Length of Dripper Line (ft): 5856
1464
1464
1464
1464
Line Spacing (Spac'g Between Laterals, ft):
3.1
3.1
3.1
3.1 'See Plans
Application Area of Zones (sq ft): 18190
4548
4548
4548
4548
Emitter Spacing (ft):
2
2
2
2
Emitter Flow (gpm): (@0.61 GPH/Emitter) 0.01017
0.01017
0.01017
0.01017
Dosing Flow (Normal Dose) (from Dripnet):
7.32
7.32
7.32
7.32
Return Flushing Flow (from Dripnet):
6.92
6.92
6.92
6.92
Total Emitter & Flushing Flow (from Dripnet):
14.24
14.24
14.24
14.24
Total Head,(ft) Loss Thru Dripper System (from Dripnet)-
105.23
105.23
105.23
105.23
Doses Per Day Per Zone:
2
2
2
2
Gal Her nose per Zone (L 1 uu/o or I-'ermrt AU!-)
75.0
75.0
75.0
75.0
Volume in Laterals & Manifolds (From DripNet):
31.0
23.8
8.9
7.5
Zone Drainage Volume between doses (Assume 60%)
18.6
14.3
5.3
4.5
Min. Dose for 5 times Drainage Volume:
93.1
71.3
26.6
22.5
Pump Run Time Per Dose (min): If Running Single Zone
10.2
10.2
10.2
10.2
Supply Main Inside Dia. (i Rem: 3" or 2 1/2"Sch 40 PVC
1.50
1.50
1.50
1.50
Supply Main Flow (cfs): [@ Flush'g Episode]
0.0317
0.0317
0.0317
0.0317
Supply Main Velocity @ Flushing(fps):
2.6
2.6
2.6
2.6
Supply Main velocity During Dosiing (fps):
1.3
1.3
1.3
1.3
Return Main Inside Dia. (in): Rem: 3" & 2"
1.25
1.25
1.25
1.25
Return Main Flow (cfs):
0.0154
0.0154
0.0154
0.0154
Return Main Velocity (fps):
1.8
1.8
1.8
1.8
PUMP DESIGN CRITERIA:
Supply Design Flow (gpm) at Flushing
14.24
14.24
14.24
14.24
Return Design Flow (gpm):
6.92
6.92
6.92
6.92
Friction Coefficient: [C=120 Conserv; C=140 Accptble To DEH]
130
130
130
130
Supply Length (ft):
224
188
157
123
Supply Head Loss (ft):
5.46
4.59
3.83
3.00
Return Length (ft):
180
138
98
52
Return Head Loss (ft):
2.80
2.15
1.52
0.81
High Pt Elev in Zone
350
356
363
368
Static Head (ft): ELEV. LIFT PUMP OFF TO ZONE H.P
-13.50
-7.50
-0.50
4.50
Drip System Head Loss (from Dripnet):
105.23
105.23
105.23
105.23
Head Loss Thru Hydraulic Unit Allowance (5 psi)
11.55
11.55
11.55
11.55
Desired Lat.Distal Pressure Req'd=7 psi (Berk -Rite Factor)
16.20
16.20
16.20
16.20
TOTAL DYNAMIC HEAD ESTIMATE (ft):
124.94
130.07
136.31
140.48
Pump Operating Conditions 14.24 gpm @
140.48 ft.
TDH
(ZONE 4)
Use American Mfa Co. 314 HD. PUTURS1534112W Turbine Pump

PROJECT SPECIFICATIONS
FOLLOW THIS PAGE

Lot 24-Fireflv Overlook Subdivision
Design Specifications
Five Bedroom Single Family Re 'dence
PreTreatment, Disinfection, & Surface i A v cation
May 1, 2024 +0"Lo. 4011"f ff ��,''••
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Site Preparation and Drainage
1. The contractor shall smooth the disturbed land surfaces after installation of all
components of the wastewater treatment system have been completed, and shall
leave the surface neatly shaped to shed rainwater. All disturbed areas and the
discharge area shall be seeded with grass and covered with straw/mulch.
2. If illustrated on the Drawings, the drip irrigation field shall be protected from
surface flow through the use of surface swales and/or interceptor drains. Surface
swale and interceptor drain shall follow the slope of natural grade (1-2% slope)
and at no point have less than 1 % slope. They are to be located no closer than
25 feet from the irrigation application area. .
3. All utilities including phone, electric and water lines shall be located prior to
installation. If utilities interfere with the system design and components, the
designer shall be contacted.
4. Any additions or removal of soil or other site alterations designated as active and
/or repair drip dispersal areas, shall receive prior approval from the Engineer or
Soil Scientist.
5. After installation of the drip lines, no disturbances such as tilling, plowing or other
potentially destructive activity shall occur in the drip dispersal fields without prior
approval from the Engineer.
6. The project engineer and soil scientist shall inspect and approve or deny all site
modifications after they have been made.
Pipe Installation
Five Bedroom Single Family Residence
PreTreatment, Disinfection, & Surface Drip
Chatham Co., NC Page 1 of 7

7. All wastewater piping connecting the residence, septic tank, recirculation tank,
and pump tank shall be 4-inch diameter Schedule 40 PVC sewer pipe laid at
1.0% minimum grade.
Septic Tank, Recirculation Tank, and Pump Tank
8. The septic tank shall be State approved. The tank will be a 1,500 gallon capacity,
reinforced precast concrete tank with full baffle (Shoaf PreCast STB-390), and
shall have easy access to each chamber from ground level for checking and
pumping. The first chamber of the septic tank will contain 2/3 to 3/4 of the
volume of the total tank and the baffle shall contain a horizontal opening across
the tank at about midway its height. The tank shall be placed at the location and
elevation as required by plans and specifications. The tank shall be properly
sealed using 1" diameter butyl rubber pliable sealant as approved by the tank
manufacturer.
9. At the outlet opening of the precast concrete septic tank, install one Orenco
Residential Biotube° effluent filter (FT-JP-04-NC) or its Engineer Approved
equivalent, and provide easy access to the filter from ground level for checking
and cleaning. The filter shall be provided by the Septic Tank provider and
installed accordance with the manufacturer's recommendations. Substitutions
shall be approved by the engineer in advance.
10. The recirculation tank for the EZ Treat filter dosing shall be State approved and
provided by Shoaf PreCast (PT-2103), or engineer approved equal. The tank will
be a two (2) compartment tank with an internal baffle wall (floor to ceiling) as
indicated on the Drawings with an overall rating of 2500 holding capacity as
approved by the State, and bear the imprint of its DEH approval number clearly
on the exterior outlet end of the tank. Access shall be provided for entry into the
tank directly over the recic pump location and over the splitter valve, and extend
the access openings to 6 inches above final grade. Both sections of the tank
shall be properly sealed using 1-inch diameter butyl rubber pliable sealant as
approved by the tank manufacturer. After joining the tank sections together,
plaster along the joint with hydraulic cement, cement mortar, or other approved
waterproofing sealant. All pipe penetrations in the tanks shall be booted with a
State approved boot and stainless steel strap.
11.The Field Dose pump tank shall be provided by Shoaf PreCast (PT-2105) or
engineer approved equal. and shall be State approved. The tank will be a 3500
gallon capacity (minimum) tank with access directly over the effluent pump and
tank inlet. The access risers shall be 6 inches above finished grade. Both
sections of the tank shall be properly sealed using 1-inch diameter butyl rubber
pliable sealant as approved by the tank manufacturer. After joining the tank
sections together, plaster along the joint with hydraulic cement, cement mortar,
or other approved waterproofing sealant. All pipe penetrations in the tanks shall
be booted with a State approved boot and stainless steel strap.
Five Bedroom Single Family Residence
PreTreatment, Disinfection, & Surface Drip
Chatham Co., NC Page 2 of 7

12. Before backfilling around all tanks, and after all piping has been connected with
and sealed against the tanks, all tanks shall be filled to the outlet level with water,
and shall be observed for 24 hours for leakage. If the water level within the tanks
has changed more than 1/2 inch during the 24-hour inspection period, the tank
leakage tests are considered to have failed, and the tank must not be used until
the sources of the leaks have been found, the leaks properly sealed, and the
tanks retested and the leakage tests are passed. The engineer or his
representative shall be allowed to observe the installed tank/system
configuration, prior to backfiliinq around the tanks. Approved vacuum testing (4
inch Hg for 5 minutes) of any or all tank(s) may be used in lieu of leakage testing.
EZ Treat Recirculation Pump and Control Panel
13.The recirculation tank will contain the recirculating splitter valve and the turbine
dosing pump. The forcemain shall have a drainback configuration without a pump
check valve. The pump vault consists of a high -head effluent pump (Sta-Rite
STEP 30-115 volt for a two pod; or, 20-115 volt for a single pod system), three
float switch assembly all as provided by the EZ Treat Distributor.
14.The control panel shall be as provided for by the EZ Treat Distributor and in strict
conformance with the NC IWWS Approval requirements. A combination EZ Treat
Recirc and Drip Headworks control panel may also be used, if compatible with State
IWWS Approval.
EZ Treat Pretreatment Unit and Recirculation Tank
15.The EZ Treat pretreatment unit shall be as configured and constructed as described
in North Carolina IWWS 2015-03-R1 for the 600 gpd rated modules. The Model 600
has a surface area of approximately 30 square feet and 42 inches in depth. It shall
be timed dosed by pressure pipe distribution network using wide angle spray
nozzles above the media.
16.Two air vents shall be installed for each pod. One air vent shall be located on the
pod, and the other shall be located on the discharge cleanout.
17.The recirculating tank shall dose every 24 minutes for 3.0 minutes at
approximately 126 gallons per dose for a two pod system, or 40-60 gallons per
dose for a single pod system; Under peak water usage, it is the intent that the re-
circulating tank will dose the filter 4 to 6 times for every 1 dose to the disposal
site.
Ultraviolet (UV) Disinfection Unit (if Required)
18. If required by permit requires a TS-2 level of pretreatment or if disposal is by
means of surface drip application, the wastewater will flow by gravity to a single
bulb UV-101 disinfection unit. The UV disinfection unit shall be provided by the
Five Bedroom Single Family Residence
PreTreatment, Disinfection, & Surface Drip
Chatham Co., NC Page 3 of 7

EZ Treat Distributor and shall be installed according to the manufacturer's
specification.
Perc-Rite Headworks Unit, Dosing Pump, and Control Panels
19. The headworks unit shall be a Four Zone Residential Drip Hydraulic Unit. The
headworks unit contains a flow meter, solenoid valves, disk filter and check
valve. The unit shall be provided by American Manufacturing Company, Inc. or
other approved distributor.
20. The flow meter shall be as manufactured by Master Meter or other, as provided
by the headworks unit provider.
21. The filter flush line, return line and each supply manifold for will have a normally -
closed solenoid valve (DH-SOLVLV1) associated with each of them. The
solenoid valves shall be provided by American Manufacturing Company, Inc. or
other approved distributor.
22.The Disk Filter (DF-100-140) shall be placed in the headworks unit between the
pump and drip field to screen out any debris. The filter shall be provided by
American Manufacturing Company, Inc. or other approved distributor.
23.The control panel shall be as provided by the drip system integrator for specific
application to its product and shall comprise of features required in its specific
NC IWWS Approval. A rain sensor (Mini-Clik, Rain-Clik, etc.) shall be provided
for Surface Drip Irrigation projects, and shall be wired into a "Dose Cut-out" relay
to prevent field dosing applications during inclement weather.
24.The drip dosing pump shall be a high head effluent pump and pump 14.2 gal/min
against 142 ft (TDH). The pump shall be a multi -stage effluent pump provided by
American Manufacturing Company, Inc. (PUTURB1534122W).
25.A 3/8 inch or larger nylon rope shall be used to lift and lower the pump into place.
The rope shall remain tied to the pump and to the outlet pipe at the threaded
union for easy access. If a Flow Collar/Cool Guide is to be used, it shall not to be
fixed to the bottom of the tank. This would prevent removal for maintenance.
26. Wire grips, duct seal, or other suitable material shall be used to seal around wire
and wire conduit openings inside tanks and control panel.
27.All metal in tanks shall be stainless steel unless otherwise approved by the
Engineer.
28. All control and power wiring for the entire wastewater disposal system shall be in
compliance with all local, state, and federal regulations, codes and ordinances,
and shall be confined on the site generally to the area of the pump, control floats,
automatic valves, control panel, alarm panel, and related wiring systems. The
Five Bedroom Single Family Residence
PreTreatment, Disinfection, & Surface Drip
Chatham Co., NC Page 4 of 7

installation contractor shall be responsible for the costs of obtaining all power and
control wiring for this system and shall coordinate his work with the owner.
Manifolds and Drip Irrigation Lines
29. The supply lines and return line shall be Schedule 40 PVC, size as noted of
plans.
30. Supply and return lines shall be sleeved using ductile iron or encased in concrete
at the point of any drainage way crossing extending F on both side of the
crossing
31.Air/vacuum release valves shall be placed at the ends of supply and return
manifolds, and housed in plastic valve boxes, extending to ground level.
32. Return Pressure Assembly (if needed) shall be protected by an at grade valve
box.
33.The supply and return manifold shall be 1.0-inch schedule 40 PVC.
34. Each supply and return manifold shall have an air/vacuum release valve. The
air/vacuum release valves (AIRRELEASE1) shall be provided by American
Manufacturing Company, Inc.
35.The air/vacuum release valves and manifolds shall be protected by valve boxes
(DH-VALVEBOX) and easily accessible from the ground surface for
maintenance.
36. The supply manifold (ditto for return manifold) shall consist of one saddle (or tee)
per lateral connection, one ball valve, and one air/vacuum release valve. The
ball valve shall be placed at the inlet of the manifold such that the effluent will
pass through the ball valve prior to entering the saddles (or tees) (see design
detail). This ball valve will also be used for pressure testing the supply or return
mains at startup inspection. The saddles (or tees) shall be placed 4 to 6 inches
apart and, the air/vacuum release valve shall be placed at the outlet end of the
manifold. The air release valve shall be removable for use as a cleanout.
37.The Perc-Rite Pressure Compensating Dripline (08WRAM.6-24V) shall be
installed a minimum of 6 inches below natural ground surface (for sub -surface
systems, or at ground level for Surface Irrigation systems) on contour. The drip
line shall be installed on sub -surface systems with a chain trencher, or vibratory
plow. No heavy machinery shall be used in the drainfield area.
38. No trafficking in the irrigation application area.
39. The Engineer (and the Local Health Department, if applicable) shall be notified
48 hours in advance of intent to install dripper lines to arrange for inspection.
Five Bedroom Single Family Residence
PreTreatment, Disinfection, & Surface Drip
Chatham Co., NC Page 5 of 7

40.The drip emitters shall be placed 2 feet apart along the dripline. The emitters
shall be Netafim Pressure Compensating type and 0.61 gal/hr rated.
41. Driplines shall have a minimum 2 feet horizontal spacing from adjacent driplines,
or as indicated otherwise on the Drawings.
42. The Perc-Rite Pressure Compensating Dripline shall be connected to the supply
and return manifolds using Bioline Insert Adapters (BIOINSERT12X12), Female
Adapter SXT SCH 40, Y2" x'/2" (PVCPRFIP12X12), 1/2" PVC Flex Tubing
(PVC12FLEX), and Bioline Repair Coupling'/2" (BIOCOUP).
43. The return manifold shall consist of one air/vacuum release valve, one saddle
(or tee) per lateral connection, one check valve, and one ball valve. The saddles
(or tees) shall be placed 4 to 6 inches apart and are preceded by an air/vacuum
release valve (see design details). A 1-inch brass check valve and a PVC ball
valve shall be placed following the last saddle (or tee) connection and the return
supply line. The air release valve shall be removable for use as a cleanout.
Five Bedroom Single Family Residence
PreTreatment, Disinfection, & Surface Drip
Chatham Co., NC Page 6 of 7

System Specification Summary
Daily Wastewater Flow (5 Bedroom)
Septic Tank Size
Recirculation Tank Size
Field Dose Pump Tank Size
Gravity Sewer Line (Septic Tank to Recirc. Tank)
Primary Pretreatment Unit
Secondary Treatment Unit -State Approved Media
Pretreatment Unit Flow Rating (Max)
Pretreatment Dose Method
Pretreatment Dose Volume
Pretreatment Dose Duration
Pretreatment Dose Frequency
Dispersal Unit
Average Daily Flow (100% Design Flow)
Dose Method
Average Volume Per Dose
Average Dose Frequency
600 gpd
1,500 gal (min)
2500 gal (Two compartment -See Drawings)
3,500 gal
+/+ 5 ft (4 in SCH 40 PVC)
State Approved Septic Tank
One EZ Treat 600 GPD Pod
600 gpd (max); UV Disinfection: 10 GPM
Timer Controlled
40 gal/dose @ +/- 13.6 Gal/Min
176 sec; or 2.94 minutes
60 doses/day @ 24 Minute Cycle Intervals
American Perc-Rite ; or Equal
600 gpd
Timer Controlled
75 gal/dose
8.0 doses/day
Five Bedroom Single Family Residence
PreTreatment, Disinfection, & Surface Drip
Chatham Co., NC
Page 7 of 7

PRODUCT INFORMATION
MANUFACTURERS
0 & M INFORMATION
FOLLOWS THIS PAGE
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ACCESS FOR
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SHUAF PRECAST SEPTIC INC.
4130 WEST US HWY 64
LEXINGTON, NC 27295
PHONE [phone]
FAX [phone]
W W W.SHOAFPRECAST.COM
1 SHUAF-1,500 SEP11C 1 ANK
�STB-390 NON TRAFFIC
MODEL: TS 1500 STB
NON TRAFFIC
1500 Gallon Sepdc Tank
LIQUID CAPACITY-1,517 GALLONS/AIRSPACE-10'
TANK HEIGHF-70'
BOTTOM OF TANK TO CENTER OF INLET-61'
BOIfOM OF TANK T_❑ CENTER OF OUTLET-59'
LENGTH fU WIDTH kATlq-2 TO I
SIZE OF INLET & OUTLET-3' OR 4' PIPL
TYPE OF INLET & UUTLET-POLYLOCK OR EQUAL (MEETS ASTM C-923)
CONCRETE PSI-4000] TANK WEIGHT- 13,000 LBS.
REINFORCEMENT PER STATE CODE
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MODEL: MS NON -TRAFFIC 2500 PT
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SHOAF PRECAST INC.
4130 WEST US HWY 04
LEXINGTON, NC 27295
PHONE [phone]M
FAX [phone]M
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- NC APPROVAL #: PT - 2103
- LIQUID CAPACITY- 2,549 GALLONS
- GALLONS PER INCH-43.95
- PIPE PENETRATIONS - (MEETS ASTM C-923)
- CONCRETE - 5000 PSI MIN.
-TANK WEIGHT-16,000 #
- TOP - 0,000 #
- BOTTOM - 8.000 #
- REINFORCEMENT PER ENGINEER SPECS
-1 IW BUYTL SEALANT CONTINUOUS IN JOINTS
FLOW TIIMLIIH I
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150" MODEL: MS NON -TRAFFIC 3500 PT
NON TRAFFIC MID SEAM PUMP TANK
- 144' SHOAF PRECAST SEPTIC INC.
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- GALLONS PER INCH - 43.95
- PIPE PENETRATIONS - (MEETS ASTM C-M)
- CONCRETE - 5000 PSI MIN.
-TANK WEIGHT- 18,640#
- TOP - 6,320 #
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Re -Circulating Synthetic Filter
Indiana Manual
DesignGuide
and
Installation Manual
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Models beatingthe NSF mart ara,;; r m ed Class I
bane, or more of the rotlw�jng s!.,nsards:
NSFIANSI 40
NSF/ANSI 245
NSFIANSI 350
E-Z Treat 1212020

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TABLE OFCONTENTS
1 0 Treatment Process Overview
2.0 Design
2.1 Re -circulation Tank Sizing
2.2 Filter Performance
2.3 Operating Costs
2.4 E-Z Treat Loading Rates
2.5 System Overview
0
2.6 Spray Manifold System
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2.7 Filter Media Mattress Material
Ul
2.8 Decentralized Design Options for Commercial,
LQ
Community, or Large On -site Systems
C3.0
Installation Instructions
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3.1 Pre -construction Meeting
�p
3.2 Off Loading Treatment System
W
3.3 Excavating and Installing the Pod
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3.4 Piping the E-Z Treat Pod Supply and Return
3.5 Installing the By -Pass Valve
Vn
3.6 Installing the Re -circulation Pump
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3.7 Setting Pump Control Floats
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4.0 Start-up
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Appendix 1: Model 600 & Model 750 Configurations
Appendix 2: Model 1200 Configurations
A�
Appendix 3: Typical Commercial Configurations
Appendix 4: High Strength Waste Case Study
1
1
2
2
2
3
T
7
8
12
12
12
13
13
13
14
14
15
18
20
22
24

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1.0 Treatment Process Overview
The E-Z TreatRe-circulating SyntheticFiltersystem operates asa roved media, packed bed filter
system. In these treatment systems, larger sollds contained in the applied effluent are
retained withi n the media by filtration, typica I ly in the upper level of the filter media. A bacterial
film forms on the surface of media grainsand provides for removal of soluble organic materfal
and small colloidal matter by absorption by the bacteria in the film. Decomposition of the
absorbed material occurs during rest periods In the filter, when there is no application of
affluent. The organ icmaterial becomes an energy source for the bacteria to maintain them-
selves and produce new cells. Overtime, as the filter matures, the film layer forms through-
outthe depth of the fitter media and by-products of the biological process pass out of the fil-
ter. Fte-circulation otthe water leaving the filter back through the fffter surface provides far
additional treatrrientbythe bacteria in the mediabed, as well as amechanism formoving par-
tially decomposed organic materials, bacterial waste products and otherdebris From the fil-
ter. This keeps the porespaceswithin the madiafrom clogging. Treatmentusing recirculating
mediafltration systems is generally anaerobic process and re -aeration ofthemedia, which
occurs during the resting (non -dosing) periods, is essential for proper treatment.
2.0 Design
Many types of media are Table 1 Indiana Septic Tank Sizes
used in packed bed filters.
Washed, graded sand
was the most common.
Other granular media
used include crushed
glass, garnet, anthracite,
plastic, expanded clay,
expanded shale, open -cell
foam, extruded poly-
styrene, and bottom ash
from coal-fired power
plants.
inlbws
Media characteristics
can limitthe numberof
doses possible. Media
re -aeration mustoccur
between doses. As the
Ill lam' ilpIIQ 12u{ SIEII btti. J mmtmwo cyaon below UK w31� lin m vvGW m T" U Js
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EZ Treat/Indiana required recirculation tank(chamber
Tank/ chamber aesminimum of 1X the design flow.
effective size of the media decreases, the
time for drainage and re -aeration of the
media increases. The BOD5loading should
decrease with decreasing effective size
of the sand.
Call: 703.753.4770 orvisit: ezveat_net
2.1 Re -circulation Tank Sizing
For single-family home systems, the re-
circulation tank is typically sized to be equal
to 1 times the design peak daily flow.
1212020 E-Z

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Z.2 Filter Performance
When treating domestic strength sewage
(300 mg/I BOD5 or less) up to the design flows
and loads, a properly maintained E-Z Treat
Re -circulating Synthetic Filter will typically
perform better than the 30-day average
requirements of NSF Standard 40 Class 1
(25 mg/I CBOD5 and 30 mg/I TSS).
Reductions in the CBOD5 and suspended
solids (TSS) influent concentrations will be
attained within a few weeks of commissioning
and should be consistently achieved overthe
lifetime of the styrene media.
CBOD5 and suspended solids (TSS) treatment
performance in the styrene media is not
subject to significant variation with ambient
air temperature fluctuations-
2. 3 Operating Costs
Powercosts for pumping at3 to4 kWh/day
are in the range of $9 to $12/month.
The E-Z Treat Re -circulating Synthetic Filter
system incorporates technology resulting
from years of independent research in
re -circulation sand bio-filtration. Our system
applies each area of this technology in a pre-
packaged system. This ensures consistent
field performance in reducing BOD, TSS and
Total Nitrogen_ The system addresses media
size and composition, drainage and ventilation,
optimum dosing cycles per hour, depth of
filter media, pre-treatment of effluent,
pre -filtering of effluentto ensure particlesize,
even distribution of effluent overthe media,
and piping design that optimize treatment
within thesystem.
Call: 703.753.4770 orvisit eztreat.net
Table 2
NSF Testing Performance Summary
SOD,
2 r.gil
tiss
2 ;ng/l
90
3 3 mgi'
TUFWditp
2 NTU
=. Cali '
2 VPNr I00ml
pH
S ii- 7 5
Total Nitrogen Reduction
W4
'with optional UV disinfection
2.4 E-Z Treat Loading Rates
In accordancewiththe EPA Design Guidelines
and field testing of the E-Z Treat Re -circulating
Synthetic Filter Model 500 can be continuously
loaded at 750 GPD and 21b BOD_ (Model 1200
can be continuously loaded at 1400 GPD and
4 lb BOD. EPA research and testing has
proven that system designs, such as the E-Z
Treat Re -circulating Synthetic Filter system,
will produce a high quality effluent at loading
rates in excess of 25 gal/ft2/day.
1212020 E-Z

2.5 System Overview
Priorto entering the re -circulating pump tank
the effluent will be treated in an anaerobic
chamber fitted with an effluent filter; this
filter should remove any solids greater
than 1/8" manufacturer recommends
1 /16"_ The second chamberwill be a
re -circulation chamberfitted with a float ball
by-pass valve and re -circulation pump. The
float ball by-pass valve connects, inside the
re -circulation tank, to the 4" return line from
R
the pod. The float by-pass valve maintains a
constant liquid volume in the re -circulation
tank. The float by-pass valve allows the
effluentto be constantly re- circulated through
the synthalic l'ifterdischarging only the daily
forward flow volume after it has passed
through th e pod. In designs using an external
splitter boxthe float by-pass valve would be
elf minated from the re -circulation chant ber.
Standard Model 600 Package:
1 Model 600 Pod
2 STEP-30 Re -circulation Pump,112 HP
3 Float By -Pass Valve
4 Control Panel
5 Septic Tank Effluent Filter (supplied by others)
Standard Model 750 Package:
1 Model 750 Pod
2 STEP •20 Recirculation Pump, %HP
3 Float By -Pass Valve
4 Control Panel
5 Septic Tank Effluent Filter (supplied by others)
Call: 703.753-4770 orvisit eztreat.net
1212D20 E-Z

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STEP-20 Re -circulation Pump
Table 3 Pump Specifications
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Shell Stainless steel
Discharge 10, 20 and 30 GPM models: fiberglass -reinforced thermoplastic; 50 GPM models. stainless steel
Discharge Bearing Nylatron'
Impellers
Delrn'
Diffusers
Polycarbonate
Suction Caps
Polycarbanate with stainless steef wear nng
Thrust Pads
Proprietary specification
Shaft and Coupling
Stainless steel 300 grade
Intake
Fiberglass-rainforced thermoplastic
Intake Screen Polypropylene
Jacketed Cord 300 volt "SOONI"jacketed 10" leads (2-wire with ground); optional 20'. 30', 50" and 100' lengths avaifabk:
Deltin'lisaregrsteredtrademariof S.l Dupont de Nemours 3 Comoany
Nylatmna is a registered trademark of Polymer Corporation
3.T.E P Pius* is a registered trademark of Pentair Water
in order ro provide me best products possible, specifications are subject to change.
Refer to Appendix A for Pump Curves
Call: 703.753-4770 or visit eztreat-net
1212020 E-Z

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E-Z Treat Re -circulation Pump Conti
Model EZ SR-12
Re circulation pump power source terminals T1 3 T2
High Level Alarm (top floa
Low Level Alarm (bottom float) connects to terminals 0 and 2
Wide Angle Pump "ON" i£ 'OFF" timer activation (middle float) terminals 93 and 4
Call: 703.753.4770 orvisit: eztreat.net
12f2020 E-Z

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12/2020 E-Z

Z.6 Spray Manifold System
To maximize the effectiveness of every
cubic inch of the media material, the
Model 600employs a spray manifold
with 8 evenly spaced wide-angle spray PRESSURE }
nozzles and Model 1200 employs 3AJGE
12 nozzles. The nozzles are plastic 1 axi YuVE
construction with a free passage of
0.0625" in diameter; this large free
passage helps prevent nozzle clogging
while maintaining a consistent misting _
spray. The manifold is assembled
with a pressure gauge and valves
allowing for flow rate adjustments.
Model 1200 SPRAY NOZZLE
2.7 Filter Media Mattress Material
The E-Z Treat Re -circulating Synthetic Filter
system employs a manufactured synthetic
media which is encapsulated in a mattress
like container. The mattress is fabricated from
a non -biodegradable; chemically resistant,
loose weave polypropylene material with a
weave pattern at 90-degree intersections
creating 0.078 square openings allowing
effluent and air to flow freely while containing
the media material.
This media is very uniform and provides ample
surface area for biological growth. The media
also has enough voids to accommodate good
air and liquid flow. These void spaces also
allow the passage of very small solids that
would clog many filters. The media is very
lightweight making it resistant to compaction
which can lead to poor air and liquid flows, a
problem that plagues many mediafilters.
The media consists of lightweight, non -
biodegradable plastic spheres.
Call: 703.753.4770 orvisit: eztreat.net
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Polypropylene Mattress Material
12r2020 E-z

2.8 Decentralized Design Options for Commercial, Community, or Large On -site Systems
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1212020 E—Z

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Call: 703.753-4770 orvisit: eztreat.net 1212020 E-Z

Golf Club (Haymarket, VA.) Effluent Dispersal Method: Low Pressure Pipe
Thissystemwas installed attheclub Daily Flow: 20,DOD GPD
Treated Effluent Parameters: BOD5:10 mgl
in 2D09. TSS: 10 mgl
TN: 20 mg1l
Residential Cluster (Lake James, NC) Effluent Dispersal Method: InfiltratorChambers
Daily Flow: 25,000 GPD
This system services a lake -side complex Treated Effluent Parameters: BOD5:10 mgl
consistingofsin glefamilyhomes, apartments, TSS: 10 mgl
community center and swimming pool_ TN: 20 mg1l
Call: 703.753.4770 or visit: eztreat_net 1212020E-Z 13

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Daily Flow: 30,000 GPD
Treated Effluent Parameters: BOD5: 10 mgl
TSS: 10 mgl
TN: >60%
Call: 703.753.4770 orvisit: eztreat.net
12/2020 E-Z

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E-Z Treat Company or its representative will conduct anon -site training with each installer before
they are certified to install E-Z Treat systems. The Design & Installation Manual, the Operation
& Maintenance of the E-Z Treat technology will be discussed on site with the person(s)
pursuing certification. If more than 3 people are being trained on the E-Z Treat te&nology
SDH must be informed in writing 10 days in advance of the event. The training sessions is
required for those that will be designing, installing, servicing, and permitting the technology.
The training will include instruction on proper site prep, locatingpod, equipment handling,
excavation, pod placement, piping, wiring and startLpofthe E-ZTreatsystem. Annual
classroom tra ini ng will be a requirement for i nsta Hers tomaintaintheir certification. Asa
condition of E-Z Treat certification, contractors must have properstate andlocal licenses
and appropriate insurance policies. E-ZTreat distributors wi I I only sell orauthorize
installations by E-ZTreat certified installers.
The E-Z Treatment pod will ship pre -assembled, requiring onlyf eld piping of the pod supply line
and discharge line, installing the rQ-circulation pump, 4" float by-pass valve and the re -circulation
control. When installing the E-Z Treat system tha. order of components instaltation is not
critical and each segment can be installed independently.
3.1 Pre -construction Meeting
A pre -construction meeting required for a
contractor's first installation and
recommended for future installations before
any construction commences. This meeting
is an opportunity for the owner, builder,
engineer/designer, local regulatory agencies,
service provider and installer to clarify
property lines, building location, system
location, power sources, drainage areas, final
site grading and answer general questions.
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3.2 Off Loading Treatment System
The E-Z Treat Re -circulation Synthetic Filter
pod is injection molded polyethylene weighing
a bout300 pounds. Because of the relative light
weig ht a n d tough ness ofth e material, special
handling is not required. Two people can easily
unloadthe pod. Ifmachineryis used tooff load
the pod or transport it to the excavated hole;
nylon straps, chainsor cables used to lift the
pod should be 1n good condition and rated for
•tleast 1000 you nds_ Th a re -circulation pump
and control will be shipped in factory sealed
cardboard box, these items a re not fragilebut
should be handled with reasonable care not
dropped orthrown.
12/2020 E-Z

3.3 Excavating and installing the Pod
The first consideration when installing the
E-Z Treat pod is to assure the pod is not
located in a drainage area and the pod is
located above the seasonal highwater
table, this will protect the pod from floating
and prevent surface water infiltration.
■ Excavate a hole approximately
6'Wx91x4'H.
+ Place 3/4" to 1"stone or equal to a height of
4" in the bottom of the excavation forming
a level base for the pod to set, this wiff
prevent settling of the pod and allow for
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rocks and foreign material. Do not compact
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adjust the pod to slope 1" toward the 4"
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3.4 Piping the E-ZTreat Pod Supply
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in the re -circulation tank_
LU
■ Attach 1" PVC supply line between the 1"
inletonthe pod and the re -circulation pump.
LU
3,5 Installing the By -Pass Valve
The by-pass valve is located in the re-
circulation tank and one side is connected
to the 4" PVC drain line coming from the
pod and the other side is connected to
the 4" PVC effluent discharge line or into
the effluent pump tank.
t
Model 600 Pod 4' outlet
Floe
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Call: 703.753.4770 orvisit: eztreat.net 1212020 E-z 13

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3.6 Installing the Re -circulation Pump
Connectthe 1 " PVC pipe between the inletof
the pod and the re -circulation pump.
Always provide a quick disconnect device for
removing the pump, this can be accomplished
with a union, camlock coupler or pitless
adapter.
DO NOT instal I a check valve in the pump
supply line this will prevent the supply line to
the pod spray manifold from draining and
may causefreezing.
3.7 Setting Pump Control Floats(seepage6)
The control panel will come with three liquid
level floats:
1. Low Level Alarm Float protects the
pump from run dry damage by turning
off the pump and sound an audible
and visual alarm. Set float to activate FloatSettings
if the effluent level drops to 4" above
the pump intake.
2.Timer Enable Float activates the
pump runtime and assuresthe pump
only runs when there is sufficient
effluent in the re -circulation tank. Set
floatto activatewhen effluent level in
the recirculation tank is fil led to 50%.
High LevelAlarm Float will sound an
audible and visual alarm when the
effluent in the re -circulation tank is
too high_ Setfloat to activate when
the effluent level in the in the re-
circulation tank is level with the top
of the by-pass valve.
Call: 703.753.4770 orvisit eztreat.net
so is 1
Liquid Level
Wide Angle
Float
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Low Level
Alarm Float
4' above pump inlet
High
Level
Float
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1212020 E-Z

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Septic Tank and Re -circulation Tank
The septicand re -circulation tan kshall be
inspected prior to start up to:
1. Verify the lid and riser assemblies are
watertight. Check for any damaged, water
weeping marks, holes orcracks. Thesys-
tem must remain watertight to perform
properly.
2. Inspect the outlet effluent filter installation
to insure it is installed in accordance with
the effluent filter manufacturers specifi-
cations.
3. Inspect the liquid level in the recirculation
tank, the liquid should be sufficient to
activate the Timer Enable Float.
4. Inspect the location of the float controls_
Theyshould be securely attached to the
float bracket, free to float without
obstructions and the location ofthe floats
should correspond with the float diagram
on page 10.
Power Supply
1. Verify the main power supply to the re-
circulation panel has property sized
breakers, the proper voltage and is
installed in protection watertight conduit.
2. Check the voltage and motor amp draw. If
the readings are beyond the limits speci-
fied on the pump have an electrician check
the main service line feeding the system
control panel.
By -Pass Valve
1. Verify the main power supply to the re-
circulation panel has properly sized
breakers, the proper voltage and is
installed in protection watertight conduit.
2. Check the voltage and motor amp draw. If
the readings are beyond the limits specified
on the pump have an electrician check
the main service line feeding the system
control panel.
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Flush the Spray Manifold
1. At initial system start-up, remove the end
capsfrom the spray manifold. Operate the
re -circulation pump by turning the pump
control to the "HAND -ON" position. Let
the pump run for one minute then turn the
pump control tothe "OFF" positian repeat
this procedure three times to flush any
construction debris such as dirt or pipe
shavings from the spray manifold. Replace
the end caps hand tight —do not use
wrenches or pliers. Re -set the pump con-
trol selector switch to the `AUTO" position.
2. Using the ball valve located in the manifold
supply line adjust the manifold pressure to
20 to 25 PSI.
3.Observe the system as it re -circulates.
Visually verify all liquids flows freely
through thesystem.
Setting the Re -circulation Pump Control
1. Check the functions of the E-Z Treat
Re -circulating Synthetic Filter control panel.
Control: Main Control "ON/OFF" switch
Function. Turns power ON or OFF
Control System Setting Switch
"MANUAL ON" and "AUTO ON"
Function "MANUAL ON" overrides all float
switches and time clock switches. 'AUTO ON"
allows for normal operations dictated by the
time clock and float switches.
Control Timer
"MINUTES ON" and "MINUTES OFF"
Function Controls run time of re -circulation
pump i.e. GPD re -circulated through media
Cant of HighandLow Water Alarm"ALARMOW,
"ALARM AUTO"and "ALARM SILENCE"
Functior "ALARM ON" will manually turn on
the audiolvisual alarms. "ALARM AUTO" is the
normal operational setting and "ALARM SILENCE"
turns off the alarms.
2. Check re -circulation pump. Place the system
in the manual mode byturning the recircu-
lation pump switch to "ON". The recircula-
tion pumpshould begin tosupplyeffluent
to the spray nozzles in the treatment pod.
IM020 E-Z

Control Panel/Pumps/Alarms
1. Place the system in the normal operating
mode by turning the re -circulation pump
switch to "AUTO". Verify the timer
ON/OFF set the ON/OFF time to match
Table 5below.
2. Verifytheaccuracyofthe system ON/OFF
Timer. To accomplish this use a stop
watch and verify the length of time the
re -circulation pump is OFF then verify the
time the re -circulation pump is ON. Those
times should match the ON/OFF Timer
settings in the control panel.
3. Confirm the operation of the visual and
audible'HIGH" and "LOW"water alarms.
The control has an alarm switch clearly
marked Alarm "ON", Alarm AUTO" and
Alarm "SILENCE". PlacetheAlarm Switch
in the `ON" position, you will hear a loud
buzzerand see a red flashing light. Move
the switch to the Alarm" SILENCE"
position the red light and buzzer will go
dormant. Once the alarms have been
triggered return all settings to their
original position of Alarm "AUTO"
4 Verifij the floats are operational by manually
raising and lowering the floats to simulate
thesystems normaloperation. VeOyproper
operation of "High Level Float" by lifting
the float while the system timer is in the
"OFF" time mode, the re -circulation pump
should turn on overriding the "OFF'timer,
the Visual and Audible alarms should
activate. Return the float to its normal
position the re -circulation pump will turn
off. Resetthealarms and manuallylower
the "Low Water Float" with timer in the
"ON" mode, the re -circulation pump will
turn offandthe visual/audible alarms will
activate_ Return the float to the normal
position and the re -circulation pump will
run. Reset the Alarms.
5. Verify all control breakers are in the "ON"
position and all control switches are in
the "AUTO" position before closing and
securing the system
Timer Settings default settings for 600, 750, 1200 are 2.5 minutes ON, 12 minutes OFF
These settings may need to be adjusted based upon homeowner usage, refer to
manufacturer for adjustment of settings.
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1212020 E-Z 16

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Re -circulation PumpTimer example
Light will burn Green to ind;cafe Re -circulation Pump is OFF
Lignt will burn Q Eto indicat
Re -circulation Pumps �w.
Rotate dial to desired minutes ON
Clock face screw will change
the clock face from a maximum
time of 15 units to a ma)dmum
of 30 units Always set the clock face to 30
Calf: 703.753.4770 orvisit: utreat_net
Window will display OFF 'SEC 'MIN" or "HR"
Rotate OFF screw until "MIN" appears in window
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K. OF= screw displays
seconds, minutes or pours.
f Window will display ON
- "SEC", "MIN" or "HR"
Rotate ON screw until
` MIN" appears in window.
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ON screw displays seconds, minutes or hours.
Rotate dial to desired minutes OFF.
12/2020 E-Z

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Nora NDt a Complete library of DDssible configurations CDnract F-Z Traar for more information
Drawings are available "n CAD and PDF
1 -Pod / 2-Tank with Simplex Timed Dose Re -Circulation Pump
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2-Pod / 2-Tank with Simplex Timed Dose Re -circulation Pump
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Call: 703.753.4770 orvisit: eztreat.net 12/2020 E-z

ODeratian and Niaintenanee E-Z Treat Sand- Media Filter
17g1-'i3-4'7U
E-Z Set Company requires regular inspectiG acid mairiterww of the E-7. Treat Re-
Circuladag Sand; :Nledia Filter, -is a condition of purchase and onaoing Operation
omp#iance. The mandatory iervite contact will prrc`;ude a performance basal system
m-3pEc-ion. ;1 he izv�;ee tre trar%! l and b-, E-Z Sel Compar v
All inspection and maintenance reports must be =onward, along with any additional
documenmtion, to E-Z Set Company, the local authorized E-Z Treat Dealer and all
required or designated regulatory agencies.
The following is - list ortbc routine maintenance and cleaning procedures that are
required by E-Z Se'. Camp&iy. Failure to perform the required sysr= maintenam;e could
reduce the desired perforrtrance o f the system and will void the warranty on the 1 -Z Treat
Sand Filter System.
Semi-anoust ss■pectic es the rrrst veae ui-2"rstkims sod hereafter.
E-Z Treat Re -Circulating Sand.•'Madia Filter Model it 0600
Capacity of Model 40600 - 700 GPD Residential Strength Cffluent
E-Z 1'reat'Rc-Cumulating SandiNfedia Fik,er Model # 1200
Capacity of Model 01200— 140D GPD Residential Strength Effluent
5entic Tank
The septic and re -circulation tank shall be inspected .annually to ensure they are operating
properly. Remove the access covers over the tank openings to perform the inspection.
I. Verify the lid and riser assemblies are watertight. Check for any damaged,
water weeping marks, holes or cracks. The system must remain watertight to
perform properly.
'. Remove, clean and replace the outlet effluent filter in accordance with the
instructions provided by the effluent filter manufacturer.
3. Inspect the liquid level in the septic tank, it should be level with the bottom of
the outlet pipe.
4. Inspect the effluent and scuin layers in the septic tank. Look for oil or any
other contaminants that are not normal-
?- Verify the tank has received its scheduled ;lumping and cleaning. Check the
solids layer in =ch of the tanks, If the solids layer is excessive have the tank
pumped.
Re-Circulatlun Tank
The re -circulation tank shall be inspected annually to ensure it is operating properly.
Remove the access covers over the tank openings to perform the inspection.
Verify that the lid and riser assemblies are watertight. Check for any damaged, water
weeping marks, holes or cracks, the system must remain watertight to perform properly.

0oeratiun and Maintenant:t F-Z t rtut sand Media Filter
Re -Circulation Tank
J. Inspect the liquid level in the re -circulation tank, it should be level with the
bottom of the outlet pipe.
2, At initial Starting -Up of :he system removc the end zaps iMm She spray
manifold. Operate the re-circ pump by turning t ,e pump zontroi to the "Hand -
On" position. Let the pump run for I (one) minute the turn the pump control
to the "Ofl" position rep. -at this procedure three [irnes to slush any
construutton debris such as dirt or pipe shavings from the spray manifold.
Replace the end caps "Hand Tight" d:r not use Wmnehes or pliers. Re -set the
pump controt salectur switch to the "Auto" position.
3. inspect the float ay -pass valve. Manual!y start the re -circulation pump and
observe the float ball valve, the call s}:auld drop as tha liquid in the re-
circulation tank drops the aMuent returning from the sand Rlter pod should
Clow back into the re -circulation tank and should not flow out the discharge
pipe.
4. Verify that all the re -circulation pump floats are in good condition, properly
secured to the float bracket and are able to move freely within the re-
circulation tank.
5. Observe the system as it re -circulates. Visually verify all flows thru the
system.
Control Panel/Pumas/Alarms
1. Check the functions of the E-Z Treat Sand Filter control panel.
Control: Main Control "On/Off Switch"
unction: Turns Power ON or OFF
Control: System Setting Switch 'Manual ON" and "Auto On"
Function: "Manual ON" overrides all Float Switches and Time Clock
Switches "Auto On" allows for normal operations dictated by the Time Clock
and Float Switches.
Control: Time Clock "Minutes On" and "Minutes Off'
Function: Controls run time of re -circulation pump i.e. GPD re -circulated thru
media
Control: Ifigh and Low Water Alarm "Alarm On", "Alarm Auto" and
"Alarm Silence".
Function: "Alarm On" will manually turn on the dudiolvisual alarms. `'Alarm
Auto" is the normal operational setting and "Alarm Silence." turns off the
alarms.

Operation and Maintenamee E-Z Treat Sand; Media Filter
1-n1.3-'53--1-70
Check re -circulation pump. Place the system in the manual mode by turning the re-
circulation pump switch to "ON". The re -circulation pump should begin to supply
effluent to the spray nozzles in the treatment pod.
2. Check the voltage and motor amp draw and record titc readings. If the readings
are beyond the limits of the NEC recommendations, have an electrician check the
main service line feeding the system control panel.
3. Place the system in the normal operating mode by iumiag the re -circulation pump
switch to "AUTO". Verify the Time Clock WOFF settings are the same as set at
system start-up. Record those timer settings in the system log.
4. Verify the accuracy of the system ON/OFF Timer Clock. To accomplish this use a
Ytop watch and verify the length of time the me Circulation pump is OFF then
verify the time the re-circ tMDn pump is ON. those times should match the
ONIOFF Timer Clock settings fn the control panel.
Re -Circulation Pump Time Clock
Light Will Burn Green to Indicate Re -
Circulation PumD is OFF
Light Will Bum RED to Ind!,
Re -Circulation Pump is ON
Rotate Dial to Desired Minu
Window Will Display OFF See., Min. or Hr
Rotate OFF Dial Until Min. Appears In INindow
Clock Faco Dial Will Change the Clock Face
From a Maximum Time of 1.5 Units to a Maximum
of 30 Units. Always Set the Clock Face to 30.
F Dial Seconds, Minutes or Hours
r Will Display ON See., Min. or Fir.
)N Dial Until Min. Appears in Window
N Dial Seconds, Minutes or Hours
ired Minutes OFF

5. Confirm the operation of the visual and audible 'I 1IGN'- and "LOW" water
alarms. The control has an alarm switch clearly marked Alarm -ON", Alarm
"Auto" and Alarm "Silence" Place the Alarm Switch in the "ON" position, you
will hear a loud buzzer and see a red flashing light. NTove the switch to the
Alarm" Silence" position the red light and buzzer will go dormant.
6, Once the alarms have been triggered return all settings to their original position of
Alarm ".AUTO" (If applicable, verify the operation of the telemetry unit by
checking the alarm notations on the website.)
7. Verity the float} are operational by manually raising and lowering the flows to
simulate the systems normal operation. Verify proper operation of -High Lcvel
Float" by lifting the boat while the system Timer Clock is in the "OFF" time
mode, the re -circulation pump should turn on over riding the "OFF" timer, the
Visual and Audible alarms should activate. Return the float to its normal position
the re -circulation pump will turn off. Reset the alarms and manually lower the
"Low Water Float" with Timer Clock in the "ON' mode, the re -circulation pump
will turn off and the visual/audible alarms will activate. Return the float to the
normal position and the re -circulation pump will run. Reset the Alarms.
9, Properly re -install and secure all tank accesses!
E-Z Treat SanditIedia Filter
The E-Z Treat Sand Filter should be inspected to ensure it is operating properly. Remove
the pod cover to perform this inspection.
Take a grab sample of the effluenr check for
a_ Odor, the effluent may have an earthy or musty smell there should be
no strong, or offensive odors present.
b. Color, the effluent should be clear and absent of any color.
c. Solids; there should be no visihie suspended solids
d. Solids, let sample set for 15 minutes, there should be no visible settling
of solids.
e. Test the pf 1, it should measure 6.9 to 7.5
If there is odor, color or solids clean the media.
If the Ph is below 6.9 reduce the w-circulation rate by increasing to "Off'
time on the Time Clock Control. Recheck the Ph in 90 days.
2. Observe the spray distribution nozzles during operation. Ifa nozzle appears to
be clogged or if the spray pattern is not uniform, remove the nozzle and clean
the nozzle using a pipe stem cleaning brush.

Operation and :Maintenance E-Z Treat 5and!fkledia Filter
3. Rocord the pressure reading on the distribution manifold gauge. Compare that
pressure to the pressure recorded at the previous inspection. The pressure
should read 18 to 27 PS[.
a. Verify the pressure gauge on the spray distribution manifold is
performing properly.
b, Verify the flow rate at the spray nozzles (it should be 1.75 to 2 GPM).
c, Verify the re -circulation pump is the same make and model pump that
was specified for the original installation.
d. Verify the re -circulation pump is performing in accordance to the
pump manufacturers' specifications including amp draw and flows at
specific pressures.
e. IF :he pressure is above the prior recording or above the start up
setting, open the ends of the distribution manifold lines, manually start
the re -circulation pump and allow it to run for 5 minutes. This should
Flush out he spray distribution lines. If the fissure remains too high,
after cleaning the spray nozzles and flushing he zpr3y distribution
lines, adjust the pressure to the desired PSI using the ball valve on the
main spray distribution supply line.
f. If the pressure/flow is too low check for cracks, breaks or obstructions
in the main distribution supply line.
4. Verity the treatment pod is properly draining by looking down the pod side
wall vents, there should be no standing water, the bottom of the pod should be
visible.
5. Visually inspect the surface of the treatment media for:
a. Holes, tears, loose seams
b. Foreign material
c. Black color on media (media should have light brown tint)
d. Excessive bio mat growth
e. Ponding
f. Clumping of the media.
Vote: lfany ofilmse conditions exist Ilse media needs to be cleaned or reolaced.
6. Lift the corners of the media mattress and visually inspect the sides and
bottom of the treatment media for:
a. Holes, tears, loose seams
b. Black color on media (media should have light brown tint)
c. Excessive bio mat growth
d. Clumping of tite media.
Note: Wane of these conditions exist the media needs to he cleaned or rcrnlacod.

Cep ration and Maintenanct E-Z Treat 5and'Nledia Filter
Cleanine the Filter Ytedin
Depending upon influent strength and influent volumes, excessive biological growtn can
accumulate inside and on the surface of the media filter after 3 to 5 years of use. Cleaning
of the media is a very simple and easy 10 step process,
Step One: Turn off power to any discharge pump.
Step Two: Remove the treatment pod cover and remove the spray distribution
manifold,
Step Three: Connect wash down hose to the main spray distribution supply line.
Step Four: Manually turn on the re -circulation pump.
Step Five: Pmgsure wash the surface of the media mattress, the wash water will
drain into the re -circulation tank and will be re -used as wash water.
Step Six: Roll the media mattress and wash the sides and bottom of the media
mattress.
Step Seven: After the media is completely cleaned properly place the media
mattress in the treatment pod.
Step Eight: Re -install the spray distribution manifold.
Step Nine: Pump out and clean the Re -Circulation Tank removing all the wash
down water. Pump out the Septic Tank.
Step Ten: Turn on power to discharge system and return the treatment system
from Manual mode to Automatic mode.

Operation and .Vlaiitteminci: E-Z fre:•lt Sand tlediu hiller
- ---- F
lienlucenient of tiledia Ylatiress
If the Filter Media is exposed to excessive concentrations of petroleum products; paints,
glues, waxes etc. it wilt become necessary to replace the media. The mptacement process
it is a very fast and simple. Removing the media mattress should be performed by service
agents that are trained and certified by E-Z Set.
Step One: Turn off power to recirculation pump, discharge pump and controls.
Step Two: Purnp the Sep*--ic tank and re -circulation tank to assure continued
service by residence during the replacement.
Step Three: Remove the spray distribution manifold.
Step Four: Lift the media mattress out of the filter pod.
Step Five: Place the mattress into the fiberglass Transport Container provided by
I -Z Set Company. The Transport container is easily hauled in a pickup truck or
on a light duty trailer.
Step Six: Install new Filter Media and replace distribution manifold.
Step Seven: Reset all system control settings to "AUTO" and turn the main
power switch to the ON position.
Once the mattress is returned to E-Z Set the material will be sent to the nearest re -cycler
to be reprocessed and sold on the open styrene market, disposal of this product is easy
and economical.
7

-�oeAMERICA.N
♦ Manufacturing Company, Inc.
DRIP DISPERSAL SYSTEMS
RESIDENTIAL
PERC-RITE
t

PERC-RITE® is a unique Fluid handling system for the dispersal of septic tank effluent wastewater into
soil. The system incorporates filtration, time dosing and low rate drip distribution tubing. In conditions
where aerobic dispersal; such as low pressure distribution of septic effluent, is required or where land
application with the use of conventional soil absorption fields is not acceptable, PERC-RITE' offers a
method for subsurface & surface dispersal of the wastewater
PERC-RITE® accommodates all pretreatment processes including septic tanks, aerobic treatment units,
lagoon, and media filtration. Only primary treatment; the removal of large settled solids, of the sewage
is necessary for the operation of the system. Local soil and site conditions may require additional
treatment for excessive organics, nutrients, F.O.G or other contaminants. American Manufacturing
works with manufacturers of all quality septic tanks, NSF40 and NSF245 equivalent treatment
systems.
Cost -Effective and Economical
• Scalable (As your family and house
grows)
• Reduced engineering time due to pre-
engineered & integrated components
• Smaller drain field area
• Low operation and maintenance costs
Green and Sustainable
• Low energy consumption
• Minimal site disturbance
• Reduces sediment runoff
• Groundwater recharge
• Nutrient reduction TN & P
■ Landscape and tree preservation
A high head submersible pump installed inside a Coolguide'" delivers effluent to the filtration unit. To
minimize operational costs the disc filters automatically back flush at the beginning of each dose and
periodically during dosing. Accumulated solids from the filters are returned to the pretreatment unit.
DI.A PIPE
TO CENT°AL NIT
HATER
TIGHT_-
SEAL

PERC-RITE® drip dispersal systems provide a user friendly operator interface. Each mechanical
component has a Hand -Off -Auto switch which may be used to manually override and test the system.
PERC-RITES control panels may also be equipped with optional equipment including blower and
treatment system controls. Remote alarm notiftcation, monitoring and remote control is
provided as an option through; CONNECT -RITE, our integrated cellular. Wf-Fi or Satellite
communications package.
Bioline— drip tubing regulates the amount of effluent to be discharged from each emitter_ The emitters
maintain a constantflow rate over pressure ranges of 7to 70 psi which guarantees equal
distribution across the dispersal area.
DRIPPER FLOW RATE VS_ PRESSURE
1.1 F
QB -
ii 0,7
OS
3 as
0 63
OL2 1 1 1
%1
1 r l
0
id►
PRESSURE (psi)
Drip dispersal fields with discernable slopes must be
designed with the American Manufacturing Top
Feed Manifold system to control drain down which
may overload the lower laterals in a zone after the
pump shuts off.
Patent Nos. 5,200,065 • No. 5,984,574B • 6,261,452B1

CONTROLS
American Manufacwnng Company, Inc. can design and build almost any ansite wastewater or
water system control panel. Our staff is comprised of professianal engineers, designers, soil
scientists, and technically trained sales people with extensive experience in eantroI systems.
our 0l jective is to provide reliable, economical, and efficient control -devices for fluid
handling, We inventory many standard control panels and are able to manufacture special
panel, in a very timely manner due to our modular design and manufacturing methods.
PACKAGES
American Manufacturing Company, Inc. manufactures many specialty -Site Wastewater sys-
tem packages including Recirculating Sand Filters, pump stations and the PERC-RITE9 drip
dispersal system_ American can also fabricate skid mounted pump and contro f systems, test them
in House and ship the complete assembly ready for installation.
CATALOG
American Manufacturing Company, Inc. manufactures specialty On -Site Wastewater
products including the Bull RunTm Valve, Dial-A-FlowT�1, Cool Guider`{, and Poly Distribution
Boxes.
If you need a product or information not shown in our catalog or on our websitL please contact
our sales or engineering team and we will do our best to get you what you need.

AMERICAN ONSITE CONTROLS
AMERICAN 1iMANUEACTURING COMPANY INC.
P.0 BOX 97 ELKWOOD, VLF 22718-0097
f300) 345-31,32 www.americanorsTi e.carr
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NOTES: i PHASE OPTIONS A„I,L,R, %(30,76,UV' (2TANK)
I- PLEAS= REVIEN AL PAC AND ANC+ iNSER>a IN !'HIS HANUA,q�(_
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FOR )ETAI}-ED COWPONENT TORQUZ 3PEBIFICA WNS c ' L us qhr• URA M er ACa 2M
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CGPYRfGH702008 AMERICA,1 Si, ANUrA.T:,'F(IY{: GOMPANS'.INC.'s'I/WIo�Cdlu��AvY9CADL[ZSYP�L�4��hWy�TdelilOT 1Y.dK l

CONSTRUCTION PLANS FOR A WASTEWATER TREATMENT
SURFACE DRIP IRRIGATION DISPOSAL SYSTEM.
FOR A FIVE BEDROOM RESIDENCE
LOT 24; 178 GREEN TURTLE LANE; CHATHAM COUNTY, NC
SITEUS 64
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'NOTES:
1) SITE DATA WHICH INCLUDES PROPERTY BOUNDARIES, TOPO, UTILITIES, ROADS, AND OTHER SITE
FEATURES WERE OBTAINED FROM CHATHAM COUNTY GIS DATA AND ARE SHOWN TO DISPLAY
GENERAL SITE CONDITIONS AND ARE PRESUMED TO BE ACCURATE. LOCATIONS OF PROPOSED
STRUCTURES (HOUSES, DRIVEWAYS, AND WELLS) ARE SUBJECT TO MODIFICATION IF WITHIN THE
CONTEXT OF APPLICABLE RULES FOR SETBACKS.
2) ALL SEPTIC SYSTEM COMPONENTS TO INCLUDE TANKS, PUMPS, MANIFOLDS, AND SYSTEM
CONFIGURTION ARE APPROXIMATE AND AS SUCH NO SPECIFIC ACCURACY EITHER VERTICAL OR
HORIZONTAL IS IMPLIED. SUITABLE SOIUDISPOSAL APPLICATION AREAS HAVE BEEN LOCATED BY
PIEDMONT ENVIRONMENTAL ASSOCIATES, P.A. (OAK RIDGE, NC) (SOIL SCIENTISTS).
3) PROPERTY AND EASEMENT BOUNDARIES SHOWN ON THESE PLANS ARE APPROXIMATE AND ARE
NOT INTENDED FOR LOCATING PROPERTY OR IDENTIFYING PROPERTY LINES, CORNERS, OR
EASEMENTS. THIS IS NOT A SURVEY.
OWNER:
PEA RIDGE DEVELOPERS, LLC
c/o Andrew Ross, Manager
341 Kilmayne Dr., Suite 201
Cary, North Carolina 27511eMail:
[e-mail]
FIREFLY OVERLOOK SUBDIVISION
NC DEQ PERMIT #WQ XXXXXXX
GENERAL LOCATION
NOT TO SCALE
MAP OF SUBDIVISION LOTS
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1 R. Harman, P.E.
consulting Engineer
2112 White Oak Road
Raleigh, NC 27608
Phone: [phone]
Sheet Title:
Project No.:
Overall Site Plan
Project Drawn:
Manager:
HRH JRH
Project:
Scale: Field Work:
LOT 24; 178 GREEN TURTLE LANE
NTS SW
FIREFLY OVERLOOK SUBDIVISION
Sheet No:
Location:
Client:
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PEA RIDGE DEVELOPERS, LLC
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hn R. Harman, P.E.
Consulting Engineer
2112 White Oak Road
Raleigh, NC 27608
Phone: [phone]
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Project No.:
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ly Manager:
JRH IRH
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Consulting Engineer
2112 White Oak Road
Raleigh, NC 27608
Phone: [phone]
,
Sheet Title:
Enlarged Field Plan
Project No
Project Drawn:
Manager:
JRH JRH
Project:
Scale:
LOT 24; 178 GREEN TURTLE LANE
NTS
FIREFLY OVERLOOK SUBDIVISION
Sheet No.:
Location: Client:
I
3 Of 7
CHATHAM COUNTY, NC PEA RIDGE DEVELOPERS, LLC

NI"
E-Z TREAT POD MODEL 600 6" BACKFI —
FREE OF EBRIS
FIN. GRA E
r"l-
1112" 7 A. SUPP _ LINE
4" DID. RETUP EXISTING GRADE
LINE ` I E-Z TR POD �, y
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t"
SECTION THRU EZ TREAT POD
NTS �j
5/4 TREX BOARD Z
TYPICAL
FIN. GRADE i
4" PVC TEE
4" PVC END CAP NOTE: DO NOT
GLUE ONTO RISER PIPE DRILL 114"
VENT HOLE IN CAP
- 4" PVC RISER PIPE- EXTEND
ABOVE BOTTOM OF TANK
LID
UCIII I f 4" FROM FILTERS
4" TO FIELD DOSING
TANK
I E-Z SET BYPASS VALVE
ALL TANKS REQUIRE A
6" THICK STONE BASE
1 1 1.1'1
SECTION THRU RECIRC TEE
EFFLUENT FILTER —
— �-
3/4"0 RECIRC
NTS
1 1 /Z" SCH 40 PVC
SUPPLY LINES
�. NOTE TWO ACCESS 24"0 E-Z SET RISER WITH — 24 0 E-_ :ET RISER WITH VER
4" SERVICE LINE FROM FACILITY RISERS SHOWN CAN P DISPOSAL FIELD
SINGLE
COMBINED TOA COVER (lYP) (TY )
SINGLE 30" DIA OPTIONAL Y VENT
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RED,CARIMp FILTCA (D•i E-Z SET BYPASS VALVE 4= C Lout
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24" E-Z SET RISERS S 24" 0 E-Z SET RISER __o
10' MINIMUM ) WITH COVER. UV UNIT
f _ STEP 20 TURBINE -PUMP TURBINE PUI FOR DRIP 1 I/4" SCH 40 PVC RETURN LINT
Ok EQUAL) 1 DOSING
4" SCH 40 PVC BOTTOM
O TREATED EFFLUENT LINE TO CONNECTION OF TANKS
CONTROL PANEL FOR EZ TREAT FLOW UV I FIELD DOSE TANK
I" DRIP FILTER BACKWASH/FIELD FLUSH RETURN FROM DRIP HYDRAULIC UNIT
SEPTIC TANK RECIRC. TANK FIELD DOSE TANK
NC DHHS APPROVED 2500 GAL PUMP TANK NC DHHS APPROVED 3500 GAL. PUMP TANK
NC DHHS APPROVED 1500 GAL. SEPTIC TANK PT-2103 OR EQUAL PT-2105 OR EQUAL
ST-390 OR EQUAL
PLAN
NTS ALARM LIGHT
FIN.GRADE: ELEV. "A" (SEE
TANK ELEVATION
SCHEDULE) 3/4" BALL VALVE
CLEAN -OUT �24"O E-Z SET RISER
(T)P) j�_]f"[� WITH COVER (TYP)
314' RECIRC LINE
NOTE: POWER TO 24"0 E-Z SET RISER
NOTE: FIELD THIS PANEL IS 230 VAC WITH COVER (TYP)
VERIFY PRIOR % 30"0 E-Z SET RISER WITH COVER. CONTROL PANE- (LOCATED
6" MIN., 12" j
TO ORDERING / 24"0 E-Z SET RISER WITH COVER. WITHIN 10-FEET OF TANKS) IL
RISERS FIN.GRADE:
INV. IN= WATER LINE INV OUT=U
IL
SEPTIC TANK
1500 GALLON SEPTIC TANK
STB-390
SHOAF PRECAST CONCRETE, OR EQUAL
MAX. ELEV. "A" I MOo�'NEFZ El uv ooa s A 36 MIN
_ FIN.GRADE: ELEV. "A"
OR APPROVED EQUAL
CeEk
SE EG'� 6 G i 1TAfhI RLF ELEV.'P _ y
— L
_UV INV IN=ELEV "E"
.11G\ vEL=ELEV "D'
INV IN--ELEV -1)• L i 4" PVC FFOM BYPASS — EMERG STORAGE VOL
-FLITTER VALVE ` VALVE TO UV UNIT = +/- 4039 GALS IN BOTH TANKS)
EFFLUENT .� EnERGF [a .Y SFRR4GE THIS I
• FILTER COMPARTMENT 4 FIELD DOSF 7ANk BOTTOM P71L� 11 V VA.L tPk ALAIII'T4'H"',
(SIZED PER 4039 GALLONS CONNECTED TANKS
DESIGN �r.�s EmA E 'G"-IS PEAK ENABLE= ELEV.
FLOW iT WITH 4" SCH 40 PVC
/ AND WATER -TIGHT - -
BAFFLEWAll�l4' 96"18.G') BOOTS T
j 'i,yE eeo �At M N T ;. DOSE £NABiE= ELEVP
COMPARTMENT FLOOR= ELEV. "G"� -� Ilsv Ii = PUMP OFF= R FV ELEV G RCURY FLOATr
WEIGHTED ME —
..--.-- -- SWITrt�5r41 1
IR HP IISV 20 GPM RECIRCV� STORAGE ` 6"STON
•
TURBINE PUMP FOR (#57 WASHED
DOSING EZ TREAT OR EQUAL)
POD NOT SHOWN2500 GALLON RECIRC PUMP & STORAGE TANK FIELD DOSE TANK
PT-2103 +/- 44 GALS PER INCH
SHOAF PRECAST CONCRETE, OR EQUAL
'✓
CONTROL PANEL FOR DRIP
—4 ZONE DRIP HYDRAULIC
FILTER & VALVE UNIT
(REFER TO SITE PLAN FOR
NUMBER OF ZONES)
RAIN SENSOR (IRRIGATION CUT
OFF); MINI-CLIK, RAIN-CLIK,
HUNTER INDUSTRIES, OR EQUAL
_4' x4"
TREATED POST
DRIP CONTROL PANEL
WITH ALARM
CONDUIT FOR PUMP
FIN.GRADE: ELEV. "A"
TANK B-EVA11ON SCHEDULE
TO DISPOSAL ELEV. "AI 372.00
IIEV Tv
ELEV.
"C"
BiNE P ELEV. I/ E E � "T k
— FLOOR= ELEV "K E� IIEl
1 �RFI/IIF,
F1 F1/ II/�II
ELEV "HH„
3500 GALLON PUMP TANK +/- 47 GALS PER INCH
SECTION VIEW
PT-2105
SHOAF PRECAST CONCRETE, OR EQUAL I ELEV. "J"
NTS I E3-EV „K,
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MODEL I I
Singh ph-, Nmplax malty conlacrarcontrol
Ten Mconl 112 rnnlml penal monde, I m1ubK means of mn-hng one 1M. 2M, ai Yr. VAC n pump
a1.Oen sump pump basins, k ,Ia sp- end Ih Val- Two con- sa9ches aPli.Im a T13grRlnr r•p:r.� tanlamo, to
Nm ere Pump w and off If an elan andNpn omen, In ad,,honal elan s n& activates the 1,al dual elan syaunn
1 EncJoe,,=... ea B x B x 4menee(2032 X 2032 X 1016 en)
Cnmx of NEMA 1 (sisal Tor mdoon ice), or NEMA 4X (ullrovlokl ellDllnetl a
"—plaaac vpth removable .punting fret for cubloo, o, endow uW)
Optwns .1notatl may n.... endoaum sae and do-ge oo-1 1 1-
leyod ?"
fnagnotr No., Conbbla ee 4111- T1 ax,� q olettn� I+es =. �• � _�
3 KOA SNlhh for manual pump anal (mouned cn rrrait e-id)
4 Gnien Pump Ron lndlobr Llght(moumed on 11- bpebl
6 FIONSNIIch Terminal Blnek(mounted on oradbaard) -
6. Alarm andC Innl lases !r.c u��d-,I c.L'c.uin .�m
T Alerm and Control Po nor Indleatom (mounted on cecuc boa•d) 1�r
r Ground Lug - - -
0. CImuK Bmek., (opLonel) prd,k as pump dawn and brand: road Model shown 1121 N9fIX
P.—STANDARD ALARM PACKAGE
10. Red Alarm Be. ten prnfd.F ]LY- vuua dcT a• el•_ml urtli:Pr P©B
NNr.NEF•?'Wyle id:'�a doer mo:mxseacenflnlqu: Rim+ Ira®
11. A.an'd Kern mr- fNK v 1,11 ar alarm co.gNcn X5 in 0S ecdEe
Note �NEMA 1 at,* Niue, an n-ally moumetl buaer:n '..of hom
12 Eatnd.rAbnn TeetMamullSlknce Swish e,vas hen eM Ight to be
knead and hom n be edenrztl m. an alarm ..dilwn Alarm adonaboby
nexn arms alarm andmon has been ndeamtl
10 Ham Srlena Relay (mounted on dm W lo-)
NOTE: odes opkone evailab;e
/ Enbre tined syi era (panel and evmtl,ee) re UL Lmled to.eel enN
or undeo industry safety 9 ndada
-1 aafe y oemeal- for the Unded Stares Intl Cantle
Standard peokage lMudes Mw 20' WE SQIINIIMR WMMI
seelches
S CanpNle aith slPp-eY-step a. Melon Iwrucborc
Threo-year llmihd wanar,ty
Rh urs
PO Box I 7g0 Oe_-d Le-_e S `r.:07
yea Q1RL.S:F • 1.216841-131]
-216-8474617 Fa.
SEE BACKSIDE FOR COMPLETE LISTING OFAVAILABLE OPTIONS. _1
mal jo@lIlhonbul am
SEE PRICE BOOK FOR LIST PRICE www.sjerhombas.com
112 1 15A
MODEL 11-
_ ALARx1`ACKAGEJJ
e- .N lar.n. meeN.tn {uupP H Trl pacvag#InRup.sl �nsrnrn ra aat.fav mptg>;' nom6. al
ERGLa5IIRERATWG f - e � _umde NENA;I:mIFl.
,re��� N. �aaeremearsar�raar(.tel
STAR cBEVIC!
e .a-r,L c°'Iedm,m�crzaoV
ralcr wswPe• -NJoap
PUMPFULLLO DPAPS
® 11 FLA
-15 RA
20-
=1sad.%
=3oFV.
PylAlpOy=T ON NELTf
ea=:.r�i�exn•c• n120V lsak0BTARTINTARVNEopl CEoPve)
120ROfl'140VIsNeCSTARTINGOEVICEaCbon', abore?
FLOATSWRCHAPPLICATION -
BHo,L=pumpdvvnorpumpup(seletllioplwn)
X=no Moen
VYfiHeWnnpeIXafle
VrtMO1lraYrmadoge
OPTIONS Lr.
_ 3eI nnir -• nra ppaons cne as FPbon ry..l cno•am..nawYN pp..ee lea wnu apply
Q e f A HIC been^ o ly I va and o a pFxotrce
Imus, sled 1C.1 M.Is rune j t,C NEetA t ahrm Fero lrw,d sMY_ wx.rn 6.1,
,e Nam pan r ep wum IRy,. NFaw <x awn pvrcl lmusl stl.d a'�' aA;
1-
rne-
F11:W 11. r_�-d 1-9-1m no+t.e!I
Da
;�e 4A w.�unden4p aF N oc lam, m11
"a apl�r".o „ nn.ne ,r�-pded: �s al 2a leer van,
pa tie A � a aim: ,ec 3o w . of :p rm, ran,
0 . h LE haw a:ur crro.,rbrg smc B 11 -1;
p rxred +a oepa•1 reaaa ,1 ooaee lee ■ rxr ro.0
pas
1'� vamp. wnnemel sva¢Ii :sae; 1]0 S Finaf r eNwreuv wa�m:d ♦ styli
�a#aE Send raasre dui a rmm tlr R wrei 11E Se+,c1 A IMF5:e::
(O] r rr alarm onion krm C F Senmr Flur' I ara' Ira •rye. 4een
O� ec nlInda1 er ,II T�on�rreNrnuavm tic P swI rWwa�ePImp en'ani mra,Ir
p« _ e..enoad T ,:,arm
see=fir emmr.ae ate mrmba a aaym In AIUF A p :su Hai (N.esr a.I.�.,:: ewes, arc wens v:: shl 1m
.aqow ma,:m. ®m
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Oa• al
E Laclede zI7: rNiElw 11
z]c c.,,,. Kva�� ::.
O a roF w'.... e,ean farad vamp ere.r tR.xa; p 2..c
K�a,oN Anl-mnoenaelion b....i ■.',=. a.. u.. ac.•I'.r. •Mercn-aarvaim
• NArAfdlnnnl kRtvrsa.n rgafr.Qeap dlr fvamry Ap*a queen wr ar. ErpYawnJ Clrrmm=nnaNPanN.
SAMPl�
MOOEL� K' T T777
T
Alan m9 GyvluP
Pump FBI Loan A.npa
Pump _ee.."k
Float a.Ittn AIN111WI-
Oeiiw m w.n.r. ElxPeetl 7:nle'ael.r.
WE AIOd.lxeelrr! PW'. -F al aa��lsc
COOL GUIDE PUMP CURVE
FLOW COLLAR [COOL GUIM
SPECIFICATION T
The laminar flow collar shall be made of non —corrosive, glueable PVC and have 15 GPM I V
sufficient holes In the outer guide tube to assure laminar flow for the rated
capacity. The inner Pow collar shall extend near the bottom to provide sufficient n
coaling flow for the motor. The dimension between the Inner collar and the 2 5 G P M
pump motor shall not restrict flow to the pump intake, but wilt provide for scouring
of Surfaces. The laminor flow collar shall be a 'Cool Guide• as manufactured
by American Manufacturing Company, Inc. Patent # 6.262,689. 240
230
"COOL GUIDE" 220
INSTALLATION INSTRUCTIONS 210
1. Measure the distance from the bottom of the tank to 6' down from the top of the riser. 200
Cut the extension glee (by others) to the length necessary to reach this height. Cut 1/2 190
of the pipe down 12 to 16' away from the top of the pipe for pump discharge pipe. , a
3. Glue thirt le extension cap and
coupling (by others) to the extension pipe and to the Coal Gulch 180I,t THIS PU �1P
4. For r oue on the Cool Guide flat and lace the Coal Guide firm) in the 170
of the tank. Attach the extension to the riser, with the anchors as shown. +J
5. For new construction: Anchor the flat cap to the bottom of the tank In the proper location 160
It hold Cool Guide and extension. The cap may or may not be glued to the device. Attach N i+ �1144NG CONDITIONS
the extension to the riser with the anchors as shown. 1400 ��'/ LI CFM @ 142' TDH
6. Place the pipe dope on the Cool Guide adopter threads and thread them into pump discharge.
7. Attach cooling collar to adopter with set screw provided. —
8. Glue pipe Into flow collar and with pump attached, lower into the guide tube. 130 i
9. Attach to discharge pipe, valves, and connect a ectrlcal as specified.
120
= 110
1 � v
ADAPTER 100
41 90
TT o 80
~ 0`s 1`Y!
Cool Guide 60 1�
COOLING COLLIER Patent No. 6,262,689 ,
50
4
CNG 22 SCH 40 i 20 �
OUPLI
10
INLETS L 0 2 8 1s 2A 32 49
1 0 O oar- 4 12 20 28 36 44
10 o ❑1 SDR 35 PVC Gallons Per Minute
/ , —
FLAT CAFE --
Dosing Pump-EZ Treat
CAPACITY LnTe! PER UZWE
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U'
ADAPTER
RAM INSERT
ADAPTER
z
6" MIN DRIPPER
SEPARAl10N LINE
PVC PIPE--,,,ry
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LIMIT OF
MANIFOLD
EXCAVATION
DRIP LINE CONNECTION TO MANIFOLD
NTS
1/2" FLEX
PVC (4' typ.}l
I
PVC FIP
ADAPTER
I
RAM INSERT
ADAPTER
DRIPPER 6" MIN
LINE r SEPARATION'S
II
BURIED DRIP LOOP CONNECTION
NTS
Instal
De
Supply line
is below frc
60" LONG "T" POSTS
FIBERGLASS OR PAINTED STEEL
SET POSTS @ +/- 25' SPACING
14 GA. HI -TENSILE STEEL WIRE
DETAIL OF FENCING REQUIRED AROUND
DISPOSAL AREA
(NOT TO SCALE)
ITFOR SURFACE OR ,
NEAR SURFACE INSTALLATIONS
USE WIRE WICKETS TO
SECURE DRIP TUBING AND FLEX
IN INSTALLED POSITION
AND LOOP FLEX AS SHOWN
■
BELOW FROST LINE
VACKET
r-n
I
DRIPPER -
I
LINE
ELEVATED LOOPS
(MIN. 2')
1 /2' FLEX
PVC ( 6'+ TYP.
4' WIRE WICKET
RAM INSERT ADAPTER J
PVC FIP ADAPTER
DRIPPER LINE 12' MIN
SEPARATION
NEAR SURFACE DRIP LOOP CONNECTION ON SLOPING SITES
TOP FEED MANIFOLDS
USE ON ALL SITES WITH A DISCERNIBLE SLOPE
TO CONTROL DRAIN DOWN FROM UPPER LATERALS
.OWER LATERALS AFTER PUMP SHUTS OFF.
RESIDENTIAL
ietum
fYP)
Return
vIanifold
John R. Harman, P.E.
Consulting Engineer
2112 White oak Road... Raleigh, NC 276o8
Tel. No. 919.818.2077
entail: [e-mail]
AIR RELEASE
VALVE
COMMON "
RETURN PIPE
Patent No. 5,984,574B
CARCy■■
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GENRAL NOTES FORSFR SURFACE SPRAY SYSTEM:
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO ALL NCOWR-.2T RULES, COUNTY
ENVIRONMENTAL HEALTH CODES, AND STATE BOARD OF HEALTH SEWAGE HANDLING AND 01SPOSALREGULATI0INS
PERTAINING THERETO WITH REGARD TO THE PERMITTING OFTHI5 SITE.
2. THE INSTALLATION OF THISSYSTEM SHALL BE IN ACCRODANCE WITH 5PECIFICAIONSAND GUIDANCE PROCEDURES OF
THE MANUFACTURERS OF THE EQUIPMENT OR PRODUCT.
3. ALL PVC PIPE AND FITTINGS SHALL BE SCHEDULE 40. TYPE I. RATED FOR PRESSURE APPLICATIONS. ALL GLUED JOINTS
SHALL BE CLEANED AND PRIMED WITH PURPLE [DYED] PRIMER PRIOR TO GLUING.
4. ALL CUTTING OF PVC PIPE, AND FLEXIBLE PVC PIPING OR TUBING SHALL BE ACCOMPLISHED BY PIPE CUTTER$. NO
SAWING OF PVC OR TUBING WILL BE ALLOWED.
5. NO ACTIVITY SHALL TAKE PLACE ON THE EFFLUENTAPPLICATION AREA OTHER THAN THE MINIMUM REQUIRED FOR THE
INSTALLATION OF THE SYSTEM- THE INSTALLER SHALL USE ONLY EQUIPMENT OF THE APPLICATION AREA THAT WILL
PROVIOF THE LEAST SOIL DISTURBANCEAND WILL MINIMIN GROUND CONTACT.
6. A LEAKAGE TEST SHALL BE PERfoRMED ON EACH PRE -CAST CON CR ETE TANK. THIS CAN EITHER ACCOMPLISHED BY A
MINUTE TEST WHERE A VACUUM OF S INCHES 15 HELD FOR Z MINUTES; OR. A HYDROSTATIC WATER LEVEL TEST
WHEREBYADROP OF ONE-HALF INCH IS NOT EXCEEDED WIT HINA 2"OUR PERIOD.
7. 11 TREES ARE NECESSARY TO BE REMOVED FROM SITE, CUT STUMPS FLUSH W EFH GROUND, REMOVE CUTTINGS BY HAND.
8. A TWO STRAND W1RE FENCE SHALL BE INSTALLED SURRONDING THE EFFLUENT APPUCATI014 AREA.
9. ALL AUDIBLE AND VISUAL ALARMS FOR THE TREATMENT AN DISPOSAL SYSTEM SHALL BE EIITERNAL TO ANY
STRUCTURE
10. A RAIN SEN50R {MliVl MK BY HUNTER INDUSTRIE5j OR RAIN-C71ECK (RAIN0IRD IRRIGATION), OR EQUAL SHALL BE
INSTALLED AT THE FIELD DOSING CONTROL PANEL, AND SHALL BE WIRED IN WITH THE OPERATIONAL CONTROLS WHICH
CAN PREVENTTHEACTIVATION OF THE FIELD DOSING PUMP DURING EXTREME WET WEATHER CONDITIONS.
11. ALL CONTROL PANEL ENCLOSURES FOR THE WASTEWATER TREATMENT AND DOSING COMPONENTS SHALL BE NEIUA 41L
12. ALL SURFACE RUNOFF RUNOFF SHALL BE DIVERTED FROM TANKS, RISERS, ETC, TO PREVENT PONDING 0R WET
CON DITION$ NEAR OR AROUND THE TREATMENT, STORAGE, AND CONTROL PANEL AREAS.
13. ALLTANK RISER LIDS5HALL BE A MINIMUM OF 61INCH E5 ABOVE FINISHEOGRACE. ALL R€SER UDS, AND CONTROL PANEL
ENCLOSURES, SHALL BE LOCKABLE OR SECURED IN SOME FASHION TO PREVENT UNAUTHORi.2E➢ ENTRY.
GESFRAI. N'OTES:
1. TWO SEPARATE PANELS AR REQUIRED. ONE SHALL BE FOR THE PRE-
TREATMENT. AND ONE FOR THE DRIP DISPOSAL SYSTEM.
2. EACH CONTROL PANEL SHALL BE A NEMA 4X STYLE- ENCLOSURE.
AND AS FABRICATED BY THE CONIPONENT SUPPLIER.
3. EACH CONTROL PANEL SHALL BE LOCATED AS CLOSE .AS POSSIBLE -
TO THE COMPONENT IT SERVES. MOULTED A MINIMUM OF 36 INCHES
ABOVE GRADE. .AND FASTENED SECURELY TO A POST OR BOARD,
4. THE INSTALLERS ELECTRICIAN SMALL MAKE THE INTERNAL PANEL
CONNECTIONS FOR TE CONTROL CORDS (INPUT & OUTPUT. AND
GROUNDING ROD). EACH CONTROL PANEL SHALL CONTAIN .A
'AIRING SCHEMATICIDENTIFYING THE INTERNAL AND EXTERNAL
CONNECTIONS.
5. POWER CONTROL CIRCLII-S TO THE PRETREATMENT CONTROL
PANEL AS WELL AS THE DRIP DISPOSAL CONTROL PANEL SHALL
REQUIRE TWO CIRCUITS: ONE FOR THE PUMP OR BLOWER: AND- ONE
FOR THE ALARM AND CONTROL- CIRCUITRY,
6. A MINIMUM CONDUIT SIZE OF 1 P2 INCH SHALL BE USED FOR
CONNECTIONS FROM PANEL TO PUMP TANKS.
7. EACH CONTROL PANEL SHALT_ BE PROPERLY GROUNDED BY .A
PROPERLY SIZED CONDUCTOR SECURELY FASTENED TO A GROUND
ROD AT THE BASE OF THE CONTROL PANEL LOCATION.
S. OPEN CONDUIT ENDS SHALL HAVE REMOVABLE CLAP -TYPE DUCT
SEAL EIvIBL-DDE-D AT IT ENDS TO PREVENT GASSES AND MOISTURE
FROM ENTERING THE CONTROL PANELS. AO NOT CSL• 5JLICONE. vR
EXPANED FOAM PRODUCTS.
9. THE PUMP POWER CORDS AND FLOAT SWITCH CABLES SHALL BE
SUPPLIED IN A LENGTH SUITABLE SUCH FHAT NO SPLICES WILL
OCCUR WITHIN THE PUMP TANKS. IF A SPLICE MUST BE MADE. IT
SHALL OCCUR NLADE .ABOVE GRADE IN A NEMA 4X JUNCTION BOX_
WITH AL.L CABLE CLEARLY LABELED.
11).ALARMS SHALL BE AUDIBLE .AND VISIBLE.
ITEM
SEPTIC TANKS
PUMP T44KS
EQUIPMENT & CONTROLS
FORCE MAINS
SUPPLY MANIFOLDS
FIELDS
MEVIA FILTER
GENERAL NOTES:
MAINTENANCE SCHEDULE
- - - - - SEEDING rSPEGIFIOATIONS
FREQUENCY TASK - -•- -• -- -_ - --___ .
•APPbEf TO ALL L'I:STIIF-FIFL, LREAS OUTSIP1 DRIPPER FiEllI
3 - 4 MONTHS
CHECK SOLIDS ACCUMULATION.
INr`EXF1L1 RATICTN. BAFFLE DAMAGE,{
-
BLOCKAGES CHECK THE FILTER.
3 5 YEARS
PUMP SEPTAk3E IF REQUIRED
SPECIES RATE [LP:/LvRE]
TALL I ES.CVL J0
3 - 4 MONTHS
CHECK SOLIDS ACCUMULATION,
SERI<-k A LEE PEDE2A 5f
RCAE LCPFLIEZA IE•
PUMP OLIT SI}LIDS IF REOUIREO-
PENSAui)L;- 8-01IAVRAj$ `C
CHECK. TTNJEXFILTRA.TION. CHE.CK
FOR PkjPEfe1.1' OPERATING FL OATS.
CHECK HIGH WAT R ALARM
SrLF+UG W T'ES
1. AFTER 1*,PTEn[4FP - j3E IJ4t5C:AT<IFIL.L) SER1,'EA. SEED.
3 - 4 MONTHS
CHECK FLOAT CONTROLS & ALARMS..,
MiLPF t NE-; .:.:-I t •:RANI'?. IS DES'RECr, •..IvllT=EFiIC.EA NLT IW� F..E,SE ^ JJ if. TL, 4G
Lfi/AOkE
FOLLOW MANUFACTURERS 30?'AC:£
3 Dz'ER-SVEC- 5++ IS. =:.F:F OF TALI 9,V.L:E r4L:H FALL UNTIL V&IL ESIAHLltillll.
RE7Oj) IREMFN TS.
rJL R5E PLANKS.
6 MONTHS
'`NECK FOR LEAKS & RE -MEASURE
BETWEEN APAII 15 :h, -_T IF, 4LIU 10 LEI/ACRE "ERWAN MILLT1 OR It LT3/'ACRE
FL('%' IF NE:.ESSAR) CHECK FOR
SIIIIDANI,RAE r . F '. ,Ic € UR LrTER ALIGU"_•:T 15- ADO 40 LTA/ACRE R�-L (.GFZXN)
EXPOSED PIPE
F.S:.L 15 BEST F• •:ri. .,-L: lE AND La7E NAN-fT:R FI7,Fc L:3PEC+E7A5 0YEN4EEi'iO4C= OF
Ki1BE LLSPEGr�••:: 27P r1F FALL SEE','FR TAIL F=SGLJC• IS VERY FFF'FCTIVE USE
IiNHIaLi.EE RERInI:[ • CF c Sf EC IN
3 - 4 MONTH$
WNTRC`L vEUETATIVE GROVITH FOR
PROPER INSPECTIONS. CHECK PCIR
ERC,50N, PC]t OiNG or WATER,
50L AMENDMENT.
APPL) iWC ANI: _- 11=�Lk- 4,:' . LIR1U1NC IQ IE5TS, OR APPL'I' 4 OW LBIACRf. u OUND
QAICULTURE `I7lif Ajrr 1.0GI LH `ACRE Ip-10-1L FfFT11.i1LEF.
SURFACING GF LFFLLIEINT.
1.11
I,l IiI.Cr
6 MONTHS
MEASURE FLOW BY TIMING DRAW
APPLY -1. ••• L..:;.r:L ••r1t4N STRAW, CIF'+ E.QUI%�ALEM1T CQi E7R 1IF AN::.
DOWN IN THE PRO4'ESSING TANKL
MULCT'-- I..I.--i: , I -N :HOR MULCT{ B-t TACIdNr WTH {AjuI­r 41 T, F+l .1 ..
CHECK FOR PORDI NG/CL OGGING.
NE -MIL,- :- I a I I ED E R R L f1 a74CHORING METHOC j CIfq STEEP :: ' =F:
M AI N 1 EN Alv 4E
12 MONTHS
SAMPLE DISG1-LAR.GE WASTEWATER.
RFFERTTLIZE IN I -IL FL' I ;<I BAR UNLESS GROWTH IS FULLY AOLOU;4TE M :Y NE h11,1'hiD
OF-Z.VY LABORATQRY SAMPLES AND
ONCE OR TWE.. - ,L-F. I;. II.+VVN= IS NOT NE+E5SLR1. RESEED. FERTILIZE ANF
R:PoRT TO AGENCIES.
r,AULC#i DAfd1+GE1: -..-E-
I. HOUSING AND OTHER STRUCTURES AS MIGHT BE SHOWN ON THESE PLANS ARE BASED UPON
INFORMATION AVAILABLE. LOCATION OF DWELLING AND STRUCTURES ARE SUBJECT TO CHANGE
DURING CONSTRUCTION. PUMPS, HEAD LOSS CALCULATIONS, ETC. MAY NEED TO BE RE-EVALUATED
IF ALTERATIONS TO SUCH LOCATIONS ARE REQUIRED.
2. LAYOUT OF THE APPLICATION AREA IS BASED ON FIELD DELINEATION OF SOILS AREA PERFORMED
BY PIEDMONT ENVIRONMENTAL ASSOCIATES, P.A- ANY CHANGE IN LAYOUT, BY THE SYSTEM
INSTALLER, OUTSIDE OF THIS AREA WILL NEED TO BE APPROVED BY THE SOILS CONSULTANT AND THE
ENGINEER. CLEARING OF VEGETATION & TRESS LESS THAN 2" DIAMETER IS PERMITTED.
3. THERE ARE NO KNOWN EXISTING WELLS, BUILDINGS, OR STRUCTURES WITHIN THE REQUIRED
BUFFERS.
4. THERE ARE NO AREAS WITH THE APPLICATION AREA THAT ARE WITHIN THE 100 YEAR
FLOODPLAIN.
5. THE APPLICATION AREA SHALL BE MAINTAINED AS A WOODED OR "NATURAL" AREA SITE.
6. A LEAKAGE TEST SHALL BE PERFORMED ON ALL TANKS WHEREBY AN EXFILTRATION RATE SHALL
NOT EXCEED A ONE-HALF INCH DROP IN A 24-HOUR PERIOD, AS OBSERVED AND CERTIFIED BY THE
ENGINEER.
7. ALL PRESSURE PIPING SHALL BE SCH. 40 PVC AND PRESSURE TESTED TO AN INITIAL PRESSURE OF 55
PSI, AND A 5 PSI DROP IN A 2 HOUR PERIOD IS NOT EXCEEDED.
AMERICAN MFG. COMPANY
TWO -FILTER - 15 GPM
HYDRAULIC UNIT
Normally. Valves
f Flormeter
Dlsa Fillers
Normopy Closed
F /­FWd Fkarh Valve
Baddlueh Valves
136e' Supply From
Pump Tank
NOTE
IN THE EVENT THE DRIP ZONES ARE
A DISCERNIBLE VERTICAL ELEVATION ABOVE
THE HYDRAULIC UNIT, INSTALL A 'RETURN
PRESSURE ASSEMBLY.' 731E ASSEMBLY
IS TO BE USED TO PREVENT THE RETURN
LINE FROM DRAINING AFTER OR DURING A
DOSE. REMOVE THE ZONE RETURN CONNECTION
AND REINSTALL A SHORT I' NIPPLE IN THE
RETURN VALVE INSTALL ASSEMBLY AS SHOWN
ABOVE. THE HYDRAULIC TUBING PROMOING
PRESSURE FOR THE REST OF THE UNIT MUST BE
PLUGGED AND THE NEW TUBING FROM THE
ASSEMBLY CONNECTED TO THE PRESSURE SIDE
OF THE SOLENOM-
136' Return To
Septk Tank
Normally Closed To Retum Pressure
Zone Valves Assembly
DRIP IRRIGATION HYDRAULIC CONTROL UNIT
(NUMBER OF ZONE VALVES VARY -REFER TO SHEET 4)
OrencoO AXUV Disinfection Unit
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