WQ0045736_Application_20240820

Initial Review
Reviewer nathaniel.thornburg
Is this submittal an application? (Excluding additional information.) *
Yes No
Permit Number (IR) * WO0045736
Applicant/Permittee Zadell Development, LLC
Applicant/Permittee Address 3218 Edinburgh Dr; Cary, NC 27511
Is the owner in BIMS? Yes No Is the facility in BIMS? Yes No
Owner Type Organization
Facility Name 212 Anfield Rd. SFR
County Chatham
Fee Category Single -Family Residence Fee Amount $60
Is this a complete application?* Complete App Date
Yes No 08/20/2024
Signature Authority
Signature Authority Title
Signature Authority Email
Document Type (if non -application)
Email Notifications
Does this need review by the hydrogeologist? * Yes No
Regional Office
CO Reviewer
Admin Reviewer
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*
Zadell Development, LLC
Applicant/Permittee Address*
3218 Edinburgh Dr; Cary, NC 27511
Facility Name*
212 Anfield Rd. 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.)
Lot 7-Anfield Estates-DWQ Submittal 081924.pdf 9.61 MB
Upload only 1 PDF document (less than 250 MB). Multiple documents must be combined into one PDF file unless file is larger
than upload limit.
* By checking this box, I acknowledge that I understand the application will not be accepted for pre -review until the fee (if required) has
been received by the Non -Discharge Branch. Application fees must be submitted by check or money order and made payable to the
North Carolina Department of Environmental Quality (NCDEQ). I also confirm that the uploaded document is a single PDF with all parts
of the application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Signature
Submission Date 8/20/2024

JOHN R. 9 RE.
PROFESSIONAL CONSULTING ENGINEER
2112 White Oak Road..... Raleigh, North Carolina.....27608
[e-mail]
August 19, 2024
COVER LETTER
Re: Submittal Package Information -Application for Non -Discharge Permit for a Five Bedroom
Single Family Residence; Lot 7 Anfield Estates Subdivision
212 Anfield Road, Pittsboro, NC)., Chatham County, NC
To NCDENR-DWR Plan Review Section:
Pumose: 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. A Design Daily Flow
Reduction has been received from the NPDES Branch which allows for the 5 Bedroom
Residence to be permitted for 480 Gallons per Day, rather than the standard 600 Gallons
per Day.
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. Please
note that the Septic Tank and PreTreatment Media Filter has been sized for 600 GPD, but
the Field Application is designed to receive a DDF of 480 GPD.
Attached herewith are supporting documents, as applicable and requested by the DWR review
checklist, to wit:
Section 1: Sunnortiniz Documents
-DWR Form SFRWWIS 06-16 Application
-Supplemental & Miscellaneous Project Exhibits
-General Project Viewing Map-Anfield Estates Subdivision Plat
-USGS New Hill Quad Map -Project Location
-Exhibit-USDA Soils Map
-Exhibit for Soils, & Adjacent Well Locations

-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: Design & Eneineering 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.
Applicable Reference
Notes
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, XA
John R. Harman, PE
Consulting Engineer
919-818-2077
Page 2 of 2

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 ISA NCAC 02L .0100, 15A NCAC 02T .0I00, 15A NCAC 02T
.0600, 15A NCAC I$A .1900, Division Policies and good engineering practices. Failure to submit all required items may result
in the application being returned, and will necessitate additional processing and review time.
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit rvebsite
General — When submitting a non -discharge application to the Water Quality Permitting Section's Non -Discharge Permitting Unit,
please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these instructions
and checking the provided boxes will help produce a quicker review time by assisting the reviewer in locating the required materials
and potentially reducing the amount of requested additional information. Unless otherwise noted_ the Applicant shall submit one original
and at least two conies of the application and supporting documentation..
A. Cover Letter (All Application Packages):
® List all items and attached supporting documentation included in the application package, as well as a brief description of the
requested permitting action.
B. Application Fee (All New and Major Modification Application Packages):
® Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental
Quality (NCDEQ).
❑ The appropriate fee amount for new and major modification application packages may be found at: Standard Review Protect
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 1.2. 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 Enuincer.
® 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 l?A NCAC 02T .01ONbi. Per 15A NCAC 02T .0106(cl, 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-Disebarae Svstetn Renewal (FORM: ND5R) 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 021- .0604Uc , 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 021..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 Pagel of 4

F. Soil Evaluation (All Application Packages that include new irrigation sites):
®Per 15A NC AC 0? 1 .0604(bl and current Division Policy, submit a detailed soil evaluation that has been signed, sealed and dated
by a North Carolina Licensed Soil Scientist and includes at a minimum:
® The report shall identify all the sites/fields with project name, location, and include a statement that the sites/fields were
recommended for the proposed land application activity.
❑ Note, if the soil evaluation was performed more than one year prior to the submittal of this application package, a statement
shall be included indicating that the site has not changed since the original investigation.
® Field delineated detailed soils map meeting all of the requirements of the Soil Scientist Evaluation Policy.
® Soil profile descriptions meeting all of the requirements of the Soil Scientist Evaluation Pal, icv.
® 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 Sinvie-Familv Residence Wastewater Irrigation Svstem Loadinu hate Calculation Policy.
® A completed copy of the Sinele-Family Residence Loading Rate Workbook (i.e., Project Information, Potential
Evapotranspiration, Precipitation, and Irrigation Area Calculations).
G. Engineering Plans (All Application Packages):
® Per 1 SA NCAC 0?T .0604(0( l 1, submit standard size and 11 x 17-inch plan sets that have been signed, sealed and dated by a
North Carolina licensed Professional En
® At a minimum, the engineering plans shall include the following items:
® Table of contents with each sheet numbered, as well as cross-referenced with the appropriate application items.
® A general location map with at least two geographic references, vicinity map, topographic map and site map.
® A process and instrumentation diagram showing all flow, recycle/return, electrical paths, etc.
® Plan and profile views of all treatment and storage units, including their piping, valves, and equipment (i.e., pumps, etc.),
as well as their dimensions and elevations.
® Details of all piping, valves, pumps, precipitation/soil moisture sensors, etc.
® A hydraulic profile from the treatment plant headworks to the highest irrigation point.
® The irrigation area with an overlay of the suitable irrigation areas depicted in the Soil Evaluation.
® Each nozzle/emitter and their wetted area influence, and each irrigation zone labeled as it will be operated.
® Locations within the irrigation system of air releases, drains, control valves, highest irrigation nozzle/emitter, etc.
® Plans shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT FOR
CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the plans may be labeled
with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
INSTRUCTIONS FOR FORM: SFRWWIS 06-16 & SUPPORTING DOCUMENTATION Page 2 of 4

H. Specifications (All Application Packages):
® Per 15A NCAC 02T .0604(c)(2), submit specifications that have been signed, sealed and dated by a North Carolina licensed
Professional EnOneer.
® 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.
Engineering Calculations (All Application Packages):
® Per 15A NCAC 02T _0604 c 3 , submit engineering calculations that have been signed, sealed and dated by a North Carolina
licensed Professional Engineer.
® At a minimum, the engineering calculations shall include the following items:
® Hydraulic and pollutant loading calculations for each treatment unit demonstrating how the designed effluent
concentrations in Application Item V.1. were determined (Note: "black box" calculations are unacceptable).
® Sizing criteria for each treatment unit and associated equipment (i.e., pumps, etc.).
® Total and effective storage calculations for each storage unit.
® Friction/total dynamic head calculations and system curve analysis for each pump used.
® Manufacturer's information for all treatment units, pumps, irrigation system, etc.
® Flotation calculations for all treatment and storage units constructed partially or entirely below grade.
® Demonstrate the designed maximum precipitation and annual loading rates do not exceed the recommended rates.
❑ Demonstrate the specified auxiliary power source is capable of powering all essential treatment units.
® A properly completed and executed Single -Family Residence Loadinv Rate Workbook.
Site Map (All Application Packages):
® Per 1.5A NCAC 0?T .06Q4Ldj, submit standard size and 11 x 17-inch site maps that have been signed, sealed and dated by a
North Carolina licensed Professional Engineer and or Professional Land Surveyor.
® For clarity, multiple site maps of the facility with cut sheet annotations may be submitted.
® At a minimum, the site map shall include the following:
® A scaled map of the site with topographic contour intervals not exceeding two feet and showing all facility -related
structures and fences within the wastewater treatment, storage and irrigation areas.
® Soil mapping units shown on all irrigation sites.
® The location of all wells (including usage and construction details if available), streams (ephemeral, intermittent, and
perennial), springs, lakes, ponds, and other surface drainage features within 500 feet of all wastewater treatment, storage
and irrigation sites.
® Delineation of the compliance and review boundaries per 15A NCAC 02L .0107( i) and .0108.
® Setbacks as required by 15A NCAC 02T .0606.
® Site property boundaries within 500 feet of all wastewater treatment, storage and irrigation sites.
® All habitable residences or places of public assembly within 500 feet of all treatment, storage and irrigation sites.
K. Operation and Maintenance Plan (All Application Packages):
® Per 15A NCAC 02T .0604 , 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 .01 16, 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 Qneration and Maintenance Agreemcnt that has been signed and dated by all
deeded property owners.
INSTRUCTIONS FOR FORM: SFRWWIS 06-16 & SUPPORTING DOCUMENTATION Page 3 of 4

M. County Health Department Denial Letter (All New Application Packages):
® Per 15A NCAC 02T .06041-.), provide a written letter from the local County Health Department denying the site for all
subsurface systems.
N. Floodway Regulation Compliance (All Application Packages where any portion of the wastewater treatment, storage and
irrigation system is located within the 100-year floodplain):
® Per 15A NCAC 02T .0105(c)(8), provide written documentation from all local governing entities that the facility is in
compliance with Article 21 Part 6 of Chanter I43 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 021- .0105(c)(10), submit documentation from the Department's Natural Heri Lave Proe ram demonstrating the
presence or absence of threatened or endangered aquatic species within the boundary of the wastewater treatment, storage and
irrigation facilities.
❑ If the facility directly impacts such species, this documentation shall provide information on the need for permit conditions
pursuant to 15A NCAC 0213.0110.
P. Other Environmental Permits (All Application Packages that include stream or wetland crossings):
❑ Per 15A NCAC 02T .0105tc)(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 Ouality Permitting Section — Wetlands 401 Certification
❑ VS Armv Corns of Engineers South Atlantic Division — Nationwide 12 or Section 404 permit
❑ Per 15A,NCAC 02T .0105(c)(6), this application shall be considered incomplete or the resulting permit may be issued
conditionally, if a pending issuance of any of the aforementioned permits/certifications directly impact the facility herein.
THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
By Courier/Special Deliverv:
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: Zadell Development. LLC
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership
3. Signature authority's name: Kvler Zadell per l 5A NCAC 02T .0106(b)Title: Manager
4. Applicant's mailing address: 3218 Edinburgh Drive
City: Cary State: NC Zip: 27511-
5. Applicant's contact information:
Telephone number: [phone] Fax number: (_) _- Email Address:
kv le r. zade ll(a!kc2 d evelopmemt. c omt. com
II. FACILITY INFORMATION:
1. Facility name: Lot 7:_ 212 Anfield Road; Chatham County. NC
2. Facility status: ❑ Existing or ® Proposed
3. Facility's physical address: 212 Anfield Road
City: Pittsboro State: NC Zip: 27312- County: Chatham
4. Wastewater Treatment Facility Coordinates: Latitude: 35' 40' 3 8 " Longitude: -78° 59' 44"
Provide the following latitude and longitude coordinate determination information:
Datum: NAD83 Level of accuracy: Nearest second Method of measurement: Man interpretation by extraction
5. USGS Map Name: New Hill
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 Murray License Number: 1284
Soil Scientist's mailing address: 216 S. Swing Rd., Suite I
City: Greensboro State: NC Zip: 27409-336
Telephone number: [phone] Fax number: (_) -_
Firm:
Email Address:
Firm: Piedmont Environmental Associates. PA
Email Address: chris(asoiedmontsoil.com
IV. GENERAL REQUIREMENTS — 15A NCAC 02T .0100:
1. Application type: ® New ❑ Major Modification ❑ Minor Modification
If a modification, provide the existing permit number: WQ00 and most recent issuance date:
2. Application fee: $60
3. Describe the origin of the wastewater and provide a brief project description: Septic and Advanced Pretreatment via.
Recirculating Media Filter, & Storage prior to Surface Drip Application
4. Wastewater flow: 480 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: SFRVA IS 06-16 Page 2 of 6

IV. GENERAL REQUIREMENTS —15A NCAC 02T .0100 (CONTINUED):
5. Using 15A NCAC 02T .O 114, explain how the total wastewater flow was determined:
[Establishment Type
Single Family Residence
Approved Flow Reduction to 480 gpd for 5 Bedroom
Flow Number
Flow Basis Flow
Per Unit of Units
gal/ GPD
gal/ 96 5 480 GPD
Total 480 GP17
6. Per 15A NCAC 02T .0105(c)(6), if the project includes any stream or wetland crossings, what is the status of the following
applicable permits/certifications?
Permit/Certification 1 Date Date I Permit/Certification No. Agency Reviewer
Submitted Approved i
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 (BODS) 350 mg/l <10 mg/1 < 30 mg/1
—
Total Suspended Solids (TSS) 350 mg/1 <10 mg/1 < 30 mg/1
Ammonia Nitrogen (NH3-N) 30 mg/l <10 mg/l < 15 mg/1
Fecal Coliforms per 100 ml <_ 200 colonies/100 ml
2. Per 15A NCAC 02T .0605(c), is the effluent placed directly in contact with GA classified groundwater? ❑ Yes or ® No
If yes, have predictive calculations demonstrating such placement will not contravene GA groundwater standards been
provided? ❑ Yes or ❑ No
3. Per 15 A 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 .O�ch 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( , which systems are affected and what measures being taken to protect them against flooding?
7. In accordance with 15A NCAC 02T .060i(h.l, has an operation and maintenance plan been submitted? ® Yes or ❑ No
8. In accordance with 15A NCAC 02T .0605(i), how will restricted access to the irrigation system be provided? 2-Strand Fence
Are all treatment units and control panels locked to prevent entry? ® Yes or ❑ No
9. In accordance with 15A 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 02T .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 — I5A NCAC 02T .0605 & .0606 (CONTINUED):
11. In accordance with 15A NCAC 02T .0605(1), what is the specified method of disinfection? Ultraviolet
If chlorine, specify contact detention time provided: minutes and where contact time occurs:
If UV, specify the number of banks: 1, total lamps: 1 and maximum flow capacity: 10 GPM.
12. In accordance with 1.5A 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 02-1 .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 021 .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( ❑), 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 021T .06�q, 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 05A NCAC 02B .0?,LO)? ® 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
Any private or public water supply source
Surface waters (streams — intermittent and perennial, perennial waterbodies, and wetlands)
Groundwater lowering ditches (where the bottom of the ditch intersects the SHWT)
Subsurface groundwater lowering drainage systems
Surface water diversions (ephemeral streams, waterways, ditches)
Any well with exception of monitoring wells
Any property line
Top of slope of embankments or cuts of two feet or more in vertical height
lAny water line from a disposal system
1 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 IStora_ge Units
>100' >100'
> 15'
>100'
>100'
>100'
>100' 1
N/A
N/A
N/A
"4"
>100'
>100'
10'
10' 1
25'
1
>10'
1
15'
>50'
N/A
> 15'
If yes, in accordance with 15A NCAC 02T .0606(c ), submit the appropriate setback waivers (FORM: NDWSW) that have
been notarized, signed by all parties involved and recorded with the County Register of Deeds. Waivers involving the
compliance boundary shall be in accordance with 15A [NCAC 02L .0107.
FORM: SFRWWIS 06-16 Page 4 of 6

VI. WASTEWATER TREATMENT & STORAGE FACILITY DESIGN:
1. Type of treatment system: Select
2. Provide the requested information for each treatment/storage
unit and its associated mechanical equipment:
a. PRELIMINARY / PRIMARY
TREATMENT (i.e., physical removal operations):
No. of
Manufacturer or
Dimensions (ft) /
Volume
I Plan Sheet
Specification
Treatment Unit
Units
Material
Spacings (in)
(.gal)
I? Reference
Reference
Septic Tank 1
Shoaf PreCast
IO'x4.7'x4.6'
1500
4 of 7
Select
Select
11
b. SECONDARY TREATMENT
(i.e., physical, biological and recirculation processes):
No. of
Manufacturer or
Volume
Plan Sheet
Specification
Treatment Unit
I Units
Material
Dimensions (ft)
(gal)
Reference_
Reference
EZ Treat 1
EZ-Treat 600
+/-7'x4.5'
N/A
4 of 7
Recirculation Tank 1
Shoaf PreCast
12' x6' x4. 8'
2500
4 of 7
Select
c. DISINFECTION:
No. of
Treatment Unit
Manufacturer or
Dimensions (ft)
Volume
Plan Sheet
Specification
Units
Material
_ (gal)
Reference
Reference
Ultraviolet 1
EZ Treat
Model UV 101
10 GPM
4 of 7
Select
1
d. PUMP/STORAGE TANK:
Manufacturer or No. of
Total Effective
Effective
Plan Sheet
Specification
Material Units
Dimensions (ft)
Volume Volume
Storage
Reference
Reference
(gal) (gal)
(days)
Shoaf PreCast 1
12' x6' x6. 6'
3500 4039*
8.4
4 of 7
Calcs
*Partial Use with
Recirc Tank
e. PUMPS:
No. of
Manufacturer /
Cap3city
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
17 143
4 & 5 of 7
`! Tank
PUTB1534112W
f. BLOWERS:
Location I
No. of Units Served Manufacturer / Capacity Plan Sheet Specification
`
Blowers Tempe (CFM) Reference _Reference
I
g. MIXERS:
FORM: SFRWWIS 06-16 Page 5 of 6

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

VIL IRRIGATION SYSTEM DESIGN:
1. Are there any artificial drainage or water movement structures within 200 feet of the irrigation area? ❑ Yes or ® No
If yes, please explain if the Soil Evaluation addresses artificial structures and indicate if these structures are to be maintained
or modified:
2. What is the proposed cover crop'? 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)
Creedmoor-Green Level All 3 Zones in Field 12 <0. 3 in/Hr 24.18
Complex
4. Irrigation System Information (Note — this table may be expanded for additional fields):
Area Dominant
Designed
Designed
Latitude
Longitude '
Waterbody
Field (acres) Soil Series
Rate
Rate
(DMS)
(DMS)
Stream Index Classification
(in/hr)
(in/yr)
No. _
�UT
1 0.280 Creedmoor 0.18 f 22.99
-
350 40' 38" -7V 59' 44"
O I II O ! „
1 11
WS-IV, NSW]
1
1
Ftal 0.280
Provide the following latitude and longitude coordinate determination
information:
Datum: NAD83 Level of accuracy: Nearest 30 seconds
Method of measurement:
Mao interoretatinn by extraction
-' For assistance determining the waterbody stream index number
and its associated classification,
instructions may be
downloaded at: https: /ncdenr.s3.amazonaws.com s3fs_
up blic: Water°.b_'DOualityf'Aouifer'°n?OProtectio-,i I..IL' Agreements WSCA%2008-13.vdf.
Spray Irrigation Design Elements
Drip Irrigation Design Elements _ [
Nozzle wetted diameter: ft
Emitter wetted area:
5.36 ft'
Nozzle wetted area: ft'-
Distance between laterals:
2.68 ft I
Nozzle capacity: GPM
Distance between emitters:
2 ft '
Nozzle manufacturer/model: /
Emitter capacity:
0.61 GPH
Elevation of highest nozzle: ft
Emitter manufacturer/model:
Netafim / BioLine
Specification Reference:
Elevation of highest emitter:
269 ft
Specification Reference:
Pages 5& 6 of 7 -Specs
FORM: SFRWWIS 06-16 Page 7 of 6

Professional Engineer's Certification:
I, John R. Harman. PE attest that this application for
(Professional Engineer's name from Application Item I1I.I.)
Lot 7: 212 Anfield Road: Chatham County. NC
(Facility name from Application Item II.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications, engineering
calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with this application package and its instructions, as well as all applicable regulations
and statutes. Although other professionals may have developed certain portions of this submittal package, inclusion of these materials
under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed design.
Note: In accordance with General Statutes 143-215.6A and 143-215.613, 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 violation.
North Carolina Professional Engine
G
Applicant's Certification per 15A NCAC 02T .0106(h):
9810
I N Va. •'�
yN+R'H'AR�p0
I. Ky_ ler Zadell. Manaaer of Zadell Qevelooment, LLC attest that this application for
(Signature Authority's name & title from Application Item I.3.)
Lot 7; _ 12 Anfield Rom: Chatham -County. NC
(Facility name from Application Item II.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 \C'AC 021 .0105(e).
Note: In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation. /
Signature: Date: r
FORM: SFRWWIS 06-16 Page 8 of

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� - } r 1 {AyS �j SUBDIVISION
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"�w► - .t�_ " �`� CHATHAM COUNTY, NC
F 1 r Y EPHEMERAL STREAM WI '4 S t.
-:, A 72 30 BUFFER TYa ►��;�; �T't� �+�. 4 AUGUST 18, 2023
�1.4'dR�a M16��yF !.'/!!y.(-} M�' zzAc Js-► - J. ':.
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so �, It�' 50BUFFER,TVP a ,,. `1Y + �, •a REV. SEPTEMBER 6, 2023
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22 WDE BUMP OUT REV. NOV. 27, 2023
i COUNTY SUBDIVISION ESTANDARDS fr j �, • •-
M /� L� SCM 11 .r-1•'I SECTION7463 - �. ; 1�. J J SITEDATA
+720 LF OR 3P ACCESS EASEMENT WI r ~ �'
1TOTAL PROJECT AREA= ±24 7 AC
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_ FOR LOTS 7, B. AND 9 ONLY t y' AKPAR= 5491
.�.■{ �■ I ` SFNG PIPE �' t•rt� „i�s`7 EXISTING ZONING= R- I(CHA THAM COUNTYI
�• Y r� Y` [iI.DJG] LLC - - 1.; , SMRpE'. ]i.VESHAv W 9•' TOTAL LOTS 11
^r' .:.� �•r'� �- 11F•! r_4 x • '-,j, 2�G l�' ..v-r C..- 71►1� '..',i L071= k ±16AC
J / I R LN40R SG9f]rVF5Y4_
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+- ..y� IO2 \ L z19AC
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121] * 4� .22AC
Ti �.x2zAc = L077=
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�+, • - Y• ~t{t } I, CT5 % L \ i .••�, �1f j�I�yll�u•P �:EGRIN,a• - L079= ±30AC
_ I L A x3DnC .\ \ ,. {pyRIF9F.T4 Nh.`• + 'i • LOT 10= ±17AC
Yf �t '�i'�'�••� Is•TTE.�.JISJLYc�. -.J,IS w Lm0a±91 FT L0711= a17AC
__ »~
� ,i7 ;� �� � • ` � 1 xls DtaPs. I nx ,ac sF gvAIL �� 1 , , } 0d1&Y3K}NAL a'eI�'J117EMEATFS
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t - 1 • •J '' ti' �L�. • 1 { x 9 t25 sF \ •y t +•• '<:i.- >25
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r.•!' F `' — + �•`,-~'FN• F• �. ".t .�1• -1 Y••1 NOTES
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1 WAS TEWATER HANDLED BY ON -SITE INOI ODUAL SEPTIC SYS TEM,S
+-'.� tom- •- f 401 * JM }SF TE5 Ofj it rr, "' t• Y , f ! • , 2 WATER IS PROVIDED BY ON -SITE INDIVIDUAL WELLS
• INTERMITTENT STREAM
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Consulting Engineer
2112 White Oak Road
Raleigh, NC 27608
Phone: [phone]
Sheet Tide: Project No.:
Project on U S G S Map Project Drawn.
Manager:
JRH JRH
Project: Scale: Field Ww'k:
PROJECT NTS Sw
ANFIELD SUBDIVISION Sheet No:
Location: Client: SUPPLEMENT
CHATHAM COUNTY, NC I ZADELL DEVELOPMENT, LLC EXHIBIT I

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jRH JRH
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�° � � � PROJECT NTS SW
v�" or- �c 2112 White Oak Road ANFIELD SUBDIVISION SheetNo.:
NC 27608 Location:
Client: SUPPLEMENT
Raleigh,
Phone: [phone] CHATHAM COUNTY, NC z,s,DELL DEVELOPMENT, LLC EXHIBIT 2

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2112 White Oak Road
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Phone: [phone]
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ANFIELD SUBDIVISION SheetNo.:
Location: Client: SUPPLEMENT
CHATHAM COUNTY, NC, ZADELL DEVELOPMENT, LLC EXHIBIT 3

PROPERTY OWNERSHIP INFORMATION,
CAPACITY TO ACT FOR PROPERTY OWNER(S),
O&M AGREEMENTS
FOLLOW THIS PAGE

BK 2390 PG 0221
FILED ELECTRONICALLY
CHATHAM COUNTY NC
LUNDAY A. RIGGSBEE
REGISTER OF DEEDS
FILED Nov 20, 2023
AT 11:10:26 AM
BOOK 02390
START PAGE 0221
END PAGE 0222
INSTRUMENT # 10065
EXCISE TAX $7,000.00
NORTH CAROLINA GENERAL WARRANTY DEED
I Excise Tar:
$7.000.00
Parcel ID:
0096005; 0096006; 0096007; 0096008; 005_4.91
Mail/Ba-yto:
Grantee
Prepared by:
Starn Law Firm, PLLC, P.O. Box 1600, Apex, NC 27502 (without title examirratiori)
Brief
Lots 1-4 and 24.745 acs shown on PB 2023-135
1 description
for the Index;
THIS GENERAL WARRANTY DEED ("Deed") is made on thx day of November, 2023, by and between.
GRANTOR
IfC2 Holdings, LLC, a NC limited liability company
218 Edinburgh Drive
Cary, NC 27511
GRANTEE
Zadell Development, LLC, a NC limited liability company
218 Edinburgh Drive
Cary, NC 27511
Enter in the appropriate blocle for each Grantor and Grantee their name, rrtalling address, and, if appropriate, state of
organization and character of entity, e.g. North Carolina or other corporation, LLC, or partnership. Grantor and Gm atea
inclrr,des the above parties and their respective heirs, successors, and assigns, whet1wr singetlar, plural, rnase(dine, feininine or
neuter, as required by conte.-d.
FOR VALUABLE CONSIDERATION paid by Grantee, the receipt and legal sufficiency of which is acknowledged.
Grantor by this Deed does hereby grant, bargain, sell and convey to Grantee, in fee simple, all that certain lot, parcel of land or
condonriniurn unit in the Cape Fear Township, Chatham County, North Carolina and more particularly described as follows
(the "Property"):
BEING all of Lots 1, 2, 3, 4 and the remaining area of 24.475 acres as shown on map entitled "Minor Subdivision Map
of Goodison Park Subdivision for IiC2 Holdings, LLC" and recorded in Plat Book 2023, Page 135, Chatham County Registry.
TOGETHER with the appurtenant easement rights of ingress and egress along "Goodison Park 30' Access Easement'
as shown on said Plat, which easement rights are set forth in Section 3.2 of the Declaration of Covenants, Conditions and
Restrictions for Goodison Park recorded in Book 2368, Page 383, Chatham County Registry.
Page 1 of
submitted electronically by "Stain Law Firm, PLLC"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Chatham county Register of Deeds.

BK 2390 PG 0222
All or a portion of the Property was acquired by Grantor by instrument recorded in Book 2335 page 244
All or a portion of the Property ❑ includes or ® does not include the primary residence of a Grantor.
A map showing the Property is recorded in Plat Book 2023 page 135 and Plat Book 90, Page 277.
TO HAVE AND TO HOLD Lhe Property and all privileges and appurtenances thereto belonging to Grantee in fee
simple. Grantor covenants with Grantee that Grantor is seized of the Property in fee simple, Grantor has the right to convey
the Property in fee simple, title to the Property is marketable and free and clear of all encumbrances, and Grantor shall warrant
and defend the title against the lawful claims of all persons whomsoever, other than the following exceptions:
1. 2023 ad valorem taxes.
2. Declaration of Covenants, Conditions and Restrictions for Goodison Park recorded in Book 2368, Page 383,
Chatham County Registry which is only applicable to Lots 1-4 and not the remaining area.
3. Easement to Duke Energy Progress, LLC recorded in Book 2372, page 448. Chatham County Registry.
IN WITNESS WHEREOF, Grantor has duly executed this North Carolina General Warranty Deed, if an entity by its
duly authorized representative.
KC2 Hal s, LLC, a NC limited liability company
By; i W
Name: Bradley Z 1
Title: Managing member
STATE OF NORTa CAROLINA. COUNTY OF WAKE
Vh
I r.LACWC--' � V � , a Notary of the above state and county, certify that the following
person(s) personally appeared before me on the _� day of November 2023 each acknowledging to me that he or she
signed the foregoing document, in the capacity represented and identified therein (if any): Bradley Zadell, Managing Member
of IiC2 Holdings, LLC, a NC limited liability company
Af£ix Notary Sea-UStamp
'����Itlllllf/
Ay
_:
Notary Public (Official 5ignat )
My commission expires:
Page 2 of 2
NC Bar Association Real Property Section Form No. 3 © Revised 02/2021
Printed by Agreement with the NC Bar Association

APPROVAL FOR MINOR SUGOPPISIONS
I HEREBY CERTIFY THAT THE 9UBOMMONIF AT SNOWN HEREON IS A MINON
SO 010510N AND HAS BEEN FOUND TO COMPLY WIN THE SUBDMSION REGUTATIONE
FON CHATH SI COUNTY THE PLAT HAS BEEN APPROVED FOR RECOANNG IN ME OFFICE
DF THE COUNTY REGIGIER OF DEEDS
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SOSID: 2603799
Date Filed: 3/28/2023 11:09:00 AM
State Of North Carolina I Elaine F. Marshall
Department Of the Secretary Of State. North Carolina Secretary of State
i C2023 080 01980
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.
l . The name of the limited liability company is: Zadell Development, LLC
(See Item Iofthe 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
Bradlev Zadell - 218 Edinburgh Drive Cary NC. 27511-6408 United States EMember QOrganizer
3.
4
5
Q
❑Member ❑Organizer
❑Member ❑Organizer
The name of the initial registered agent is: The Thompson Law Firm, PLLC
The street address and county of the initial registered agent office of the limited liability company is:
Number and Street 1135 Kildaire Farm Road, Ste 200
City Cary State: NC ZipCodc: 27511-4587County: Wake
The mailing address, if different from the street address, of the initial registered agent office is:
Number and Street
Ciw
State: NC Zip Code: County:
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
attached.
8. (Optional): Listing of Company Officials (See instructions on the importance of listing the company officials in the
creation document.
FName Title Business Address
'Kyler Zadell Managing Member 218 Edinburgh Drive Cary NC,
Bradley Zadell Managing Member 1:218 Edinburgh Drive Cary NC,
9. (Optional): Please provide a business e-mail address: prLy,-Lay_Rrtlartinn
The Secretary of State's Office will e-mail the business automatically 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 21st day of March , 2023
Bradley Zadell
Signature
Bradlev Zadell Member/Or-ganizer
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

(Continued) Additional Officers/Officials - Zadell Development, LLC
Bradley Zadell - Managing Member Signature: Bradlev Zadell.
Address: 218 Edinburgh Drive Cary NC. 27511-6408 United States.
Carson Zadell - Member Signature: Carson Well.
Address: 21.8 Edinburah Drive Cary NC. 27511-6408 United States
Caden Zadell - Member Siianature: Caden Zadell.
Address: 218 Edinbureh Drive Cary NC_ 27511-6408 United States.

Docusign Envelope ID: 9F91AEC6-B6C2-47FC-A56C-DD260DCCAF31
These actions and resolutions are effective as of the 11 t' day of July, 2024.
THE MEMBERS:
��An%,u154M'/}t�`'Aby y I
L�.�^'Y�' V"t�
Bradley Zadell
r—Po Wnetl by: II II
L6
Kyler Zadell
j�Oow4�aovu by
Carson Zadell
�oums�np� as'
Caden Zadell
THE MANAGERS:
�PocoseJned
Bradley Zadell
�eeu5ipned bY�
`57l�YAL1bt•=355
Kyler Zadell

Docusign Envelope ID: 9F91AEC6-B6C2-47FC-A56C-DD280DCCAF31
WRITTEN CONSENT OF THE MEMBERS AND MANAGERS
OF
ZADELL DEVELOPMENT, LLC
The undersigned, being all of the Members and Managers of Zadell Development, LLC, a North
Carolina limited liability company (the "Comvanv"), 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 Anfield
Estates (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 Managers of the Company are Brad Zadell and Kyler Zadell.
RESOLVED, that Kyler Zadell, 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]

Docusign Envelope ID 9F91AEC6-B6C2-47FC-A56C-DD280DCCAF31
These.actions and resolutions are effective as of the 11 `h day of July, 2024.
THE MEMBERS:
fyra b.d &
Bradley Zadell
�o«usro.ee bv:
✓ f i
Kyler Zadell
�icu5igned by'
Carson Zadell
oo��srp„�d sv
71
Caden Zadell
THE MANAGERS:
I t—I d
Bradley Zadell
ji
Kyler Zadell
2

State of North Carolina
DWR
®apartment of Environmental duality
Division of Water Resources
SING LE-F NIILI RESIDENCE % ASTEUATER IRRK;-%TIO� StSTE%1
Division a# Water Resources OPERATION AND t AINTEN kNCE AGREEOIENT
FOR VI: SFR%%I B-O&M 09-19
Permit No. WQ00 K6 -j lrl% G �> County: Chatham
Permittee: Za.defl nmenl _{ _ _ _ (i.e., all deeded property owners)
The Permittee agrees to operate and maintain the single-family residence wastewater treatment and irrigation system as
follows:
I . 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 tloating 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)
& 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 Chdngt of-O) ner;to any future owner of the single-family residence wastewater
treatment and irrigation system for their completion and submission to the Division of Water Resources.
We understand the above requirements and agree to these terms as part of the issued permit.
Signature: Date:���
signature: Kvler Zadell, Manager-Zadell Development, LLC Date; 8/I9/2024
Signature: Date:
Signature: _ _ _ _ Date:
All deeded nrouerty owners shall sign this Oaeration and Maintenance Agreement
FORM: SFRW WIS-O&M 09-18 Page I or l

COUNTY DENIAL LETTERS
FOR SEPTIC SYSTEMS
FOLLOW THIS PAGE

A
11�1
CH.aT1-IAm Cou:"Ty
PUBLIC Hatt m
Zadell Development LLC
218 Edinburgh Drive
Cary NC, 27511
CHATHAM COUNTY PUBLIC HEALTH DEPARTMENT
DIVISION OF ENVIRONMENTAL HEALTH
80 EAST ST., P.O. BOX 130 - PITTSBORO, NC 27312-0130
PHONE [phone]
IMPROVEMENT PERMIT DENIAL
Re: Application for Improvement Permit for Anfield Estates Lots 1-11. Property location: 4980 Beaver Creek
Road, New Hill NC, 27562. Parcel number: 5491
Dear Zadell Development LLC:
The Chatham County Health Department, Environmental Health Division, on 6/26/24, evaluated the above -
referenced property at the site designated on the plat/site plan that accompanied your improvement permit
application. According to your application the site is to serve a 11 lots with a Single family dwelling on each, with
a design wastewaterfiow of 240 gallons per day, each. The evaluation was done in accordartre with the laws and
rules governing on -site wastewater systems in General Statutes 13DA-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)
M Unsuitable soil characteristics (structure or clay mineralogy) (Rule .0503)
% Unsuitable soil wetness condition (Rule .0504)
Z 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 yourstructure.
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.chathamncorelenvironmentalhealth

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
984-236-1350, 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 150E-23 and all other
applicable provisions of Chapter 150B. General Statute 130A-335(g) provides that your hearing will be held in the
county where your property is located.
If you wish to pursue a formal appeal, you must file the petition form with the Office of Administrative Hearings
WITHIN 30 DAYS OF THE DATE OF THIS LETTER. The date of this letter is 7/ 1,-1024. Meeting the 3D-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 1506-23 that you send a copy to the Office
of General Counsei, 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,
Environmental Health Specialist
Page 2 of 2

Parcel Number: 5491
Legend
Owner: Anfield Estates Lots 1-11 Improvement Permit Denial Site Plan
• Auger Boring Sites
-.i Tanks
40 Existing Wells N
Existing System Area W• E Author:
y
+ Address Points Date: 7/2/2024
Road Centerlines S
Waterbodies 0 85170 340 510 680
Feet
Parcels

NATURAL HERITAGE PROGRAM
RESOURCE REPORT
FOLLOWS THIS PAGE

s"2 NC DEPARTMENT OF
R lid NATURAL AND CULTURAL RESOURCES
■ Van
July 11, 2023
Mark Ashness
CE Group
301 Glenwood Avenue, Suite 220
Raleigh, NC 27603
RE: Anfield Estates Residential Subdivision
Dear Mark Ashness
seuetary
NI T, _, _ ., 3 -
Dep„ty UIt�,tor, yahu31 Heritage Prograat
NCNHDE-22596
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
A query of the NCNHP database indicates that there are records for rare species. important natural
communities, natural areas, and/or conservation/managed areas within the proposed project
boundary. These results are presented in the attached 'Documented Occurrences' tables and map
The attached 'Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any. are also included in this report,
If a Federally -listed species is documented within the project area or indicated within a one -mile
radius of the project area, the NCNHP recommends contacting the US Fish and Wildlife Service
(USFWS) for guidance. Contact information for USFWS offices in North Carolina is found here:
n t_, t,�;s_i �vvuv�v,'f�vs_ao v.� �fflcc�s:'_7 ir�s;tofvt�r stOff�ces:t•fm?s *aC�:a��= 3?
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
Also please note that the NC Natural Heritage Program may follow this letter with additional
correspondence if a Dedicated Nature Preserve, Registered Heritage Area. Land and Water Fund
easement, or an occurrence of a Federally -listed species is documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance.
please contact Rodney A_ Butler at �cicnev.ou=_Ief or 919-707-8603,
Sincerely,
NC Natural Heritage Program
=fi t:"!F'•I- - V�'..4q. A J'. L-'_ PA., 4E iC. -3

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Intersecting the Project Area
Anfield Estates Residential Subdivision
July 11, 2023
NCNHDE-22596
No Element Occurrences are Documented within the Project Area
There are no documented element occurrences (of medium to very high accuracy) that Intersect with the project area. Please dote, however, that although the
NCNHP database does not show records for rare species within the project area, it does not necessarily mead that they are riot present; it may simply mean that
the area has not been surveyed. The use of Natural Heritage Programs data should not be substituted for actual field surveys if deeded, particularly If the project
area contains suitable habitat for rare species. If rare species are found, the NCNHP would appreciate receiving this information so that we may update our
database.
No Natural Areas are Documented within the Project Area
Managed Areas Documented Within Project Area
Managed Area Name _ Owner Owner Type -
B. Everett Jordan Dam and Lake US Army Corps of Engineers Federal
NOTE If the proposed project intersects with a conservation/managed area, please contact the landowner directly For additional inforrndtron It the project intersects with a Dedicated Ndture Preserve
(DNP), Registered Natural Heritage Area (RHA), or Federally- listed species. NCNHP staff may provide additional correspondence regarding the project
Definitions and an explanation of status designations and codes can be found at rlt`W.. ,r,.gLide ratu .lzLCYv_�i�, 3.eur Data query generated on July 11, 2023. source NCNHP, Spiny (April) 2023 Please
resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database
Page 2 of 4

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a Orle-mile Radius of the Project Area
Anfield Estates Residential Subdivision
July 11, 2023
NCNHDE-22596
Element Occurrences
Documented Within a One -mile Radius of the Project Area
Taxonomic
EDID Scientific Name Common Name Last Element Accuracy
Federal
State Global
State
Group
Observation Occurrence
Status
Status Rank
Rank
Date Rank
Bird
8539 Dryob_ ates borealis Red -cockaded '198/1 H 3-Medium
Endangered
Endangered G3
S2
Woodpecker
Bird
11164 Haliaeetus Bald Eagle 1997 H? 3-Medium
Bald/Golden
I hreatened G5
S3B,S3
leucocephalus
Eagle
N
Protection
Act
No Natural Areas are Documented Within a One -mile Radius of the Project Area
Managed 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
Definitions and an explanation of status designations and codes can be found at rl=L ZlJtnhde natureservu u(u/heiu Data query generdted on July 11, 2023 source NCNHP, Spnny (April) 2023 Please
resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database
Page 3 of 4

NCNHDE-22596: Anfield Estates Residential Subdivision
July 11, 2023
Managed Area (MAREA)
Q Buffered Project Boundary
0 Project Boundary
Page 4 of 4
i
r---
Iles
S--w E- AIII,,la Ub Ubl, , IIIUA I IASA GGIAk IJ kuull null NCL4b
IIL: UC IJNIA UbA l.e I-d FLIOA
IIi11:i IIIJV �IIJ Ilse Hlil�lu�llly
built i.ea Fall HERE
i�. Fnl, lJt�AA Iltil,b IIlin i6uenllylnl
W. .
..cull �Il�ili ilo .ni l e 61, Iliclll.uI l 1,11y

DETAILED SOILS REPORT,
KSAT, & SFR LOADING
WORKSHEET INFORMATION
FOLLOWS THIS PAGE

PIEDMONT
6:0 ENVIRONMENTAL
ASSOC I A T E S, P. A.
5/ 14/2024
Zadell Development, LLC
Attn: Kyler Zadell
218 Edinburgh Dr.
Cary, NC 27511
Project # 5242
Soils Report for Proposed Residential Surface Drip Wastewater Irrigation System
Project Name: Anfield Subdivision, Lot 7
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 flow reduced 4-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 "Triassic Basin" geologic unit of Chatham County. Upland
soils on the site are generally similar to the Creedmoor-Green Level Complex soil series.
These soils have expansive clay mineralogy and may have indications of soil wetness
present in the subsurface horizons. Soil wetness indicators are considered to be
perched based on guidance and interpretations of the Chatham County soil survey
document. 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 each
of the two 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 0.042 in/hr.
Ksat calculations and field data are shown in Attachment 3.
Sinele Family 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 12.5%, which results in an actual Annual
Hydraulic Loading Rate of 24.18 inches/year.
Drainage coefficients were first introduced by US EPA as a way of "penalizing"
wastewater movement through the soil profile since it was assumed that wastewater
carried concentrations of organic substances that would form a "biomat", subsequently
retarding the rate of this wastewater movement over time. It is generally held that the
cleaner the wastewater, the higher the drainage coefficient that could be specified.
Unfortunately, to our knowledge, no rigorous scientific testing has been conducted to
assess how this coefficient can vary as a function of wastewater treatment. In this case, a
relatively high level of treatment (TSII) is specified for the proposed waste stream, and a
drainage coefficient of 12.5% allowed for an annual irrigation rate that was in the range
of appropriate values for the loading rate groups provided by NC DEQ. Similar annual
loading rates have been specified for soils in this region by NC DEQ for many years,
including adjacent lots in this same project.

In the case of this submittal, the Ksat data were found to be relatively consistent with one
another. We recognize that the subsoil is restrictive as evidenced by the perched soil
wetness indicators, but the proposed drain field is located mostly on a broad linear side
slope with 4-5% slopes, thereby preventing ponding of any applied wastewater. The soil
characteristics are also consistent with one another as evidenced by the soil boring logs
and soil profile descriptions, suggesting that unexpected soil inclusions should not be of
concern.
Standard Fertility 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 64% and 1.58% 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 permit. 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, 80a' Percentile Precipitation Worksheet and
Irrigation Area Calculation Worksheet)
Attachment 5 - Standard Fertility Analysis

i
Attachment 1 - Soil/Site Map Anfield Estates, Lot 7
PIEDMONT Job# 3769
ENVIRONMENTAL Greensboro,
S. Swing Rd. Suite 1 Date: 5/17124
ASSOCIATES. D a Greensboro, NC om Client' Zadell Development, LLC
piedmontsoil.cCounty: Chatham
n
Legend
Ksat Test Locations
NC DEQ Soil Areas
(Most Similar
Creedmoor/Green Level
Wks
Complex)
�,�gt4pH�R
NC DEQ Boring Logs
(Depth to Redox, Depth
! U
to Expansive)
0
wm

Attachment 2 - Soil Profile Descriptions at Ksat Locations
Project: Anfield Lot 7
% Slope: 4%
Site: Ksat Nest 1
Vegetation: Wooded
PIEDMONT
Zadell Dev.
Conducted By: GC Murray
Date: March, 2024
ENVIRONMENTAL
Soil Series: Creedmoor/Green
Level
A S S o c I A T E S P A.
w
VG
m
G
LU
N
N
l6
`a
a
ca
C7
fA
y
L O
O
�
N C h
N O
•
H N
O
O
`
to U
m
n•
w
`
N G N
U c
O
7
uo
O
P
O d O
y
A
0-2 10YR 614
moist
sl
wk
med
qr
fr
ss
Bt
2-27 10YR 516
10YR 611.2.5YR 518
com
med C&D moist
c
mod
med
sbk
vfi
vs
BC
28-48 10YR 516
1OYR 6/1.2.5YR 518
com
med C&D moist
sicl
wk
med
sbk
fi
s
Legend:
Texture
s
sand
I
to a m
si
silt
sit
silt loam
c
clay
cl
clay loam
scl
sandy clay loam
sl
sandy loam
sicl
silty clay loam
Structure Grade
Structure Type
wk weak
gr
granular
m moderate
pl
platy
str strong
pr
prismatic
cpr
columnar
a b k
a n g u la r b lo cky
sbk
subangular blocky
sg
single grained
ma
massive
T
sp
vp
p
Seasonal Hlah Water Table:
Structure Size Depth {"1 Type (apparenllperched)
f fine 13 perched
med medium
�p SOIL
F�
lap HER �f-
Moist Consistency
fr friable
vfr very friable
fi firm 7iF tzs.
vfi very firm
gr tiortst+

Attachment 2 - Soil Profile Descriptions at Ksat Locations
Project: Anfield Lot 7
% Slope: 4%
Site: Ksat Nest 2
Vegetation: Wooded
PIEDMONT
Name: ZadellDev.
Conducted By: GC Murray
Date: March, 2024
ENVIRONMENTAL
Soil Series: Creedmoor/Green
Level
A S S O c r A T E S P. A.
C
0 w
W
o
Q
tL L
t1
C
C C1
Q
-VL
p
x
y
O
O
MC
O
P W O
y
F
N
N
O
fIi rL fn d
A
0-2 10YR 614
moist
sl
wk
med
pr fr ss sp
Bt
2-24 7.5YR 416
10YR 611,2.5YR 518
com
med C&D moist
c
mod
med
sbk vfi vs vD
BC
28-48 7.5YR 416
10YR 611,2.5YR 518
com
med C&D moist
sicl
wk
med
sbk fl s p
Legend:
Sea sonat High Water Table:
Texture
Structure Grade
Structure Tvoe
Structure Size
Depth [ 1 Type (apparentlperched):
s
sand
wk
weak
gr granular
f
fine
13 perched
I
loam
m
moderate pl platy
med
medium
si
sil
silt
silt loam
str
strong
pr prismatic
cpr columnar
ey�SOIL
�OPHe'�'
c
clay
abk angularblocky
cl
clay loam
sbk subangular blocky
Moist
Consistencv
„
scl
sandy clay loam
sg single grained
fr
friable
0'r
sl
sandy loam
ma massive
vfr
very friable
sicl
silty clay loam
fi
firm
�qr Aromaµ
vfi
very firm

Attachment2 - Soil Profile Descriptions atKsatLocations
Project: Anfield Lot 7
% Slope: 4%
Site: Ksat Nest 3
Vegetation: Wooded
PIEDMONT
Zadell Dev.
Conducted By: GC Murray
Date: March, 2024
ENVIRONMENTAL
Soil Series: CreedmoorlGreen
Level
A s s O c I A T E 5 P A
w
C
U
d
w
V
ro
2
.��..
}
c
� U
%
L-7
Q
N U
.�.
a
m —
v c ca
p
x
Ck
W W
C g
S`
Z
d'
F
Cl)
N
[.I] u7 d
A
0-2 10YR 614
moist
sl
wk
I
med
�
gr
�
fr ss sp
� S
Bt
2-27 5YR 516
10YR 611,2.5YR 518
com
med C&D moist
c
mod
med
sbk
vfi vs vp
C
27-48 5YR 516
10YR 611.2.5YR 518
com
med C&D moist
sicl
structureless
Legend:
Seasonal Hiah Water Table:
Texture
Structure Grade
Structure Tvoe
Structure Size
Depth ('}
Type (apparent/perched).
s
sand
wk
weak
gr granular
f
fine
13
perched
I
loam
m
moderate pl platy
med
medium
si
silt
str
strong
pr prismatic
SOIL
sil
silt loam
cpr columnar
p„ER
c
clay
a b k angular blocky
1
cl
clay loam
sbk subangular blocky
Moist
Consistencv�
x
scl
sandy clay loam
sg single grained
fr
friable
a Y
sl
sandy loam
ma massive
vfr
very friable
sicl
silty clay loam
fi
firm
F¢
vfi
very firm

Appendix 3, Geometric Mean Ksat Data, Lot 7, Anireld Estates Subdivision
Nest
Horizon
Depth(")
Ksat (in/hr)
N7-1
Bt
12
0.020
N7-2
Bt
14
0.011
N7-3
Bt
14
0.354
Geometric Mean Ksat:
Horizon Ksat (in/hr)
Bt 0.042

INFORMATION
SITE ID #
N7.1
LOCATION (COORDINATE SYSTEM
Date
413IL202d
Measuremartt Conducted By
SST
Job Name
4900 Beaver Creek Rd
Job Numoer
52a2
Wa3171ar Condll ion
Tempgralur,9
Son
Horizon
Bt
Source of Wlaler
De h cif HpIE
12
Radius of Hale
254
Initial Depth of Wale, in Hole {HI
1624
cm
Final Depth of Walerin Hole (H)
15.24
cm
Rana Hfr
5.DWD
Start Saturation Tima
Star rN Stflad -Stale Cor.diUcm Time
No of Reservoirs Used at Slea -State
A castor in Equation [21 of Manual
0 D0112T
Hole Depth: 12 30.48
H, 6 1524
H, 6 1524
OMK
Trre
Wa'w Lew_I
ReadN
orrl
Time Inlerva Change 0
m,i,c, T
_
. 0 050
.0 i; D41
0.060 .
0.064
Ksa:
cmld
1.19
2.38
1.19
1.30
Equrv4lem
lKrs�,1
S : it
29
59
9.
32
11.35
4T6
12 05
467
1
44.51
43.41 5.
42-21
41.31 .OA!!!�
40.21
3121
3%$ 1.1
12 35
13.05
13.35
14.05
14.35
0.97
1.19
1.30
1.19
izd
—
15.Os
15$5
AVERAGE
cm/hr: 0 051
in/hr: 0.020

INFORMATION
SITE ID #
N7.2
LOCATION iCOORDiNATE SYSTEM
Date
4118f2O24
Measurement Conducted By
SST
Job Name
A%Q Beaver Creek Rd
Job Numlow
5242
ealner Condition
Tem stature
Sall
Horizon
Bt
Source Of Water
D8 ih of Hole
14
Radius of Hole
2.54
Initial ❑epth of Water in Hole IHj
15.24
cm
Final Deptn of Water ir. Hole ; H1
15 24
cm
Rahn H+r
BOOM
$tan Sawramn Time
Stan of Stec State Condrtmn rune
No ni Reservoirs Used at Stead -Slate
A factor in ERuatIon [21 of Manual
0 OD1127
Hole Depth] 14 3555
AVERAGE
cmlhr: O.027
inlhr: 0.011
15.24
1524

INFORMATION
SITE ID M
N7-3
LOCATION CQOR❑IN>ATE SYSTEM
Date
413012024
Measurement Cond=ted By
SSIF
Job Nume
4080 Beaver Creak Rd
Job Number
5242
Weather Urldnion
Tem mtu-e
Son
Horizon
at
Source ❑f W of er
L)Fjplti of Hole
14
Radius 01: Hole
2 54
Initial Dwain of Water in Hole rHs
1524
om
Final Depth of Water in Hole (H)
1524
om
Raba lair
6 0000
Start Satrlrxion Time
Start of Stea -Stara Condition Tme
No of Reservoirs Used at Steady -State
A factor In Equation 2 of Manual
0.00 1127
Hole UWh.1 14 m m
15.24
15:24
AVERAGE
cm/hr: 0 899
in/hr: 0.364 036

11 SFR Loading Rate Worksheet (15A NCAC 02T .0600 ONLY)
Project Name: Anfield Estates Subdivision, Lot 7
Facility Address: 4980 Beaver Creek Road
Pittsboro, NC
County: Chatham County, NC
Prepared by: G. Christopher Murray, L.S.S.
Project Design Flow = 480 gal/day
# of Bedrooms
2 bedrooms
3 bedrooms
4 bedrooms
5 bedrooms
6 bedrooms
SFR-LRW 9-08
Required Flow
240 gal/day
360 CO/day
480 gal/day
600 gd/day
720 pd/day

Project Name: Anfield Estates Subdivision, Lot 7
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
Calculated PET: 32.80 inches
Mean Monthly
Calculated
Temperature
Daylight
PET
(degrees F)
Hours 112
Heat Index
(inches)
January
40.5
0.87
0.92
0.28
February
43.3
0.85
1.41
Q43
March
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
S67
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: Anfield Estates Subdivision, Lot 7
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
March
3.64
8.29
4.52
April
3.27
7.45
4.06
May
3.64
8.29
4.52
June
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: Anfield Estates Subdivision, Lot 7
Annual Hydraulic
Design Flow = 480 gallday Loading Rate =
SFR Loading Rate Group: SFR-B
Limiting Soil Ks,t = 0.042 inchlhour Irrigation Area =
Drainage Coefficient = 0.125 =
24.18 inchlyr
11,623 square ft
0.26683 acres
Drainage Rate = 0.126 inch/day (Formula: Ks,, ' Drainage Coefficient' 24)
{I
80th Percentile
Vertical
Monthly
Number of Days
Drainage
Precipitation
in the Month
PET fin/mo)
fin/mol
fl.n/mol
January
31
0.28
3.91
4.47
February
28
043
3.53
3.72
M arch
31
1.17
3.91
4.52
April
30
2.43
3.78
4.06
May
31
3.97
3.91
4.52
June
30
5.37
3.78
4.99
July
31
6.14
3.91
6.33
August
31
5.52
3.91
5.79
September
30
3.89
3.78
5.05
October
31
2.20
3.91
3.68
November
30
0,99
3.78
3.78
December
31
0.42
3.91
3.99
TOTAL =
365
32.80
45.99
54.89
Formulas: (Max.
Allowable Irrigation)
_ (PET) + (Drainage) - (Precipitation)
SFR Loading Rate Table
SFR
Maximum Annual Geometric Mean
Loading
Loading Rate Ksat Range
Rate
(i n/y r) (i n/h r)
GrouQ
Low - High Low - High
SFR-A
26.0 - 50.0 >0.05
SFR-B
19.5 - 26.0 0.015 - 0.05
SFR-C
13.0 -19.5 0.003 - 0.015
SFR-D
0.0 -13.0 0.0 - 0.003
Assignmentto a
SFR Loading Rate Group for each 15A NCAC I1217.0600 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 unitwhhin the irrigation area.
SFR-LRW 9-08
Maximum
Maximum Allowable Maximum Allowable
Allowable
Irrigation
Irrigation
Irrigation (lnlmo)
fgallons/daO
fgallons/month)
0.00
0
0
0.24
61
1.714
0.56
132
4,082
2.15
519
15,575
336
785
24,345
4.16
1,005
30.158
3.72
870
26.955
3.63
848
26,295
2.62
632
18,974
2.42
565
17,520
0.99
239
7.180
0.33
77
2,402
24.18
5734.83
175,200
Required Flow
2 bedrooms
240 gal/dav
87.600 qal/yr
3bedrooms
360gal/day
131,400gal/yr
4 bedrooms
480 gal/dav
175,200 gal/yr
5 bedrooms
600 gal/day
219,000 gal/yr
6 bedrooms
720 gal/day
262,800 gal/yr
Maximum allowable irrigation:
175,200 gallyr
The Maximum Allowable Irrigation number must be greater
than or equal to the required flow.

0
waypoint 2850 Daisy Lane, Wilson, NC 27896
Main 252-206-1721 °Fax [phone]
ANALYTICAL E www.waypointanalytical.com
Client
PiedmontPiedmont Enviromental Assoc., P. A.
216 South Swing Road
Suite 1
Greensboro NC 27310
Lab No: 25424
Test
Method
Results
Soil pH
1:1
5.2
Buffer.pH
BPH
6,88
Phosphorus (P)
M3
2 ppm
Potassium (K)
M3
25 ppm
Calcium (Ca)
M3
106 ppm
Magnesium (Mg)
M3
34 ppm
Sulfur (S)
M3
8 ppm
Boron (B)
M3
0.1 ppm
Copper (Cu)
M3
0.3 ppm
Iron (Fe)
M3
152 ppm
Manganese (Mn)
M3
23 ppm
Zinc (Zn)
M3
0.8 ppm
Sodium (Na).
M3
3 ppm
Soluble Salts
Organic Matter
Lot
0.1 %
Estimated N Release
50 Ibs/acre
Nitrate Nitrogen
Every acre.., very year®
SOIL ANALYSIS_
Grower :
_
Report No:
24-136-0522 '
PIEDMONT ENVIROMENTAL ASSOCIATES
Cust No:
06526
Date Printed:
05/17/2024
Date Received
05/15/2024
PO:
Farm: ANFIELD
Page :
1 of 1
Field:
Sample ID: LOT 7
SOI . TEST RATINGS
Calculated Cation
l ttw Low Medium 0p1{fatA
J
Exchange Capacity
1.4 meq/100g
%Saturation
% sat meq
K 4.6 0.1
Ca 37.9 0.5
Mg 20.2 0.3
H 35.7 0.5
�7
Na 0.9 0
K/Mg Ratio: 0.22 F I
Ca/Mg Ratio: 1.88 ❑
i�
I
SOIL FERTILITY G[J DELINES
Crop:
(lb.) LIME (tons) I N P205 I K 20
Crop
Comments
Mg
Rec Units:
S I B I Cu I Mn I Zn Fe
Rec Units:
1 I I I 1
M3 - Mehlich 3 BPH - Lime Index HIM - Humic Matter Lot - Loss On Ignition 1:1 - Water pH
Analysis prepared by: Waypoint Analytical Carolina, Inc.

ENGINEERING CALCULATIONS
1-10
SPECIFICATAIONS
FOLLOWS THIS PAGE

ENIGNEERING CALCULATIONS,
FOR
WASTEWATER COLLECTION, TREATMENT, &
SURFACE DRIP DISPERSAL FACILITIES FOR A
FIVE BEDROOM RESIDENCE
PRETREATMENT FOR 600 GPD;
• SURFACE DRIP FOR 480 GPD
LOT 7
212 ANFIELD ROAD
ANFIELD ESTATES SUBDIVISION
CHATHAM CO. N.C.
OWNER:
ZADELL DEVELOPMENT, LLC
KYLER ZADELL, MANAGER
218 EDINBURGH DRIVE, SUITE 201
CARY, NORTH CAROLINA 27511
EMAIL: [e-mail]
DESIGN ENGINEER:
JOHN R. HARMAN, PE
2112 WHITE OAK ROAD
RALEIGH, N.C. 27608
[phone]
AUGUST 19, 2024
I

JOHN R. HARMAN, P.E.
CONSULTING ENGINEER Y1
2112 White Oak Road
Raleigh, North Carolina 27608
(o) 919.818.2077
(f) 919.779.0826
email= iackhamiaiu3(ct:.trmail.conl.001I
August 12, 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 @ 480 Gallons per Day for a Fire (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 Recire Media Filter, etc) will be suitable for treating
60o 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 48o Gallons per Day.
Summary of Svstern Descriutiort;
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 48o 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:
• Sentic Tank Sizing: Y.r;oo Gallon T [te Septic Tank proposed for use will be equal in respects to
NCDHHS Approval STB-390, for a 1,50o Gallon Septic Tank. See Drawings for details.
Recirc Tank & Simplex Pump for EZ Treat Media Dosing Der the NCDHHS Approval: As 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) Pump Tank, eaual in resnects to NCDHHS ADvroval
PT-210'4. See Drawing_ s for details.
Field Dose Tank: The Field Dose Tank proposed for use is a 3,,5oo Gallon PumD Tank._
equal in respects to NCDHHS ADDroval PT-2ioti. See Drarvincs for details.

• Anti-Buovanev Calculations For Tanks:.
-1.-,00 Gal Septic 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') =3087# (Downward)
Total Upward Force: -20,509 #
Total Downward Force(s): (1'1000# + Ig776# +.q087#) = 24.86�#
Net Downward Forces: 9,354#
Safety Factor: [29863/20509]= S.F. >1.45 O.K.
-2.s0o Gal Re&c 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 DD4i) 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 Forces): (16000# + 2o616# + 4522#) = ail-q8#
Net Downward Forces: 13253#
Safety Factor: [41138/27885]= S.F. >1.48 O.K.
-A.soo 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).64o# + 24.7a0# + 8.018#) = 52..o8#
Net Downward Forces: 11,535#
Safety Factor: [52,398/37,163]= S.F. >.1.41 O.K.
• Pressure Dosine to Media Filter:,
• -Per manufacturer recommendations: Minimum of 4 times ADF to Media Filter: 4 x 600 gpd = 240o gpd
to Media Filter. The Filter is dosed by; 8 sprayers @ 1.7 gpm = 13.6 gpm... dose volume is +/-4o gallons
per dose x 6o doses (max) per day = 2400 gpd (4 times DDF).
• Timer: "On" time = [4o 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 Eaualiaation (EO) Tank/Field Dose Tank- Sizing: (Field Annlication = 48o GPD)
-Using Guidance of 5-Day Storage Requirement; 5 x 48o gpd =2400 gallon (Min.) Requirement
-Bottom "Dead" Storage Requirement for Pump: 18"; Pump Off Elev "H" = 252.5
-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 ("E" —"H")
((257.0-252.5) x 4.5'x 6.0'x8')x 7.48-x615 Gals
-In Addition.... Using the Engineer specified 3,500 gallon Pre -Cast Tank:
Emergency Volume Available above Pump Off Elev, to Inlet of UV: ((257.0-252.5) x 12.o'x6.o')x
7.48=2423 Gals
Total ti'olume Available for Emereencv Storage Above Pump Off. aoga Gallons:
Equals S.a Days (& a8o GPD - —
-Vertical Distance for `Dose Enable" (Elev. "I") Float above "Off': Use 4"= Elev. 252.83
-Set "Peak Float" +/- 12" above "Dose Enable" Float = Elev. 253.83
• Drip Dispersal Unit:
Use a Three (3.) zone residential style model as produced by American Manufacturing Co.. and equal in
all respects to orovisious of IWWS QR-1-R613. or Engineer Approved Equal.
Estimated Required Puma Conditions: 16.6 gal/rItin {7u 14q ft. TDH: Suguested Puma_ is
PUTURB3 it5Aetii2W. , 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/1.
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/100m1.
(Standards are arithmetic means, except fecal coliform is a geometric mean).
Field Annlication Information:
Application Area (Coverage): 12222 S.F.; ADF= 48o GPD; Lineal Feet of Drip Tubing=4558 L.F.
Effective Hyd Loading Rate=480/12222=0.039 gpd/sf; Avg. Lateral Spacing: 12222 sf/45581f= 2.68 ft.
Emitter Discharge Rate=o.61 gal/hr.; Area Covered by Each Emitter: 2.0' o.c. x 2.68'=5.36 sq. ft.
Instantaneous Loading Rate to Soil: 0.61 gph/(5.36 s.f. x 7.48 gal/cf)= 0.0152 cf/hr per sf
or o.i8 inch/hr. (Does not exceed Soil Scientist Limiting Value of o.,1 in/hr)
-End of Design Calculations
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
Ralelgh, North Carolina 27608
[phone] E-mail: [e-mail]
Project: ANFILED ESTATES SUBDIVISION LOT 7
Date; 7/20/2024 Engr: J. R. HARMAN, PE RALEIGH,NC
File: TDH CALCS FOR LOT 7-ANFIELD ESTATES SUB'D-CHATHAM COUNTY
Classification: Residential
Daily Flow (gpd): 480
1 reatment Level: NSF 40
Max Annual Irrigation Rate (From SFR Worksheet) 24.18 in/year
Irrigation Area Req'd: 11623 Sq.Ft.
Actual Irrigation Area per Layout: 12222 Sq.Ft.
TOTAL # OF SINGLE ZONES:
# OF DOSES PER DAY: 6
# OF DOSES PER SINGLE ZONE: N/A
(#-OF DOSES PER SET OF DUAL ZONES): 0
FIELD ZONES: TOTALS:
Length of Dripper Line (ft): 4558
Line Spacing (Spaeg Between Laterals, ft):
Application Area of Zones (sq ft): 12222
Emitter Spacing (ft):
Emitter Flow (gpm): (@0.61 GPH/Emitter)
Dosing Flow (Normal Dose) (from Dripnet):
Retum Flushing Flow (from Dripnet):
Total Emitter &Flushing Flow (from Dripnet):
Total Head,(ft) Loss Thru Dripper System (from Dripnet):
Doses Per Day Per Zone:
Ual Per Uose per Lone ((fil 10U% of Permit AUf-)
Volume in Laterals & Manifolds (From DripNet):
Zone Drairrage Volume between doses (Assume 60%)
Min. Dose for 5 times Drainage Volume:
Pump Run Time Per Dose (min): if Running Single Zone
CELL COLOR LEGEND
= DESIGNER INPUT VALUE
= AUTO CALCLD VALUE
= Constant Recommended
ZONE INFO
# of
# Doses
Zone #
Lin, Ft. Lats
Per IDay
1
1633
5
-Zone
Zone 2
1415
5 2
Zone 3
1510
5 2
Zone 4
U j
Q 2
I otals:
4Dt
3 4558 L.F.
*Actual Dripper Length:
Pumps "OFF"Elev.= 252.5 *See Plans
ZONE_1
ZONE 2
ZONE 3
1633
1415
9510
2.7
- 2.7
2.7
3056
3056
3056
2
2
-2
0.01017
0.01017
0.01017
- 8.20
- 7.09
7.57
6.9-
9.76
8.98
15.07
16.85
16.55
K96
97.19
99.27
- 2---
- 2
2-
8l) 0
80.0
80.0
27.9
2T7
21.0
16.7
16:6
12.6
916
83.1
62.9
- 9.8
- 9.8
9.8 - -
*See Plans
Supply Main Inside Dia. (i Rem: 3" or 2 1/2"Sch 40 PVC
1.50
1.50
1.66
Supply Main Flow (cfs): [@ F(ush'g Episode]
0.0336
0.0375
O 610
Supply Main Velocity @ Flushing(fps):
2.7
3.1
3.0
Supply Main velocity During Dosiing (fps):
1.5
1.3
1.4
Return Main Inside Dia. (in): Rem: 3" & Z
1.25
1.25
1.25
Return Main Flow (cfs):
0.0153
0.6211 _
0.0200
Return Main Velocity (fps):
1.8
2.6
2.3
PUMP DESIGN CRITERIA:
Supply Design Flow (gpm) at Flushing:
Return Design Flow (gpm):
Friction Coefficient [C=120 Conserv; C=140 Accptble To DEH]
Supply Length (ft):
Supply Head Loss (ft):
Return Length (ft.
Return Head Loss (ft):
High Pt Elegy in Zone
Static Head (ft): ELEV. LIFT PUMP OFF TO ZONE H.P.
Drip System Head Loss (from Dripnet):
Head Loss Thru Hydraulic Unit Allowance (5 psi)
Desired Lat.Distal Pressure Req'd=7 psi (Berk -Rite Factor)
TOTAL DYNAMIC HEAD ESTIMATE (ft):
Pump Operating Conditions 16.55 gpm @
Use American Ufa Co. 314 Fin. PUTURB1534112W Turbine Pump
15.07
16.85
16.56
B.87
9.76
8.98 -
130
130
130
208
108'
173
5.63
143
5.57
142
250
309
3.18-
7.35
7.79--
260.5
259.5
263
8.00
7.06
10:51J
86.96
97.19
99.27
11.55
11.55
11.55
16.20
16.20 '
16.20
122.34 135.37 143.09
143.09 ft. TDH (ZONE 3)

,Anfield Estates Lot 7
SUMMARY OF INPUTS:
NUMBER OF LATERALS =
TOTAL LAT. LENGTH, FEET =
INSIDE DIAMETER, INCHES =
EMITTER FLOW, GPH =
INLET LAT. NUM. _
PRECISION, HARDY CRO S =
IHEAD LOSS ADJ. FACTORS
SUP. MAN. _
LATERAL FEEDERS HEAD
LATERAL NETWORK DETAILS
LATNUM LENGTH NUMLPS
1 345
2 326
3 304
4 350
5 308
Zone i
5 INPUT FILE NAME: anf_7_zl.txtl
1633 OUTPUT FILE NAME anf_7_zl.out
I
0.55 EMITTER SPACING, FEET =
2
0.61 MIN. SCOUR VEL. =
1.5
1 OUTLET LAT. NUM =
5
2.62E-04 OVERALL =
0.005
1 RET. MAN. _
1
1 LATS. _
INFLOW EMFLOW OUTFLOW OUTVEL
1 2.880644 1.72833 1.152314 1.554818
1 2.946271 1.626663 1.319607 1.780546
1 3.022415 1.524997 1.497418 2.020466
1 3.048245 1.748663 1.299582 1.753527
1 3.175084 1.54533 1.629754 2.199028
TOP -FED MQNIFOLDTEC UNIQUE DETAILS
LATNUM
INFLATDIAM INFLATLEN RETFLATDIA RETFLATLEN LATVOLUMFTOTFLATVOL
1
0.5 57
0.5
79
4.25799
1.3872
2
0.5 44
0.5
65
4.023492
1.1118
3
0.5 32
0.5
50
3.751968
0.8364
4
0.5 17
0.5
36
4.3197
0.5406
5
0.5 6
0.5
6
3.801336
0.1224
MANIFOLD NETWORK DETAILS
0
MANNUM INDIA INLEN INFLOW
INVEL
OUTDIA OUTLEN OUTFLOW
OUTVEL
1 1.05 0.33 12.19202
4.513681
1.05 0.33-1.147227
-0.424722
2 1.05 0.33 9.245744
3.422924
1.05 0.33-2.456664
-0.909497
3 1.05 0.33 6.22333
2.303977
1.05 0.33-3.954079
-1.463864
4 1.05 0.33 3.175084
1.175467
1.05 0.33-5.243491
-1.941225
SUMMARY OF OUTPUTS:
FLUSHING FLOW, SUPPLf SIDE,GPM =
15.07266
EMITTER FL �W, GPM =
8.199417
RETURN FLUSHING FLOW, GPM =
6.873242
1
MANIFOLD VOLUME, GALJLS =
0.1187525
LATERAL VOLUME, GALL` =
20.15449
FEEDER LAT) 3.9984
ITOTAL NETWORK VOLUME, GALLS =
24.27164
NETWORK FILLTIME,MIN S, =
1.610309
LONGEST LATERAL DETENTION TIME WHEN FLUSHING,
MINUTE
i. =
3.199136
FLUSHING CONDITIONS:
SUPPLY MAN. HL., FEET=
5.92E-02
RETURN NAN. HL., FEET=
1.20E-02
LAST LAT. HL., FEET = 1
80.71123
FIRST LAT. HL., FEET =
81.12806
CLOCKWISE LOOP HL. =
80.77042
COUNTER -CLOCKWISE HL =
81.14003
MEAN TOTAL HEAD LOSS =
80.95522
VARIANCE =
4.57E-03
IRRIGATION�ONDITIONS:
LTERAL
SUPPLY MAN. HEAD LOSS =
1.80E-02
LONGEST HL. =
20.50119
TOTAL NETWORK HL. _ 1
20.51923
1

Anfield Estates Lot 7
SUMMARY OF INPUTS:
NUMBER OF LATERALS =
TOTAL LAT. LENGTH, FEET =
INSIDE DIAMETER, INCHES =
EMITTER FLOW, GPH =
INLET LAT. NUM. _
1PRECISION, HARDY CRO S =
HEAD LOSS ADJ. FACTORS
(SUP. MAN. _
LATERAL FEEDERS HEAD
LATERAL NE�ORK DET ILS
ILATNUM LENGTH NUMLPS
1 332
2 238
3 262
4 282
5 301
Zone 2
5 INPUT FILE NAME: anf-7_z2.txtl
1415 OUTPUT FILE NAME : anf-7 z2.out
I
0.55 EMITTER SPACING, FEET =
2
0.61 MIN. SCOUR VEL. =
2
1 OUTLET LAT. NUM =
5
3.59E-04 OVERALL -
0.005
1 RET. MAN._
1
1 LATS. _
INFLOW EMFLOW OUTFLOW OUTVEL
1 3.151892 1.66733 1.484563 2.00312
1 3.414232 1.179331 2.234901 3.015553
1 3.415462 1.301331 2.114131 2.852597
1 3.431214 1.402997 2.028217 2.736674
1 3.438937 1.504663 1.934274 2.609915
I
(TOP -FED MANIFOLD TEC UNIQUE DETAILS
ILATNUM
INFLATDIAM INFLATLEN RETFLATDIA RETFLATLEI\ LATVOLUME TOTFLATVOL
I 1
0.5 51
0.5
46
4.097544
0.9894
2
0.5 34
0.5
35
2.937396
0.7038
3
0.5 24
0.5
26
3.233604
0.51
I 4
0.5 14
0.5
16
3.480444
0.306
5
0.5 6
0.5
6
3.714942
0.1224
MANIFOLD NETWORK D5WLS
1
MANNUM INDIA INLEN
INFLOW
INVEL
OUTDIA OUTLEN
OUTFLOW OUTVEL
1 1.05 0.33
13.69985
5.071905
1.05 0.33
-1.484559-0.549608
2 1.05 0.33
10.28561
3.807899
1.05 0.33
-3.709291-1.37324
3 1.05 0.33
6.870152
2.543441
1.05 0.33
-5.813253-2.15216
4 1.05 0.33
3.438937
1.27315
1.05 0.33
-7.831302-2.899275
(SUMMARY OF OUTPUTS:
FLUSHING FLOW, SUPPL( SIDE,GPM =
16.85174
EMITTER FLAW, GPM
=
7.09125
RETURN FLUSHING FLOW, GPM =
9.760486
1
GALLS =
MANIFOLD VOLUME, GAL
0.1187525
LATERAL VOLUME, GA LL
=
17.46393
FEEDER JJ
ITOTAL NETWORK VOLUME, GALLS =
20.21428
NETWORK FLTIME,MI�
S.=
1.199537
LONGEST LATERAL DETENTION TIME WHEN FLUSHING,
MINUTE'S. =
2.396721
FLUSHING CONDITIONS:
ISUPPLY MAN. HL., FEET=
7.25E-02
RETURN NAN. HL., FEr
=
2.48E-02
I LAST LAT. HL., FEET = I
96.90067
FIRST LAT. HL., FEET =
I
97.38159
CLOCKWISE LOOP HL. =
96.97315
COUNTER -CLOCKWISE HL =
97.4064
MEAN TOTAL HEAD LOSS =
97.18977
VARIANCE -
4.46E-03
IRRIGATIOLNDI I IONS:
SUPPLY MAN. HEAD LOSS =
1.37E-02
LONGEST LATERAL HL.
=
18.13269
TOTAL NETWORK HL. = I
18.14642
1

IAnfield Estates Lot 7
Zone 3
SUMMARY OF INPUTS:
INUMBER OFLATERALS =
5 INPUT FILE NAME:
anf-7-z3.txtl
(TOTAL LAT. LENGTH, FEET =
1510 OUTPUT FILE NAME:
anf_7_z3.out
INSIDE DIAMETER, INCHES =
0.55 EMITTER SPACING, FEET .=
2
EMITTER FLOW, GPH =
0.61 MIN. SCOUR VEL. =
2
I INLET LAT. NUM. =
1 OUTLET LAT. NUM =
5
PRECISION, HARDY CROL =
3.23E-04 OVERALL =
0.005
HEAD LOSS ADJ. FACTORS
]SUP. MAN. =
1
RET. MAN. = 1
LATS. = 1
] LATERAL FEEDERS HEAD
1
1
LATERAL NETWORK DETAILS
ILATNUM LENGTH NUMLPS
INFLOW EMFLOW OUTFLOW
OUTVEL
1 1 314
1
3.128312 1.565663 1.562648
2.108481
I 2 334
1
3.149828 1.66733 1.482498
2.000335
3 277
1
3.380483 1.382664 1.997819
2.695657
4 286
1
3.424344 1.42333 2.001014
2.699968
5 299
1
3.478665 1.48433 1.994335
2.690956
(TOP -FED MANIFOLD TEC UNIQUE DETAILS
LATNUM INFLATDIAM INFLATLEN
RETFLATDIA RETFLATLER LATVOLUW
TOTFLATVOL
1 0.5
67
0.5 61 3.875388
1.3056
] 2 0.5
58
0.5 52 4.122228
1.122
3 0.5
24
0.5 41 3.418734
0.663
4 0.5
15
0.5 29 3.529812
0.4488
5 0.5
6
0.5 6 3.690258
0.1224
MANIFOLD NETWORK Df=rAILS
MANNUM INDIA INLEN
INFLOW
INVEL
OUTDIA OUTLEN OUTFLOW
OUTVEL
1 1.05 0.33
13.43332
4.973232
1.05 0.33-1.552478
-0.574753
2 1.05 0.33
10.28349
3.807115
1.05 0.33-3.024806
-1.119832
3 1.05 0.33
6.90301
2.555606
1.05 0.33-5.017538
-1.857573
I 4 1.05 0.33
3.478665
1.287858
1.05 0.33-7.008382
-2.594616
1
SUMMARY OF OUTPUTS:
FLUSHING FLOW, SUPPLY SIDE,GPM =
16.56163
EMITTER FLbW, GPM =
7.574167
RETURN FLUSHING FLOW, GPM =
8.987464
1
MANIFOLD VOLUME, GALLS =
0.1187525
LATERAL VOLUME, GALL =
18.63642
FEEDER
TOTAL NETWORK VOLUME, GALLS
22.41697
NETWORK FILLTIME, MINS. =
1.353549
iLONGEST LATERAL DETENTION TIME WHEN FLUSHING,
MINUTE=.
-
2.493187
1 FLUSHING CONDITIONS:(
ISUPPLY MAN. HL., FEET =
7.13E-02
RETURN MAN. HL., FE T=
1.95E-02
I LAST LAT. HL., FEET =
98.96024
FIRST LAT. HL., FEET = 1
99.49968
1 CLOCKWISE LOOP HL. =
99.03154
COUNTER -CLOCKWISE HL =
99.51923
1 MEAN TOTAL HEAD LOSS =
99.27538
VARIANCE =
4.91E-03
IRRIGATION ONDITIONS:
LTERAL
1SUPPLY MAN. HEAD LOSS =
1.53E-02
LONGEST HL. =
18.72826
ITOTALNETWORKHL. _]
18.74353
1 1

Design Specifications
Five Bedroom Sinele Family Residence
Tvp_ ical for Lots 1, 2 3, 4, G, 7, & 9 10, & 11
Anfiled Estates Subdivision
NreTreatment, Disinfection, & Surface Drip
August 19, 2024
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—Anfield Estates Subdivision
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
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,4nfield Estates Subdivision
PreTreatment, Disinfection, & Surface Drip
Chatham Co, INC 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 112 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 enclineer or his
representative shall be allowed to observe the installed tanklsystem
configuration, prior to backfillinq 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-Anfield Estates Subdivision
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 Three or 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 capable of
pumping 14 gal/min against 125 ft (TDH) & 20 gal/min against 120 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,
Five Bedroom Single Family Residence-Anfield Estates Subdivision
PreTreatment, Disinfection, & Surface Drip
Chatham Co, NC Page 4 of 7

automatic valves, control panel, alarm panel, and related wiring systems. The
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 5' 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.
Five Bedroom Single Family Residence-Anfield Estates Subdivision
PreTreatment, Disinfection, & Surface Drip
Chatham Co., NC Page 5 of 7

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.
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 (13I0INSERT12X12), Female
Adapter SXT SCH 40, '/2" x'/2' (PVCPRFIP12X12), '/z" PVC Flex Tubing
(PVC12FLEX), and Bioline Repair Coupling 1/" (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-Anfield Estates Subdivision
PreTreatment, Disinfection, & Surface Drip
Chatham Co., NC Page 6 of 7

System Specification Summary
Daily Wastewater Flow (5 Bedroom)
i Septic Tank Size
Recirculation Tank Size _
1 Field Dose Pump Tank Size
Gravity Sewer Line (Septic Tank to Recirc. Tank)
Primary Pretreatment Unit _
J 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 to Field_(100% Design Flow)
Dose Method _
Average Volume Per Dose
Average Dose Frequency
600 qpd for PreTreatment
1,500 gal (min)
12500 qal (Two compartment -See Drawings)
13,500 qal
j_+/+ 5 ft (4 in SCH 40 PVC) J
State Approved Septic Tank
One EZ Treat 600 GPD Pod
1 600 qpd (max); UV Disinfection: 10 GPM J Timer Controlled
40 gal/dose +/- 13.6 Gal/Min I
176 sec; or 2.94 minutes
1 60 doses/day (�7a 24 minutes cycle; intervals_
(_American Perc-Rite ; or Equal
480 qpd _
Timer Controlled
160 oal/dose
J 8_0 doses/day
Five Bedroom Single Family Residence Anfield Estates Subdivision
PreTreatment, Disinfection, & Surface Drip
Chatham Co, NC Page 7 of 7

PRODUCT INFORMATION
MANUFACTURERS
O & M INFORMATION
FOLLOWS THIS PAGE

*007E-SQUARE
ACCLSS FUR
CUNCNL IE RISER - 126•
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SHUAF Si SEPTIC INC MODETS 1500 STS
4130 WESTEST UUL' S HWY 64 '
LEx1NGTON. NC 27299 -- NON TRAFFIC
PHONE C336) 787-53,26 1500 Gallon SgWc Tank
FAX 1d360 /tl/-Gtl[6
W WW,SHOAFPRECAST.C(3M
SHUAF-1,ti00 SLPIIL• IANK
STD-39U NON TRAFFIC
LIUIUID CAPACITY-1,517 GALLUNS/AIRSPAL-E-10'
LANK MCIGHF-70'
BOTIUM OF LANK TO CENIER OF INLE1-61'
11011014 OF TANK TO CENTER OF UUTLET-59'
LENUIH IU WIDIH RATIO-2 TO I
SIZE Ui' 1NLE1 f, OUILEI-3' Uk 4' VIPE
TYPE QF INLLI 6 UUILEI-PULYLULK UK LUUAL IMLLIS ASIM L-U[J)
CONCKEIE PST-40001 TANK WEIGHT- 13,U00 LBS
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MODEL: MS NON -TRAFFIC 2600 PT
NON TRAFFIC MID SEAM PUMP TANK
SHOAF PRECAST INC.
4130 WEST US HWY 84
LEXINGTON, NO 2rA5
PHONE [phone]M
FAX [phone]U
InthcWwuipmcwg.00m
www.oeodpnoyLmm
- NC APPROVAL N : PT - 2103
- LIQUID CAPACITY- 2,549 GALLONS
- GALLONS PER INCH-43.95
- PIPE PENETRATIONS - (MEETS ASTM C4123)
- CONCRETE - GOOD PSI MIN.
- TANK WEIGHT-10,000 M
- TOP - 11,000 M
-BOTTOM-5,000#
- REINFORCEMENT PER ENGINEER SPECS
• 1 114' BUYTL SEALANT CONTINUOUS IN JOINTS
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SHOAF PRECAST SEPTIC INC.
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• LIQUID CAPACITY - 3,510 GALLONS
GALLONS PER INCH -43.B5
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PIPE PENETRATIONS - (MEETS ASTM Chi)
CONCRETE - 5M PSI MIN,
TANK WEIGHT • 16540f1
TOP - 9,320 N
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E-Z m r%I=AT
Re -Circulating Synthetic Filter
Indiana Manual
DesignGuide
and
Installation Manual
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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
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2.6 Spray Manifold System
2.7 Filter Media Mattress Material
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2.8 Decentralized Design Options for Commercial,
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Community, or Urge On -site Systems
3.0 Installation Instructions
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3.1 Pre -construction Meeting
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3.2 Off Loading Treatment System
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3.3 Excavating and Installing the Pod
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3.4 Piping the E-ZTreat Pod Supply and Return
3.5 Installing the By -Pass Valve
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3.6 Installing the Recirculation 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 S Model 750 Configurations
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Appendix 2: Model 1200 Configurations
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Appendix 3: Typical Commercial Configurations
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Appendix 4: High Strength Waste Case Study
1
1
2
2
2
3
7
7
8
12
12
12
13
13
13
14
14
15
18
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1.0 Treatment Process Overview
The E-ZTreat'rRe-armlatingSynth ehcFittero'ysterncoerar sasafiaednmeidia,aackEedbedfilter
sysrem In these treatrent systems. larg.4s sohds .-,on_ained in the apuiiecl affluent are
retained withinthernediaoyfr'tratron.o€thefrltermedia_Rbactehai
film forms on the surface of-nediag-ains aro oravi xas rorremoval ofsolublearga,nicmaterial
and small colloidal matter by absorption by t?te tsactena in the 75rn. Decomposition of the
absorbed material occurs during rest periods rn She filter. when Mere is no application of
effluent. The organic material becomes an energysow.�;eforme bacteria tomain?ain therr,-
selves and produce new cells. Overome, asthel+iter matures. the film layerlarmsEhsough-
ouithe aepth of the filter media and bk orodws a= the bws ;agical process pass out of tt'e RP -
ter. ,Re -circulation of the water iewAng'ne filter track through'€tefifter surface provides for
addition at treatment by the bacteria in the, rnedisbed .as retiasa:nechanism"armovingpar-
tialiy decomposes aYgan;c macen3ts, blanai waste p; ansiaEthar Boris frctrle rtteefil-
ter This keeps the pamspar eswithin ttw_rrsedia"; mclns3gingi. Treatment using recirculating
media filtration systems isgeneraily an aerobieprocess aind:e-aerationofthe media. which
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VI occurs during theresting(norr-dosirigkperiods,isessential€orpropertreatment
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2.0 Design
(1)
W Many types of media are Table 1 Indiana Septic Tank Sizes
3 used in packed bed filters.
I: Washed, graded sand
:3 was the most common. Icl Emv sl u fie M mK a aomm apto briar ik %w lire n Vodliial m TaNk M a
,LA.* Other granular media iplbrr
�+ used include crushed l�hxlil-o�wd`�ma,_s�rrac ie'isnc inks I
glass, gamet, anthracite, VumietdfBrBa�sadire; 1 .ta
A_* plastic, expanded day, Irlar i terra
O expandedshaie, open -cell I
foam, extruded poly-
1,45
styrene, and bottom ash t I,SO I
AU from coal-fired power ! i 13M i
plants. 1,ill@0w?mmdpipib Wikwz6aL'lbal'M
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AL Media characteristics
EZ Treat/Indiana requied redreylacian tankfchamMer
can limitthe number of Tank! chamber iosm nmum ofix 9Pe design %w.
doses possible. Media
re -aeration mustoccur
between doses_ As the
effective size of the media decreases, the 2.1 Re -circulation Tank Sizing
time for drainage and re -aeration of the For single-family home systems, the re -
media increases. The BOD5loading should circulation tank is typically sized to be equal
decrease with decreasing effective size to 1 times the design peak daily flow.
of the sand_
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2.2
When treating domestic strength sewage
(300 mg/I GODS 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 avar3gs
requirements of NSF Standard 40 Class 1
(25 mg/l CBOD5 and 30 mg/l TSS).
Reductions in the CBOD5 and suspended
solids (TSS) influent concentrations will be
attained within a few weeks ofcorrrmissioning
and should be consistently achieved over the
lifetime of the styrene media.
CBOD5 and suspendedsolids (7SS)treatment
performance in the styrene media Is not
subject to wgriftant variation with ambient
air temperature fluctuations_
2.3 Operating Costs
Power costs for pumping at3to4kWh/day
are fn the range of$9 to $121month.
The E-Z Treat Re -circulating Synthetic Filter
system incorporates technology resulting
from years of independent research in
re -circulation sand b!"ttration. Our system
applies each area of this technology in a pn-
packaged system. This ensures can sistent
field performance in reducing ROD, TSS and
Total Nitrogen. The system addresses media
size and composition, drainage and vend Mon,
optimum dosing cycles per hour, depth of
filter media, pre-treatment of effluent,
pre -filtering ofefflueriM ensure particles"ize,
even distribution of eM uent over the media,
and piping design that optimize treatment
within thesystem.
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Table 2
NSF Testing Performance Summary
aws
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TSS
z mgn
M
3 3 mg/1
Turbidity
2 NTU
ECali
2MMICI N
PH
6.8 —7 5
Toml Nitrogen Reduction
64%
Wth optional UV disinfection
2.4 E-Z Treat Loading Rates
In accordancewiththe EPADesign Guidelines
and field testing of the E-Z Treat Re -circulating
Synthetic Fitter Model600 can be continuously
loaded at 750 GPD and Zlb BOD_ Model 1200
can be continuously loaded at WO GPD and
4 lb BOO. EPA research and testing has
proven that system designs, such as the E-Z
Treat Re -circulating Synthetic Filter system,
will prod ucea high quality efflu ent at loading
rates in excess of 25 gal/Mday.
1ZZ070 E-Z

2.5 System Overview
Prior toe ntering the r-circulattng pump tank
,he effluentwill be *treated in an anaerobic
chamber fitted with an effluent filter, this
filter should remove any solids greater
than 1/9' manufacturer recommends
1 /16". The second chamberwill be a
re -circulation chamberfitted with afloat ball
by-passvalveandre-circulationpump. The
float ball by-pass valve connects, inside the
re -circulation tank, to the4'return line from
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the pod. The float by-pass valve maintains a
constant liquid volume in the re -circulation
tank. The float by-pass valve allows the
effluenttobeconstantlyri. eirculatedthrough
3lesynthehcffter discharging onlythe daily
forward flow volume after it has passed
th rough the p od. In designs using an external
splitterbox the f oatby-pass valve would be
eliminated from the re -circulation chamber.
Standard Model 600 Package:
Item Description
t Modet o00 Pod
2 STEPLA %4milabm Pump,112 HP
i Floe[ R"Pass vaka
a Cndrul Panel
S So* Twk EMuent Fkar (suppW by others)
LF
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Standard Model 750 Package:
1 Model 750 Pod
2 STEP -20 Re4rculaGon Pump, % HP
I Float Ely-7assVaiae
•1 Contmi Panel
5 Septic Tank Ef LientFiller (supplied byotharsl
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12120M E-Z

STEP-20 Re -circulation Pump
Table 3 Pump Specifications
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Shell Staimesa stel
Discharge 10, 20 and 30'DN'nwels: tennoplastc 50 VM models. stainless steel
1 Discharge Bearing Nylatron'
' Impellers Dehrrl,
Diffusers Polyrarborma
Suction Caps 'olycarbonate arin stainless steel ;year ring
Thrust ?ads ?ropdelaryspeartcatlpn
SIraR and CaugUng stainless stee1300 grade
Q Intake Fibergl3ss-eintorcedthemo0astic
(D Intake Screen �*urapylen9
H Jacketed Cord 300 mil 'SCOW jacked 10'reads (2-wire with grarn4: aptional20'. 0, SO' and 100' lengths available
3WMI*Fs a nfWbF-red Uad e. .Ltd=_ I_ rwpe.uae+rrm ICm P"
^ nybMiAm a regio� " tradww% zrP""rrNim
L I STEP vius•rsa �g red vadurraR dtPartar w3err
� >,is n "w da — xst --ducts oe—t a,
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Refer to Appendix A for Pump Curves
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Model EZ SR-12
Re circuiabon pump power source 59nninals Tt d T2
High Level Alarm (top 111W
Low Level Aiarm tbolbm %4 connects to terminaals At and 2
IKde Angle pump3 "QFF jmar activation tmidrtb float) terminals A3 and 4
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2.6 Spray Manifold System
To maximize the effectiveness of every
cubicinch of the media material, the
Model 600em ploys a spray manifold
with 8 evenly spaced wide-angle spray
nozzles and Model 1200 employs
12 nozzles. The nozzles are plastic
construction with a free passage of
0.0625" in diameter; this large free
passage helps preventnozzte clogging
while maintaining a consistent misting
spray. The manifold is assembled
with a pressure gauge and valves
allowing forflow rate adjustments_
2.7 Filter Media Mattress Materia(
�afSSUIE
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Model1200 . WIY"GIDE
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_
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2.8 Decentralized Design Options for Commercial, Community, or Large On -sate Systems
BIG-IZ3L�
1" MANIFOLD
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Golf Club (Haymarket VA.) EffluentDis mal Method: Low Presam Pipe
This syslemwasinstalled attheriub Daily%%%: 20,D0D GPD
in 2009 Treated _Rluent Parameters: BD%-.10 mgl
TSS7 10 mgl
TN: 20 mgll
Residential Cluster (Lake James, NC) Effluent Dispersal Method: InfFltratorChambers
This system services a lake -side complex Derryd . 25,00{ 0 m
consistingo€singlefamilyhomes. apartments, Treated Effluent
fStuentParameters:9GO�10mg1
TN.: T
cornmunitycenterandswimming poof_ NTOmgl
20 mgA
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MotorHome Park (Smokey Mountains) Effluent Dispersal Method. InMmtnrChambers
Daily Flow: 30,000 GPD
Treated Effluent Parameters: BODq:10 mgl
TSS: 10 mgl
TN: >60%
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3.0 Installation Instructions
E-Z Treat Company or Its representative will conduct anon -site training w ith each installer before
theyarecertifredtoInstallE-ZTreat systems. The Design & Installation Manual, "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 technology
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.
1
rMetrainingwill include insnctiononproper s+teprep locat:ngpod.vquipmer•-,�+anirling,
=_xcavation, pad placement, piping, winngand star;:caftheE-ZTreataystem. .a,-nv--_1l
classroom training will be arequirementforinstallers to maintain their certfficatiort.Asa
-on dition of E-Z Treat certification, contractors must have aroperstateand local ltcenses
and appropriate insurance policies. E-ZTreatdistri butors will only sell or authorize
installations by E-Z Treat certified installers.
The EZ'rreatmentpod will ship pre -assembled, requrnngonly nel-d piping of the pad supply lone
and dr_srharge line, installing the re -circulation pump 4- float by -sass value and the re -circulation
control. When installing the E-Z froat symem the order of components instat1ahon is not
critical and each segment can be installed independently.
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3.1 Pre -construction Meeting
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A pre -construction meeting required for a
contractor's first installation and
recommended for future installations before
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any construction commences. This meeting
is an ogmrttxvty for the owner, builder,
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angineerfdesigner, local regulatory agencies,
f1
service provider and installer to clarify
property lines, building location, system
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location, power sources, drainage areas, final
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site grading and answergeneral questions.
3.Z Off Loading Treatment System
The E-ZTreatRe-circulation Syr "tic Filter
pod is injection moided polyethylene weighing
about 300 pounds. Because of the relative light
weightandtoughnessofthe maternal, special
handling is notrequired. Two people cars easily
unload the pod. if machl nary is usedto off load
the pod or transport It to the excavated hole;
nylon straps, chains or rabies used to lift the
pod should be in good condition and rated for
atleast 1000 pounds.There-circulation pump
and control will be shipped 1 n factory seale d
cardboard box, these items are notfragi le b ut
should be handled with reasonable care not
dropped orthrown.
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3.3 ExL3,A'^g arnd � qg [hePOd
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'Wx9'Lx4'H.
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Place 3!4" to 1 "stone orequal to a heightof
4" in the bottom of the excavation forming
a level base for the pod to set, this will J
prevent settling of the pod and allow for
Q leveling of the pod.
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LM " BaGd511 the pod with clean fill soil, free of
rocks and foreign material. Do not compact 4' oudet
� the fill, allow the soil to settle naturally. Mode1600 Pod
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t2 adjust she pod to slope 1" toward the 4'
r'D PVC ou".let this assures proper drainage.
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V' and Return
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• Once the pod is placed and leveled.
,-r conneet4' PVC pipe between theoutlet ��
p of the pod and the by-pass valve located
in the re -circulation tank. -Weir
:y Attach 1" PVCsupplyline between the 1" _
inleton the pod and the re -circulation pump- '0
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Float Ball I
3.5 nsralling 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.
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3.6
Connectthe 1 "PVC pipe between the inletof
the pod and the re -circulation pump.
Always provide a quick disconnect device for
removing the pump, Us can be accomplished
with a union, camlock coupler or pitless
adapter.
•
DO NOTinstal I a checkvalve in the pump
supply line this will prevent the supply fine to
the pod spray manifold from draining and
may cause freezing.
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3.7 Setting Pump Contro I Floats (seepages)
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The control panel will come with three liquid
level floats:
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1 _ Low Level Alarm Float protectsthe
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pump from run dry damage by turning
off the pump and sound an audible
CL
and visual alarm. Set float to activate FloatSettings
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if the effluent level drops to 4" above
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the pump intake.
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2.Timer Enable Float activates the
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pump runtimeandassuresampump
only runs when there is sufficient
Leval
effluent in the re -circulation tank. Set
J et
float to activate when effluentlevel in
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the recirculation tank is filled to50%.
Liquid Lffyol
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3.HighLevel Alarm Fioatwillsoundan
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audible and visual alarm when the
effluentin the re -circulation tank is
-
too high_ Setfloat to activate when
3 j
the effluent level in the in the re-
LOW Level
circulation tank is level with thetop
Alarm Float
of the by-pass valve.
4• above pump inlet
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I
4.0 Start-up
Septic Tank and Recirculation Tank
The septic and re-circu lation tan ksh all be
inspected prior to start up to:
1. Verify the lid and riser assemblies are
watertight_ Check for any damaged, water
weeping marks, holesorcracks_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. Inspectthe liquid level in the recirculation
tank, the liquid should be sufficient to
activate the Timer Enable Float
4. Inspecittle location of the float controls.
Theyshould be securely attached to the
float bracket, free to float without
obstructions and the location of th a floats
should correspond with thefloat diagram
on page 10.
Power Supply
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 speci-
fied on the pump have an electrician check
the main service line feeding the system
control panel.
By -Pass Valve
f. Verify the main power supply to the re-
circulation panel has properly sired
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 specked
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 and
caps fram the spraymanifold. Operate the
re -circulation pump by turning the pump
control to the "HAND -ON" position. Let
the pump run foroneminutethen turn the
pump contra to the "0 F F"position 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-setthe pump con-
tr of selectorswitch 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 the system.
Setting the Re-clrculati6n Pump Control
1. Check the functions of the E-Z Treat
Re -circulating Synthetic Filter control panel.
Main Control 'ON/OFF"switch
Turns power ON or OFF
System Setting Switch
"MANUAL ON" and "AUTO ON'
'MANUAL ON" overrides all float
switches and time clock switches. AUTO ON"
allows for normal operations dictated by the
time clock and float switches.
Timer
"MINUTES ON' and'MINUTES OFF"
Controls run time of re -circulation
pump i.e. GIRD re -circulated through media
High and LowWaterAlarm "ALARM Orr,
"ALARM AUTO' and "ALARM SILENCE"
"ALARM ON" will manually turn on
the audiovisual alarms. "ALARM AUTO" is the
normaloperationaisetlingand'ALARM SILENCE'
tumsoffthe alarms.
2. Check re circufation pump_ Placethe system
inthe manual mode bytuming the Ira-circu-
latlon pump switch to'OW. The re-circuta-
tionpumpshould beg in to su pply effl u ant
to the spray nozzles in tha treatment pod.
12J2020 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 ONlOFF
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 ONIOFF 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". PracetheAiarm Switch
in the "ON' position, you will hear a loud
buzzer and see a red flashing tight. 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. Verify the floats are operational by manually
raising and lowering the floats tosimulate
thesystems normal operatinn. Verifyproper
operation of "High Level Float" by lifting
the float white the system timerts in the
"OFF" time mode, there -circulation pump
shouldtum on overridingthe'OFF'timer,
the Visual and Audible alarms should
activate_ Return the float to its normal
position the re -circulation pump will turn
off. Resetthe alarmsand manually lower
the "Low Water Float" with timer in the
"ON" mode, the re -circulation pump will
turn off and the visuallaudible alarmswill
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 dosing and
securing thesystem.
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.
Call: 703.753.4770 or visit eztreatnet
1 V2020 E-Z

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Re -circulation PumpTmer example
L ght Ndl 01irn Green :o on ?umo :s OFF
Lgnt will burn � -- m indicate
Re-circ.!ation?cmp s ]r —
Rotate dral to desired minutes
Clods face screw will cnange
the dock face from a mwumun
time of 1.5 unils to a maxhw
of 30 units. Always set the do(
Call: 703.753.4770 orvislt utreat.net
;,duN Ndl display OFF 'SEC' 'MIN` a: HR"
Rotate OF= scrzw :nnl'MIN' 300e315 in Window
1
Rotate dial to desired minutes OFF.
OFF screw displays
seconds, minutes 0r hOUS
Window will display ON
'SEC, 'AIIN' ar'HR'
Robe ON mew until
'AAIK appears in window
s seconds, mimdes or hours.
12/2020 E-Z

Appendix 1 Model 600 & Model 750 Typical Configurations
Note Not a complete ;ibrary of possible configurations Conract =-Z rr ear for more infcrmation
Drawings are available in CAD and PDF
1-Pod i 2-Tank with Simplex Timed Dose Re-Circulatiar Pumo
r
Q f-"-- a Lw,y. - st
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Call: 703.753 4770 orvisit: erreat.net 1212020 a-Z

M�fl�d F �T� a l►�c
Operation aad Maintenance E-Z Treat Sundlililedia Filter
E-Z Set Company irL-;pac:Lja and riintrnx1;x N Tres:
-uJ jpaaimg aperlrxin
,:-.)nip1 i arier Fhc Tnin"or!, i er� j :oncrac, will mc I ude a perfor-man= Msed 3 y sl-Mr."
!TNPCZ-.,-,n- t he pfi--'Ifjcr'TzUg ", MAcd ind :eruflcd L., E-2 Sat camnJin,
All inspection and maintenance reports must be forward, along with any additional
documentation, to E-Z Set Company, the [or,&[ authorized E-Z Treat Dealer and all
required or designated regulatory agencies.
The; rbllo�iN is j'is-LaL'ft rov-ke rrainsemvice and cleaning proctda, m that 3=
requtr--d by E-Z Set CO-ADWY- F-3flure ro ;)er,'orm the requircd i3o4;i= --q3Mtcn-Mu;2 could
reduce the desired pertornance,ifh,: system and will void the %arrari r) on the t--/ Treat
Sand Filter System.
Semi-som " insireedans the first veer of ooem6ow it nd &PRLPA I imcmMons eherclftn
E-Z Treat Rr-Oo---ulatiag Sand/M:dia. Filter Mad --I 9 0600
Capacity of Model Wr 600 - 700 G PD Rassidentfal Strength Effluent
E-Z 1'rearSind(NIW4 Filter Model N 1200
Capacity of NIMal 41200 - HOQ GFU Residendal Strength Effluent
Septic Tank
The septic and re -circulation tank shall be insper led annually to ansura they are operating
properly. Remove the access covers over the tank openings to perorm the inspection.
1. Verify the Lid and riser assemblies are watier6ghl- Check for any damaged,
water weeping marks, holes or cracks. The system must remain war-"i& to
podbrm. properly-
2. KORIDye, clean and replace the outlet effluent filter in azzardance with the,
instructions provided by the effluent filter manufacturer.
3. Inspect the liquid level in 6e septic tank it should be level with the bottom of
the oudet pipe.
4. Wp;,cr the cMuanc and scum Layers Fn the septic tmk, Look for oil or any
other coamminants drat arc not aormaL
5 Verify the tank has recelvcd its scheduled pumping and cleaning. Check the
solids layer in each of the ranks. If the solids law. have the tank
pumped.
Re-Circutadon T3nik
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 watanight. Check for any damaga water
weeping marks, holes or crack., the system milst remain warcc-igbt: to perform property.

Operation and Nlainter)anc-c E-Z Treat Sand.tiledia Filter
Re -Circulation Tank
1. Inspect the liquid level in the re, -circulation tank, it should be level with the
bottom of the outlet pipe.
?. At initial SStartin- Up of the system remove the end caps ii= the spray
manifold. Gpemte the m-eirc pump by turning the pump control to [tie "Kand-
On" posftion, Ler the pump run for I [one} minute .-he turn the pump cantml
En the "OT' position repeat this procedure three times to flush any
zonstructian debris such as dirt or pipe shavings from the spray manifold.
13--place the end mps''Hand Tighe' do nat use wrenches ar pliers. Re-sw the
pump control Selector switch to the "Auto" position_
3, lnspcc, the Mat by-pass valve. Manually start the re -circulation Pump and
observe the float ball valve, the call should drop as the liquid in the re-
circulanon =k- drops the effluent. returning from the and Filter pod should
tluw• back into the re -circulation tank and should not flow WE the discharge
pipe.
4. Verily that all the re -circulation pump floats are in good wrAidon, 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/Puru"Aiarms
1. Check the functions of the E-Z Treat Send Filter control panel.
Contml: Main Control "On/Offswitch"
unction: Turns Power ON or OFF
Control: System Setting Switch "jlanual ON" and "Auto Ott"
Function: -Manual ON" ovmid*s 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'
Functiov: Controls run time oFre-circulation puma i.e. GPD re -circulated thru
media
Control: High and Low Water Alarm "Alarm On", "Alarm Auto" and
"Alarm Silence".
Function "Alarm On" will manually turn on the audiaivisual alarms. "Alarm
Awn- is the normal operational setting and "Alarm Silence" turns off the
alarms.

Operation and Vlaintenance E-Z Treat Sand(Media Filter
Check re -circulation pump. Place the system in the ruanual mode by fuming the re-
cimuMan pump switch to "ON Tho re -circulation pump should begin to supply
a fflucnt to the spray nobles in the mtmcttc pod.
2. Cheek the vDltage and motor amp draw and record the readings. If the readings
are beyond the Limits of the NEC recommendatiuns, have an aiectrician clieck the
main service line feeding the system control panel.
3. Place the system in the normal operating mode by turning the re -circulation pump
switch to "AUTO" Verify the Time Clock ON/OFF settings are the same as set ad
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 at
stop watch and verify the length of time, the re -circulation pump is OFF then
verify the time the re-cireuia6on pump is ON, those times should match the
OylOF€ Timer Clock xttiags in the control paneL
Re -Circulation Pump Time Clock
Light Will Bum Green to Indicate Re,
Circulation Pump is OFF_
Light Will Sam RF.D to Indicate
Re•Cireulation Pump is ON —
Rotate Dial to Desired Minutes ON
Window Will Display OFF 500., Min- or Hr
Ra 3:e OFF M21 Until Min. Aaveers in'N Indcw
OFF DjgL Secoeds, Mieutea or Hours
Window Will Display ON Sec., Mil. or Hr.
Rotste ON Dial Until Min. Aopears in Window
ON giaLSeewds, Minutes or Hours
Rotate Dial to Desired Minutes OFF
Clock Faie Dial Will Change the Clock Face
From a Mwdrermt Time of 1.5 Units to a Mmintum
of 30 Units. Always Set the Clock Face to 30.

5. Confirm to opcntion a''the visual and au'eute "i 11GH' and "-LCi4t-" water
alarms. Tht"mirui has at alarm ;witch ricarty mar40 Alarm "ON". Alarm
"Auto`' and Alarm " Si!"cc, Place the Alamo Switch in the `0N" posttton, you
will hear a loud buzzer and see a red flashing Lght. Mnve the switch m the
Aiarm" Silence" pasitioa the; red light and buzzer will go dornant-
6. Once the u!arms have been triggered return all settings to their original position of
A!arm "" W l'O" t I Fappltcable, verify the operation of the telemetry unit by
checking the alarm notations on the website.)
7 Verify the tLivars arc operationat by manuaiIy raising and !uwaring the tlaa;s to
sirnulur the systcros normal opcmttorr, Verify proper operation of '"High Lc4:l
Float' by lining the Roar while the system Timor Clack is in the "OFr' time
mode. the re,eimuIj6on pump should Wm utt over riding the "OFF" timer, the
Visual and Au&ble alarms Should activate. Return the rlom to its normal position
the m�circula(inn pump w4l turn ti)Ff. Reset the alarms and manually lower the
"Gaw Water Float" with -timer Claek in the 'ON' mode. the re-eirculation pump
will turn affand the visuDaudible alarms will activate. Return the float to the
normal position and the re -circulation pump will run. Resat the Alarms.
8. Properly re -install and secure all tank accesses!
E-7. Treat Sand!}ledia Filter
The E-Z Treat Sand Filter should be inspected to ensure it is operating properly. Remove
the pod cover to perform this inspection.
1. Take a grab sample of the effluent chat:k 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,
e. Solids, there should he no visible suspended solids
d. Solids, let sample set far 15 minutes, there should be no visible settling
of solids.
e. Test the pf L it should measure 6,9 to 7.5
If there is odor, color or solids clean the media.
If thn Ph is below 6.9 reduce the re -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. ffa nozzle appears ry
be clogged or iFthe spray pattern is not uniform, remove the nozzle and clean
the nozzle using a pipe stern cteaning brush.

Operation and Maintenance E-Z Treat Sand/Media Filter
3. Record 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 PSI.
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 =crdance 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 oftha disr�ibution manifold lints, manually smart
the re -circulation pump and allow it to :vn fur 5 minutes. This should
flush out the spray distrirautiore lines, If the pressure rmaains too high,
after cleaning the spray nozzfes and flushing the spray distribuiion
lines, adjust the pressure to the desired PSI using the ball vatvc 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. Verify the treatment pod is properly draining by loaning down the pod side
wall vents, there should ba no standing water, the 5cuom ofdte pod should be
visible.
S. 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.
Note: Iranv of the= cotulitions amist the media riu ds to be c:lcaned er replaced.
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 the media,
Note: Ifanv or these conditions exist the media needs to be cleaned or ren laced

Operatiun and Vf—.aintenanct: E-L Tre:el San&Nledia Filter
— ---
Cleaning the Filter Yledia
Depending upon influent strength and influent volumes, excessive biological growth can
accumulate inside and on the surface of the media filter after 3 to 5 y~zsrs 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 tam on the rc-cireulatien pump.
Step Five: Pressure 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: (toll the media mattress and wash the sides and bottom of the media
mattress.
Step Seven: rafter the media is completely cleaned properly place the media
mattress in the treatment pod.
Step Eight: Re -Install the spray distribution manifold.
Step Cline: Pump out and clean the Re -Circulation Tank removing all the wash
down water. Pump out the Septic Tank.
Step Tert: Turn on power m discharge system and return the treatment system
from Manual mode to Automatic mode.

Ope.ralutn and :Vlairitca<tftcc C-Z fre:ii land tdrer
RerplaceMent of Media etilattress
If the Filter lvledia is axposed to excessive concentrarions of petroleum products, paints,
gluts, waxes erc. it will become necessary to replace I've media The replacement process
it is a very fast and simpte_ Removing the media mattress should be performed by service,
agents that are trained and certified by E-Z Set.
Step One: Turn offpower to recirculation pump, discharge pump and controls.
Step Two: Pump the Septic tank and fe-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
E-Z Set Company. The 'Transport conmir:ar is easily hatted in a pickup muck 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, diiposat of this product is easy
and economical.

�-�eAMERICAN
w Manufacturing Company, Inc.
DRIP DISPERSAL SYSTEMS
RESIDENTIAL

PERC-RITE• is a unique fluid handling system for the dispersal of septic tank effluent wastewater into
sail. The system incorporates filtration, time dosing and law rate drip distribution ruoing. In condltions
where aerobic dispersal; such as low pressure distribution of optic effluent, is required or where land
application with the use of conventional soil absorpHnn fieids Is mat acceptable, PERC-Ftrw" offers a
method forsubsurface & surface dispersal of the wastewater
PERC-RITE• accommodates all pretreatment processes ineluding septic tanks, aerobic treatment untts,
lagoon, and media filtratian. Clnly primary treatment; the removaf of large settled solids, ofthe sewage
is necessary for the operation of the system. Local snit and site conditions may require additional
treatment for eKcessive organics, nutrients. F-O-G or other contaminants. Amencan 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.
J,i
i
l�z DIA PIPE
To CENTRAL JNlT
i: yi I iT: T=ti
ALARM W
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l
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SEAL
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ENABLE
7FF ■-p,--

PERC-RMO 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-RITE* control panels may also be equipped wlth optional equipment including blower and
treatment system contro15. Remote alarm notification, monitoring and remaw control is
provided as an option through; CONNECT RITE^', ourintegrated cellular, WI -FT or Satellite
communications package.
Bioline— drip tubing regulates the amount of effluent to be discharged from each emitter. The emitters
maintain a constant flow rate over pressure ranges of 7 to 70 psi which guarantees equal
distribution across the dispersal area.
DRIPPER FLOW RATE VS. PRESSURE
u
ua z
as -
3 44
al i
0.1 '
MMURElp1
Drip dispersal fields with discemable slopes must he
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. 5,984,574E • 6,261,452B1

CONTROLS
American lfanufacturinA Company, Inc. can design and build almo+: any omit: wastewater or
water system comml panel. Our staff is cantprtaed of profesiLonal engine: rs, d6lgners, sod
scientists. and technically trained sales peop`.e with extensive experience in control systems.
Our o5jective is to provide reliable, ecommical, and ofFicient control devices far fluid
handf ng. We inventory manl: standard control panels and are able to manutacturY special
panels in a very timely manner due to our modular design and manufacturing methods.
PACKAGES
American Manufacturing Company, Inc. manufactures many specialty Oa -Site Wastewater Sys-
tem packages including Recirculating Sand Filters, pump starions and the PERC-RITE. drip
dispersal system American can also fabricate skid mounted pump and control systems. test them
in house and ship the complete assernbly reedy for installation.
CATALOG
American Manufacturing Company, Inc. manufactures Specialty On -Site Wastewater
products including the Bull RunT"M Valve, Dial -A -Flow, Cool Guider"', and Poly Distribution
Boxes.
If you need a product or information not shown in our catalog or on our website please contact
our sales or engineering team andwe wiK do our best to get you what you need.

AMERICAN ONSITE CONTROLS
AMERICAN iNIANUFACrURING COMPANY INC-
PD 50X 97 ELWOOD, VA 2Vl6-0097
(800) 345-3I32 vomv.amer. ca^ionsitexom
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CONSTRUCTION PLANS FOR A WASTEWATER TREATMENT
�001
SURFACE DRIP IRRIGATION DISPOSAL SYSTEM
FOR A FIVE BEDROOM RESIDENCE
LOT 7; 212 ANFIELD ROAD; CHATHAM COUNTY, NC
1- i ,I �. _
1400
NORTH
o ais ds.
�a'.2,2"� i�> ,,,. M 4w
NTS
NOTES:
I ) 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 SOILIDISPOSAL 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:
ZADELL DEVELOPMENT, LLC
c/o Kyler Zadell, Manager
218 Edinburgh Drive
Cary, North Carolina 27511 eMail:
[e-mail]
ANFIELD ESTATES SUBDIVISION
NC DEQ PERMIT #WQ XXXXXXX
,&. V V 1
VICINITY MAP
ANFIELD ESTATES
MAJOR
SUBDIVISION
FIRST PLAT
CHATHAM COUNTY, NC
AUGUST 10, 2023
REV. SEPTEMBER 6, 2023
REV. OCTOBER 19, 2023
REV. NOV Y27, 2023
0, �.
NORTH CROI.P
PRELIMINARYDESIGNIA., e
NOT RE-ED
FOR CONSLRUCRON
GENERAL LOCATION MAP OF SUBDIVISION LOTS
NOT TO SCALE
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NQRTH �/� }l �` DESIGNATK i
SCALE 1 of-40
40' 20' 0 16,
NOTE: I
1. THE SOIL SERIES COVERING ALL LOTS WITHIN
THIS DEVELOPMENT ARE REPORTED TO BE
CREEDMOOR-WHITE STORE SERIES. FULL
DESCRIPTIONS CAN BE FOUND IN THE SOILS
REPORT PREPARED FOR THIS PROJECT BYJ,<,
PIEDMONT ENVIRONMENTAL ASSOCIATES, P.A.
2. THE COMPLIANCE BOUNDARY FOR THE i 110011
DISPOSAL SYSTEM AS REQUIRED BY 15A NCAC 02L.
0107(n) ARE THE PROPERTY LINES; AND, THE
REVIEW BOUNDARY IS HALF THE DISTANCE
BETWEEN THE COMPLIANCE BOUNDARY AND THE
WASTEWATER APPLICATION AREA. (15A NCAC 02L
.0108
3. WAIVERS FOR FRONT & SIDE PROPERTY LINE
SETBACKS ARE NOT REQUIRED DUE TO PERMITEE
OWNING ADJACENT LOTS [PER 15A NCAC .02T
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RECI RC TANK SCALES I — I 0 �
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DRPZONES & LA7ERAL I NFORMA110N'
Run
Design
Lateral
Number
Run
Length
1
25
2
32
3
38
4
46
5
52
z
6
60
0
7
64
N
8
72
389
E
9
76
10
82
11
88
12
94
340
1
13
100
14
102
202
15
1D6
16
108
214
17
112
18
116
228
19
120
20
124
244
21
127
22
130
257
1874
23
134
24
138
272
25
142
Z
26
145
287
0
27
149
N
28
153
302
E
29
156
30
160
316
31
164
2
32
167
331
33
170
34
173
343
1851
35
176
36
177
353
37
173
38
169
342
Z
39
139
O
40
128
267
N
41
128
E
42
106
234
43
95
44
84
3
45
6B
46
60
307
47
54
- 48
46
49
38
50
32
170
1673
Total Length-AlI Zones= 539$
r
SUPPLY MANIFOLD
� (TY /
PRO
/ I
RETURN NIFOL)
(TMP j C ALVE I /
1 I LAtIIERAL �UMBE� - I I I I
(TYR.) _ �'. m I PROPOSED IVE I
c I I
I I I ( t z I % BEbROOM MOUSE ;7
" NOTE: APPLICATI N AREA D D I
kHALL BE NCLOSE WITHIN 1 Z —
FENCIN . SEE SHE 6 FOR I I Z I
I I � DETAILS
■ J � 1 1 �
(I I In2" PVC S LINE & I} 1
/ / / ' 11 \■ �1 1 M1 I VkC RET1U E 1
44*
—A- ■ (
I 1 I \ ( I Ar PVC SUPPLY LINESN &
I-i/4� PVC RETURN LINE \
)Q)`
(MIN. 30 XURY)
i
51
FL x PVC BAN �ET13 ' •• ' Q
COPED LATERAL ■ t
NECTIONS �� ■ ■ r ■ '� t
Y(TYP.)
NOS
p
Top d.
_ BASU114LE S IL Sk
J ItN/kTIO LINE-x
MINIMUM APPLICAK ARE REQ'D= I Y,623 S.F. / I
APPLICATI AREA PROVI = +/- 12e222 S.F.
(1/2" FEEDER/LINES TO VATERALS -
(TYPICAL FOR SUPPLY ,& RETURN
I 1CONNECrIONS) / 1'
I I
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DR P ZONES & LA7ERAL.I NFORMA110N
Run Design Lateral
Number Run Length
1 25
2 32
3 38
4 46
5 52
6 60
7 64
8 72` 389
9 76
10 82
11 88
12 94' 340
13 100
14 102' 202
15 106
16 1081 214
17 112
18 116 228
19 120
20 124 244
21 12�
22 130 257
23 134
24 1381 272
25 142
26 145 287
27 149
28 153 302
29 156
30 160 316
31 164
32 1671 331
33 170
34 173 343
35 176
36 177 353
37 173
38 169 342
39 139
40 128 267
41 128
42 106 234
43 95
44 84
45 68
46 60 307
47 54
48 46
49 38
50 32 170
Total Length -All Zones=
Z
O
N
E
1
1874
Z
O
N
E
N
1851
Z
O
N
E
3
1673
SM
1 ` ! ■ r \ �3} 1 1 /2" PVC\SUPPLY LINES &
MINIMUM APPLICATION AREA REQ-15,159 S.F. 4+ 1 I/4" PVC RETURN LINES
APPLICATION AREAPROVIDED = +J- S IIIIIIII� -� � ► MI . 30" BURY)\ \
IN, 71
\\ JLATERAL NUMBED. \ Top J _
\ (TYP)O-�----s OF BA �—
NOTE: APPbCATION AREA / f / �n
SHALL BE ENCLQSE❑ WITHJP' / I / • �- f� f �.� _ �"
FENCING. SEE SHE,�.6 C -�.
DETAILS/� S P YMAIN
a/.'SUITABLE SOIk
Q�-� /DESIqNATION ALINE y �I
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LOOrPED LATERAL
CONNECTIbNS
I (TYP.)
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f& CHECK VA VE
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E-Z TREAT POD MODEL 600 V. BACKFI
FREE OF EBRIS •
I „lam FIN. GRA E VALA" E
_ (TT
_ rva 7
4-112" NA,SUPP.LINE 1'
— 4" D I' RETUF - EXISTING GRADE
LINE E-Z THE T POD
1'3:' ,
-SPRAY N E (TYP.I
SECTION THRU EZ TREAT POD ��
NITS
5/4 TREX BOARD Z
TYPICAL
EFFLUENT FILTER —,\ �— 3/4"0 RECIRC
FIN. GRADE �--
r
4" PVC TEE
4" PVC END CAP NOTE: DO NOT
GLUE ONTO RISER PIPE DRILL I/4"
— VENT HOLE IN CAP
4" PVC RISER PIPE -EXTEND
ABOVE BOTTOM OF TANK
LID
I I l]}J_d 4T' FROM FILTERS
� 4" TO FIELD DOSING
TANK
—E-Z SET BYPASS VALVE
ALL
TANKS REQUIRE A
" 6" THICK STONE BASE
SECTION THRU RECIRC TEE
NITS
1 1 /2" SCH 40 PVC
SUPPLY LINES - /
+ NOTE: TWO ACCESS 24"0 E-Z iET RISER WITH COVER
4" SERVICE LINE FROM FACILITY gDISPOSAL
RISERS SHOWN CAN 24"0 E-Z SET RISER WITH P FIELD
BE COMBINED TO COVER (TYP) (TY) _
SINGLE 30" DIA OPTIONAL 2' CARBON FILTER (IF
Z SET BYPASS VALVE 4 REQ. PERSEYfIC FLOW CODE)
-
24" E-Z SET RISERS (TYI' I I 24"0 E-Z SET RISER UV UNIT
10' MINIMUM WITH COVER.
STEP 20 TURBINE -PUMP tTUR13INEPIU FOR DRIP 1 1/4" SCH 40 PVC RETURN LIN�
(OR EQUAL) DOSING VI
L— 4" SCH 40 PVC BOTTOM E-=---I
TREATED EFFLUENT LINE TO CONTROL PANEL FOR DRIP
CONTROL PANEL FOR EZ TREAT FLOW UV ! FIELD DOSE TANK = CONNECTION OF TANKS
3 ZONE DRIP HYDRAULIC
I " DRIP FILTER BACKWASH/FIELD FLUSH RETURN FROM DRIP HYDRAULIC UNIT FILTER & VALVE UNIT
TO SITE PLAN FOR
SEPTIC TANK RECIRC. TANK FIELD DOSE TANK (REFERNUMBER OF ZONES)
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
NITS ALARM LIGHT
r FIN.GRADE: ELEV. "A" (SEE
NOTE: FIELD
I TANK ELEVATION
VERIFY PRIOR
SCHEDULE) 314" BALL VALVE
CLEAN-DUT 4"0 E-Z SET RISER
TO ORDERING
RISERS
6" MIN., 12";
� (TYP) WITH COVER (TYP)
MAX. i
314" RECIRC LINE
Y
INV. IN=
DESIGN
' FLOW)
I�
RAIN SENSOR (IRRIGATION CUT
OFF); MINI-CLIK, RAIN-CLIK,
HUNTER INDUSTRIES, OR EQUAL
NOTE: POWER TO 24"0 E-Z SET RISER
WITH COVER
THIS PANEL IS 230 VAC
(TYP)�4"x4"
30"0 E-Z SET RISER WITH COVER. CONTROL PANEL (LOCATED TREATED POST
24"0 E-Z SET RISER WITH COVER.—, WITHIN 10-FEET OF TANKS) DRIP CONTROL PANEL
FIN.GRADE: UV DISINFECTION UNIT 36' MIN WITH ALARM
FIN.GRADE: ELEV. "A" ELEV. "A" MODEL EZ SET UV I000-S j CONDUIT FOR PUMP
OR APPROVED EQUAL I� FIN.GRADE: ELEV. "A"
?(F
,., ass
ELy3Ev
PUTTER VALVE
,=11MPARTME4 6�_MTANIC
4039 GALLONS
DOSE FNAAP:=-G-•I5' N
.�RFFLE WALL iSrj.- — 96"
LIVE 600 GAL. [SIN
cOMPARTMENr FLOOR= ELEV. "G•
� I
I J r I U V, INV- wN=ELEV-"E' � TO DISPOSAL
4" PVC FROM BYPASS I I — EMERG, STORAGE VOL —
y' VALVE 70 UV UNIT = +1- 4039 GALS (IN BOTH TANKS)
I � BOTTOM nlun YYHI [K HLHRrI Qe
I C[?NNEREO rANRsI PEAK ENABLE= ELEV. ' J"
' I WITH 9' SCH 40 PVC
IlSND WATER -TIGHT I -
�_'.�I DOSE ENABLE= ELEV. "I"TURBINE
NV. I
� PUMP
Ir, PUMP C]FF= FI FV "I-N
ELEV- "c' WEIGHTED MERCURY FLOAT—!� r � FLOOR= ELEV. "K"
SWITC(j,E,S !41
- SEPTIC TANK
Itt HP. I ! SV, 20 GPM L 6" STONE BASE
TIJRBINEPUMPFOR RECIRC. &STORAGE (ts7WA;HED
DOSING EZ TREAT
1500 GALLON SEPTIC TANK
OR EQUAL) —
Poo NOT SHOWN 2500 GALLON RECIRC PUMP &STORAGE TANK
STB-390
PT-2103 44 GALS PER INCH
SHOAF PRECAST CONCRETE, OR EQUAL
SHOAF PRECAST CONCRETE, OR EQUAL
SECTION VIEW
FIELD DOSE TANK
3500 GALLON PUMP TANK +/_ 47 GALS PER INCH
PT-2105
_ SHOAF PRECAST CONCRETE, OR EQUAL —
TANK E1EVA110N SCHEDULE
• 11
257.50
257.30
257.20
257.00
258.00
251.00
252.50
252.83
253.83
251.00
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MODEL K 1
Single phaa., almpkx motor con4cloreanlrpL
Tne ModN 1 s2 malrJ MLNtA n T -Mr o OM : S y 2/0 VAC : }e an... puma • rymp
yranew. sOmp R^rJ oars krgllan 6yahxv antl I,0 kubone Tr.. ooN.1 swa;Aey ae:vna x nm.ft maw, -rx w •�
an Me damp la Aetl eY Il an Y¢m^ n.Mrylax �In An amlydrW elsm -tb, e0wa an.anlw l.Mm iyffroll
1 EncladaM measures a xa A 4,ndks(2d 32 X 2032 X 1016 M)
Cho. 0NEMA1(,tml for Ind ...... )•m NEMA/X(u11m netstabbza;
mermbplaab. Inn romovaok nwun1n9 het for..door o, mdoa we)
Opt- aeledetl mar mve.0 enclosure a¢e and change componen
I—. t
_
2 Magm Motor ConMebr:nntmis pump by 111lch119 elecmul Imes I .:
]. HOA switch for manual pump W-1(mou w I- M-M)
A G,.en Pomp Run lndl,,W, Light(-M,d on dmud boed) i I;�'} ... ��
S. Fhat awltch Terminal Block (mound on o 9 goad)
S Alarm and conwl F.... (-,sad On wsv,t hood) W
T. Alarm and C-1-1 Power Indlcamn (mounted on Pmwt hoed)
a Gmund Lug
9, Cb..11 Bnae9, -ep" vran -des =n-o �11ea,TMree arrd m.nch
h:-
SEANDARD ALARM PACKAGE
10. feed Alaltn Seacen orand.s M' ,na.e br alum c ucn. ®�
NM: NkHo7 = stye 1-.2e AMeu-1 .rfi" I1 lyp d x bemm� �
11. Au- rn wb uuJle w.lfl1^{ 1✓.l.rm caMran rn] m fly locos
NZNEH ' eh1A J1„gea an ,nlemally m ,M,d ou-e , Iku of In-
12 Fst W, Alarm T- M-11Sllence Swltxh allows ham and Igor m x
tested and npm m be anenmd ,n en alarm mntllapn Alarm aumnn-Ily
resell once alarm co MR- h,! been cleared
1] Horn Sll.nu Relay (mounted on dolt heed)
xGl� nmar��n...aNe�e
R7 EM11 mnlrel system (Pend and ewe9Te1) 1. UL lab,d 1. meet and'
or exwed ,n&,1,y lelely st,.deda
Duel aafey uMcalwn for'Jte Un,kd Slalee and Canada
■ Sl.ndaN package lndudea mree 20' SJE Sgn.1Maatt,1 mnlrel
awllphea
Cbmpkle w,m n."V-atop nV.lklwn ,nef99ans
+ Three-year Ilraded w/rrenly
R U5.
PO Sox 17M. Oe(mt UN, MN 5a502
ldaa-DAL-sJE - 1-2la-a17-1311
1-219-ae7�s17 Far
SEE BACKSIDE FOR COMPLETE LISTING OF AVAILABLE OPTIONS.
emad, sle®.pmambus mm
SEE PRICE BOOK FOR LIST PRICE,
www.slerhombus.com
112 s n n laa,ec,;n,las.isa
MODEL 11� LT
ALAIUI pG 1V5G o1
B� =stem oPpage lrl ecndeelps�A.m�eneunvenn awlldl, fuee.rp lqm, hyHla Ar.D
ENCLOduREMTtJO
er-L•Aoe, NExM1;rrnAA
w =+uacherPNar, NEMAAR lengmeeredmerm9Pe.bG
BTARnNGOP "
e1 = megnelkmblwmnpnu 12=)M40V
9=m.gneIt m9larzae4oa, 120VonIy
Pll.IPFOLLLOADAMPe
0 =0.7 FLA
1 -7-1S FLA
2 5.20 FU
3 :20-00 FLA
PVMP0=0NNfECTe-
e 0 = pMavd,.annen
=wcar.b ea:br 12pV(sNe ,fmli-NGOEVI QDEVnEobtld)
1202092e0V[eelid STAiRRYO DEVICEaplknl above)
FLOAT S W RCN APPLI CATIM
H Or L= pump down 9r pump.p (ab1ad 17 option)
X = np flpa6
NVITHakmlpadMge
vrllHourel.m.w,kwa
OPTIONS lrwr -
114C10.R E•JPS12E-Itypu aera1a3> t=pewm e•d6. a..Pm1
..d • erre-lane pealaeun opals h,. wewld aWl,.
o ;a Rec b enN I o . dre p pa 1n..
(m-- x IF .Y bls rxWed, r Do NE:I elan, WM lmwr eel..a apn.n 6A)
O I O y , n. NEIM e% .I.rm wrM !mull .e.9c1 vow 6A;
m.,, wx IE nwla nand d, Mn M.. d (�Y ,Fe cop, ad nm . w e .lord,
0 IE N FU
o. a yenw °'� e, - Prot .am ea trpMm
I=.Y Rn.rwn..1 •6A la,ard n.e�M2o %p.r neon
O. [ (mix q lw e0 ✓men rrN„ted, •60 1s' wd ,n Ueu M 20 !per IbeU
a Rad retl,MwA d, M.�Ier a Juan au .120 leer r.wl
(Rm„M n, n aAw) eP am n .eu d 2C' �r Horn
0 .dund.nr .R n1r _ gSJE S9n.IMulna mauru9+.W liw cool
0 TI-- 1 vPlwl lsMed ri eP'wl B SJE Sg^alM.dr` I Meme Y +eg•,lep fwr amn
0. -A Them,al emuU,eat sensor auly �a..rnlamaRr YrphlrJ ♦ 1Par Mn
p Pury^'MITI' y�r kedal 170 Sermr F= I-1y'+'e•P'Ta A 1ps ma'i
f*r E .- .1,M,. r. or-�[ S ad •M v. (2 wort 17E 3enaar F,mP /pore U.r,M A war sew)
6_AuecI w- MmmAw-1
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0. 0wnl (weT. mwVn a-41
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nmiliae� -.a 19U 4 Imn'q' 0 OA 1 .nfiromA,,mrwbcl sole, enP aaeP •w a 11h 0
E••me L k1. 12 wm xa r © ewr mw•.I.d
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[� • k.ov ac-r YRAw a% pox' L� aIB E Rwrpyvare= etr .Iw Nsern wF0.+w
QQ •O[ I.vk•a•'I!"r NEMA I [O� 2tG :amr Bry w rArr N Wm1 aa•�m
M•rn1 _1D �„Qe, E,p� Ne. d wUMI nnrd.o .
0. gun .vt coo Torn" -arms as Wsnrstry.,a+:..l„ A v+,+•fr+C+A'
r.erNBederAumiss..ragas.ax.n66.Isrn6ryr,ag-ill. .rEJaae6.errdCwomnpnewpa.c 1
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MODEL
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COOL GUIDE
FLOW COLLAR (COOL GUIDE)
_SPECIFICATION
The laminar flow collar shall be made of non -corrosive, glueable PVC and have
sufficient holes in the outer guide tube to assure laminar flow for the rated
capacity. The inner flow Collor shall extend near the bottom to provide sufficient
cooling flow For the motor. The dimension between the inner collar and the
pump motor shall not restrict flow to the pump intake, but will provide for scouring
of surfaces. The lominor flow Collor shall be a "Cool Guids' as manufactured
by American Manufacturing Company, Inc. Patent N 6,262,689.
"COOL GUIDE"
INSTALLATION INSTRUCTIONS.
1. Measure the distance From the bottom of the tank to fin dorm from the top of the riser.
Cut the extension pipe (by others) to the. length necessary to .each this height. Cut 1/2
of the pipe down 12 to 15' away from the top of the pipe For pump discharge pipe.
3. Glue the extension coupling (by others) to the extension pipe and to the Cool Guide.
4. For repairs: glue on the Cool Guide flat cop and place the Cool Guide firmly in the
of the tank. Attach the extension to the riser, with the anchors as shown.
+�
5. For new construction: Anchor the flat cap to the bottom of the tank in the proper location
Q)
to hold Cool Guide and extension. The cap may or may not be glued to the device. Attach
LQ)
the extension to the riser with the anchors as shown.
6. Place the pipe dope on the Cool Guide adapter threads and thread them into pump discharge.
Z
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.
9. Attach to discharge pipe, Yalves, and connect electrical as specified.
0
ADAPTER
p
O
I-
-- COOLING COLLIER-
-� t C6UPLING 40
INLETS
1 0 O Oaf -___"".? 0 0
0000 ,goon
Ka o of o00
SDR 35 PVC
FLAT CAR,,.
Cool Guide
Patent No. 6,262,689
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Dosing Pump-EZ Treat
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PUMP CURVE
240
230
220
210
200
190
180
170
160
150
140
130
120
110
100
90
8 070 73'
60
50
40
30
20
10
15 GPM TO
25 GPM
U-;= THIS PU"IP
fIPPiNG CONDI (IONS
1 5-5 C PM @ 143' T:)H
�l
0 t 13 24 32 40 1
4 12 20 28 36 44
Gallons Per Minute
CAA%D" Lrnpry MiM MMPJM
m�
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OWER LATERALS AFTER PUMP SHUTS OFF.
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Patent No. 5,984,574B
John R. Harman, P.E.
Consulting Engineer
2112 White Oak Road... Raleigh, NC 276o8
Tel. No. 919.818.2077
eMail: [e-mail]-0504-14��►
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(NOTES 16-19, & 21 APPLICABLE ONLY TO SURFACE SYSTEMS
6ENRAL NOTES FORSFR SURFACESPRAY SYSTEM:
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO ALL NCDWR-.ZT RULE5, COUNTY
ENVIRONMENTAL HEALTH CODES, AND STATE BOARD OF HEALTH SEWAGE HANDLING AND DISPOSAL REGULATIONS
PERTAINING THERETO WITH REGARD TO THE PER MrMNG OF THI5 SITE-
2. THE INSTALLATION 0FTHI5 SYSTEM SHALL 8E IN ACCRODANCE WITH SPECIFfCATONSANO GUIDANCE PROCEDURES OF
THE MANUFACTURERS DFTHE 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 CU TING OF PVC PIPE, AND FLEXIBLE PVC PIPING OR TUBING SHALL BE ACCOMPLISHED BY PIPE CU7TER5, NO
SAWING OF PVC OR TUBING WILL BE ALLOWED.
5. ,NO ACTIVITY SHALL TAKE PLACE ON THE EFFLUENT APPLICATION AREA OTHER THAN THE MINIMUM REC(UIRED FOR THE
INSTALLATION OF THE SYSTEM. THE INSTALLER 5HALL USE 0 N LY EQU I PM ENT Of THE APPLICATION AREA THAT WILL
PROVIDE THE LEAST SOIL DISTURBANCE AND WILL MINIMIZE GROUND CONTACT.
6. A LEAKAGE TEST SHALL BE PERFORMED ON EACH PRE -CAST CONCRETE TANK. THIS CAN ETHER ACCOMPL15HED BY A 2
MINUTE TEST WHERE A VACUUM OF 5 INCHES 15 HELD FOR 2 MINUTES; OR, A HYDROSTATIC WATER LEVELTEST
WHEREBY A DROP OF ONE-HALF INCH LS NOT EXCEEDED WITHIN A 24-HOUR PERIOD.
7. 1FTREES ARE NECESSARY TO BE REMOVED FRONT SITE, CUT STUMPS FLUSH WITH GROUND, REMOVE CUTTINGS BY HAND.
8. ATWO STRAND WIRE FENCE SHALL BE INSTALLED SU RRON D I NG THE EFFLUENT APPLICATION AREA.
9, ALL AUDIBLE AND VISUAL ALARMS FDR THE TREATMENT AND DISPOSAL SYSTEM SHALL BE EXTERNAL TO ANY
STRUCTURE.
10- A RAIN SENSOR (MINI-CLIK BY HUNTER INDUSTRIES) OR RAIN -CHECK (RAIN31RD IRRIGATION), OR EQUAL 5HALL BE
INSTALLED AT THE F€ELD 0051NG CONTROL PANEL, AND SHALL BE WIRED IN WITH THE OPERATIONAL CONTROLS WHICH
CAN PREVENT THE ACTIVATION OF THE FIELD DOSING PUMP DURING EXTREME WET WEATHER CONDITIONS.
11- ALL CONTROL PANEL ENCLOSURES FOR THE WASTEWATE R TR EATM E NT AND DOSING COMPONENTS 5HALL BE NEMA 4X.
12. ALL 5URFACE RUNOFF RUNOFF SHALL BE DIVERTED FRO MTAN KS, RISERS, ETC, TO PREVENT PONDING 0R WET
CONDITIONS NEAR OR AROUND THE TREATMENT, STORAGE, AND CONTROL PANEL AREAS.
13, ALL TANK RISER LIDS SHALL 8E A MINIMUM OF 61NCHESABOVE FINISHED GRADE. ALL RISER LIDS, AND CONTROL PANEL
ENCLOSURES, SHALL BE LOCKABLE OR SECURED IN SOME FASHIDN TO PR EVENT UNAUTHO RI ZED ENTRY.
GENERAL NOTES:
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 COMPONENT SUPPLIER,
3. EACH CONTROL PANEL SHALL BE LOCATED AS CLOSE AS POSSIBLE
TO THE COMPONENT IT SERVES, MOUNTED A MINIMUM OF 36 INCHES
ABOVE GRADE, AND FASTENED SECURELY TO A POST OR BOARD.
4. THE INSTALLERS ELECTRICIAN SHALL NIAKE THE INTERNAL PANEL
CONNECTIONS FOR TE CONTROL CORDS (INPUT & OUTPUT, AND
GROUNDING ROD). EACH CONTROL PANEL SHALL CONTAIN A
WIRING SCHEMATIC IDENTIFYING THE INTERNAL AND EXTERNAL
CONNECTIONS.
5. POWER CONTROL CIRCUITS 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 1/2 INCH SHALL BE USED FOR
CONNECTIONS FROM PANEL TO PUMP TANKS,
7. EACH CONTROL PANEL SHALL 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 CLAY -TYPE DUCT
SEAL EMBEDDED AT IT ENDS TO PREVENT GASSES AND MOISTURE
FROM ENTERING THE CONTROL PANELS. DO NOT Litt SILICONE OR
EXPANED FOAM PRODUCTS.
9. THE PUMP POWER CORDS AND FLOAT SWITCH CABLES SHALL BE
SUPPLIED IN A LENGTH SUITABLE SUCH THAT NO SPLICES WILL
OCCUR WITHIN THE PUMP TANKS. IF A SPLICE MUST BE MADE. IT
SHALL OCCUR MADE ABOVE GRADE IN A NETVIA 4X JUNCTION BOX,
WITH ALL CABLE CLEARLY LABELED.
IU.ALARMS SHALL BE AUDIBLE AND VISIBLE.
MAIN I ENAN(�l= �!,G EDULE
ITEM �- FREQUENCYTASK - _ SEEDING SPECIFICATIONS � � �
APPLES TO ALL DISTURBED AREAS OUTSIDE DRIPPER FIELD p 114-
SEPTIC TANKS 3 -- 4 MONTFIS CHECK SCILI1DS ACCUMULATION, O
IN/EXFiLTRATION. BAFFLE FiAMAGE,
6LOCI(AGES. CHECK _r1E FILTER- 3 EI)IN� XTIL URE o
3 - 5 YEARS PUMP S> Pl ALE IF REQUIRED r • 01 ' v Z w
SPECIES RATE (LB/ACRE) o 'o
PUMP TANKS 3 — 4 MONTHS CHEy K SOLIDS ACCUMULATION, CALL FESCUE t�� U
;;=f21r,'E A LESF'EOt Z a 30 0 U
PUMP Ol.li SOLIDS IF REOLHRkO- 108E LESPEOt'ZA 10
CHECK IN/EXFILTRATION, CHECK 3ENSACOLA BAHIAGRASS 50 J
J
FOR PROPERLY OPERATING FLOATS, �
CI-rECK. HIGH WATER ALARM Z Z
SEEDING NOTES z
EQUIPMENT & CONTRGLS 3 — 4 MONTHS CHECK Fu]cf CONTROLSLS & ALARMS, 2 *iERE A NEAt- AF1ER SEPTEMBER I USE UNSCARIFIED SERICEA SEED. T APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KDBE TO 40 N Q O CL
FOLLOW MANUFACTURER'S SERVICE a," ACRE
REQUIREMENTS. 3 OVER —SEED 50 LB/ ACRF OF TALL FE-SCUE EACH FALL, UNTIL WELL ESTABLISHED Q (n O
uj
FORCE MAINS & 6 MONTHS CHECK FOR LEAKS & RE -MEASURE IURSE PLANTS 0 5:w
SUPPLY MANIFOLD FLOW IF NELtSaAf?Y CHECK FOR 3ETWEtN APRIL 15 AND AUGUST 15. ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/'ACRt
EXPOSED PIPE. SUNDANGRA S PRIOR TO MAY I OR AFTER AUGUST 15. ADD 40 LB/ACRE RYE (GRAIN), W
—1-ALL 15 REST F6R FALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVERSEEDING OF ❑ cc)., LU
fQRE LESPEGEZAS OVER PPE FALL SEEDED TALL FESCUE IS VERY EFFECTIVE USE LL, � c Q
FIELDS 3 - 4 MONTHS CONTROL vE1GETATiVE GROWTH FOR JNHUL[ED PERMLOAGRASS SEED IN `7411- —1 N U N
PROPER INSPECTIONS- CHECK FOR SAIL AMENDMENTS 4-1LL �
EROSION, PONOING OF WATER, 01_LIML ANU FER'RLIZER .ACCORDING TO TESTS, OR APPLY 4,000 LB/ACRE GROUND LLl U
SURFACING CIF EFFLUENT, 4GRIC:ILn.IRE Ulvr-iTONE AND 1.000 L13/ACRE 10-10-10 FERT0_IZER. Q Z
MEDIA FILTER 6 MONTHS MEASURE FLOW BY TIMING DRAW ULILCFi W C<
DOWN IN FHE PROCESSING TANK_ A?PLY 4.000 LERIA RE GRAIN STRAW, f EQUIVALENT NT iiASP L ANOTHER SUITABLE �✓
IAC1LCHfl�1G MATERIAL, Arn"HL7R MULCH Bs' TRCKING Yr1Tl-I ASPHALT, REINING OR NETTING. � N I— �
CHECK FOR PONOING/CLOGGING- JETTING IS FHE PREFERRED ANCFIORING METHOD ON STEEP St.OPES, N Z
12 MONTHS SAMPLE DISCHARGE WASTEWATER. UAINTENANCE (�J W O
DRAW LABORATORY SAMPLES AND xflCE IUZE IN THE SECOND YEAR MOWING
IS
GROWTH IS FULLY ADEQUATE MAY BE MOWED
]NCE OR TWICE A YEAR, BUT MOWING IS NOT NECESSARY. RESEED, FERTILIZE AND
REPORT TO AGENCIES. 4 ILCH DAMAGED AREAS IMMEDIATELY. I� J U
GENERAL NOTES: Lu F
1. HOUSING AND OTHER STRUCTURES AS MIGHT BE SHOWN ON THESE PLANS ARE BASED UPON
INFORMATION AVAILABLE. LOCATION OF DWELLING AND STRUCTURES ARE SUB ECT TO CHANGE Oreacc AXUII Disinfection Unit
1 Q o Q
DURING CONSTRUCTION. PUMPS, HEAD LOSS CALCULATIONS, ETC. MAY NEED TO BE RE-EVALUATED "°�' " ``"w. v o 2
IF ALTERATIONS TO SUCH LOCATIONS ARE REQUIRED. _ .. _. N d -1 U
2. LAYOUT OF THE APPLICATION AREA 15 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 .i . N • -- -�
BUFFERS. r,
000
I\
4. THERE ARE NO AREAS WITH THE APPLICATION AREA THAT ARE WITHIN THE 100 YEAR _ r „ ' ~' "' O O NN
FLOODPLAIN. a� 'o
00
f4 w N�
5. THE APPLICATION AREA SHALL BE MAINTAINED AS A WOODED OR "NATURAL" AREA SITE. 0
0 U a0
6. A LEAKAGE TEST SHALL BE PERFORMED ON ALL TANKS WHEREBY AN EXFILTRATION RATE SHALL M _ _ „,w•� ,.,_.. (� O Z 0-)
NOT EXCEED A ONE-HALF INCH DROP IN A 24-HOUR PERIOD, AS OBSERVED AND CERTIFIED BY THE
ENGINEER. cy)
CT
7. ALL PRESSURE PIPING SHALL BE SCH. 40 PVC AND PRESSURE TESTED TO AN INITIAL PRESSURE OF 55 '' • Uj N N
PSI, AND A 5 PSI DROP IN A 2 HOUR PERIOD IS NOT EXCEEDED. 0 :
AN
-T-
❑� AMERICAN MFG. COMPANY r
TWO -FILTER - 15 GPM IN 114E EVENT THE DRIP ZONES ARE
HYDRAULIC UNIT A DISCERNIBLE VERTICAL ELEVATION ABOVE Ad,�I11
Numolly Dp� THE HYDRAULIC UNIT, INSTALL A -RETURN
SupPl , Valm PRESSURE A5SEMDLY.� THE ASSEMBLY
Flo—.tw IS TO BE USED TO PREVENT THE RETURN
LINE FROM DRAINING AFTER: OR DURING A
DQSE. REMOVE THE ZONE RETURN CONNECTION _ ■`
AND REINSTALL A SHORT 1' NIPPLE IN THE
HormvNy poasd RETURN VALVE_ INSTALL ASSEMBLY AS SHOWN ,. — — ►� CAR
p
Isld Push Yalw CAR r� A90VE- THE HYDRAULIC TURING PROVIDING
a PRESSURE FOR THE REST OF THE UNIT MUST BE
UGGED AND THE NEW WRING FROM THE
a a ASSEMBLY CONNECTED -TO THE PRESSURE SIDE
OF THE SOLENOID.
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Pump Tonle
DRIP IRRIGATION HYDRAULIC CONTROL UNIT R.
(NUMBER OF ZONE VALVES VARY -REFER TO SHEET 4) ,+�+��zti�+''��,