WQ0044546_Application_20230703

Initial Review
Reviewer nathaniel.thorn burg
Is this submittal an application? (Excluding additional information.) *
Yes No
Permit Number (IR) * WQ0044546
Applicant/Permittee Princess Holdings, LLC
Applicant/Permittee Address Princess holdings, LLC; 1430 Innovation Ave; Morrisville, NC 27560
Is the owner in BIMS? Yes ) NO Is the facility in BIMS? Yes NO
Owner Type
Facility Name
County
Fee Category Single -Family Residence
Is this a complete application?*
Yes No
Signature Authority
Signature Authority Title
Signature Authority Email
Document Type (if non -application)
Email Notifications
Organization
6708 Bartley Point West SFR
Wake
Does this need review by the hydrogeologist? * Yes No
Regional Office
CO Reviewer
Admin Reviewer
Fee Amount
Complete App Date
07/03/2023
$60
Below list any additional email address that need notification about a new project.
Email Address
Comments to be added to email notfication
Comments for Admin
Comments for RO

Comments for Reviewer
Comments for Applicant

Submittal Form
Project Contact Information
Please provide information on the person to be contacted by NDB Staff regarding electronic submittal, confirmation of receipt, and other correspondence.
Name* John R 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*
Princess Holdings, LLC
Applicant/Permittee Address*
Princess holdings, LLC; 1430 Innovation Ave; Morrisville, NC 27560
Facility Name*
6708 Bartley Point West 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.)
DWR Submittal Packet -Lot 9 Bartley Point SFR 062323.pdf 9.39MB
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 6/28/2023

JOHN R. ]H[ARMAN, P.E.
PROFESSIONAL CONSULTING ENGINEER
2112 White Oak Road..... Raleigh, North Carolina.....27608
919.818.2077... ... ... ... ... ..iackharm an53@gmaiLcom
June 23, 2023
COVER LETTER
Re: Submittal Package Information -Application for Non -Discharge Permit for a Five Bedroom
Single Family Residence; Lot 9 Bartley Point Subdivision
6708 Bartley Point West (New Hill, NC)., Wake County, NC
To NCDENR-DWR Plan Review Section:
Lrpose. The intent of this correspondence is to supply necessary information pursuant to
obtaining a Non -Discharge Permit for the construction and operation of a wastewater treatment
and surface application system for a proposed 5 bedroom single family residence situated at the
above referenced location, and illustrated on the enclosed documents.
Project Narrative-, The Owner of the subject property desires to procure an Authorization to
Construct a wastewater treatment and surface application system consisting of the standard
pretreatment and surface drip irrigation components, all as illustrated in the accompanying
documents. The domestic strength wastewater from the house will receive an advanced level of
wastewater treatment through the installation of an EZ Treat 600 GPD (recirculating polystyrene
media) Filter. The EZ Treat component is in common use in North Carolina and nationally, for
providing advanced pre-treatment of wastewater prior to surface and subsurface dispersal.
Attached herewith are supporting documents, as applicable and requested by the DWR review
checklist, to wit:
Section 1. Supporting Documents
-DWR Form SFRWWIS 06-16 Application
-Copy of O&M Agreement
-Property Deed Showing Ownership & Capacity to Act for Corporations
-County Health Dept Septic Denial Letter
-Vicinity Map Showing Project Location
-Recorded Setback Waivers
-Natural Heritage Program Comments
-Soils Report & SFR Worksheet
Section 2: Engineering Calculations
Section 3: General Specifications

Section 4: Product/Manufacturers Cut Sheets
Section 5: Plans
Sheet 1 of 7:
Cover Sheet, Vicinity Map, Lot Location Map, etc.
Supplemental Exhibit Sheet
Sheet 2 of 7:
Overall Site Plan
Sheet 2A of 8: House Plan Area
Sheet 3 of 7:
Enlarged Field Area Layout
Sheet 4 of 7:
Hydraulic Profile, Treatment & Tank Details, etc.
Sheet 5 of 7:
Pump Details -Drip Dispersal System
Sheet 6 of 7:
Drip System Miscellaneous Details
Sheet 7 of 7:
Component Details, O&M Schedule, Electrical, etc.
If any questions arise regarding this matter, please do not hesitate to call.
Regards,
OV
4
Jo . 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 15A NCAC 02L .0100, 15A NCAC 02T .0100, 15A NCAC 02T
.0600, 15A NCAC 18A .1900, Division Policies and good engineering practices. Failure to submit all required items may result
in the application being returned, and will necessitate additional processing and review time.
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit website
General — When submitting a non -discharge application to the Water Quality Permitting Section's Non -Discharge Permitting Unit,
please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these instructions
and checking the provided boxes will help produce a quicker review time by assisting the reviewer in locating the required materials
and potentially reducing the amount of requested additional information. Unless otherwise noted the Applicant shall submit one original
and at least two copies of the application and supporting documentation.
A. Cover Letter (All Application Packages):
® 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 Promect
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 1.2. 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 Engineer.
® The Applicant's Certification on Page 6 of the Single -Family Residence Wastewater Irrigation Systems (FORM: SFRWWIS
06-16) application shall be signed in accordance with 15A NCAC 02T .0106(b). Per 15.A NCAC 02_T .910�, 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 .0106ib1.
❑ If this project is for a renewal without modification, use the Non -Discharge System Renewal FORM: NDSR application.
D. Existing Permit (All Modification Packages):
❑ Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit modification
(i.e., compliance schedules, permit description, monitoring, permit conditions, etc.).
E. Property Ownership Documentation (All Application Packages):
® Per 15A NCAC 02T .06441c1, 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 i 5A NCAC 02L .0107.
® Provide all agreements, easements, setback waivers, etc. that have a direct impact on the wastewater treatment, conveyance,
storage and irrigation facilities.
INSTRUCTIONS FOR FORM: SFRWWIS 06-16 & SUPPORTING DOCUMENTATION Page 1 of

Soil Evaluation (All Application Packages that include new irrigation sites):
®Per 15A NC AC 02-1-.0604 b and current Division Policy, submit a detailed soil evaluation that has been signed, sealed and dated
by a North Carolina LiLensed 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 1_ valuatiOn Polic .
® 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 Sin le-FamilyResidence Wastewater Irrigation System Loading Rate Calculation Polic .
® A completed copy of the Single-FamilyResidence Loading Rate Workbook (i.e., Project Information, Potential
Evapotranspiration, Precipitation, and Irrigation Area Calculations).
G. Engineering Plans (All Application Packages):
® Per 15A NCA.0 02T .0604(c)(1 ), submit standard size and 11 x 17-inch plan sets that have been signed, sealed and dated by a
North Carolina licensed Professional En ineer.
® 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

H. Specifications (All Application Packages):
® Per 15A NCAC. 02T .0604(c)(21, submit specifications that have been signed, sealed and dated by a North Carolina licensed
Prol sstonal Engineer.
® At a minimum, the specifications shall include the following items:
❑ Table of contents with each section/page numbered, as well as cross-referenced with the appropriate application items.
❑ Detailed specifications for each treatment/storage/irrigation unit, as well as all piping, valves, equipment (i.e., pumps, etc.),
nozzles/emitters, precipitation/soil moisture sensor, audible/visual high water alarms, liner material, etc.
❑ Site Work (i.e., earthwork, clearing, grubbing, excavation, trenching, backfllling, compacting, fencing, seeding, etc.)
❑ Materials (i.e., concrete, masonry, steel, painting, method of construction, etc.)
❑ Electrical (i.e., control panels, etc.)
❑ Means for ensuring quality and integrity of the finished product, including leakage, pressure and liner testing.
® Specifications shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY,
NOT FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the specifications
may be labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
I. Engineering Calculations (All Application Packages):
® Per 15A NCAC02T .0604[c)I3), submit engineering calculations that have been signed, sealed and dated by a North Carolina
licensed Prolcssional 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.I. 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 Loadin!4 Rate Workbook.
J. Site Map (All Application Packages):
® Per 15A NCAC 02T .06041 , 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 Surve or.
❑ 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 .0 1070 and .0108.
❑ Setbacks as required by 15A NCAC 02T .060G.
❑ Site property boundaries within 500 feet of all wastewater treatment, storage and irrigation sites.
❑ All habitable residences or places of public assembly within 500 feet of all treatment, storage and irrigation sites.
K. Operation and Maintenance Plan (All Application Packages):
® Per 15A NCAC 02T .0604(f), submit an operation and maintenance (O&M) plan encompassing all wastewater treatment,
storage and irrigation systems that at a minimum shall address:
❑ How to perform routine inspections.
❑ A maintenance schedule.
❑ A troubleshooting guide.
❑ A layman's explanation of the wastewater treatment, storage and irrigation systems.
❑ A crop maintenance and management plan.
❑ Note a final O&M Plan may be submitted with the partial and/or final Engineering Certification required under 15A NCAC
02T .0116, however, a preliminary O&M Plan shall be submitted with each application package.
L. Operation and Maintenance Agreement (All Application Packages):
® Per 15A NCAC 02T .0604 li , submit a notarized Operation and Maintenance Agreement that has been signed and dated by all
deeded property owners.
INSTRUCTIONS FOR FORM: SFRWWIS 06-16 & SUPPORTING DOCUMENTATION Page 3 of

M. County Health Department Denial Letter (All New Application Packages):
® Per 15A NCAC 02-F .0004 , 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 1-)A NCAC 02T .0105(c)(8], provide written documentation from all local governing entities that the facility is in
compliance with Article 21 Part 6 of Chapter 143 of the General Statutes (i.e., § 143-215.51. through § 143-215.61.).
O. Threatened or Endangered Aquatic Species Documentation (All Application Packages):
® Per I5A NCAC _02T .0105(c)t 101, submit documentation from the Department's Natural Heritage_ Program demonstrating the
presence or absence of threatened or endangered aquatic species within the boundary of the wastewater treatment, storage and
irrigation facilities.
❑ If the facility directly impacts such species, this documentation shall provide information on the need for permit conditions
pursuant to 15A NCAC 02B .01 10.
P. Other Environmental Permits (All Application Packages that include stream or wetland crossings):
❑ Per I SA NCAC 02T .0105(c)(6), submit a copy of either the approved permit/certification or a letter from the appropriate
review agency acknowledging receipt of the application for the following applicable permits/certifications:
❑ Division of Water Resources' Water Qualit Permittin * Section — Wetlands 401 Certi ti Cati on
❑ US Arm y Corps of En gineers South Atlantic Division — Nationwide 12 or Section 404 permit
❑ Per 15A NCAC 02T .0105(c)(61, this application shall be considered incomplete or the resulting permit may be issued
conditionally, if a pending issuance of any of the aforementioned permits/certifications directly impact the facility herein.
THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
By Courier/Special Delivery:
512 N. SALISBURY ST.
RALEI H, NORTH CAROL.]NA 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:
I. Applicant's name as appears on deed, contract or lease agreement: Princess Holdings. LLC
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership
3. Signature authority's name: Steve Jones per 15A NCAC 02T .0106Title: Manager
4. Applicant's mailing address: 1430 Innovation Ave.
City: Morrisville State: NC Zip: 27560-
5. Applicant's contact information:
Telephone number: [phone] Fax number: O = Email Address: _
II. FACILITY INFORMATION:
1. Facility name: Surface Drip Irrigation Disposal System for a Five Bedroom Residence-6708 Bartley Point West -Wake Co.
NC
2. Facility status: ❑ Existing or ® Proposed
3. Facility's physical address: 6709 Bartley Point West
City: New Hill State: NC Zip: 27562- County: Wake
4. Wastewater Treatment Facility Coordinates: Latitude: 35' 35' 52" Longitude: -78' 56' 50"
Provide the following latitude and longitude coordinate determination information:
Datum: NAD83 Level of accuracy: Nearest second Method of measurement: Navigation quality GPS
5. USGS Map Name: CokesbM
III. CONSULTANT INFORMATION:
1. Engineer's name: John R Harman, PE License Number: NC #9810
Engineer's mailing address: 2112 White Oak Road
City: Raleigh State: NC Zip: 27608-919
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 1
City: Greensboro State: NC Zip: 27409-
Telephone number: [phone] Fax number: (_)
IV. GENERAL REQUIREMENTS — 1 +A N CAC 02T .0100:
Finn: Self
Email Address: ackharman53 e ail.co.m
Firm: Piedmont Environmental Assoc., PA
Email Address: [e-mail]
1. Application type: ® New ❑ Major Modification ❑ Minor Modification
If a modification, provide the existing permit number: WQ00 and most recent issuance date:
2. Application fee: $60
3. Describe the origin of the wastewater and provide a brief project description: Septic and Advanced Pretreatment via
Recirculating Media Filter, & Storage prior to Surface Drip Application
4. Wastewater flow: 600 GPD
FORM: SFRWWIS 06-16 Page I of 6

IV. GENERAL REQUIREMENTS — 15A NCAC 02T .0100 (CONTINUED):
5. Using 15A NCAC' 02T .01 14, explain how the total wastewater flow was determined:
Establishment Type
Flow Basis
Flow
Per Unit
Number
of Units
Flow
Single Family Residence
gal/Bedroom
120
5
600 GPD
gal/
GPD
Total
600 GPD
6. Per 15A NCAC 02T .0105(c)(6), if the project includes any stream or wetland crossings, what is the status of the following
applicable permits/certifications?
Permit/Certification
Date
Droved ate
Permit/Certification No.
Agency Reviewer
Submitted
A
Nationwide 12 or 404
Wetlands 401
7. What is the nearest 100-year flood plain elevation to the facility? 232 feet mean sea level. Source: FRIS.NC.GOV
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:
Designed Effluent
Minimum Required
Parameter
Estimated Influent
Concentration
Degree of Treatment
Concentration
(monthIX average)
Prior to Stora e
Biochemical Oxygen Demand
350 mg/1
<10 mg/1
<_30 mg/1
BOD5.)
Total Suspended Solids (TSS)
350 mg/I
<10 mg/1
:!00 mg/1
Ammonia Nitrogen (NH;-N)
30 mg/1
<10 mg/1
<_15 mg/1
Fecal Coliforms
<200 per 100 ml
�00 colonies/100 ml
2. Per 15A NCAC 02T .0605(c), is the effluent placed directly in contact with GA classified groundwater? ❑ Yes or ® No
If yes, have predictive calculations demonstrating such placement will not contravene GA groundwater standards been
provided? ❑ Yes or ❑ No
3. Per 15A NCAC 02T .0605(d), are any of the treatment or storage units excavated into bedrock? ❑ Yes or ® No
If yes, has a 10 millimeter synthetic liner been provided? ❑ Yes (Plan Sheet: & Specification Page: ) or ❑ No
4. In accordance with 15A NCAC 02T ._060�, are any earthen treatment and storage facilities provided? ❑ Yes or ❑ No
5. In accordance with 15A NI CAC 02T .0605(f), have any by-pass or overflow lines been provided? ❑ Yes or ® No
6. If any treatment, storage or irrigation systems are located within the 100-year flood plain, in accordance with 15A NCAC 02T
.0605(g), which systems are affected and what measures being taken to protect them against flooding?
7. In accordance with 15A NI CAC 02T .0605_Lh), 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 .0605(i), do the designed irrigation loading rates (see Application Item VIIA.) exceed the
soil scientist recommended loading rates (see Application Item VII.3.)? ❑ Yes or ® No
10. In accordance with 15A NCAC 02T .0605(k), does the septic tank design adhere to 15A NCAC 18A .1900? ® Yes or ❑ No
FORM: SFRWWIS 06-16 Page 2 of 6

V. DESIGN CRITERIA AND SETBACKS— BA NCAC 02T .0605 & .0606 (CONTINUED):
IL In accordance with 1 AA 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: I and maximum flow capacity: 10 GPM.
12. In accordance with 15A NCAC 02T .0605(m), has a minimum of five days of storage based on average daily flow between the
pump off float and inlet invert pipe been provided? ® Yes or ❑ No
13. In accordance with 15A. NCAC 02T .06 ; n , have all tanks containing pumps been provided with audible and visual alarms
that are external to any structure? ® Yes (Plan Sheet: 4 of 7 & Specification Page: ) or ❑ No
14. In accordance with 15A NCAC 02T _0605 o , has a precipitation or soil moisture sensor been provided?
® Yes (Plan Sheet: 4 of 7 & Specification Page: ) or ❑ No
15. In accordance with 15A NCAC 02'F JJ605to, has a minimum of 18 inches of vertical separation between the apparent seasonal
high water table (SHWT) and the ground surface been provided? ® Yes or ❑ No
16. In accordance with 15A NCAC 02T .0605(g), has a minimum of 12 inches of vertical separation between any perched seasonal
high water table (SHWT) and the ground surface been provided? ® Yes or ❑ No
17. In accordance with 1.5A NCAC 02T .0605(r), does the designed annual loading rate exceed 50 inches? ❑ Yes or ® No
18. Does the project comply with all setbacks found in the river basin rules (15A NCAC 02B .0200)? ❑ Yes or ❑ No
If no, list non -compliant setbacks:
19. Per 15A NCAC 02T .0606, verify setback compliance by providing the minimum field observed distance (ft) from the facility's
irrigation system and treatment/storage units to each listed setback parameter (Note: Distances greater than 500 feet shall be
marked N/A):
Setback Parameter
Irrigation
System
Treatment /
Storage Unit
Any habitable residence or place of assembly under separate ownership or not to be
maintained as part of the pr2ject site
>100,
>100'
Any habitable residence or place of assembly owned by the Permittee to be maintained as
art of the project site
>15
Any private or public water supply source
>100'
>100'
Surface waters (streams — intermittent and perennial, perennial waterbodies, and wetlands)
N/A
N/A
Groundwater lowering ditches (where the bottom of the ditch intersects the SHWT)
N/A
Subsurface groundwater lowering drainage systems
N/A
Surface water diversions (ephemeral streams, waterways, ditches)
>25'
Any well with exception of monitoring wells
> 100'
> 100,
Any property line
10,
50'
Top of slope of embankments or cuts of two feet or more in vertical height
25'
Any water line from a disposal system
10'
Any swimming pool
N/A
Public right of way
N/A
Nitrification field
N/A
Any building foundation or basement
>15'
20. Are any setback waivers proposed for this facility? ® Yes or ❑ No
If yes, in accordance with 15A NCAC 02T .0606 c , submit the appropriate setback waivers (FORM: NDWSW) that have
been notarized, signed by all parties involved and recorded with the County Register of Deeds. Waivers involving the
compliance boundary shall be in accordance with 15A NCAC 02L .0107.
FORM: SFRWWIS 06-16 Page 3 of 6

VI. WASTEWATER TREATMENT & STORAGE FACILITY DESIGN:
1. Type of treatment system: Septic Tank / EZ Treat
2. Provide the requested information for each treatment/storage unit and its associated mechanical equipment:
a. PRELIMINARY / PRIMARY TREATMENT (i.e., physical removal operations):
Treatment Unit
No. of
Units
Manufacturer or
Material
Dimensions (ft) /
Spacings (in)
Volume
(al)
Plan Sheet
Reference
Specification
Reference
Septic Tank
1
Shoaf PreCast
] O'x4.7'x4.6'
1500
4 of 7
Select
Select
b. SECONDARY TREATMENT (i.e., physical, biological and recirculation processes):
Treatment Unit
No. of
Units
Manufacturer or
Material
Dimensions (ft)
Volume
al
Plan Sheet
Reference
Specification
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:
Treatment Unit
No. of
Manufacturer or
Dimensions (ft)
Volume
Plan Sheet
Specification
Units
Material
al
Reference
Reference
Ultraviolet
1
EZ Treat
Model UV 101
10 GPM
4 of 7
Select
d. PUMP/STORAGE TANK:
Manufacturer or
No. of
Total
Effective
Effective Plan Sheet
Specification
P
Material
Units
Dimensions (ft)
Volume
Volume
Storage Reference
Reference
al
al
(days)
Shoaf PreCast
1
12' x6' x6. 6'
t13500
4039*
6.7
4 of 7
Calcs
*Partial Use with
I
L
Recirc Tank
I
e. PUMPS:
No. of
Manufacturer /
Ca ac tv
Plan Sheet
Specification
Location
Pumps
Purpose
I
Type
Reference
Reference
GPM TDH
2500 Gal Recirc
1
Dose EZ Treat Pod
StatRite Step20
20 100'
4 of 7
Goulds
3500 Field Dose
1
Field Dosing
PUTB1512112
13
123
4 & 5 of 7
Tank
W
f. BLOWERS:
Location
No. of
Blowers
Units Served
Manufacturer /
Tv a
Capacity
(CFM)
Plan Sheet
Reference
Specification
Reference
g. MIXERS:
FORM: SFRWWIS 06-16 Page 4 of 6

Location
No. of
Mixers
Units Served
TManufacturer /
Tv e
Power
h
Plan Sheet
Reference
Specification
Reference
FORM: SFRWWIS 06-16 Page 5 of 6

VII. IRRIGATION SYSTEM DESIGN:
1. Are there any artificial drainage or water movement structures within 200 feet of the irrigation area? ❑ Yes or ® No
If yes, please explain if the Soil Evaluation addresses artificial structures and indicate if these structures are to be maintained
or modified:
2. What is the proposed cover crop? Existing Woodlands to Remain to the Fullest Extent Practical
3. Soil Evaluation recommendations:
Soil Series
Fields within Soil Area
Minimum Observed
Depth to SHWT
fit
Recommended
Loading Rate
in/hr
Recommended
Loading Rate
in/ r
Creedmoor/Green Level
All 4
12
<0.3----.t
19.36
4. Irrigation System Information (Note — this table may be expanded for additional fields):
Area
Dominant
Designed
Designed
I
Latitude
Longitude
Waterbody
Field
(acres)
Soil Series
Rate
Rate
(DMS)
(DMS)
Stream Index
Z
Classification
(in/hr)
(in/yr)
No.
1
0.45
Creedmoor/Green
0.13
17.90
35" 35' 52"
-780 56' 50"
18-7(3)
WS-V
Level
0 1 it
0 ! If
0 r ,r
0 1 It
0 1 11
0 r r,
0 1 "
0 r rr
0
0 r 1r
Total
Provide the following latitude and longitude coordinate determination information:
Datum: NAD83 Level of accuracy: Nearest 10 scconds Method of measurement:
Map interpretation by extraction
For assistance determining the waterbody stream index number and its associated classification, instructions may be
downloaded at: ht s:, ,!ncdenr.s3.amazonaws.com; s3fs-
iibIic:'WaterR620 Ual i Ly.,Aquiferl/001'rotection'LAUlAgrcements, WSCA1,00OS- I 3.12df.
Spray Irrigation Design Elements
Drip Irrigation Design Elements
Emitter wetted area: 6.75 ftZ
Nozzle wetted diameter:
ft
Nozzle wetted area:
ftZ
Distance between laterals:
3.31 ft
Nozzle capacity:
GPM
Distance between emitters:
2.0 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:
273 ft
Specification Reference:
Sheet 7 of 7/Calcs
FORM: SFRWWIS 06-16 Page 6 of 6

Professional Engineer's Certification:
John R__ Harman,_ PE
(Professional Engineer's name from Application Item ULI
attest that this application for
Surface Dri$,irrigation Disposal System for a Five Spdroom Residence-67a8 Batley Point West -Wake. Co., 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 Engineer's seal, signature, and date:
Applicant's Certification per 15 A NCAC 02T .Dl1ISi63:
,�t•��puriarr++rr
SEAL, s
9810
►.`�p'ENQIN6�Q%'�t�
I, Scott Janes. Manager for Princer:.s Hnldin_gs LLC attest that this application for
(Signature Authority's name & title from Application Item I.3.)
SurfacQ Drio IrrigatJ-O-CLQISPOSai $►►stem for• a.Fi►►e Redroom Residenca-UQ Bartisv Poillt_West-Wake Co., 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 1 ]A NCAC 02T .0I05ll.
Note: In accordance with General Statutes I43-215.6A 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 l as civil p alties up to S25,000 per violation.
Signature: Date:
FORM: SFRWWIS 06-16
Page 6 of 6
L bT 9

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CAPACITY TO ACT FOR PROPERTY OWNERS
O&M AGREEMENTS
FOLLOW THIS PAGE

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BKO18774PGO0217
WAKE COUNTY. NC 116
TAMMY L. HRUNNER
REGISTER OF DEEDS
PRESENTED & RECORDED ON
10/29/2021 14:17:45
STATE OF NC REAL ESTATE
EXCISE TAX: $2,808.80
BOOK:018774 PAGE:00217 - 80223
NORTH CAROLINA SPECIAL WARRANTY DEED
Excise Tax: $2,800.00 Wake County;
Excise Tax: $0.00 Chatham County
Parcel Identifier Nos. in Wake County: 0463522, 0463524, 0463525, 0463526, 0463527 and 0463528
Parcel Identifier No. in Chatham County: - 85381
Verified by County on the _ day of 2021
Verified by County on the _ day of , 2021
By:
MaiUBox to:
This instrument Iwas prepared by: Smith, Anderson, Blount, Dorsett, Mitchell & Jernigan, L.L.P. (CAY), Post Office Box 2611,
Raleigh, North Carolina 27602-2611
Brief description for the Index: Lots 1, 2, 3, 4, 5 and 6, Book of Maps 2018 Page 2400, Wake County Registry
and Book of Maps 2018, Page 325, Chatham County Registry
THIS DEED made this day of October, 2021, by and between
GRANTOR
Billy Ray Powell and wife, Cynthia P. Powell,
an undivided 25% interest
Sidney S. Smith and wife, Kimberly A. Smith,
an undivided 25% interest
Ronald J. Currin, widow, an undivided 25% interest
John M. Hiester and wife, Lisa K. Hiester,
an undivided 25% interest
all as Tenants in Common
4808 Tannenhill Trail
H II S in s North Carolina27540
GRAN itt
Princess Holdings, LLC
a North Carolina limited liability company
1430 Innovation Ave
Morrisville, North Carolina 27560
o y pr g ,
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WTTNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has
and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot, parcel of land situated in
the Buckhom Township, Wake County, North Carolina and Cape Fear Township, Chatham County, North Carolina and more
particularly described as follows:
t# Special Warranty Heed 9482657 2.Docx
NC Bar Association Farm No. 6 Q9 l,11/2010, 2013
Printed by Agreement with the NC Bar Association
6
This standard form has been approved by:
North Carolina Bar Association — NC Bar Form No.

BKO18774PGO0218
See Exhibit A attached hereto and incorporated herein by reference for legal description.
The property hereinabove described was acquired by Grantor in Book 18087, Page 1817 and Book 12955, Page 646, both Wake County
Registry and in Book 2147, Page 440 and Book 1385, Page 515, both Chatham County Registry.
All or a portion of the property herein conveyed _ includes or X does not include the primary residence of a Grantor.
.A map showing the above described property is recorded in Book of Maps 2018, Page 2400, Wake County Registry and Book of Maps
2018. Page 325, Chatham County Registry.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in
fee simple.
And the Grantor covenants with the Grantee, that Grantor has done nothing to impair such title as Grantor received, and Grantor will
warrant and defend the title against the lawful claims of all persons claiming by, under or through Grantor, other than the following
exceptions:
2022 Ad valorem taxes, not yet due and payable.
Easements, restrictions and rights of way of record affecting the subject property, if any.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
State of North Carolina - County of
WAKE
Grantor:
Bil y € o
Cynthia P. Powell
1, the undersigned Notary Public of the State aforesaid, certify that Billy Ray Powell and wife; Cynthia P.
Powell, personally appeared before me this day and acknowledged the due execution of the foregoing instnimen a purposes
therein expressed_ Witness my hand and Notarial stamp or seal, this 28thhday of October, 2021.
L
My Commission Expires:
01/25/2026
(Affix Seal)
e-•!
8 Special warranty Deed 9482657 2.Doarfr��rvarst
NC Bar Association Form No. 6 © 111/2010, 2013
Printed by Agreement with the NC Bar Association
6
of Notary Public
John B. Adcock
Notary's Printed or Typed Name
This standard form has been approved by:
North Carolina Bar Association — NC Bar Fonn No.

BKO18774PGO0219
IN, WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
Grantor:
Sidney S. Smi
imberly A. mith
State ofXorth.Car—or, na - County of W0.*
1, the undersigned Notary Public of the State aforesaid, certify that Sidney S. Smith and wife, Kimberly A.
Smith, personally appeared before me this day and acknowledged the due execution of the foregoing instrument for the purposes
therein expressed. Witness my hand and Notarial stamp or seal, this 2j+ay of October, 2021.
My Commission Expires: lG -04-ILoZ;
(Affix Seal) BENJAMIN H. HERVEY
NOTARY PUBLIC
WAKE COUNTY, NORTH CAROLINA
My Commission Expires 10-14-2023
9 Special Warranty Deed CK926$T ?.Docx
INC Bar Association Form No. 6 @ V1/2010, 2013
Printed by Agreement with the NC Bar Association
6
4 _
Sign ura ofN Lary Public
v�k
Notary'rs inted or Typed Name
This standard form has been approved by:
North Carolina Bar Association — NC Bar Form No.

BKO18774PGO0220
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
State of North Carolina - County of
WAIF
Gra
Ronald J. Currin
1, the undersigned Notary Public of the State aforesaid, certify that Ronald J. Currin, personally appeared before
me this day and acknowledged the due execution of the foregoing instrument for the purposes therein expressed. Witness my hand
and Notarial stamp or seal, this 28th day of October, 2021. J1
My Commission Expires: 01 /25/2 —
'�ttttte!!lrr�••
(Affix Seal) :` .. ..
AIV
AlPi'
PU�'�"
Notary's Printed or Typed Name
it Special Warranty Deed 9"2657 1Docx This standard form has been approved by:
NC Bar Association Form No- 6 Q [1112010, 2013 North Carolina Bar Association— NC Bar Form No.
Printed by Agreement with the NC Bar Association
6

BKO18774PGO0221
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
State of North Carolina - County of
06,Vp-
Jo .Hiester
Lisa K. Hiester
1, the undersigned Notary Public of the State aforesaid, certify that John M. Hiester and wife, Lisa K. Hiester,
personally appeared before me this day and acknowledged the due execution of the foregoing instrument for the purposes therein
expressed. Witness my hand and Notarial stamp or seal, this 7144= day of October, 2021.
My Commission Expires: 10 - M-W-3 Zsignaof Notirry Public
BENJAMIN H. HERVEY
(Affix Seal) NOTARY PUBLIC
WAKE COUNTY. NORTH CAROLIN.A
My Commission Expires 10-14-2023
# Special Warranty Deed 9482651_2.Docx
NC Bar Association Form -No. G © U1/2010, 2013
Printed by Agreement with the NC Bar Association
6
Notary's Panted or Typed Name
This standard Form has been approved by'
North Carolina Bar Association — NC Bar Form No.

BKO18774PGO0222
Exhibit A
Legal Description
BEING all of Lot Nos. 1. 2, 3. 4, 5 and 6 as shown upon that map entitled, "Exempt Division Survey For Billy Ray Powell Sidney S Smith
Ronald J. Curtin John M. Hiester J. Lummey,
I" prepared by Benton W
ewar and Associates
October 25. 2018 and recorded in BoEdward tn
of Maps 2018, Page 2400 Wake County Registry and also inBookProfessional
Maps 2018 Page 325,
Chatham County Registry.
# Special Warranty Deed 4482657_2.Docx This standard form has been approved by:
NC Bar Association Farm No. 6 © I/I/2010, 2013
North Carolina Bar Association — NC Bar Forth No.
Printed by Agreement with the NC Bar Association
6

5/24123, 7 17 PM
North Carolina Secretary of State Search Results
File an Annual Report/Amend an Annual Report , Upload a PDF Filing , Order a Document Online v Add Entity to My Email Notification List
View Filings , Print a Pre -Populated Annual Report form , Print an Amended a Annual Report form
Limited Liability Company
Legal flame
Princess Holdings, LLC
Information
Scsid: 1966078
Status: Current -Active O
Date Formed: 3/23/2020
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status.
Registered Agent: Eldreth Law Firm, PLLC
Addresses
Reg Office
Reg Mailing
Mailing
principal Office
115 S. Saint Mary's St., Ste. C
115 S. Saint Mary's St., Ste. C
1430 Innovation Ave.
1430 Innovation Ave.
Raleigh, NC 27603-1785
Raleigh, NC 27603-1785
Morrisville, NC 27560
Morrisville, NC 27560
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Managing Member Managing Member
Nguyet Bach James Scott Jones
1430 Innovation Avenue 1430 Innovation Ave.
Morrisville NC 27560 Morrisville NC 27560
� ' = Secretary of State
Vaine F V rsh-u ll
Nome
f Want To - Divisions
https://,Anmv.sosnc.gov(online_services/search/Business—Registration_ResuIts
RE

5/24123, 713 PIVI
North Carolina Secretary of State Search Results
Upload a PDF Filing , Order a Document Online 3 Add Entity to My Email Notification List , View Filings
Non -Profit Corporation
Legal Name
Bartley Point Land Owners Association, Inc.
Information
Sosid: 2590900
Status: Current -Active O
Date Formed: 3/8/2023
Citizenship: Domestic
annual Report Due Date:
Registered Agent: York, C Allen
Addresses
MaRing Principal Office Reg Office
1430 Innovation Avenue 1430 Innovation Avenue 150 Fayetteville Street, Suite 2300
Morrisville, NC 27560-6414 Morrisville, NC 27560-6414 Raleigh, NC 27601
Reg MaiLing
c/o Smith Anderson Law Firm Post Office Box 2611
Raleigh, NC 27602-2611
Officers
r 5ec rear a� State
h.
Ho rT` e
l War- To
Uivisi-ors
https://www sosnc gov/onIine_services/search/Bus iness_Registration_ResuIts
ME

INCUMBENCY CERTIFICATE
PRINCESS HOLDINGS, LLC
The, undersigned, as Manager of PINCESS HOLDINGS, LLC. a :North Carolina iimited
liability- company (the "Company"), hereby certifies as of this the, 30th day of May, 2 023, that J.
Scott Jones, Manager of the Company, has been duly appointed to execute documents on behatf
of the Company.
N, WITNESS WHEREOF, the undersigned has executed this Incumbency Certificate as
of the day first above written.
4�
J. Scott Jones, Manager
RA-3027450 vl

BARTLEY POINT LAND OWNERS ASSOCIATION, INC.
CONSENT OF INITIAL BOARD OF DIRECTORS
May 1, 2023
We, the undersigned, being the initial directors of Bartley Point Land Owners Association, Inc„ a Worth
Carolina nonprofit corporation (the "Corporation"), do hereby waive notice of the organizational meeting of
the Board of Directors ofthe Corporation and do hereby adopt the fol lowing resolutions by signing ❑1.1r written
consent hereta, pursuant to ti1e provisions of Section 55A-g-21 of the North Carolina itilonprofit Corporation
Act.
Election of Officers
RESOLVED, that the following persons be, and they hereby are, elected as officers of the
Corporation, to serve as such until their successors shall have been duly elected and qualified:
Name Title
James Scott Jones President
Nguyet (Mimi) Bach Vice President
Banking Resolutions
RESOLVED, that the Board of Directors of the Corporation hereby authorizes and directs that the
persons from time to time holding the position of President or Vice President of the Corporation is hereby
authorized to open any necessary corporate bank accounts from time to time; and
RESOLVED FURTHER, that in order to effectuate the foregoing resolution there shall be deemed
to be adopted "in haec verba" resolutions required by any bank or banks in which corporate bank accounts
will be maintained, and that the President of Vice President of the Corporation is authorized to certify such
resolutions as having been adopted "in haec verba."
Fiscal Year
RESOLVED, that the fiscal year of the Corporation shall end on December 31 st of each year.
Tag Exempt Status Determination
RESOLVED, that the appropriate officers of the Corporation be, and they hereby are, authorized
and directed to prepare and file on behalf of the Corporation appropriate forms, including an application to
the Internal Revenue Service, and ruling requests seeking qualification of the Corporation as an
organization exempt from federal income tax pursuant to Section 501(c)(3) of the Internal Revenue Code
and to which contributions will be deductible for Federal income, estate, and gift tax purposes, such officers
being further authorized and directed to execute and deliver all other documents and do all other things
deemed by such officers necessary or desirable in connection with such application or ruling request.
State and Local Tax Exemption
# Bartley Point Land Owners Association Inc. -Consent Of Initial Board Of Directors - Nonprofit - NC(10928157.2)(02)

RESOLVED, that the appropriate: officers of the Corporation be, and they hereby are, authorized
and directed to execute and file all necessary applications and do all other things deemed by such officer
necessary or desirable to secure for the Corporation appropriate exemptions from state and local income,
sates, real property, and other taxation.
Viiseellaneous Items
RESOLVED, that the President, Treasurer, or any other proper officer be authorized to pay, or cause
to be paid, all fees and expenses, including attorneys' fees, incident and necessary to the organization of the
Corporation and the preparation of these resolutions;
FURTHER RESOLVED, that the President or any other proper officer be authorized and directed
to negotiate for, enter into, execute, and deliver such contracts, agreements, and other written instruments
which are necessary and appropriate to carry on the business the Corporation was formed to conduct; and
FURTHER RESOLVED, that the officers of the Corporation be, and they hereby are, authorized
and directed to do and perform all acts and things necessary and appropriate to commence and carry on the
ordinary course of the Corporation's business.
We do hereby consent that this document be filed with the Minutes of the Corporation, and that the
actions set forth in the foregoing resolutions shall have the same force and effect as if taken at the duly
constituted organizational meeting of the initial directors of the Corporation.
This action is effective as of the _30th_ day of May, 2023.
James Scott Jones, Director
Nguyet (Mimi) Bach, Director

PERM ITEE G & M
AGREEMENT
FOLLOWS THIS PAGE
1

PERMITEE 0 & M
AGREEMENT
FOLLOWS THIS PAGE

State of Korth Carolina
Department of Environment and Natural Resources
Division of Water Resources
DWR
15A NCAC 02T .0600 — SINGLE-FAMILY RESIDENCE WASTEWATER IRRIGATION SYSTEMS
OPERATION AND MAINTENANCE AGREEMENT
Division of Water Resources FORM: SFRWWIS O&M 08-13
Permit No. Not Yet Assigned
Property owner(s) as appearing on the recorded deed:
Mailing address:
Facility address:
County: Wake
Princess Holdings, LLC
1430 Innovation Ave.; Morrisville, NC 27560
6708 Bartley Point West; New Hill, NC 27562
Irrigation Method: ❑ SPRAY ® DRIP
I / We agree to operate and maintain the single-family residence wastewater treatment and irrigation system as follows:
1. The Permittee is responsible for the operation and maintenance of the entire wastewater treatment and irrigation
system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed.
b. The septic tank effluent filter shall be checked and cleaned annually.
c. Accessible sand filter surfaces shall be raked and leveled every six months and any vegetative growth shall be
removed manually.
d. ❑ The tablet chlorinator shall be checked weekly. Wastewater grade tablets (calcium hypochlorite) shall be
added as needed to provide proper chlorination (pool chlorine tablets shall not be used), OR
® The ultraviolet disinfection unit shall be checked weekly_ The lamp(s) and quartz sleeve(s) shall be
cleaned or replaced as needed to ensure proper disinfection.
e. All pump and alarm systems shall be inspected monthly.
E The irrigation system shall be inspected monthly to ensure that the system is free of leaks, that all irrigation
equipment is operating as designed, that vegetative growth does not interfere with the system inspection or
operation, that the soil is assimilating the disposed treated wastewater with no visible runoff or ponding, and
that no objectionable odors are being generated.
2. Failure to pay the annual fee shall be cause for the Division to revoke the permit pursuant to 15A NCAC 02T
.0105(e)(3).
3. The Permittee's failure to properly operate this system is subject to a penalty up to $25,000 per day.
4. Failure to meet the permit conditions or violation of the State's surface water or groundwater regulations may void
the permit.
All owners appearing on the legally recorded property deed shall si this Operation & Maintenance Agreement
I / We understand the above requirements and agree to these terms as part of the issued permit.
Owner Signature: Date: _
f r Prince _s..Holdings, LLC
Owner Signature:
Date:
FORM: SFRWWIS O&M 08-13 1 Page 1 of 1
L�

COUNTY DENIAL LETTERS
FOR SEPTIC SYSTEMS
FOLLOW THIS PAGE
L n�

WAKE Environmental
COUNTY Services
NO0.TH CA0.0LfNA
June 1, 2023
TEL [phone]
Fax [phone]
Water Quality Division
336 Fayetteville Street • Raleigh, NC 27602
www.wakegov.com
FIRST CLASS MAIL/CERTIFIED MAIL -RETURN RECEIPT REQUESTED
Chris Murray
216 S. Swing Rd., Suite 1
Greensboro, NC 27409
Reference: Denial of TBD, Bartley Holleman Rd, NC 27562
PIN # 06175525773
Bartle Py�int Lot 9,WRP-102927-2023
Dear Chris Murray:
This letter is to inform you that a site evaluation was conducted on the above referenced property on
5/31/2023. This property was determined to be Unsuitable for the use of a subsurface sewage treatment
and disposal system in accordance with the "Regulations Governing Wastewater Treatment and Dispersal
Systems in Wake County" (and 15A, Subchapter 18A, Sections .1901-.1969 of the North Carolina
Administrative Code, adopted by reference in the Wake County Regulations).
The site evaluation findings revealed the following limiting factors:
❑ Unsuitable topography and/or landscape position, .1940
® Soil Characteristics Morphology, .1941 Expansive clay was encountered at 10 and 11 inches.
❑ Soil Wetness Condition, .1942
❑ Soil Depth, .1943
❑ Restrictive Horizons, .1944
❑ Available Space, .1945
❑ Other:
Please refer to the enclosed soil evaluation form and site plan for additional information related to
limiting factors.
The Regulations allow for the reclassification of unsuitable sites to provisionally suitable status if the
conditions of 15A NCAC 18A, Section .1948 (d) are met. "A site classified as UNSUITABLE may be
used for a ground absorption sewage treatment and disposal system specifically identified in Rules .1955,
.1956, or .1957 of this Section or a system approved under Rule .1969 if written documentation, including
engineering, hydrogeologic, geologic or soil studies, indicates to the local health department' that the
proposed system can be expected to function satisfactorily. Such sites shall be reclassified as
' Wake County Environmental Services Department

PROVISIONALLY SUITABLE if the local health department determines that the substantiating data
indicate that:
(1) a ground absorption system can be installed so that the effluent will be non-pathogenic, non-
infectious, non -toxic, and non -hazardous;
(2) the effluent will not contaminate groundwater or surface water; and
(3) the effluent will not be exposed on the ground surface or be discharged to surface waters where it
could come in contact with people, animals, or vectors."
You have two options available. First, you may hire a soil scientist to evaluate your property (PIN #
0617525773) and submit a proposal (layout and wastewater design) to Wake County Environmental
Services. Second, you may also appeal this decision with submission of adequate substantiating
documentation under the provisions of North Carolina General Statute (NCGS). 130A-24(b)&(c) and
Wake County Human Services -Environmental Health Division Rules of Appeal by letter to:
Wake County Human Services Center
Attn.: Debra Baker, Executive Assistant
220 Swinburne Street
Raleigh, North Carolina 27620
and
Wake County Department of Environmental Services
Attn: Joseph Threadcraft, Ph. D., P.E., Director
Waverly Akins Wake County Office Building
P.O. Box 550
Raleigh, North Carolina 27602
The Department asks that you send copies of the request for an appeal hearing to both parties to ensure
prompt processing of your request. An appeal must be made within 30 days of receipt of this letter or
your appeal rights are forfeited.
If you have any questions or wish to setup a meeting, please contact John Kase at [phone] or via
email [e-mail] or
Daniel Potts at [phone] or via email at [e-mail] Monday through Friday
between 8:30 a.m. and 5:15 p.m.
Sincerely,
Daniel Potts, REHS, On -Site Wastewater
Enclosures:
cc: Kenneth R. Murphy, Esq., Wake County's Attorney's Office
Joseph Threadcraft, Ph. D., P.E., Director, Wake County Department of Environmental Services
Justin M. Milstein, LSS, REHS, Environmental Health Program Manager — On -Site Wastewater
Wake County Planning, Inspections and Development Division
File
Additional

SETBACK WAIVER DOCUMENTS
FOLLOW THIS PAGE
l o-j ct

BOOK:019366 PiAGE:O003e - eee34
Le "A-I:I raZ61MI NO
Please retain yellow trailer page
It is part of the recorded document and must be submitted with the original for re-
recording.
Tammy La Brunner
Register of Deeds
Wake County Justice Center
300 South Salisbury Street, Suite 1700
Raleigh, NC 27601
❑ New Time Stamp
❑ Additional Document Fee
This Customer Group
# of Excessive Entities
# of Time Stamps Needed
❑ $25 Non -Standard Fee
❑ Additional Reference Fee
This Document
6 # of Pages

WAKE COUNTY, HC 39
TAMMY L . BRUNNER
REGISTER OF DEEDS
PRESENTED 9 RECORDED ON
09?22r2023 11:58:06
BOOK:019366 PAGE:00030 - 00034
State of North Carolina
Department of Environmental Quality
Division of Water Resources
NON -DISCHARGE WASTEWATER SYSTEM WAIVER
AGREEMENT TO WANE SETBACKS AS REQUIRED BY
15A NCAC 02T .0506(a), .0506(b), .0606(a), .0706(a) AND .1006(a)
I, Scot Jones (primed name), certify that I am a deeded owner or an
authorized agent of the property located at: Lot 10
Address: 6712 Bartley Point West
city: New Hill
Parcel No.: Barthey Point_Subd
State: NC Zip Code: 27 662 County: Wake
Furthermore, I certify that I am authorized to make decisions regarding this property, and that I do hereby
agree that the setback distances cited below be granted to the Applicant/Permittee listed on the following
page.
I understand the setback requirements set forth in 15A NCAC 02T. For the parcel identified above,
I consent to the following reduced setbacks:
EX Wastewater Irri ation/Infiltration Setback to PropeM Lines
The required setback of 50 feet is reduced to 10 feet, thereby allowing wastewater effluent
irrigation or infiltration no closer than 10 feet from my property line.
❑ Wastewater lrri ationM6ltration Setback to Places of Assembly
The required setback of feet is reduced to feet, thereby allowing wastewater effluent
irrigation or infiltration no closer than feet from my residence(s) or place(s) of assembly.
Wastewater Treatment and Storage Unit Setback to Property Lines
The required setback of 50 feet is reduced to 30 _ feet, thereby allowing the construction of
wastewater treatment and storage units no closer than 30 feet from my property line.
❑ Wastewater Treatment and Stora a Unit Setback to Places of Assembly
The required setback of feet is reduced to feet, thereby allowing the construction of
d wastewater treatment and storage units no closer than feet from my residence or place of
assembly. ^�
Signature: Date: Ca "1
FORM: NDWSW 02-19 Page 1 of 2

Applicant/Permittee: PHDIdif M-LLC
Address: 67M Bey Point -ftst
city: New Hill
Permit No.. Not Yet Assigned
Lot 9
Parcel No.: Bartley Rolnt Sybd
State: NC Zip Code: 27562 County: Wake
NORTH CAROLINA, _ (,lam a _ COUNTY
1, Co n dm u L Shan mm , a Notary Public for aja (0 County, North Carolina,
do hereby certify that es -SCC- + JOYVS personally appeared before me this day
and acknowledged the due execution of the foregoing instrument.
Witness my hand and official seal, this the 15�day of JUv1 e — 2
SEAL (Q(Vy1d"CL
I Signature of Notary Public
:Jy •':�C:: Lam' .:•�� J`J„ ..... _7
v °ir YF�ictJ"i�fRi}� 1
My commission expires 1) bw13 202(P
Y�ate uo;�nty, P�.C;.
Once notarized, this form shall be recorded at the Register of Deeds in the county or counties in
which the described properties are located. A copy of the recorded waiver shall be sent to the
following address:
Division of Water Resources
Non -Discharge Branch
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
FORM: NDWSW 03-17 Page 2 of 2

State of North Carolina
Department of Environmental Quality X—IrAGAM�%
Division of Water Resources
NON -DISCHARGE WASTEWATER SYSTEM WAIVER
AGREEMENT TO WAIVE SETBACKS AS REQUIRED BY
15A NCAC 02T .0506(a), .0506(b), .0606(a), .0706(a) AND .1006(a)
I, Sot Jones (printed name), certify that I am a deeded owner or an
authorized agent of the property located at: Lot 9
Address: t7—Q Saftey Point WeSt Parcel No.: Bartley Point Subd
City: New Hill State: NC Zip Code: 27562 County: Wake
Furthermore, I certify that I am authorized to make decisions regarding this property, and that I do hereby
agree that the setback distances cited below be granted to the Applicant/Permittee listed on the following
page.
I understand the setback requirements set forth in 15A NCAC 02T. For the parcel identified above,
I consent to the following reduced setbacks:
A Wastewater Irrization/[nfiltration Setback to Property Lines
The required setback of 50 feet is reduced to 10 feet, thereby allowing wastewater effluent
irrigation or infiltration no closer than 10 feet from my property line.
❑ Wastewater Irri ation/Infiltration Setback to Places of Assembly
The required setback of feet is reduced to feet, thereby allowing wastewater effluent
irrigation or infiltration no closer than feet from my residence(s) or place(s) of assembly.
®_ Wastewater Treatment and Storage Unit Setback to Property mines
The required setback of 50 feet is reduced to 30 feet, thereby allowing the construction of
wastewater treatment and storage units no closer than 30 feet from my property line.
Ir ❑ Wastewater Treatment and Storage Unit Setback to Places of Assembly
The required setback of feet is reduced to feet, thereby allowing the construction of
Q wastewater treatment and storage units no closer than feet from my residence or place of
�-+ assembly.
Signature: _ Date:
FORM: NDWSW 02-19 Page 1 of 2

Applicant/Pernuttee: Prt Cn eS_S_H_ dines}LLC
Address: 6708 g W Pint West
City: _ uw A f
Permit No.: Not Yet Assigned
Lot 9
Parcel No.:.Bartley Point Subd
State: NC Zip Code: 27562 County: Wake
NORTH CAROLINA, (, a u COUNTY
I, . $ r1ol l , a Notary Public for UQ2b __ County, North Carolina,
do hereby certify that James Soft Jo n P s personally appeared before me this day
and acknowledged the due execution of the foregoing instrument.
Witness my hand and official seal, this the S day of JUfte ,2023.
SEAL ranky U (+ J tom_
Candeece C t
onSignature of Notary Public
notary Pub�Malce �ountyMy commission expires _04-Ofn b& 13 t`
Once notarized, this form shall be recorded at the Register of Deeds in the county or counties in
which the described properties are located. A copy of the recorded waiver shall be sent to the
following address:
Division of Water Resources
Non -Discharge Branch
1617 Mail Service Center
Raleigh, .North Carolina 27699-1617
FORM: NDWSW 03-17 Page 2 of

NATURAL HERITAGE PROGRAM
RESOURCE REPORT
FOLLOWS THIS PAGE
L t, r �

i •; _ Governor
Wf
s NC DEPARTMENT OF
■�q NATURAL AND CULTURAL RESOURCES
■ riff■
June 14, 2023
John Harman, PE
Consulting Engineer
2112 White Oak Rd
Raleigh, NC 27608
RE: CIR-301
Dear John Harman, PE:
P,I, ry Ei C-ai.an
Deputy Director, Natural Heritage Program
NCNHDE-22291
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:
r ffi - ^f = 7
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 INC 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 ro& j but: , aL .c -r --gQy or 919-707-8603_
Sincerely,
NC Natural Heritage Program
,_�:�a�t"=`i" ,;� VA''_.41L a,Vl7 :_! ��•,��`..�._ C_S

June 14, 2023
Managed Area (MAREA)
Q Buffered Project Boundary
Q Project Boundary
NCNHDE-22291: CIR-301
Page 4 of 4

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Intersecting the Project Area
CIR-301
Junel4,2023
NCNHDE-22291
Element Occurrences Documented WithinArea
Taxonomic E.CJ ID Scientific Name Common Name Last Element Accuracy Federal State Global date
Group Observation Occurrence Status Status Rank Rank
Date Rank
Freshwater Fis�141891 Fl;rdul is c`. djaphanus Lake Phelps <illifis' ?01❑ 05 ?G = e•-Ji_r- SigrnFicaIv-IV GlC3 S1
Rare
No Natural Areas are Documented within the Project Area
y anaged Areas Documented Within ProjactArea _
Warns Game Land NC W.jid€if4 Resources Commission State
NOTE If the proposed project intersects with a conservation/managed area, please contact the landowner directly for additional information If the project intersects with a Dedicated Nature Preserve
(DNP), Registered Natural Heritage Area (RHA), or Federally -listed species. NCNHP staff may provide additional correspondence regarding the project
Definitions and an explanation of status designations and codes can be found at ni — - .=.- �r�:�e n Data query generated on June 14. 2023: source: NCNHP, Spring (Apra) 2023 ?lease
resubmit your information request if more than one year elapses before project initiation as new information is continuaily added to the NCNHP database
Page 2 or 4

Natural Heritage Element Occurrences, Natural
Areas, and Managed Areas Within a One -mile Radius of the Project Area
CIR-301
June14,2023
NCNHDE-22291
Element Occurrences Documented Within a One -mile Radius of the
•=•1=:-f =tra3
Federal
State Globai State
Taxonomic Eo ID SCIentlflC Name Common Name
Last Element
AccUru� Y
Status
Status Rank Rank
Group
Observation Occurrence
Date Rank
Dragonfly or �2D43 Coryphaeschna ingens Regal Darner
_1002-Pre Fi'
5-Very
7igniFicantly GS S2?
Low
Rare
Damselfly
Freshwater Fish42891 Fundulus cf. diaphanus Lake Phelps Killifish
2010-05-26 E
3-Medium
Significantly G1Q Sl
Rare
No Natural Areas are Documented Within a One -mile Radius of the Project Area
Areas Documented Within a One -mile Radius of the
Harris Game Land MC Wildlife Resources Commisslon vlate
7ef,nirions ano an eXolana Lion of s'atus designations and codes can be found at hrtos //ncande nit reserve oro/hero. Data query generared on June 14. 2023: source: NCNHP Sonng ;Aorli) 2023 ciease
resubmit your nformat,on reo,est F more than one year alaoses before oroject mitia^on as new information is cont,nually added to the NCNHP database
Page 3 of 4

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

PIEDMONT
ENVIRONMENTAL
A S S O C I A T E S, P. A.
6/20/23 Project Number: 3618
Bartley Point, LLC
c/o: Mr. Pat O'Neal
1430 Innovation Ave.
Morrisville, NC 27560
Soils Report for Proposed Residential Surface Drip Wastewater Irrigation System
Project Name: Bartley Point, Lot 9
Location: Off of Bartley Holleman Rd., Wake County, NC (PIN: 0617525773)
A detailed soil evaluation on the above referenced tract was conducted to determine
suitability for a subsurface or surface wastewater system. This report is being prepared to
satisfy the requirements set forth by 15A NCAC 02T.0600 concerning the soils report for
single family surface wastewater systems since this property does not contain enough
suitable soils to support a 5-bedroom subsurface septic system. The location and
characteristics of a site that is potentially useable for a surface drip irrigation wastewater
system was identified. This report details our findings and provides the necessary
soil/site information needed for a surface irrigation system to be designed by a
professional engineer. This fieldwork was completed in Winter, 2023.
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 Wake County. Soils in the
proposed irrigation area are generally similar to the Creedmoor/Green Level complex.
These soils have expansive clay mineralogy and may have indications of soil wetness
present in the subsurface horizons. The Creedmoor/Green Level complex 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 and described in Table 1 below, as well as in the accompanying
Ksat location soil profile descriptions (Attachment 2).
216 S. Swing Rd., Suite 1 • Greensboro, NC 27409 • 336-662-5487

Table 1. - Bartley Point Lot 9 - Soil Boring Logs
Boring #:
Depth to Exp. Clay
Depth to SHWT "
9-1
14
14
9-2
10
12
9-3
12
12
9-4
11
13
9-5
14
14
9-6
11
12
9-7
12
12
9-8
14
14
The landscape position for the proposed irrigation field is on a broad side slope (4-5%
maximum) with a sandy loam A/AB horizon. We recommend a maximum instantaneous
irrigation rate of 0.3 in/hr for design purposes.
Saturated Hydraulic Conductive Ksat Analysis
The constant head well permeameter technique (also known as shallow well pump -in
technique and borehole permeameter method) was utilized to complete the ksat tests.
This procedure is described in Methods of Soil Analysis, Part 1., Chapter 29 — Hydraulic
Conductivity of Saturated Soils: Field Methods, 29 — 3.2 Shallow Well Pump In Method,
pp. 758-763 and in the Soil Science Society of America Journal, Vol. 53, no. 5, Sept. —
Oct. 1989, "A Constant -head Permeameter for Measuring Saturated Hydraulic
Conductivity of the Vadose Zone" and "Comparison of the Glover Solution with the
Simultaneous — Equations Approach for Measuring Hydraulic Conductivity." A volume
of water was applied and measured with time until a steady state of water flow was
achieved. This volume/time with steady state was used to calculate the saturated
hydraulic conductivity of the subsoil by the Glover equation.
Measurements of saturated hydraulic conductivity (Ksat) were conducted within the Bt
horizon at three sites within the proposed wetted area. The Bt was the only soil horizon
measured since it was obviously the least restrictive horizon. This determination was
made based on the expansive clay mineralogy present in the majority of the Bt horizons
and the fact that underlying horizons (where present) were lighter in texture.
Additionally, the soil horizons underlying the Bt were too poorly structured and/or too
thin to quantify accurately with a Ksat test.
The geometric mean Ksat of the Bt horizon was 0.027 in/hr. Geometric mean Ksat
calculations and field data are shown in Attachment 3.

Sin le 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 58 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 16.5%, which results in an actual Annual
Hydraulic Loading Rate of 19.36 inches/year. We feel that this is a reasonable drainage
rate given the surface texture and thickness of the A horizon, as well as the landscape
position of the proposed spray field (broad side slope).
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
to be 56% and 4.55% 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 septic 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. A letter of denial regarding subsurface septic systems

from the county health department will also be required by NC DEQ as part of 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
Attachment 3 - Ksat Summary and Field Data
Attachment 4 - SFR Irrigation Area Workbook Pages (Including Project Information,
Potential Evapotranspiration Worksheet, 80' Percentile Precipitation Worksheet and
Irrigation Area Calculation Worksheet)
Attachment 5 - Standard Fertility Analysis

1
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J� SFR Loading Rate Worksheet (15A NCAC 02T .0600 ONLY)
Project Name: Bartley Point, Lot 9
Facility Address: Off Bartley Holleman Rd., Wake County, NC
County: Wake
Prepared by: G. Christopher Murray, L.S.S.
Project Design Flow = 600 gal/day
# of Bedrooms
Required Flow
2 bedrooms
240 gal/day
3 bedrooms
360 gal/day
4 bedrooms
480 galtday
5 bedrooms
600 gal/day
6 bedrooms
720 gal/day
SFR-LRW 9-08

Potential Evapotranspiration Worksheet (Thornthwaite methadj
Project Name: Bartley Point, Lot 9
Location of Temperature Data: RDU Int. Airport - Raleigh, NC
Starting Year of Data Record: 1948
Ending Year of Data Record: 2006
Period of Record (years): 58
Source of Data: State Climate Office of North Carolina
Site Latitude (degrees) 35.00
Calculated PET: 33.38 inches
Mean Monthly
Temperature
(degrees F)
Daylight
Hours 112
Heat Index
Calculated
PET
(inches)
January
41.1
0.87
1.02
0.29
February
44.8
0.85
1.70
0.51
March
51.2
1.03
3.15
1.20
April
59.4
1.09
5.40
2.30
May
67.6
1.21
8.02
3.94
June
75.6
1.21
10.90
5.52
July
79.0
1.23
12.21
6.36
August
77.7
1.16
11.71
5.73
September
71.1
1.03
9.24
3.92
October
60.6
0.97
5.76
2.20
November
51.5
0.86
3.22
1.03
December
42.6
0.85
1.28
0.37
Total =
73.61
33.38
SFR-LRW 9-08

SFR Precipitation Worksheet
Project Name: Bartley Point, Lot 9
Location of Precipitation Data: RDU Int. Airport - Raleigh, NC
Starting Year of Data Record: 1948
Ending Year of Data Record: 2006
Period of Record (years): 58
Source of Data: State Climate Office of North Carolina
80th Percentile Annual Precipitation: 54.48
Total =
Mean
Monthly
Precipitation
% of Mean
Annual
Precipitation
Both
Percentile
Monthly
Precipitation
3.60
8.21
4.47
2.88
6.57
3.58
4.30
9.80
5.34
3.06
6.98
3.80
2.26
5.15
2.81
2.93
6.68
3.64
5.51
12.56
6.84
5.00
11.40
6.21
5.81
13.25
7.22
2.90
6.61
3.60
2.75
6.27
3.42
2.86
6.52
3.55
43.86
100.00
54.48
SFR-LRW 9-08

Project Name: Bartley Point, Lot 9
Annual Hydraulic
Design Flow = 600 gal/day Loading Rate = 19.36 inchlyr
SFR Loading Rate Group: SFR-B
Limiting Soil Ksat = 0.027 inch/hour Irrigation Area = 18,147 square ft
Drainage Coefficient = 0.165 = 0.41659 acres
Drainage Rate = 0.105209792 inch/day (Formula: Ksat * Drainage Coefficient * 24)
Number of
Days in the
Month
PET
(in/mo)
Vertical
Drainage
(in/mo)
80th Percentile
Monthly
Precipitation
(in/mo)
Maximum
Allowable
Irrigation
(in/mo)(gallons/day)(gallons/month)
Maximum
Allowable
Irrigation
Maximum
Allowable
Irrigation
January
31
1 0.29
3.26
4.47
0.00
0
0
February
28
0.51
2.95
3.58
0.00
0
0
March
31
1.20
3.26
5.34
0.00
0
0
April
30
2.30
3.16
3.80
1.65
624
18,713
May
31
3.94
3.26
2.81
4.40
1,605
49.756
June
30
5.52
3.16
3.64
5.04
1,901
57,038
July
31
6.36
3.26
6.84
2.78
1,015
31,457
August
31
5.73
3.26
6.21
2.78
1,014
31,433
September
30
3.92
3.16
7.22
0.00
0
0
October
31
1 2.20
3.26
3.60
1.86
677
20,998
November
30
1.03
3.16
3.42
0.77
291
8,718
December
31
0.37
3.26
3.55
0.08
29
888
TOTAL = 365 33.38 38.40 54.43 19.36 1100.44 c ia,uuu
Formulas: (Max. Allowable Irrigation) = (PET) + (Drainage) - (Precipitation)
SFR Loading Rate
Table
SFR
Maximum Annual
Geometric Mean
Loading
Loading Rate
Ksat Range
Rate
(intyr)
(in/hr)
Group
Low - High
Low - High
SFR-A
26.0 - 50.0
>0.05
SFR-B
19.5 - 26.0
0.015 - 0.05
SFR-C
13.0-19.5
0.003-0.015
SFR-D
0.0 -13.0
0.0 - 0.003
Assignment to a SFR Loading Rate Group for each 15A NCAC 02T .0600
permit application shall be determined by the geometric mean of insitu
saturated hydrualic conductivity data collected in the most restrictive
horizon for each soil mapping unit within the irrigation area.
Required Flow
2 bedrooms
240 gal/day
87,600 gal/yr
3 bedrooms
360 gal/day
131,400 gal/yr
4 bedrooms
480 gal/day
175,200 gal/yr
5 bedrooms
600 gal/day
219,000 gal/yr
6 bedrooms
720 gal/day
1 262,800 gal/yr
Maximum allowable
irrigation: 219,000 gal/yr
The Maximum Allowable Irrigation number must be
greater than or equal to the required flow.
SFR-LRW 9-08

•
Wayposint.
Daisy Lane, Wilson, NC 27896
n 252-206-1721 °Fax [phone]-9973
Main
ANALYTICAL
www.waypointanalytical.com
"
"Every
SOIL ANALYSIS
Client :
Grower: Report No:
23-170-0522
Piedmont Enviromental
Assoc., P. A.
PIEDMONT ENVIRONMENTAL Cust No:
06526
216 South Swing
Road
Date Printed:
06/21/2023
Suite 1
Date Received
06/19/2023
Greensboro NC
27310
PO:
Farm: BARTLEY Page .
6 of 6
Lab No: 22059
Field: Sample ID: LOT 9
SOIL
TEST RATINGS
Calculated Cation
Test
Method
Results
Exchange Capacity
ow j
L"ow
Medium
❑ Hmum
Soil pH
1:1
4.9
-
i
3.1 meq/100g
Buffer pH
BPH
6.79
%Saturation
Phosphorus (P)
M3
22 ppm
%sat meq
K 3.3 0.1
Potassium (K)
M3
40 ppm
_
_ 1
Ca 38.7 1.2
Mg 11.3 0.4
H 45.2 1.4
Na 2.4 0.1
Calcium (Ca)
M3
240 ppm
Magnesium (M)
M3
42 ppm
Sulfur S)
M3
12 ppm
Boron B)
M3
0.1 ppm
Copper Cu)
M3
1.2 ppm
Iron (Fe)
M3
210 ppm
K1Mg Ratio: 0.2911
Manganese (Mn)
M3
42 ppm
_
Ca/Mg Ratio: 3.42 [
Zinc (Zn)
M3
4.5 ppm
Sodium (Na)
M3
17 ppm�
�I
=`�3
Soluble Salts
Organic Matter
LOI
0.6%
Estimated N Release
58 Ibs/acre
Nitrate Nitrogen
SOIL FERTILITY GUIDELINES
Cron :
Rec Units:
(Ibs) LIME (tons) N
P205 K 20
Mg S B
Cu
Mn
Zn
Fe
Crop : Rec Units:
Comments :
M3 - Mehlich 3 BPH - Lime Index HM - Humic Matter LOI - Loss On Ignition 1:1 - Water pH
Analysis prepared by: Waypoint Analytical Carolina, Inc.

DESIGN
CALCULATIONS
FOLLOW THIS PAGE
t� �

ENIGNEERING CALCULATIONS
FOR
WASTEWATER COLLECTION, TREATMENT, &
SURFACE DRIP DISPERSAL FACILITIES FOR A
FIVE BEDROOM RESIDENCE
PRETREATMENT FOR 600 GPD;
* SURFACE DRIP FOR 600 GPD
LOB., J
6708 BARTLEY POINT WEST
BARTLEY POINT SUBDIVISION @ HARRIS LAKE
WAKE CO. N.C.
OWNER:
PRINCESS HOLDINGS, LLC
SCOTT JONES, MANAGER
OR, PATRICK O'NEAL
1430 INNOVATION AVENUE
+
MORRISVILLE, NC
919-795-0356
"ssrg0 -'''-,
DESIGN ENGINEER:
0•� 6�9f2"'
JOHN R. HARMAN, PE
= gF
2112 WHITE OAK RO
9810
RALEIGH, N.C. 27G 8
f'
[phone]
• F `
rrrr vQ NQ 1 N EE
!•!i!!!!! 11111114M
JUNE 23, 2023

JOHlei R. HARMAN RE
CONSULTING ENGINEER
2112 White Oak Road
Raleigh, North Carolina 27608
(o) 919.818.2077 .,rlt�r+r„
BAR
(fl 919.779.0826 4•
email=iackl�arrnan�3<it_Lmail.cc�m ,�
S� _
9810
r
June 23, 2023••,. R. H�••'
Re: Engineering Calculations, System Component Sizing Documents, and Supporting Manufacturer's
Cut Sheets Related to a Proposed Wastewater Pre -Treatment for 600 GPD and Dispersal by Surface
Drip Irrigation Application @ 600 Gallons per Day for a Five 5 Bedroom Residential Lot.
Conceptual Basis of Design:
Project Descripti—= The project is described as providing a wastewater collection, septic tank, advanced pre-
treatment (NSF40, or better) components, UV Disinfection, a Flow EQ field dose pump tank, and surface
dispersal by drip irrigation to four (4) field zones.
All system Pre -Treatment components (Septic Tank, EZ Treat Recirc Media Filter, etc) will be suitable for treating
600 gallons per day of domestic strength wastewater from a five (5)) bedroom residential facility, and dispersal to
a surface drip application area for an Average Daily Flow of 600 Gallons per Day.
Sumrnary of System Description;
When approved the permit might read:
"For the construction and operation of a wastewater collection and treatment for 720 gallons per day (GPD) from
a compound of two single family residences. Surface dispersal by means of drip irrigation system is limited to 600
gallons per day. The system shall consist of. a 1,500 gallon baffled septic tank with an effluent filter, a 2,500
gallon (two compartment) Recirculation/Storage Pump Tank, a Model 600 (600 GPD) EZ Treat Polystyrene
Recirculating Media Filter, dosed by a 20 gallon per minute (GPM) recirculation pump, a flow splitting device, a
io GPM UV disinfection unit, a 3,500 gallon Field Dose Tank, a 0.45 acre drip irrigation area with a minimum of
496o linear feet (LF) of drip line, 248o emitters, a rainfall sensor to prevent irrigation during inclement weather,
and all associated piping valves, controls, and appurtenances to serve the single family residential compound at
67o8 Bartley Point West -Bartley Point Subdivision (Wake County, NC) with no discharge of wastes to surface
waters, pursuant to the application received, and in conformity with the Division approved plans and
specifications considered to be a part of this permit.
Component Sizin :
• Septic Tank izi : i oo Gallon The Septic Tank proposed for use will be equal in respects to
NCDHHS Approval STB-390, for a 1,5oo Gallon Septic Tank. See Drawings for details.
• Recirc Tank & Simplex Pump for EZ Treat Media Dosing per the NCDHHS A rroval: Asa
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 equal in respects to NCDHHS Approval
PT-210ee DrawArin s for details.

• Field Dose Tank: The Field Dose Tank proposed for use is a 3,500 Gallon Pump Tank
equal in respects to N DHHS Approval PT-?-io . See DrawjnU5 for details.
• Anti-Buoy4ngy Calculations For Tanks:
-1,Soo 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=(o.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 Forces : 1 000# + 1 6# + 08 # = 2 86 #
Net Downward Forces: 9,354#
Safety Factor: [29863/20509]= S.F. >1.45 O.K.
-2,5oo Gal Recirc Tank: (PT-2103 Shoaf PreCast, Inc.)= 12.50' x 6.5' x 5.5o h' x 62.4 #/cf = -27885#
(Upward)
Dead Wt. of Tank (Shoaf PreCast, Inc): 16000# (Downward)
Weight of Soil on Top of Tank: 2.5' x ((12.5' x 6.5')- (2 x 3.14 x 1^2)) x llopcf = 2o616#
Determine Sliding Resistance (K, Ratio of Lateral to Vertical Earth Pressures ,=0.33; Coefficient of
Friction Against Side of Trench, = 0.5; from Table 3, ACI DD41) Rs=(o.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 i19# x (2 x
12.5 + 2 x 6.5) =4522# (Downward)
Total Upward Force: -27885 #
Total Downward Forces : 16000# + 2o616# + 22# = 41138#
Net Downward Forces: 13253#
Safety Factor: [41138/27885]= S.F. >1.48 O.K.
-%S0o Gal. Field Dose/Storage Tank : Buoyancy (PT-21o5; 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=(0.33)x(0.5)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 Farces : 1 6 o # + 2 0 # + $ 018 # = 8 #
Net Downward Forces: 11,535#
Safety Factor: [52,398/37,163]= S.F. >1.41 O.K.
■ Pressure Dosina to Media Filter:
• -Per manufacturer recommendations: Minimum of 4 times ADF to Media Filter: 4 x 600 gpd = 2400 gpd
to Media Filter. The Filter is dosed by; 8 sprayers @ 1.7 gpm = 13.6 gpm... dose volume is +/-40 gallons
per dose x 6o doses (max) per day = 2400 gpd (4 times DDF).
• Timer: "On" time = 140 gal/dose / 13.6 gpm] = 2.94 min, or 176 seconds. "Off' time = 30 min -2.94
minutes = +/- 27.o6 minutes, or 1624 seconds. Recirc Ratio = 4. Dosing to the Media Filter will be by
means of the EZ Treat Sta-Rite 0.5 Hp, 20 gpm pump

Flaw Eaualization E Tank Field Dose Tank- Sizing: Field Application = 60o GPD
-Using Guidance of 5-Day Storage Requirement; 5 x 600 gpd =3000 gallon (Min.) Requirement
-Bottom "Dead" Storage Requirement for Pump: 18"; Pump Off Elev = 263.5
-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 25oo Gal Tank above Pump Off Elev, to Inlet of UV: ((268.0-263.5) x
4.5'x 6.o'x8')x 7.48=1615 Gals
-In Addition.... Using the Engineer specified 3,500 gallon Pre -Cast Tank:
Emergency Volume Available above Pump Off Elev, to Inlet of UV: ((268.0-263.5) x 12.o'x6.o')x
7.48=2423 Gals
Total Volume Available for Emergency Storage Above Pimp o Gallons:
Equals 6.7 Days (& 600 GPD
-Vertical Distance for `Dose Enable" Float above "Off': Use 4"= Elev. 263•83
-Set "Peak Float" +/- 12" above "Dose Enable" Float = Elev. 264.83
• Drip Dispersal Unit:
Use a Four (4) zone residential style model as produced by American Manufacturing Co. and eQ ual in all
respects to provisions of IWWS -1-R6B or En 'Weer Approved E ual.
Estimated Required Pump Conditions: 14 gallmin IL23 ft. TDH• Suggested Pump is
PUTURB 1512112W, as supplied by American Manufacturing Co., or approved equal.
Calculations of Pollutant Removal of PreTreatment Unit:
The EZ Treat Model 600 Pretreatment System is an Innovated and Approved product sanction for use in North
Carolina under the NCDHHS-Division of Public Health for meeting TS-2 level of wastewater renovation and
pollutant removal (IWWS 2015-03-R2) and is incorporated herein by reference. It is also approved as meeting the
less stringent levels of NSF 40 parameters of treatment (which is the level only required for surface application
systems). The constituent levels required under Technical Standard 2 (TS-2) are as follows:
a. Biochemical oxygen Demand, 5-day (BOD) <10 mg/l.
b. Total suspended solids < 10 mg/l.
c. Ammonium -nitrogen < 10 mg/l.
d. Either a 50% reduction of total nitrogen (organic + ammonium + nitrate forms) concentration in
the septic tank effluent or a total nitrogen concentration in the effluent from the pretreatment unit
< 15 mg/l.
e. Fecal coliform bacteria densities < 10,000 colonies/100ml.
(Standards are arithmetic means, except fecal coliform is a geometric mean).
Field Application Information:
Application Area (Coverage): 19,630 S.F.; ADF= 600 GPD; Lineal Feet of Drip Tubing=496o L.F.
Effective Hyd Loading Rate=600/19630=0.031 gpd/sf; Avg. Lateral Spacing: 19630 sf/496o If= 3.95 ft.
Emitter Discharge Rate=o.61 gal/hr.; Area Covered by Each Emitter: 2.0' o.c. x 3.95'=7.91 sq. ft.
Instantaneous Loading Rate to Soil: o.61 gph/7.91 s.f.= 0.0103 cf/hr per sf
or 0.13 inch/hr. Does not exceed Soil Scientist Limiting Value of o.n 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
Surface Drip-TDH Calcs
John R. Harman, PE
1 12 White Oak Road
-rev 101813
_
CEL R L E
D
Raleigh ,North Carolina 27608
[phone] E-mail; [e-mail]
=
DE I N R
INPUT VAL E
=
AUTO CALC'LU VALUE _
_Constant
Recommen e
Project:
BARTLEY POINT `D;
LOT 9
Date: 3115M 3
Engr. J. R. HARMAN, RALEIG ,NC
F O
# of
oses
File: TDH CALC O 9-B RTLEY POSO'-WAKE COUNTY
Zone
Lin. Ft.
ats
r
one
T 0
4
2
Classification:
Resi entia
one 2
124
4
Dailq low (gpd);
60
Zone 3
one
1240
2
rea men Level:
oas:
Design Application Ratp_jGPb794.F7tT
0.0331
Actual LTAR by Layout:
(GPD s
.0321
I
TOTAL it OF SINGLE: ONES;
1 4
9 0
# OF D ER DAY: 7
'Actual Dripper Length:
# OF DOSE PE INGLE ZONE:
7FDOSES PER ET F QUAL ZO
ES :
o
Pumps "
lev =
263.5
x ee lansELD
�Fl
TOTA
ZONE 1
3
ZONE 3
ength of Dripper Gne (ft)!
49IJU
1240 1240
1240
lyz
Line Spacing (Spa&g-Between Laterals, ft):
$ 3.4
.4
3.4
ee ansj
Li
pp icat on Area of Zones sq IFY7
18750
468
4688
4698
46881
Emitter pacing ft):
2
2
2
21
Emitter low gpm):
(Qo.61 emitter)
0.01017
0.0
mllo17
0. 1
Dosing Flow orma# Dose) (from Dripnet):
.2
6.
6.22
Return Flushing Flow m Dripnet):
7
6.87
6.87
6.87
Total Emitter & Flushing FCow (from Dripnet):
13.0
3.09
13.09
6ER ead.(ft) Loss Thru Dripper System (from Dnpn :
80.67
80.67
80.67
80.67
Doses Per Day Per Zone:
2
a Per Dose per one o o ermi
DFJ
75.0
75.0
Volume in aterals anifol s (From DripNet):
1.19.5
17.6
16.
15.
26n6 Drainage Volume between doses (Assume 80
0) 1 .7
10.6
9.4
9.2
Min. Dose for 5 time Drainage o ume: 58.5
46.91
5.
Pump Run ime Per Dose (min): I Runntag is ngZ one 12.1
12.1
1 .
1
Supply Main Inside Dia. (
em: 3" or 2 1/2"Sch 0
1.5
1.50
1.501
1.50
uppy MMn Flow (CM): to FILISMgEpisode]
0.0292, 0.0292
0.02921
UV292
Supply h in Ve15Erty @ Flushing s :
2.4 Z.4
2.
Supply Main velocity Ljuring Qasiing {fps):
1.1
1.1
1.1
Return Main Inside Dia. in}:
Rem: 3"
& 2"
1.251
1.25
1. 5
1.25
Return Maii1 Flow c );
.0153
&Oiff
0.0153
Return Main Velocity ps)-
[
8
1.8
1.8
PUMP DESIGN ITERIA:
Supply Design Flow gpm of ushing:
13.09
13.09
1
13.09
Retum DeMgn Flow (gpm):
6.87
6.97
6.87
Friction Coefficient: [ =1 0 Conserv; C=140 Accpthle
To DEH]
TP
130
130
130
Supply Length (ft):
126
82,
48
18
Supp y Head Eoss
2.63
1.71
1.00
0.3
Return Length (.
7
2r2
12
Return Hea Loss (ft):
1.901
1.14
0.64
0.181
High Pt Elev in Zone
2671
269
272
27
Static Head (ft):
EL V. LIFT PUMP
OFF T
3.50 5.50
8:5
9.50
Drip System Head Loss
from DdVri&FF
80.671 80.0
60.67
Head Loss Thru Hydraulic Unit Allowance (7 psi)
Desired Lat.Distal Pressure Req'd=7 psi (Berk -Rite Factor)
16.10
16.10
16.10
16. 0
16.20
16.20
16.20
16.20
TOTAL DYNAMIC HEAD ESTIMATE (ft):
119.10
120.18
122.47
122.85
I I
Pump Operating Conditions 13.09 gpm @
122.95
. TD
Use American Mfg Co. 1 PUTURB1512112W Turbine Pump
i

BARTLEY POINT LOT 9 1
ZONE 1
SUMMARY OF INPUTS:
NUMBER OF LATERALS =
4
INPUT FILE NAME :
art9 zl.txt
TOTAL LAT. LENGTH, FEET =
1240
OUTPUT FILE NAME :
art9^zl.out
INSIDE DIAMETER, INCHES =
0.57
EMITTER SPACING, FEET =
2
EMITTER FLOW, GPH =
0.61
MIN. SCOUR VEL. =
2
INLET LAT. NUM. = I
1
OUTLET LAT. NUM =
PRECISION, HARDY CROSS =
8.34E-04
OVERALL =
0.005
HEAD LOSS ADJ. FACTORS
SUP. MAN. =
1
RET. MAN. =
1
LATS. =
1
LATERAL FEEDERS
HE
1
LATERAL NETWORK
DETAILS
LATNUM
LENGTH
NUMLPS
INFLOW
EMFLOW
UTFLOW
OUTVEL
1
310
1
3.172967
1.54533
1.62 6637
2.044757
2
310
1
3.234912
1.54533
1.689582
2.122577
3
310
1
3.301796
1.54533
1.75 466
2.206601
41
3101
1
3.383967
1.54533E4.1093
37
2.309831
TOP -FED MANIFOLD TECHNIQUE
DETAILS
LATNUM
INFLATDI
INFLATLE
RETFLATD
RETFLATL
U
TOTFLATVOL
1
0.5
36
0.5
39
5
0.765
2
0.5
26
0.5
28
4.10 3 5
0.5508
3
0.5
15
0.5
19
4.109335
0.3468
4
0.5
4
0.5
4
4.109335
0.0816
MANIFOLD NETWORK DETAILS
MANNUM
INDIA
INLEN
INFLOW
INVEL
OUTDIA
OUTLEN
OUTFLOW
OUTVEL
1
1.05
0.33
9.920675
3.672794
1.05
0.33
-1.61747
-0.59 81
2
1. 5
0.33
6.685763
2.475177
1.05
0.33I
-3.29688
-1.22056
3
1.05
0.33
3.383967
1.2527
1.05
0.33
-5.04318
-1.86707
SUMMARY OF OUTPUTS:
FLUSHING FLOW, SUPPLY SIDE, PM =
13.09 64
EMITTER FLOW, GPM -
22
RETURN FLUSHING FLOW, GPM =
6.871642
MANIFOLD VOLUME, GALLS =
8.91E-02
LATERAL VOLUME, GALLS =
16.43734
FEEDER Ll 1.7442
TOTAL NETWORK VOLUME, GALLS =
1 .2706
NETWORK FILL TIME, MINS. =
1.39538
LONGEST LATERAL DETENTION TIME WHEN
FLUSHING, MINUTES. =
2.196447
FLUSHING CONDITIONS:
SUPPLY MAN. HL., FEET =
3.32E-02
RETURN MAN. HL., FEET =
9.25E-03
LAST LAT. HL., FEET =
80.28432
FIRST LAT. HL., FEET =
80.65829
CLOCKWISE LOOP HL. =
80.3 7752
COUNTER -CLOCKWISE HL =
80.66755
MEAN TOTAL HEAD LOSS =
80.49254
VARIANCE =
4.35E-03
IRRIGATION CONDITIONS:
SUPPLY MAN. HEAD LOSS =
8.15E-03
LONGEST
LATERAL HL. =
12.10708
TOTAL NETWORK HL. =
12.11523
RUN DATA
TOTAL ITERATIONS =
21
INITIAL ITERATIONS
-
4
NUM. OF FLOW INCREMENTS =
2
70TAL FLOW INCREMENT, GALLS. =
0.5 3 02

BARTLEY POINT LOT 9 1
ZONE 2
SUMMARY OF INPUTS:
NUMBER OF LATERALS =
4
INPUT FILE NAME :
art9_z2.txt
TOTAL LAT. LENGTH, FEET =
1240
OUTPUT FILE NAME :
Bart9_z2.out
INSIDE DIAMETER, INCHES =
0.57
EMITTER SPACING, FEET =
2
EMITTER FLOW, GPH =
0.61
MIN. SCOUR VEL. =
2
INLET LAT. NUM. =
1
OUTLET LAT. NUM =
4
PRECISION, HARDY CROSS =
9.27E-04
OVERALL -
0.005
HEAD LOSS ADJ. FACTORS
SUP. MAN. =
1
RET. MAN. =
1
LATS. =
1
LATERAL FEEDERS
HE
1
LATERAL NETWORK
DETAILS
LATNUM
LENGTH
NUMLPS
INFLOW
EM LOW
OUTFLOW
OUTVEL
1
310
1
3.155377
1.5 533
1.610047
2.02266
2
310
1
3.230741
.54537
1.685411
2.117337
3
310
1
3.307504
1.5453
1.762174
2.213773
41
310
1
3.400019
1.54533
1.854689
2.329997
TOP -FED MANIFOLD
TECHNIQUE DETAILS
LATNUM
INFLATDIA
INFLATLEN
RETFLATD
RETFLATLE
LATVOLUN
TOTFLATVOL
1
0.5
42
0.5
44
4.109335
0.8772
2
0.5
29
0.5
32
4.109335
0.6222
3
0.5
17
0.5
19
4.109335
0.3672
4
0.5
4
0.5
4
4.109335
0.0816
MANIFOLD NETWORK DETAILS
MANNUM
INDIA
INLEN
INFLOW
INVEL
OUTDIA
OUTLEN
OUTFLOW
OUTVEL
1
1.05
0.33
9.938265
3.679306
1.05
0.33
-1.59988
-0.5923
2
1.05
0.33
6.70752
.483233
1.05
0.33
-3.27512
-1. 1125
3
1.05
0.33
3.400019
1.258742
1.05
0.3
-5.02712
-1. 6112
SUMMARY
OF OUTPUTS:
FLUSHING FLOW, SUPPLY SIDE,GPM =
13.09364
EMITTER FLOW, GPM
6.222
RETURN FLUSHING FLOW, GPM -
6.871642
MANIFOLD VOLUME, GALLS =
8.91E-02
LATERAL VOLUME, GALLS =
16.43734
FEEDER LM 1.94821
TOTAL NETWORK VOLUME, GALLS =
18.4746
NETWORK FILL TIME, MINS. =
1.41096
LONGEST LATERAL DETENTION TIME WHEN
FLUSHING, MINUTES. =
2.281155
FLUSHING CONDITIONS:
SUPPLY MAN. HL., FEET =
34E-02
RETURN MAN. HL., FEET =
9.17E-03
LAT LAT. HL., FEET =
81.Z1507
FIRST LAT. HL., FEET =
81.63408
CLOCKWISE LOOP HL. =
81.24841
COUNTER -CLOCKWISE HL =
81.64325
MEAN TOTAL HEAD LOSS =
81.4458
VARIANCE =
4. FE-03
IRRIGATION CONDITIONS:
SUPPLY MAN. HEAD LOSS =
8.15E-03
LONGEST
LATERAL HL. =
12.55062
TOTAL NETWORK HL. =
12.55877
RUN DATA
TOTAL ITERATIONS =
21
INITIAL ITERATIONS
=
5
NUM. OF FLOW INCREMENTS =
2
TOTAL FLOW INCREMENT, GALLS. =
0.503 02

BARTLEY POINT LOT 9 1
ZONE 3
SUMMARY OF INPUTS:
NUMBER OF LATERALS =
4
INPUT FILE NAME :
art9 z3.txt
TOTAL LAT. LENGTH, FEET =
1240
OUTPUT FILE NAME:
art9__zlout
INSIDE DIAMETER, INCHES =
0.57
EMITTER SPACING, F ET -
2
EMITTER FLOW, GPH =
0.61
MIN. SCOUR VEL. =
2
INLET LAT. NUM. = I
1
OUTLET LAT. NUM =
4
PRECISION, HARDY CROSS =
7.50E-04
OVERALL -
0.005
HEAD LOSS ADJ. FACTORS
SUP. MAN. = 1
1
RET. MAN. =
1
LA S. =
1
LATERAL FEEDERS
HEI
1
LATERAL NETWORK
DETAIL
LATNUM
LENGTH
NUMLPS
INFLOW
EMFLOW
OUTFLOW
OUTVEL
1
310
1
3.195186
1.54533
1.649 56
2.07267
2
310
1
3.245264
1.545331
1.699934
2.135582
3
310
1
37 66 338
1.54533
1.751408
2.200247
4
310
11
3.356453
1.54533
1.811123
2.275266
TOP -FED MANIFOLD
TECHNIQUE DETAILS
LATNUM
INFLATDI
INFLATLE
RETFLATD
RETFLATL
LATVOLU
T TFLATVOL
1
0.5
28
0.5
31
4.109335
0.6018
2
0.5
20
0.5
23
4.109335
0.4386
3
0.5
12
0.5
15
4.109335
0.2754
4
0.5
4
0.5
4
4.109335
0.0816
MANIFOLD
NETWORK DETAILS
MANNUM
INDIA
INLEN
INFLOW
INVEL
OUTDIA
OUTLEN
OUTFLOW
OUTVEL
1
1.05
0.33
9.898455
3.664568
1.05
0.33
-1.63969
-0.60704
2
1.05
0.33
6.653191
2.463119
1.05
0.33
-3.32945
-1.23262
3
1.05
0.33
3.356453
1.242613
1.05
0.33
-5.07069
-1.87725
SUMMARY
OF OUTPUTS:
FLUSHING FLOW, SUPPLY SIDE,GPM =
13.09364
EMITTER FLOW, GPM =
6.222
RETURN FLUSHING FLOW, GPM -
6.871642
MANIFOLD VOLUME, GALLS =
8.91E-02
LATERAL VOLUME, GALLS =
16.43734
FEEDER Ll 1.3974
TOTAL NETWORK VOLUME, GALLS =
17.9238
NETWORK FILL TIME, MINS. =
1.368894
LONGEST LATERAL DETENTION TIME WHEN
FLUSHING, MINUTES. -
2.07 2249
FLUSHING CONDITIONS:
SUPPLY MAN. HL., FEET =
3.30E-02
RETURN MAN. HL., FEET =
9.38E-03
LAST LAT. HL., FEET =
78.70133
FIRST LAT. HL., FEET =
79.10407
CLOCKWISE LOOP HL. =
78.7 4431
COUNTER -CLOCKWISE HL =
79.11346
MEAN TOTAL HEAD LOSS =
78.92389
VARIANCE =
4.80E-03
IRRIGATION CONDITIONS:
SUPPLY MAN. HEAD LOSS =
8.15E-03
LONGEST
LATERAL HL. -
11.51569
TOTAL NETWORK HL. -
11.52384
RUN DATA
TOTAL ITERATIONS =
20
INITIAL ITERATIONS
=
2
NUM. OF FLOW INCREMENTS =
I
TOTAL FLOW INCREMENT, GALLS. =
0.503602

BARTLEY POINT LOT 9 1
ZONE 4
SUMMARY OF INPUTS:
NUMBER OF LATERALS =
4
INPUT FILE NAME:
art9_z4.txt
TOTAL LAT. LENGTH, FEET =
1240
OUTPUT FILE NAME :
art9_z4.out
INSIDE DIAMETER, INCHES =
0.57
EMITTER SPACING, FEET =
2
EMITTER FLOW, GPH =
U.61
MIN. SCOUR VEL. =
2
INLET LAT. NUM. = 1
1
OUTLET LAT. NUM =
4
PRECISION, HARDY CROSS =
7.50E-04
OVERALL -
0.005
HEAD LOSS ADJ. FACTORS
SUP. MAN. =
1
RET. MAN. =
1
LATS. =
1
LATERAL FEEDERS
HE
1
LATERAL NETWORK
DETAILS
LATNUM
LENGTH
NUMLPS
INFL W
EMFLOW
OUTFLOW
OUTVEL
1
310
1
3.197051
1.54533
1.651721
2.075014
2
310
1
3.239307
1.54533
1. 93977
2.12 099
3
310
1
3.293531
1.54533
1.748201
2.196218
41
3101
1
3.363752
1.54533
1.818422
2.284435
TOP -FED MANIFOLD
TECHNIQUE DETAILS
LATNUM
INFLATDIA
INFLATLEN
RETFLATD
R TFLATL
LATVOLU
TOTFLATVOL
1
0.5
29
0.5
31
4.109335
0.612
2
0.5
22
0.5
25
4.109335
0.4794
3
0.5
14
0.5
15
4.109335
0.2958
4
0.5
4
0.5
4
4.109335
0.0816
MANIFOLD NETWORK DETAILS
MANNUM
INDIA
INLEN
INFLOW
INVEL
OUTDIA
OUTLEN
OUTFLOW
OUTVEL
1
1.05
0.33
.896588
3.663 77
1.05
0.33
71.64155
-0.60773
2
1.05
0.33
.657282
Z.464633
1.05
0.33
-3.32536
-1.2311
3
1.051
0.33
.363752
1. 45315
1.05
0.33
-5.06339
-1.87455
SUMMARY
OF OUTPUTS:
FLUSHING FLOW, SUPPLY SIDE,GPM =
13.09364
EMITTER FLOW, GPM =
6.222
RETURN FLUSHING FLOW, GPM -
6.871642
MANIFOLD VOLUME, GALLS =
LATERAL VOLUME, GALLS =
16.43734
FEEDER L 1.4688
�17990522
TOTAL NETWORK VOLUME, GALLS =
NETWORK FILL TIME, MINS. =
1.374347
LONGEST LATERAL DETENTION TIME WHEN
FLUSHING, MINUTES. =
2.07786.
FLUSHING CONDITIONS:
SUPPLY MAN. HL., FEET =
3.30E-02
RETURN MAN. HL., FEET =
9.36E-03
LAST LAT. HL., FEET =
79.11972
FIRST LAT. HL., FEET =
79.50039
CLOCKWISE LOOP HL. =
79.15272
COUNTER -CLOCKWISE HL_-_
79.50975
MEAN TOTAL HEAD LOSS =
79.33124
VARIANCE =
4.50E-03
IRRIGATION CONDITIONS:
SUPPLY MAN. HEAD LOSS =
8.15E-03
LONGEST
LATERAL HL. =
11.58 62
TOTAL NETWORK HL. =
11.59776
RUN DATA
TOTAL ITERATIONS =
211
INITIAL ITERATIONS
=1
2
NUM. OF FLOW INCREMENTS =
21
TOTAL FLOW INCREMENT, GALLS. =
0. 03602

PROJECT SPECIFICATIONS
FOLLOW THIS PAGE
LET 9

Design Specifications
Five Bedroom Single Familv Residence
PreTreatment, Disinfection, & Surface Drip AAplication
June 23, 2023 fX1R1t,"'O�
6ss�6tiO�/,�'.
�0
z 2; Q SEAL c ,p
9810
5, I
ze /A
I
Site Preparation and Drainage
1. The contractor shall smooth the disturbed land surfaces after installation of all
components of the wastewater treatment system have been completed, and shall
leave the surface neatly shaped to shed rainwater. All disturbed areas and the
discharge area shall be seeded with grass and covered with straw/mulch.
2. If illustrated on the Drawings, the drip irrigation field shall be protected from
surface flow through the use of surface swales and/or interceptor drains. Surface
swale and interceptor drain shall follow the slope of natural grade (1-2% slope)
and at no point have less than 1 % slope. They are to be located no closer than
25 feet from the irrigation application area. .
3. All utilities including phone, electric and water lines shall be located prior to
installation. If utilities interfere with the system design and components, the
designer shall be contacted.
4. Any additions or removal of soil or other site alterations designated as active and
/or repair drip dispersal areas, shall receive prior approval from the Engineer or
Soil Scientist.
5. After installation of the drip lines, no disturbances such as tilling, plowing or other
potentially destructive activity shall occur in the drip dispersal fields without prior
approval from the Engineer.
6. The project engineer and soil scientist shall inspect and approve or deny all site
modifications after they have been made.
Pipe Installation
Five Bedroom Single Family Residence
PreTreatment, Disinfection, & Surface Drip
Wake Co., NC Page 1 of 7

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

12. Before backfilling around all tanks, and after all piping has been connected with
and sealed against the tanks, all tanks shall be filled to the outlet level with water,
and shall be observed for 24 hours for leakage. If the water level within the tanks
has changed more than 1/2 inch during the 24-hour inspection period, the tank
leakage tests are considered to have failed, and the tank must not be used until
the sources of the leaks have been found, the leaks properly sealed, and the
tanks retested and the leakage tests are passed. The engineer or his
representative shall be allowed to observe the installed tank/system
configuration, prior to backfilling 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 30 minutes for 3.0 minutes at
approximately 126 gallons per dose for a two pod system, or 40-60 gallons per
dose for a single pod system; Under peak water usage, it is the intent that the re-
circulating tank will dose the filter 4 to 6 times for every 1 dose to the disposal
site.
Ultraviolet (UV) Disinfection Unit (if Required)
18. If required by permit requires a TS-2 level of pretreatment or if disposal is by
means of surface drip application, the wastewater will flow by gravity to a single
bulb UV-101 disinfection unit. The UV disinfection unit shall be provided by the
Five Bedroom Single Family Residence
PreTreatment, Disinfection, & Surface Drip
Wake 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 Zone Residential Drip Hydraulic Unit. The
headworks unit contains a flow meter, solenoid valves, disk filter and check
valve. The unit shall be provided by American Manufacturing Company, Inc. or
other approved distributor.
20.The flow meter shall be as manufactured by Master Meter or other, as provided
by the headworks unit provider.
21.The filter flush line, return line and each supply manifold for will have a normally -
closed solenoid valve (DH-SOLVLV1) associated with each of them. The
solenoid valves shall be provided by American Manufacturing Company, Inc. or
other approved distributor.
22. The Disk Filter (DF-100-140) shall be placed in the headworks unit between the
pump and drip field to screen out any debris. The filter shall be provided by
American Manufacturing Company, Inc. or other approved distributor.
23. The control panel shall be as provided by the drip system integrator for specific
application to its product and shall comprise of features required in its specific
NC IWWS Approval. A rain sensor (Mini-Clik, Rain-Clik, etc.) shall be provided
for Surface Drip Irrigation projects, and shall be wired into a "Dose Cut-out" relay
to prevent field dosing applications during inclement weather.
24.The drip dosing pump shall be a high head effluent pump and pump 16 gal/min
against 122 ft (TDH). The pump shall be a multi -stage effluent pump provided by
American Manufacturing Company, Inc. (PUTURB1512122W).
25.A 3/8 inch or larger nylon rope shall be used to lift and lower the pump into place.
The rope shall remain tied to the pump and to the outlet pipe at the threaded
union for easy access. If a Flow Collar/Cool Guide is to be used, it shall not to be
fixed to the bottom of the tank. This would prevent removal for maintenance.
26. Wire grips, duct seal, or other suitable material shall be used to seal around wire
and wire conduit openings inside tanks and control panel.
27.All metal in tanks shall be stainless steel unless otherwise approved by the
Engineer.
28.All control and power wiring for the entire wastewater disposal system shall be in
compliance with all local, state, and federal regulations, codes and ordinances,
and shall be confined on the site generally to the area of the pump, control floats,
automatic valves, control panel, alarm panel, and related wiring systems. The
Five Bedroom Single Family Residence
PreTreatment, Disinfection, & Surface Drip
Wake Co., NC Page 4 of 7

installation contractor shall be responsible for the costs of obtaining all power and
control wiring for this system and shall coordinate his work with the owner.
Manifolds and Drip Irrigation Lines
29. The supply lines and return line shall be Schedule 40 PVC, size as noted of
plans.
30. Supply and return lines shall be sleeved using ductile iron or encased in concrete
at the point of any drainage way crossing extending 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.
39.The Engineer (and the Local Health Department, if applicable) shall be notified
48 hours in advance of intent to install dripper lines to arrange for inspection.
Five Bedroom Single Family Residence
PreTreatment, Disinfection, & Surface Drip
Wake Co., NC Page 5 of 7

40.The drip emitters shall be placed 2 feet apart along the dripline. The emitters
shall be Netafim Pressure Compensating type and 0.61 gal/hr rated.
41. Driplines shall have a minimum 2 feet horizontal spacing from adjacent driplines,
or as indicated otherwise on the Drawings.
42. The Perc-Rite Pressure Compensating Dripline shall be connected to the supply
and return manifolds using Bioline Insert Adapters (BIOINSERT1 2X1 2), Female
Adapter SXT SCH 40, '/2" x'/2" (PVCPRFIP12X12), '/2" PVC Flex Tubing
(PVC12FLEX), and Bioline Repair Coupling'/2" (BIOCOUP).
43. The return manifold shall consist of one air/vacuum release valve, one saddle
(or tee) per lateral connection, one check valve, and one ball valve. The saddles
(or tees) shall be placed 4 to 6 inches apart and are preceded by an air/vacuum
release valve (see design details). A 1-inch brass check valve and a PVC ball
valve shall be placed following the last saddle (or tee) connection and the return
supply line. The air release valve shall be removable for use as a cleanout.
Five Bedroom Single Family Residence
PreTreatment, Disinfection, & Surface Drip
Wake Co., NC Page 6 of 7

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

PRODUCT INFORMATION
MANUFACTURERS
O & M INFORMATION
FOLLOWS THIS PAGE

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E-Z 4,PTREAT
Re -Circulating Synthetic Filter
Indiana Manual
DesignGuide
and
Installation Manual
NSF
Models bearing the NSF mark are certified Class I
to one or more of the following standards:
NSF/ANSI 40
NSF/ANSI 245
NSF/ANS350
E-Z Treat 12/2020

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�TS EVL

TABLE OFCONTENTS
1.0 Treatment Process Overview
1 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
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2.7 Filter Media Mattress Material
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2.8 Decentralized Design Options for Commercial,
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Community, or Large On -site Systems
3.0 Installation Instructions
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
3.4 Piping the E-Z Treat Pod Supply and Return
3.5 Installing the By -Pass Valve
3.6 Installing the Re -circulation Pump
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3.7 Setting Pump Control Floats
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4.0 Start-up
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Appendix 1: Model 600 & Model 750 Configurations
Appendix 2: Model 1200 Configurations
Appendix 3: Typical Commercial Configurations
Pi
Appendix 4: High Strength Waste Case Study
1
1
1
2
2
2
3
7
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13
13
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1.0 Treatment Process Overview
TheE-ZTreatRe-circulating Synthetic Filtersystemoperates asafixedmedia, packed bedfilter
system. In these treatment systems, larger solids contained in the applied effluent are
retained within the media byfiltration, typically in the upper level of the filter media. A bacterial
film forms on the surface of media grains and providesforremoval ofsoluble organic material
and small colloidal matter by absorption by the bacteria in the film. Decomposition of the
absorbed material occurs during rest periods in the filter, when there is no application of
effluent. The organic material becomes an energy sourceforthe bacteria to maintain them-
selves and produce new cells. Overtime, as the filter matures, the film layer forms through-
out the depth of the filter media and by-products of the biological process pass out of the fil-
ter. Re -circulation of the water leaving the filter back through the filter surface provides for
additional treatment by the bacteria in the media bed, as well as a mechanism formoving par-
tially decomposed organic materials, bacterial waste products and other debris from thefil-
ter. This keeps the pore spaces with in the mediafrom clogging. Treatment using recirculating
med iafiltration systems is generally an aerobic process and re -aeration of the media, which
occurs during the resting (non -dosing) periods, is essential for proper treatment.
2.0 Design
Many types of media are
used in packed bed filters.
Washed, graded sand
was the most common.
Other granular media
used include crushed
glass, garnet, anthracite,
plastic, expanded clay,
expanded shale, open -cell
foam, extruded poly-
styrene, and bottom ash
from coal-fired power
plants.
Media characteristics
can limit the number of
doses possible. Media
re -aeration must occur
between doses. As the
Table 1 Indiana Septic Tank Sizes
rollows
la) Every sep a lank ,hall have a minimum eipae bc6, Opt water line M V ificd in Table Ill as
TaWc II I — R4gwrd Aiirrulwul Ca*ti s ror Sc* Tanks
Number of Bcth"is Dwelling
Capacity ofTmk m WW
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1.500
5
UM 0o 300 mullildicd b Ihr manber of br1lro =
Altr i
EZ Treat/Indiana required recirculation tank/chamber
Tank/ chamber-�e§minimum of 1X the design flow
effective size of the media decreases, the
time for drainage and re -aeration of the
media increases. The BOD5 loading should
decrease with decreasing effective size
of the sand.
Call: 703.753.4770 orvisit: eztreat.net
2.1 Re -circulation TankSizing
For single-family home systems, the re-
circulation tank is typically sized to be equal
to 1 times the design peak daily flow.
1212020 E-Z

2.2 Filter Performance
When treating domestic strength sewage
(300 mg/I BOD5 or less) up to the design flows
and loads, a properly maintained E-Z Treat
Re -circulating Synthetic Filter will typically
perform better than the 30-day average
requirements of NSF Standard 40 Class 1
(25 mg/I CBOD5 and 30 mg/I TSS).
Reductions in the CBOD5 and suspended
solids (TSS) influent concentrations will be
attained within afewweeks of commissioning
and should be consistently achieved over the
lifetime of the styrene media.
CBOD5 and suspended solids (TSS)treatment
performance in the styrene media is not
subject to significant variation with ambient
air temperature fluctuations.
2.3 Operating Costs
Power costs for pumping at 3 to 4 kWh/day
are in the range of $9 to $12/month.
The E-Z Treat Re -circulating Synthetic Filter
system incorporates technology resulting
from years of independent research in
re -circulation sand bio-filtration. Our system
applies each area of this technology in a pre-
packaged system. This ensures consistent
field performance in reducing BOD, TSS and
Total Nitrogen. The system addresses media
size and composition, drainage and ventilation,
optimum dosing cycles per hour, depth of
filter media, pre-treatment of effluent,
pre -filtering ofefFluenttoensure particle size,
even distribution of effluent over the media,
and piping design that optimize treatment
within thesystem.
Call: 703.753.4770 orvisit: eztreat.net
Table 2
NSF Testing Performance Summary
BQps
2 mgll
T55
2 mgll
00
3.3 mgll
Turbidity
2 NTU
E. coli
2 MPN1100ml
pH
6-8 — 7.5
Total Nitrogen Reduction
64%
.with 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 Filter Model 600 can be continuously
loaded at 750 GPD and 2lb BOD. Model 1200
can be continuously loaded at 1400 GPD and
4 lb BOD. EPA research and testing has
proven that system designs, such as the E-Z
Treat Re -circulating Synthetic Filter system,
will produce a high quality effluent at loading
rates in excess of 25 gal/ft2/day.
1212020 E-Z

2.5 System Overview
Priortoentering the re -circulating pumptank
the effluent will be treated in an anaerobic
chamber fitted with an effluent filter; this
filter should remove any solids greater
than 1/8" manufacturer recommends
1 /16". The second chamberwill be a
re -circulation chamberfitted with a float ball
by-passvalve and re -circulation pump. The
float ball by-pass valve connects, insidethe
re -circulation tank, to the 4" return line from
E
the pod. The float by-pass valve maintains a
constant liquid volume in the re -circulation
tank. The float by-pass valve allows the
effluentto be constantly re -circulated through
the synthetic filter discharging only the daily
forward flow volume after it has passed
th rough the pod. In designs using an external
splitter box the float by-pass valve would be
eliminatedfrom the re -circulation chamber.
Standard Model 600 Package:
Item Description
1 Model 600 Pod
2 STEP-30 Re -circulation Pump, 1/2 HP
3 Float By -Pass Valve
4 Control Panel
5 Septic Tank Effluent Filter (supplied by others)
F"
Standard Model 750 Package:
1 Model 750 Pod
2 STEP -20 Re -circulation Pump, % HP
3 Float By -Pass Valve
4 Control Panel
5 1 Septic Tank Effluent Filter (supplied by others)
Call: 703.753.4770 orvisit: eztreat.net
12/2020 E-Z 3

STEP-20 Re -circulation Pump
Table 3 Pump Specifications
Shell
Stainless steel
Discharge
10, 20 and 30 GPM models: fiberglass -reinforced thermoplastic; 50 GPM models: stainless steel
Discharge Bearing
Nylatron'
Impellers
Delrin®
Diffusers
Polycarbonate
Suction Caps
Polycarbonate with stainless steel wear ring
Thrust Pads
Proprietary specification
Shaft and Coupling
Stainless steel 300 grade
Intake
Fiberglass -reinforced thermoplastic
Intake Screen
Polypropylene
Jacketed Cord
300 volt "SOOW jacketed 10" leads (2-wire with ground); optional 20", 30", 50" and 100" lengths available
Delrin® is a registered trademark of E.I. Dupont de Nemours & Company
Nylatron® is a registered trademark of Polymer Corporation
S T. E P Plus® is a registered
trademark of Pentair Water
In order to provide the best products possible, specifications are subject to change.
Refer to Appendix A for Pump Curves
Call: 703.753.4770 orvisit: eztreat.net
9 2/2020 E-Z 4

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E-Z Treat Re -circulation Pump Control
Model EZ SR-12
Re -circulation pump power source terminals T1 & T2 —
High Level Alarm (top float) connects to terminals #5 and 6 I
Low Level Alarm (bottom float) connects to terminals #1 and 2
Wide Angle Pump "ON" & "OFF' timer activation (middle float) terminals #3 and 4
Call: 703.753.4770 orvisit: eztreat.net
12/2020 E-Z 5

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Model EZ SR-12
E-Z TREAT
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GND
HIGH LEVEL
*'TOFF/TIMER ENABLE
SEE NOTES 3 & 4
••'REDUNDANT OFF
LOW LEVEL ALARM
3-4" TETHER"
Pol
115vil PH/I/-�hp/'Sr5 mo.
2..WV/WH/2hy/11iA max
Call: 703.753.4770 orvisit: enreat.net
CONTROL/ALARM
I I sv/ 4 P H/60sz
10AMP MIN. PROTECTION
PUMP
I15 or 230V
IPH/GOHZ
2OAmr MIN. PROTECTION
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EXAMPLE: TIMER SHOWN SET FOR 10 min.
RUN TIME EVERY 2hrs.
TO SET THE TIMER, USE A SCREWDRIVER TO
CHANCE TIMER INCREMENTS (hrslnln,sac) UNTIL
THE DESIRED INCREMENT IS OISPLAY+7 IN WINDOW
ABOVE THE 'ON' & 'OFF' ADJUSTMENT SCREWS.
THE DIAL RANGE CAN BE ADJUSTED FROM THE
LOWEST (0-1.2) TO THE HIGHEST (0-30) RANGE
BY ADJUSTING THE LOWER LEFT ADJUSTMENT
SCREW. SELECT AS SMALL A RANGE AS POSSIBLE
THAT WILL ALLOW 'ON' AND 'OFF' TIMES TO BE
CONTAINEO WITHIN IT. USE THE LARGE DIAI,jgreen
gnhior) TD SET THE 'OFF' TIME, AND THE SMALL
DIAL (raa polnler) TO SET THE *N* TINE. THE
GREEN INDICATOR WILL LIGHT DURING THE 'OFF'
PERIOD. THE RED INDICATOR PALL LIGHT DURING
THE 'ON" PERIOD.
TnwNIE ce MV.c-
TERUINALS
WIRE SIZE:
TORQUE:
PI. 1LI. 1L2
4-14mrg
12. ' -lbs
ITI, 1T2
10-180w
22 in-lbs
P2
8-22owg
18-20In-Ibs
TBl 1-4
10-22awg
7-8 in-Ibs
ALL TERMINALS
10-22owg
7-8 in-Ibs
1212020 E-Z 6

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2.6 Spray Manifold System
To maximize the effectiveness of every
cubic inch of the media material, the
Model 600employs a spraymanifold
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 prevent nozzle clogging
while maintaining a consistent misting
spray. The manifold is assembled
with a pressure gauge and valves
allowing for flow rate adjustments.
2.7 Filter Media Mattress Material
PRESSURE
GAUGE
I BALL VALVE
Model1200 _
The E-Z Treat Re -circulating Synthetic Filter
system employs a manufactured synthetic
media which is encapsulated in a mattress
like container. The mattress is fabricated from
a non -biodegradable; chemically resistant,
loose weave polypropylene material with a
weave pattern at 90-degree intersections
creating 0.078 square openings allowing
effluent and air to flow freely while containing
the media material.
This media is very uniform and provides ample
surface area for biological growth. The media
also has enough voids to accommodate good
air and liquid flow. These void spaces also
allow the passage of very small solids that
would clog many filters. The media is very
lightweight making it resistant to compaction
which can lead to poor air and liquid flows, a
problem that plagues many mediafilters.
The media consists of lightweight, non -
biodegradable plastic spheres.
Call: 703.753.4770 orvisit: eztreat.net
3W BALL VALVE
%kAT NOZZLE
Polypropylene Mattress Material
Styrene Media
12/2020 E-Z

2.8 Decentralized Design Options for Commercial, Community, or Large On -site Systems
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1 1 /2" MANIFOLD
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1 1/2" SUPPLY LINE
3,_'_ ; L j
4" RETURN LINE
Call: 703.753.4770 orvisit: eztreat.net 1212020 E-Z 8

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BIG-EZ6L
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1 11T SUPPLY LINE
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4" RETURN LINE
4" RETURN LINE
Call: 703.753.4770 orvisit: eztreat.net
1 11T
MANIFOLD
1 1/2" MANIFOLD
1212020 E-Z
9

(D
Golf Club (Haymarket, VA.) Effluent Dispersal Method: Low Pressure Pipe
This system was installed atthe club Daily Flow: 20,000GPD
in 2009. Treated Effluent Parameters: BOD5:10 mgl
TSS: 10 mgl
TN: 20 mg/I
Residential Cluster (Lake James, NC) Effluent Dispersal Method: InfiltratorChambers
This system services a lake -side complex Daily Flow: 25,000 GPD
consisting ofsinglefamily homes, apartments, Treated Effluent Parameters: BOD5:10m91
communitycenter and swimming pool. TSS: 10 mgl
g p TN: 20 mg/I
Call: 703.753.4770 orvisit: eztreat.net
12/2020 E-Z

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MotorHome Park (SmokeyMountains)
Call: 703.753.4770 orvisit: enreat.net
Effluent Dispersal Method: Infiltrator Chambers
Daily Flow: 30,000 GPD
Treated Effluent Parameters: BOD5:10 mgl
TSS: 10 mgl
TN: >60%
12/2020 E-Z

3.0 Installation Instructions
E-Z Treat Company or its representative will conduct an on -site training with each installer before
they are certified to instal I E-Z Treat systems. The Design & Installation Manual, the Operation
& Maintenance of the E-Z Treat technology will be discussed on site with the person(s)
pursuing certification. If more than 3 people are being trained on the E-Z Treat 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.
Thetraining will include instruction on proper site prep, locating pod, equipment handling,
excavation, pod placement, piping, wiring and startup of the E-ZTreat system. Annual
classroom training will be arequirementforinstallers to maintain their certification. Asa
condition of E-Z Treat certification, contractors must have properstate and local licenses
and appropriate insurance policies.E-ZTreatdistributorswill only sell or authorize
installations by E-Z Treat certified installers.
The E-Z Treatment pod will ship pre -assembled, requiring only field piping of the pod supply line
and discharge line, installing the re -circulation pump, 4" float by-pass valve and the re -circulation
control. When installing the E-Z Treat system the order of components installation is not
critical and each segment can be installed independently.
3.1 Pre -construction Meeting
A pre -construction meeting required for a
contractor's first installation and
recommended for future installations before
any construction commences. This meeting
is an opportunity for the owner, builder,
engineer/designer, local regulatory agencies,
service provider and installer to clarify
property lines, building location, system
location, power sources, drainage areas, final
site grading and answergeneral questions.
Call: 703.753.4770 orvisit: eztreat.net
3.2 Off Loading Treatment System
The E-Z Treat Re -circulation Synthetic Filter
pod is injection molded polyethylene weighing
about 300 pounds. Because of the relative light
weightand toughnessofthe material, special
handling is not required. Two people can easily
unloadthe pod. If machineryis usedtooffload
the pod or transport it to the excavated hole;
nylon straps, chains or cables used to liftthe
pod should be in good condition and ratedfor
atleast 1000 pounds. The re -circulation pump
and control will be shipped in factorysealed
cardboard box, these items are notfragile but
should be handled with reasonablecare not
dropped orthrown.
12/2020 E-Z

3.3 Excavating and Installing the Pod
The first consideration when installing the
E-Z Treat pod is to assure the pod is not
located in a drainage area and the pod is
located above the seasonal highwater
table, this will protect the pod from floating
and prevent surface water infiltration.
y
Excavate a hole approximately
6'W x 9'L x 4'H.
Place 3/4" to 1 " stone orequal to a height of
4" in the bottom of the excavation forming
a level base for the pod to set, this will
prevent settling of the pod and allow for
0
leveling of the pod.
[D
to
-- Backfill the pod with clean fill soil, free of
lQ
rocks and foreign material. Do not compact
the fill, allow the soil to settle naturally.
n
Once the pod is placed in the excavation
adjust the pod to slope 1" toward the 4"
rD
PVC outlet this assure proper drainage.
Pi
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=3
3.4 Piping the E-ZTreat Pod Supply
to
r-r
and Return
PJ
Once the pod is placed and leveled,
connect 4" PVC pipe between the outlet
p
of the pod and the by-pass valve located
in the re -circulation tank.
P)
Attach 1" PVC supply line between the 1"
inleton the pod and the re -circulation pump.
Pi
3.5 Installing the By -Pass Valve
The by-pass valve is located in the re-
circulation tank and one side is connected
to the 4" PVC drain line coming from the
pod and the other side is connected to
the 4" PVC effluent discharge line or into
the effluent pump tank.
Model 600 Pod
Flog
4" Outlet
Weir
Call: 703.753.4770 orvisit: eztreat.net 1212020E-z 13

3.6 Installing the Re -circulation Pump
Connectthe 1 " PVC pipe between the inlet of
the pod and the re -circulation pump.
Always provide a quick disconnect device for
removing the pump, this can be accomplished
with a union, camlock coupler or pitless
-;
adapter.
DO NOT i nstal I a check valve in the pump
I supply line this will prevent the supply line to
the pod spray manifold from draining and
may causefreezing.
LA.
3.7 Setting Pump Control Floats (seepages)
n
The control panel will come with three liquid
level floats:
rp
1. Low Level Alarm Float protectsthe
P)
pumpfrom run dry damage byturning
=3
off the pump and sound an audible
Q
and visual alarm. Set float to activate
if the effluent level drops to 4" above
L^
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the pump intake.
ly
2. Timer Enable Float activates the
,..t
pump runtimeand assuresthe pump
O
only runs when there is sufficient
effluent in the re -circulation tank. Set
7�
floatto activatewhen effluent level in
03
the recirculation tank is filled to 50%.
3. High Level AlarmFloatwillsoundan
audible and visual alarm when the
effluent in the re -circulation tank is
too high. Set float to activate when
the effluent level in the in the re-
circulation tank is level with the top
of the by-pass valve.
Call: 703.753.4770 orvisit: eztreat.net
FloatSettings
High
Level
Float
60%
Liquid Level
e Angle
Float
Low Level
Alarm Float
4" above pump inlet
1212020 E-Z 14

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4.0 Start-up
Septic Tank and Re -circulation Tank
Thesepticandre-circulationtankshallbe
inspected prior to startup to:
1. Verify the lid and riser assemblies are
watertight. Check for any damaged, water
weeping marks, holes orcracks. The sys-
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 manufacturer's specifi-
cations.
3. Inspect the liquid level in the recirculation
tank, the liquid should be sufficient to
activate the Timer Enable Float.
4. Inspect the location of the float controls.
They should be securely attached to the
float bracket, free to float without
obstructions and the location of the 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
1. Verify the main power supply to the re-
circulation panel has properly sized
breakers, the proper voltage and is
installed in protection watertight conduit.
2. Check the voltage and motor amp draw. If
the readings are beyond the limits specified
on the pump have an electrician check
the main service line feeding the system
control panel.
Call: 703.753.4770 orvisit: eztreat.net
Flush the Spray Manifold
1. At initial system start-up, remove the end
capsfrom the spray manifold. Operatethe
re -circulation pump by turning the pump
control to the "HAND -ON" position. Let
the pump run forone minutethen turn the
pump control to the "OFF" 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-
trol selector switch to the "AUTO" position.
2. Using the ball valve located in the manifold
supply line adjust the manifold pressure to
20 to 25 PSI.
3.Observe the system as it re -circulates.
Visually verify all liquids flows freely
through thesystem.
Setting the Re -circulation Pump Control
1. Check the functions of the E-Z Treat
Re -circulating Synthetic Filter control panel.
Control: Main Control "ON/OFF" switch
Function: Turns power ON or OFF
Control: System Setting Switch
"MANUAL ON" and "AUTO ON"
Function: "MANUAL ON" overrides all float
switches and time clock switches. "AUTO ON"
allows for normal operations dictated by the
time clock and float switches.
Control: Timer
"MINUTES ON" and "MINUTES OFF"
Function: Controls run time of re -circulation
pump i.e. GPD re -circulated through media
Control: High and LowWaterAlarm "ALARM ON",
"ALARM AUTO" and "ALARM SILENCE"
Function: "ALARM ON" will manually turn on
the audio/visual alarms. "ALARM AUTO" is the
normal operationalsetting and "ALARM SILENCE"
turns off the alarms.
2. Check re -circulation pump. Place the system
in the manual mode byturningthe re -circu-
lation pump switch to "ON". The re -circula-
tion pump should begin to supply effluent
to the spray nozzles in the treatment pod.
1212020 E-Z

Control Panel/Pumps/Alarms
1. Place the system in the normal operating
mode byturning the re -circulation pump
switch to "AUTO". Verify the timer
ON/OFF set the ON/OFF time to match
Table 5 below.
Verifythe accuracy ofthe system ON/OFF
Timer. To accomplish this use a stop
watch and verify the length of time the
re -circulation pump isOFFthen verifythe
time the re -circulation pump is ON. Those
times should match the ON/OFF Timer
settings in the control panel.
Confirm the operation of the visual and
audible "HIGH" and "LOW" wateralarms.
The control has an alarm switch clearly
marked Alarm "ON", Alarm "AUTO" and
Alarm "SILENCE". PlacetheAlarm Switch
in the "ON" position, you will hear a loud
buzzer and see a red flashing light. Move
the switch to the Alarm" SILENCE"
position the red light and buzzer will go
dormant. Once the alarms have been
triggered return all settings to their
original position of Alarm "AUTO"
4. Verifythe floats are operational by manually
raising and lowering the floats to simulate
thesystems normal operation. Verifyproper
operation of "High Level Float" by lifting
the float while the system timer is in the
"OFF" time mode, there -circulation pump
should turn on overriding the "OFF" timer,
the Visual and Audible alarms should
activate. Return the float to its normal
position the re -circulation pump will turn
off. Resetthe alarms and manually lower
the "Low Water Float" with timer in the
"ON" mode, the re -circulation pump will
turn off and thevisual/audible alarms will
activate. Return the float to the normal
position and the re -circulation pump will
run. Reset the Alarms.
5. Verify all control breakers are in the "ON"
position and all control switches are in
the "AUTO" position before closing and
securing the system.
Timer Settings default settings for 600, 750, 1200 are 2.5 minutes ON , 12 minutes OFF
These settings may need to be adjusted based upon homeowner usage, refer to
manufacturer for adjustment of settings.
Call: 703.753.4770 orvisit: eztreat.net
12/2020 E-Z

P..
ON
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e--h
e--h
O
Re -circulation PumpTimer example
Light will burn Green to indicate Re -circulation Pump is OFF
Light will burn RED to indicate
Re -circulation Pump is ON. — i
Rotate dial to desired minutes ". —
Clock face screw will change -
the clock face from a maximum om
time of 1.5 units to a maximum
of 30 units. Always set the clock face to 30.
Window will display OFF "SEC", "MIN" or "HR".
Rotate OFF screw until "MIN" appears in window.
®s`
ry r
OFF screw displays
seconds, minutes or hours.
Window will display ON
"SEC", "MIN" or "HR".
Rotate ON screw until
t}^ IO "MIN" appears in windo
non H3CR *ems
ON screw displays seconds, minutes or ho
Rotate dial to desired minutes OFF.
Call: 703.753.4770 orvisit: eztreat.net
1212020 E-Z
W.
urs.

0
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X
Appendix 1 Model 600 & Model 750 Typical Configurations
Note: Not a complete library of possible configurations. Contact E-Z Treat for more information
Drawings are available in CAD and PDF
1-Pod / 2-Tank with Simplex Timed Dose Re -Circulation Pump
®�r�fow��ws
2-Pod / 2-Tank with Simplex Timed Dose Re -circulation Pump
Call: 703.753.4770 orvisit: eztreat.net
1� .IwTi'
12/2020 E-Z 18

OptT tion and Maintcoance E-Z Treat Sand/Media Filter
�- 1- 03-7U-a77u
E-Z Set Company requires regular inspection and maintenance of the E-Z Treat Re -
Circulating Sand/Media Filter, as a condition of purchase and ongoing operation
compliance. The mandatory service contract will include a performance based system
inspection. Z'he service provider must be trained and certified by E-Z Set Company.
All inspection and maintenance reports must be forward, along with any additional
documentation, to E-Z Set Company, the local authorized E-Z Treat Dealer and all
required or designated regulatory agencies.
The following is a list of the routine maintenance and cleaning procedures that are
required by E-Z Set Company. Failure to perform the required system maintenance could
reduce the desired performance of the system and will void the warranty on the E-Z Treat
Sand Filter System.
Semi-annual Insliections the first year of operations and annual ins ecdons thereafter.
E-Z Treat Re -Circulating Sand/Media Filter Model # 0600
Capacity of Model #0600 - 700 GPD Residential Strength Effluent
E-Z TreafrIRe-Circulating Sand/Media Filter Model # 1200
Capacity of Model #1200 — 1400 GPI? Residential Strength Effluent
Septic Tank
The septic and re -circulation tank shall be inspected annually to ensure they are operating
properly. Remove the access covers over the tank openings to perform the inspection.
1. Verify the lid and riser assemblies are watertight. Check for any damaged,
water weeping marks, holes or cracks. The system must remain watertight to
perform properly.
2. Remove, clean and replace the outlet effluent filter in accordance with the
instructions provided by the effluent filter manufacturer.
3. Inspect the liquid level in the septic tank, it should be level with the bottom of
the outlet pipe.
4. Inspect the effluent and scum layers in the septic tank. Look for oil or any
other contaminants that are not normal.
5. Verify the tank has received its scheduled pumping and cleaning. Check the
solids layer in each of the tanks. If the solids layer is excessive have the tank
pumped.
Re -Circulation Tank
The re -circulation tank shall be inspected annually to ensure it is operating properly.
Remove the access covers over the tank openings to perform the inspection.
Verify that the lid and riser assemblies are watertight. Check for any damaged, water
weeping marks, holes or cracks, the system must remain watertight to perform properly.

Operation and Maintenance E-Z Treat Sand/Media Filter
Re -Circulation Tank
I. Inspect the liquid level in the re -circulation tank, it should be level with the
bottom of the outlet pipe.
2. At initial Starting -Up of the system remove the end caps from the spray
manifold. Operate the re-circ pump by turning the pump control to the "Hand -
On" position. Let the pump run for I (one) minute the turn the pump control
to the "Off' 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 -set the
pump control selector switch to the "Auto" position.
3. Inspect the float by-pass valve. Manually start the re -circulation pump and
observe the float ball valve, the ball should drop as the liquid in the re-
circulation tank drops the effluent returning from the sand filter pod should
flow back into the re -circulation tank and should not flow out the discharge
pipe.
4. Verify that all the re -circulation pump floats are in good condition, properly
secured to the float bracket and are able to move freely within the re-
circulation tank.
5. Observe the system as it re -circulates. Visually verify all flows thru the
system.
Control Panel/Pum s/Alarms
1. Check the functions of the E-Z Treat Sand Filter control panel.
Control: Main Control "On/Off Switch"
Function: Turns Power ON or OFF
Control: System Setting Switch "Manual ON" and "Auto On"
Function: "Manual ON" overrides all Float Switches and Time Clock
Switches "Auto On" allows for normal operations dictated by the Time Clock
and Float Switches.
Control: Time Clock "Minutes On" and "Minutes Off'
Function: Controls run time of re -circulation pump 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 audits/visual alarms. "Alarm
Auto" is the normal operational setting and "Alarm Silence" turns off the
alarms.

Operation and Maintenance E-Z Treat Sand/Media Filter
1-703-753-4'770
Check re -circulation pump. Place the system in the manual mode by turning the re-
circulation pump switch to -ON". The re -circulation pump should begin to supply
effluent to the spray nozzles in the treatment pod.
2. Check the voltage and motor amp draw and record the readings. If the readings
are beyond the limits of the NEC recommendations, have an electrician check the
main service line feeding the system control panel.
3. Place the system in the normal operating mode by turning the re -circulation pump
switch to "AUTO". Verify the Time Clock ON/OFF settings are the same as set at
system start-up. Record those timer settings in the system log.
4. Verify the accuracy of the system ONIOFF Timer Clock. To accomplish this use a
stop watch and verify the length of time the re -circulation pump is OFF then
verify the time the re -circulation pump is ON, those times should match the
ON/OFF Timer Clock settings in the control panel.
Re -Circulation Pump Time Clock
Window Will Display OFF Sec., Min. or Hr.
Light Will Burn Green to Indicate Re- Rotate OFF Dial Until Min. Appears in Window
Circulation Pump is OFF
Light Will Bum RED to Indicate
Re -Circulation Pump is ON . .
OFF Dial Seconds, Minutes or Hours
Window Will Display ON See., Min. or Hr.
i Rotate ON Dial Until Min. Appears in Window
W" # ON Dial Seconds, Minutes or Hours
� 1
/
Rotate Dial to Desired Minutes ON Rotate Dial to Desired Minutes OFF
Clock Face Dial Will Change the Clock Face
From a Maximum Time of 1.5 Units to a Maximum
of 30 Units. Always Set the Clock Face to 30.

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

Operation and Maintenance E-Z Treat Sand/Media Filter
1-703.753-4770
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 accordance to the
pump manufacturers' specifications including amp draw and flows at
specific pressures.
e. If the pressure is above the prior recording or above the start up
setting, open the ends of the distribution manifold lines, manually start
the re -circulation pump and allow it to run for 5 minutes. This should
flush out the spray distribution lines. If the pressure remains too high,
after cleaning the spray nozzles and flushing the spray distribution
lines, adjust the pressure to the desired PSI using the ball valve on the
main spray distribution supply line.
f. If the pressure/flow is too low check for cracks, breaks or obstructions
in the main distribution supply line.
4. Verify the treatment pod is properly draining by looking down the pod side
wall vents, there should be no standing water, the bottom of the pod should be
visible.
5. Visually inspect the surface of the treatment media for:
a. Holes, tears, loose seams
b. Foreign material
c. Black color on media (media should have light brown tint)
d. Excessive bio mat growth
e. Ponding
F. Clumping of the media.
Note: If any of these conditions exist the media needs to be cleaned or 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: Wan • ol'these conditions exist the media needs to be cleaned or replaced.

Operation and !Maintenance E-Z Treat Sand/Media Filter
- 1-703-753-4770
Cleaning the Filter Media
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 years of use. Cleaning
of the media is a very simple and easy 10 step process.
Step One: Turn off power to any discharge pump.
Step Two: Remove the treatment pod cover and remove the spray distribution
manifold.
Step Three: Connect wash down hose to the main spray distribution supply line.
Step Four: Manually turn on the re -circulation pump.
Step Five: 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: Roll the media mattress and wash the sides and bottom of the media
mattress.
Step Seven: After the media is completely cleaned properly place the media
mattress in the treatment pod.
Step Eight: Re -Install the spray distribution manifold.
Step Nine: Pump out and clean the Re -Circulation Tank removing all the wash
down water. Pump out the Septic Tank.
Step Ten: Turn on power to discharge system and return the treatment system
from Manual mode to Automatic mode.

Operation and Maintenance C-Z Treat Sand/Media Filter
I-703-753-4770
Replacement of NIeiiia Mat Iruss
If the Filter Media is exposed to excessive concentrations of petroleum products, paints,
glues, waxes etc. it will become necessary to replace the media. The replacement process
it is a very fast and simple. Removing the media mattress should be performed by service
agents that are trained and certified by E-Z Set.
Step One: Turn off power to recirculation pump, discharge pump and controls.
Step Two: Pump the Septic tank and re -circulation tank to assure continued
service by residence during the replacement.
Step Three: Remove the spray distribution manifold.
Step Four: Lift the media mattress out of the filter pod.
Step Five: Place the mattress into the fiberglass Transport Container provided by
E-Z Set Company. The Transport container is easily hauled in a pickup truck or
on a light duty trailer.
Step Six: Install new Filter Media and replace distribution manifold.
Step Seven. Reset all system control settings to "AUTO" and turn the main
power switch to the ON position.
Once the mattress is returned to E-Z Set the material will be sent to the nearest re -cycler
to be reprocessed and sold on the open styrene market, disposal of this product is easy
and economical.
7

.;OIAMERICAN
W Manufacturing Company, Inc.
DRIP DISPERSAL SYSTEMS
RESIDENTIAL
PERC-RITE°
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PERC-RITE® is a unique fluid handling system for the dispersal of septic tank effluent wastewater into
soil. The system incorporates filtration, time dosing and low rate drip distribution tubing. In conditions
where aerobic dispersal; such as low pressure distribution of septic effluent, is required or where land
application with the use of conventional soil absorption fields is not acceptable, PERC-RITE® offers a
method for subsurface & surface dispersal of the wastewater
PERC-RITE® accommodates all pretreatment processes including septic tanks, aerobic treatment units,
lagoon, and media filtration. Only primary treatment; the removal of large settled solids, of the sewage
is necessary for the operation of the system. Local soil and site conditions may require additional
treatment for excessive organics, nutrients, F.O.G or other contaminants. American Manufacturing
works with manufacturers of all quality septic tanks, NSF40 and NSF245 equivalent treatment
systems.
Cost -Effective and Economical
• Scalable (As your family and house
grows)
• Reduced engineering time due to pre-
engineered & integrated components
• Smaller drain field area
• Low operation and maintenance costs
Green and Sustainable
• Low energy consumption
• Minimal site disturbance
• Reduces sediment runoff
• Groundwater recharge
• Nutrient reduction TN & P
• Landscape and tree preservation
A high head submersible pump installed inside a CoolguideTm 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.

PERC-RITE® drip dispersal systems provide a user friendly operator interface. Each mechanical
component has a Hand -Off -Auto switch which may be used to manually override and test the system.
PERC-RITE® control panels may also be equipped with optional equipment including blower and
treatment system controls. Remote alarm notification, monitoring and remote control is
provided as an option through; CONNECT-RITETm, our integrated cellular, Wi-Fi or Satellite
communications package.
■
BiolineTm 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.
1.0
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DRIPPER FLOW RATE VS. PRESSURE
7.0 30 40 s0 60 70
PRESSURE (psi)
Drip dispersal fields with discernable slopes must be
designed with the American Manufacturing Top
Feed Manifold system to control drain down which
may overload the lower laterals in a zone after the
pump shuts off.
Patent Nos. 5,200,065 • No. 5,984,574B • 6,261,452B1

CONTROLS
American Manufacturing Company, Inc. can design and build almost any onsite wastewater or
water system control panel. Our staff is comprised of professional engineers, designers, soil
scientists, and technically trained sales people with extensive experience in control systems.
Our objective is to provide reliable, economical, and efficient control devices for fluid
handling. We inventory many standard control panels and are able to manufacture special
panels in a very timely manner due to our modular design and manufacturing methods.
PACKAGES
American Manufacturing Company, Inc. manufactures many specialty On -Site Wastewater sys-
tem packages including Recirculating Sand Filters, pump stations 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 assembly ready for installation.
CATALOG
American Manufacturing Company, Inc. manufactures specialty On -Site Wastewater
products including the Bull RunTM Valve, Dial-A-F1owTM, Cool GuideTM, 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 and we will do our best to get you what you need.
2201.1 Greenhouse Rd, Ellwood VA 2718
t4 wti.,-.ai7Ier-icanonsite.coizi
1-800-345-3132

AMERICAN ONSITE
CONTROLS
AMERICAN MANUFACTURING COMPANY INC.
P,O BOX 97 ELKWOOD, VA 22718-0097
{800) 345-3132 www.americanonsite.com
ALL POWER SUPPLY
BRANCH CIRCUIT PROTECTION
PROVIDED BY OTHERS
MEP PRETREAT `64)
A �
CONTROLS IBs
e.�r. ...nA �.,� a »aen.a• Pt
COiJTROL�ALAA f
1T5V/SP /SOHn
P2
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PRETREAT Pt MP
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1 115 or 230V/I PHEDHZ
I L
,�lAA1D P cnoN
I
24T
3 '
DRIP
DRIP PtlFIP
115 or 2-111 'PR 6vH2
aoAHP uIN. vRQnG+
[ago 0 3L1
119VffPHA/60H2
3L
IAYP M1IR1. PPOTEC11011
{14$} R PUMP
+�0 PIT2�
(255 ylOTTMRETREAT
($24) fTAAK4
1 i5'I/.Shp/11SA mnr
me i z]DY/ 7ho �14A mar< 2Ti
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20
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Va<
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GND
TBs
1i
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I I
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F1 2S T3
o Rib PRETREAT
A F2 4 ZR
q ZONE NYORULIC UNIT Y� COLORS
n E
Nall
SOLENOID VALVES
Ftw pp]-PURALE WH v
�,� STRIPE
2}
12PMASODW F7 - FILTER #1
F2 = FILTER 92
REO YdUTE%RED STRIPE
-AHITT:/9BLE STRIPE
Z1 = ZONE y1
_
STRIPE
HIGH LEVEL Z2 ^ZONE N2
hIGH LEVEL Z3 ZONE ;�3
A� Y]_11WTE/7'fiLg4f
LUTE/BLUE STRIPE
izzl
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= R4
Z4 ZONE
[ai'S1nNAL ZM � ZONE VASTER
PFAM ENA PEAR II ZR - ZONE RETURN
TORQUE SETT}NGS:
WR OR LE:
1
DOSE ENABLE
TERMINALS!
ALL BREAKERS Ow
- 90W n- s
DOSE ENABLE
REDUNDANT OFF
B-32o* 1$- 0 In-lbs
REDUNDANT OFF
T81 1-27 10-22ow 7- l-Ihe
a-4'fn-
3-4' TETtiFR
PRETREAT GRIP
COMBINATION SIMPLEX 2TANK
1NsTALLATIUN GUIDE FOR'COPl' SERIES COMBINATION CONTROL SYSTEM
L PHASE OPTIONS A„7,L,R,X(30,36,UV) (2TANK)
NOTES:
I, PLEASr REV(EW AL PAGES AND INSERTS IN THIS MANUAL
�CDP124-SAB124-AJL.X(30,35,UV) (2TANK
BEFORE ATTEMPTING TO INSTALL ANY CONTROL EOIIIPMEN-r
2, CASHED LINES MAY REPRESENT OPTIONAL EQtIIPM--NT,
X9307-UV -
3. REFER TO BACKPLATE LAYOUT ON PACE L uL VS
RAVTi Tat: APPRVVEO
FOR DETAILED COMPONENT TORQUE S-PECIFTCAIIONS
BE
10/19/16 SPC
4. THE OPTIONAL PEAKJTTMER OVERRIDE FLOAT MUST
AGE
BE A WIDE ANGLE FLOAT SVATCH• FILE P 711: Pnn4YV 4i77-W.dhQ 1
3:/9riu�Ln+lfoll�ArIoCNRIZ000tLEtUQhSM^SI
COPYRIGHT (0 2005 AMERICAN MANUFACTURING COMPANY,INC.

F27123, 8:25 AM
CONSTRUCTION PLANS FOR A WASTEWATER TREATMENT
- 9:
SURFACE DRIP IRRIGATION DISPOSAL SYSTEM
FOR A FIVE BEDROOM RESIDENCE
LOT 9; 6708 BARTLEY POINTWEST; WAKE COUNTY, NC
NC Cm Map Pa,w6 a11h Su—iia Srenda,d'vad Am@ores
BARTLEY POINT SUBDIVISION X ,
SITE
rr � i��IS ■r
F
Ilan
0
hnps:fJnwnamap maps augis—Japps/wahappv'Rwarin&Y hanl2kfa IVe04bc dSi751h53ddradf1436h25
NTS
r•' _-� ==ararlt�=�
THIS PLAN PROPOSES TO SWDPADE
1 1 87.55 ACRE13 INTO 23 SINGLE FAMILY R
HOME PARCELS UMRH ABSIMIATED
y .1 PMVATE ROADSAND STORM DRNNAOEVMTER AND SEWERWILL BE
t � CH EACH INDIVIDUAL HOME LOE HAMLED k N
Wake County, State of North Carv✓<na L7C�T. Esri, 14 EFE, r.
'NOTES:
1) SITE DATA WHICH INCLUDES PROPERTY BOUNDARIES, TOPO, UTILITIES, ROADS, AND OTHER SITE
FEATURES WERE OBTAINED FROM WAKE 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 SOIL/DISPOSAL APPLICATION AREAS HAVE BEEN LOCATED BY
PIEDMONT ENVIRONMENTAL ASSOCIATES, P.A. (OAK RIDGE, NC) (SOIL SCIENTISTS).
3) PROPERTY AND EASEMENT BOUNDARIES SHOWN ON THIS SITE SKETCH ARE APPROXIMATE AND
ARE NOT INTENDED FOR LOCATING PROPERTY OR IDENTIFYING PROPERTY LINES , CORNERS, OR
EASEMENTS. THIS IS NOT A SURVEY.
OWNER:
Princess Holdings, LLC
c/o Steve Jones, Manager
1430 Innovation Ave.
Morrisville, NC 27560
(919) 795-03S6
C
LOT 9
SITE DATA
UMBER:
PROM HM.Ow C Mr
143D INN01N1T101 AW
MCRRIPAU NC 27%9
na4FL4423
PRO -ARM INFO:
NUWI 6 DAEL A A96COA71OL PA
11SY'AE NAYNAW ROAC WE 3110
P_NW NC (Ni}7
�MR>��Jm FAX nL4M7WS
70W Arm
67M AC Im 010774, K 40 7)
ZONIM:
R-M
pRopow IHt
R ME FAMILY NW3
RIDF0501 116 LD13:
23
Ri0P09ED ANiA N LM
2.708.= 5F WA.03 Q
AYFNAOE PM IN
111.135 SF [7.35 ACj
LINEAR FMALE
OF MATE NOAn
11l341F
&
1IRTUSE
f EAR
TOANNP
EwM6A91r1
TOTAL IMPM 006 AREA
IM14 K M M 4,114
w nbw HOMES
MINE COUNTY PIN
1111117.uON7'.65.6�7e'I
0N7.•, LF53
0517.901111111
ON7.42.7714
01117.5121114
NOTE: ALL LOTS SHOWN WITHIN TiIHIS
DEVELOPMENT ARE PRESENTLY OWNED BY
"PRINCESSS HOLDINGS, LLC." ALL HOUSES, WELLS,
AND WASTEWATER DISPOSAL SYSTEM SYSTEMS
SHOWN HEREIN ARE PROPOSED AND NOT YET
CONSTRUCTED.
NOTE: ALL LOTS WITHIN THE DEVELOPMENT ARf
TO BE SERVED BY INDIVIDUAL WELLS & ONSITE
WASTEWATER DISPOSAL SYSTEMS. TALL ROADS
WITHIN THE DEVLEOPMENT ARE PR'VATE ROADS,
_gyy.lyF❑ 8 NiAIIV (A1NF17 RY "CART Y POINT
LAND OWNERS ASSOCIATION, INC."
GENERAL LOCATION MAP OF SUBDIVISION LOTS
SCALE AS NOTED BY BAR SCALE
O
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TRACT BOUNDARY (TYP,)
��'+ PLC
S�' .-
No
Cs �
�J
THERE ARE NO
KNO\/VN WELLS
WHICH EXIST WITHIN
500' OF THE TRACT
BOUNDARY.
M
2
NOTE: ALL HOUSES, WELLS, AND
WASTEWATER DISPOSAL SYSTEM
SYSTEMS SHOWN HEREIN ARE PROPOSED
AND NOT YET CONSTRUCTED.
ALL LOTS SHOWN WITHIN THIS
DEVELOPMENT ARE PRESENTLY OWNED
BY "PRINCESSS HOLDINGS, LLC." (SCOTT
JONES, MANAGER).
NOTE: ALL ROADS, OPEN SPACES, AND
COMMON SPACES SHOWN WITHIN THIS
DEVELOPMENT ARE PRESENTLY OWNED
BY "BARTLEY POINT LAND OWNERS
ASSOCIATION, INC.
(SCOTT JONES, DESIGNATED MANAGER)
NOTE: ALL LOTS WITHIN THE
DEVELOPMENT ARE TO BE SERVED BY
INDIVIDUAL WELLS & ONSITE
WASTEWATER DISPOSAL SYSTEMS. ALL
LOTS ARE PRESENTLY OWNED BY
PRINCESS HOLDINGS, LLC. (SCOTT
JONES, CORPORATE MANAGER)
GENERAL SUBDIVISION PLAN.
$#, /\� TRACT BOUNDARY (TYP.)
o
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a
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W
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SCALE 1 " =250" 10
mmmm��� 0
NORTH 250' 125' 0 250'
00
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po
i `'�O• --___ --' 3500 GAL - �3
f _� ��..XW- - - DOSE T a
o N
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MEDIA FILTER �?
-_ 1500 GAL SEPTIC J J�
■ �' TANK QV
W m
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- ROPOSED 1 4 W o0
1 2
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HELL , �0 o
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1 a`Jm 0
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♦ .r
00
w 0 00
♦ �- TRAND WIRE � Z�
AROUND APPLICATION
— AREA (SEE DETAIL) V o �c
Se I -20 U N
0, 20'
VALA�
' DES
SEAL r =
9810
ti '
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DRIP ZONES
& LATERAL INFORMATION
Run
Number
Run
Length I
Lateral
Length
1
155
Z
O
N
E
1
1240
2
155F
310
3
155
4
1551
310
5
155
6
155
310
7
155
8
1551
310
9
155
Z
O
N
E
2
1240
10
155
310
11
155
12
1551
310
13
155
14
155
310
15
155
16
155 310
17
155
Z
O
N
E
3
—
1240
18
1551
310
19
155
20
1551
310
21
155
22
155
31-0
231
155
241
1551
310
25
155
Z
26
1.551 310
O
N
E
4_
1240
27
155
28
155 310
29
155
30
155
310
31
155.
321
1551
310
Total: 4960
Area Covered: 19630
Avg. Spt'g, ft.: 3.96
60" LONG "T" POSTS
FIBERGLASS OR PAINTED STEEL
SET POSTS @ +/_ 25' SPACING
14 GA. HI -TENSILE STEEL WIRE
rw1111111i"JI F
1p71�(I 24" BURY
DETAIL OF FENCING REQUIRED AROUND
DISPOSAL AREA
(NOT TO -E)
C
3
/ O
\ o enf Z z
M PLICATION REA REQ'D=18.147•.. S.F, a z
(4)% TAP S Y MANIFOLD
TYP. 4 h - LI REA PRO�(IDED = +1-19,630 S.F. U
(' } �— �` T Oy�i APPLICA1Fi,ON RATE = 0.12 W J
U
N D Tt"' - [o W z
wi
_ (4) TAP ETURN MANIFOLD CL O
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Ln
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(4) 1 1/2" PVC SUPPLY-iNE ` U
& (1) I I1"1'VC RETURN W m Z
-�= — LINE (MIN. 340" URYj co z
3500 M_f4Q1z`
DOSE TANK
-2500 GAL
RECIRC TANK / �1
- - - ET TREAT ` } / •
j MEDI A -FALTER f �t Q)
1500 GAL SEPTIC 1
TANK f r 0000
ft� ON
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I' O 00
0 1
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SEAL
9810
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I " UKIr l-IL ILK tSAUKVVAbHlt-ItL.0 1"LUbN Kt I UKN t-KU I UKIr rI T LTISAULIU UIV I 1
SEPTIC TANK RECIRC. TANK FIELD DOSE TANK
NC DHHS APPROVED 2500 GAL. PUMP TANK NC DHHS APPROVED 3500 GAL. PUMP TANK
NC DHHS APPROVED 1500 GAL. SEPTIC TANK PT-2103 OR EQUAL PT-2105 OR EQUAL
ST-390 OR EQUAL PLAN
NTS — ALARM LIGHT
FIN.GRADE: ELEV. "A" (SEE NOTE: FIELD
TANK ELEVATION VERIFY PRIOR — 30"0 E-Z SET RISER WITH COVER.
SCHEDULE) 3/4" BALL VALVE TO ORDERING �„ MIN., I 24"0 E-Z SET RISER WITH COVER.
—CLEAN-OUT 24"0 E-Z SET RISER RISERS MAX
(TYP) WITH COVER (TYPj - FIN.GRADE: ELEV. "A"
314" RECIRC LINE
INV. LINE INN
"c^
NOTE: POWER TO 24 0 E-Z SET RISER -
/ WITH COVER (TYP)
THIS PANEL IS 230 VAC
__---— CONTROL PANEL (LOCATED
WITHIN I0-FEET OF TANKS)
FIN.GRADE L
UV DISVEL EZ SET
UNIT
ELEV. "A" O'R A EZ SE7 Uv 1000-s
OR APPROVED EQUAL
r�`y
OP'L
4" PVC END CAP NOTE: DO NOT
LIC
(REFER TO SITE PLAN FOR
NUMBER OF ZONES)
RAIN SENSOR (IRRIGATION CUT
OFF); MINI-CLIK, RAIN-CUK,
HUNTER INDUSTRIES, OR EQUAL
4"x4"
TREATED POST
DRIP CONTROL PANEL
36" MIN WITH ALARM
CONDUIT FOR PUMP
t FIN.GRADE: ELEV. "A"
4"
4"PV RDSS
Hill, ' LEV."D"
PLI TTER VALVE
—
4" PVC FROM BYPASS
U.V. IW. IN=
TO DISPOSAL
INV. IN=ELEV
'L-
EMERG. STORAGE VOL
VALVE TO UV UNIT
_ +A
H TANKS )
EFFLUENT
FILTER
EMERGENCY STORAGE TH6
COMPARTMENT i FrELD DOSE TANK
PER
BOTTOM
(SIZED
DESIGN
DOSE - G • i s• 4039 GALLONS
CONNECTED TANKS
PLEV. '�"FLOW)
{P 96" (W)4VE
WITH 4" SCH 40 PVC
AND WATER-TIGHTA41�
BOOS
DELEV.•"
T
INE
60<7 GAL. MIN
COMPAR"ENT FLOOR= ELEV."G"
v =PPWEIGHTEAT
FLOOR= ELEV. "K"
_ 112 HP, I ISV, 20 GPM \-5" STONE BASE
SEPTIC TANK DOSSING EZ TREATR RECIRC. & STORAGE WAS
EQUALED
1500 GALLON SEPTIC TANK POD NOT SHOWN2500 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
NTS
FIELD DOSE TANK
3500 GALLON PUMP TANK +/- 47 GALS PER INCH
PT-2105
SHOAF PRECAST CONCRETE, OR EQUAL
TANK ELEVATION SCHEDULE
ELEV."A"
272.00
ELEV. "B"
268.50
ELEV."C"
268.30
ELEV.I'D"
268.20
ELEV. "E"
268.00
ELEV.'IF"
269.00
ELEV. "G"
262.00
ELEV. "H"
263.50
ELEV. "I"
263.83
ELEV. IT'
264.83
ELEV. "K"I
262.00
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SEAL■
9810

MODEL 112 Control
Singla phu , simplex motorcodWcformnhdI
The Mo,e let ml:n. WIIa1 rmaaea • ml•Mp m.M. O' NrnfaranP ne 12A, 306, Ar 210 vAC N^qk e21ua wme In p+llq
Nemhq.:lots p.mp Ia.tau irg�l syahm..np rA Mk I. Tw amol aaNenee atE.em 6 miSgnvllr naaNr .wmedcn to
air xre pS+vT vn a11u eA Ian omr+md'era zmae an adaagnel Alta- gw_ vials lire eWNN11w1 MN sywm
1. Eno sae measures BxBx9indlee 12032 %20.32%1016 an)
Cyolpa of NEMA 11> for Ind. oael,or NEW 4M NIEa^aktsbbilued
1b.mlApNanc wM mmbrabk _anXM feel fare dwr or irdm use). "'I
- Opb,m aek aol may iru ae e,dai- sire end mange component /rye
f
2 Magr,a nik Molar CAnticbr -rhos pump by awiKhmg alecbt®I lines
3. HOA SwIRh for manual pun,, control (maunletl an drmil board) _
4, Green Pump Run lndimbsr Llghl(mounl,d an dmuil board) I .j_ `•
6. F t5w Tenalnal Block(m,md an firma board)
6. Al. -anal control Faaea(mounted on brook hoed) IIIF,^m
T. Alarm and contra[ Po'war lnd(oalnra (mounted on dmuit hoed).
U. Graundwg *--��d-
6. Circuit Breaker (optional) pravitlea pump disconnect and brand drmll 1tr1�aAoa,n 1r.1.Py14r
pmlecAon
STANDARD ALARM PACKAGE
10. Retl aIs-Ba..r Pmureq ]E0''aou41 [red 06- eoae 0®•
Nal.e N o. 1 aeyej "J p 0em meureun ndmbrm II.0 of a beacon. Lora
11 Akmr Ham p,vridea .Ngis wwiap Ar>urA ruddim (CI W 66 decibel
Nate) NEMA 1 style WIioz. an Inhemally mouned buzzer in lieu of ham
12 EMft? AlarrrrTwV/lbrwlPJllOnes snikh aVn rpm AoT ighllp be
na6Wa and hem v w a'cmdad 14, Wnrl pn 0a Alarm Wmad,dallf
rc bevx e0km zenmee, n.a M. oaaeod.
13. HomaSilence Relay (mouned on drm0 hoed).
NOTE vnel ppllane.-am.
■ Ethic n aI,. and1.UL Lls�d to meet anal
nda,mea)
or ­n saletyno
Dual Barely rerfMetbn gar the Unaetl S.- and Canarb
Startled package In.W., Wee 20' SJE SignalMaeter mnlrol
switr has
AF Campkk with ..,by -step inslalbamn inelmcdans
AV Three-year Iim,led womanly
Onus
PO Bob, 1706. Da"I UMS, MN 56502
1-88" ALSJE • 1.218 W-1317
1-218de7i617 Fm
SEE BACKSIDE FOR COMPLETE LISTING OF AVAILABLE OPTIONS.
sle®gerhombu, cam
SEE PRICE BOOK FOR LIST PRICE
11lBaN'„�IFI•BNrbRSS•Bf
tti 1C.
33, 10 E. 15A
MODEL 71�
ALARk.PACKA°E
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m•nA1TrG IIV
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'coil
J • .Geskgr 120VKalpp 6:,uTFING fSY1 qmn :[c{asal9apwo
12(1(10&'k!0V(1NaG6TARTIN0.L`Ee1Cr: t above)
PLOAT SwTI]1APPLLGTION
eHw1=Rota-.rpumpup(sledl]opllor)
z -now..
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wm1lDDralam,paaage
OPTIONS u h
ENCIOSUREUPSIZE-Nym•Wbp'r3 aor n:ollneiabw,. a"0'+r ak apmn,
add • -.-am Aaalm N" waule iW',
m1mA Rea teemr I no
orJawlmox
IF
(.RY2 pe!.el E III wn mriuded)
(] IL ='m r
11C NEaw I ebrm panel prat ¢HeC alaM ea/
T,D alum wlrel fmuu mkrt tW,m eP)
E A+Y.oefe iroLeaC1
tE -no Pma,
Man i.
'l-�."kL!TL�C4I Mein alscanmC ImGIY style, mw.ntetl InmuCh coat. ^^n'iueetl7
a-2q FtA
3A Akrm Aeeher
2F]q'F
k 3B -sal
�; eA Relunoenl cY
1 eye Caihal I alarm urwr Gmku
.A 1C curd ,n Lau ill III,M.el)
a0 r
(sMa mom l Xoels I`—;
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taB 2C IS' �tl ,n lieu W p+m+U
Q; <B Rod redurdwM1 oY ir,aamr a warm
AL 3C cord ,n :mu or RP (par mef)
rgPJR elapi
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1]A SJE S:pnelNaale,a I me:nlirp a!mp. Pper mall
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1]C Sereor FIreP I impmp:IY weglaetl A I?er mN;
asM (kr purrP• w/,.ermel ,•L-.k I..)
O k#yE Beal M.Nt ae..!! cord .r,alyy 12 w.ro)
D Sene- FXeP r ed 1 wegnbd A (per asad
t]E "near F•mm Min, I pp+ ❑mmp A 1 map
0 rP alarm eJnpxs, I- L
F Serra 11.P ek,y I e,l._' -a'. A (per. -I)
�k AA Hiaw Ina
1]3 Serail 1-1 r al. Camp A (per. 1)
# BC Esw IpRJ ow
Q#H A Pump ovelbed mr
weak amperage aher number a !alpretl by tarter 'A'
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aor mew!ad
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SAMPLE
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COOL GUIDE
FLOW COLLAR (COOL GUIDE
The laminar flow collar shall be made of non -corrosive, glueable PVC and have
sufficient holes In the outer gulde tube to assure laminar flow for the rated
capacity. The Inner flow collar shall extend near the bottom to provide sufficient
cooling flaw 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 laminar flow collar shah be a 'Cool Guide" as manufactured
by American Manufacturing Company, Inc. Patent # 6,262,689.
"COOL GUIDE"
1. Measure the distance from the bottom of the tank to 6" down from the top of the riser.
Cut the extension pipe (by others) to the length necessary to reach this height Cut 1/2
of the pipe down 12 to 18" away from the tap 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 end place the Cool Guide flrmly in the
of the tank. Attach the extension to the riser, with the onchors on shown.
5. For new constructfan: Anchor the flat cap to the bottom of the tank In the proper location
to hold Cool Guide and extension. The cap may or may not be glued to the device. Attach
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.
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, valves, and connect electrical as specified.
ADAPTER
Cool Guide
COOLING COLLIERS
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Patent No. 6,262,689
//22
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17'
160
15
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13
120
11,
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80
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60
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10
15 GPM TO
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THIS PUMP
VG CgNDITIONS
@ 12 r T DIH
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Gallons Per Minute
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6" MIN DRIPPER
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PVC PIPES
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PVC (4' typ. y
:RAMDINSERT
DRIPPERLINE
BURIED DRIP LOOP CONNECTION
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Supp
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Jo
FOR SURFACE OR ,
NEAR SURFACE INSTALLATIONS
USE WIRE WICKETS TO
SECURE DRIP TUBING AND FLEX
IN INSTALLED POSITION
AND LOOP FLEX AS SHOWN
n
BELOW FROST LINE
4* WRE
WCKET
DRIPPER
ELEVATED LOOPS
(MIN. 2")
1/2" FLEX
PVC ( 6'+ TYP.
4' WRE WCKET
RAM INSERT ADAPTER-'
PVC FP ADAPTER
DRIPPER LINE
12" MIN
SEPA
-AT10N
I R
NEAR SURFACE DRIP LOOP CONNECTION ON SLOPING SITES
TOP FEED MANIFOLDS
USE ON ALL SITES WITH A DISCERNIBLE SLOPE
TO CONTROL DRAIN DOWN FROM UPPER LATERALS
OWER LATERALS AFTER PUMP SHUTS OFF.
RESIDENTIAL
etum
YP)
AIR RELEASE
Retum VALVE
Manifold # *#
PRESSURE # ## # #
DRIPPER TUBING # # # ##
# # it
## *#
.s# r #. CHECK
R. Harman, P.E.
,onsu tang Engineer
2112 White Oak Road —Raleigh, NC 276o8
Tel. No. gig.81.8.2077cr
eMail: [e-mail]
f 112" PVC
1/2" PVC RIGID
FLEX Ir.
Install insulation
for shallow systems
in freezing climates
See diagram above.
COMMON "
RETURN PIPE
Patent No. 5,984,574B
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9810
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GENRALNOTES FOR SFRSURFACE SPRAYSYSTEM.
°
MAINTENANCE SCHEDULE
ITEM FREQUENCY - ^TASK
SEEDING SPECIFICATIONS
^
APPLIES TO ALL DISTUREIED AREAS OUTSIDE DRIPPER FIELD
p`
°'
4-
SEPTIC TANKS 3 -- 4 MONTHS CHECK SOLIDS ACCUMULATION,
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO ALL NCDWR-.2TRULES, COUNTY
DAMAGE.
KF'1GTRATiON, BAFFLE FILTER.
OE OE I(AGE5, CHECK THE FILTEFc.
BLOCKAGES,
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ENVIRONMENTAL HEALTH CODES, AND STATE BOARD OF HEALTH SEWAGE HANDLING AND DISPOSAL REGULATIONS
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PERTAINING THERETO WITH REGARD TO THE PERMITTING OFTH1S51TE.
3 - 5 YEARS PUAiP SEPTA,E IF REQUIRED
ECIES RATE'LB;'ACRE)
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2. THE INSTALLATION OFTH15 SYSTEM SHALL BE I ACCRODANCE WITH SPECI F [CATO NS AND GUIDANCE PROCEDURES OF
PUMP TANKS 3 - 4 MONTHS CHECK SOLIDS ACCUMULATION,
ALL FESCUE 100
SERECLA LESPEDEZA 30
10
OF THE EQUIPMENT OR PRODUCT.
PUMP OUT SOLIDS IF REC] CD-
ERSOBE LESPEDEZA
EN.S�COLA BAHIAGRP.SS 50
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THE MANUFACTURERS
CH
CHECK ICJ/E]c�FrL-FRATiUN, CHECK
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3. ALL PVC PIPE AND FFTTING5 SHALL BE SCHEDULE 40,TYPE I, RATED FOR PRESSURE APPLICATIONS. ALL GLUED JOINTS
FOR PROPERLY OPERATING FLOATS.
CHECK HIGii WATER ALARM
Ltl
vS
SHALL BE CLEANED AND PRIM€D WITH PURPLE (DYED) PRIMER PRIOR TO GLUING.
EfUNG NOTES
AFTER SEFTEMBER 1 USE UNSCARIFIE;D SERICEA SEED.
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4. ALL CUTTING OF PVC PIPE, AND FLEXIBLE PVC PIPING OR TUBING SHALL BE ACCOMPLISHED 13Y PIPE CUTTERS. NO
EQUIPMENT & CONTROLS 3 - 4 MONTHS CHECK FLOAT CONTROLS & ALARMS,
WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40
wl
10
SAWING OF PVC OR TUBING WILL BE Al
FOLLOW MANUFACTURER'S SERVICE
REQUIREMENTS.
_6/ACRE:.
OVER -SEED 50 LB/.ACRE OF TALL FIESCUE EACH FALL, UNTIL WELL ESTABLISHED.
co
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-LOWED.
5. NO ACTIVITY SHALL TAKE PLACE ON THE EFFLU E NT A PP LICATI 0 N AREA OTHER THAN THE MINIMUM REQUIRED FOR THE
FORCE MAINS & 6 MONTHS CHECK FOR LEAKS & RE -MEASURE
FLOW IF NECESSARY. CHECK FOR
14LIRSE PLANTS
ETWEEN 15 AND AUGUST ADD 10 MILLET OR 15 LB/ACRE(
.
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INSTAU.00NOFTHE 5YSTEM. THEIN5TALLERSHALL USE 0NLYEQUIPMENT 0FTHEAPRUCATI0NAREATHAT WILL
SUPPLY MANIFOLDS
(JR AUGLB/UST ADGERD 4
UNDANraRASS. PRIOR TO fd.4Y 1 OR AFTER AUGUST 15,. ADD 40 LB/ACRE RYE (GRAIN),
ASS.
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PROVIDE THE LEA5TSOIL DISTURBANCE AND WILL MINIMIZE GROUND CONTACT.
EXPOSED PIPE.
ALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVERSEEDING OF
USE
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6. A LEAKAGE TEST SHALL BE PERFORMED ON EACH PRE -CAST CONCRETE TANK. THIS CAN EFI'HER ACCOMPLISHED BY A 2
F
3 MONTHS CONTROL VEGETATIVE GROWTH OR
CjBE LESPEDEZAS OVER THE FALL SEEDED TALI_ FESCUE IS VERY EFFECTIVE.
INHULLED BERNUDAGRASS SEED IN FALL.
d
MINUTE TEST WHERE A VACUUM OF 5INCHES 15 HELD FOR 2 MINUTES, OR, A HYDROSTATIC WATER LEVEL TEST
FIELDS - 4
PROPER INSPECTIONS. CHECK. FOR
EROSION, PONDING OF WATER,
-III, AMENDMENTS
PPLt LIME AND FERTILIZER ACCORD4NO TO TESTS, OR APPLY 4,000 LB/ACRE GROUND
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WHERE6Y A DROP OF ONE HALF INCH 15 NdTEXCEEDEO WITHIN A 24-HOUR PERIOD.
SURFACING OF EFFLUENT.
C;RICULAIRE LIMESTONE AI4D 1,000 1_13/ACRE 10-10-10 FERTILIZER.
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7. IF TREES ARE NECESSARY TO SE REMOVED FROM SITE; .CUT STUMPS FLUSH WITH GROUND, REMOVE CUTTINGS BY HAND.
ULch
W
SHALL 8EIN5TALLE05URRoNDINGTHEEFFLUENTAPPLICATIONAREA.
MEDIA FILTER 6 MONTHS MEASURE FLOW 9Y TIMING DRAW
IN THE PROCESSING TANK.
PpIY a,C]iT0 l6 a.C.RE GRa1N STRAW, [iR EgUIVALENT GOiER OF ANOTHER SUITABLE
ASPHALT, OR NETTING.
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8. ATWO STRANDWIREFENCE
DOWN
IJLCHWI MATERIAL. ANCHOR MULCH BY TACKING WITH ROMNG
STETS SLOPES,
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9. ALL AUDIBLE AND VISUAL ALARMS FOR THE TR EATM ENT AN D DISPOSAL SYSTEM SHALL BE EXTERNAL TO ANY
CHECK FOR PONDING%CLOGGING.
ETTING IS THE PREFERRED 'ANCHORINr, METHOD ON
O
STRUCTURE,
12 MONTHS SAMPLE DISCHARGE WASTEWATER.
DRAW LABORATORY. SAMPLES AND
AINTENANCE
EFERTILIZE IN 7HC SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE- MAY BE MOWED
RESEED, FERTILIZE AND
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10. A RAIN SENSOR (MINI CLIK BY HUNTER INpUSTRIES) OR RAIN CHECK (IiAlNBIRf} IRRIGATION), OR EQUAL SHALL BE
REPORT Tt7 AGENCIES.
NCE OR TWICE F YEAR. BUT MO4NNC� IS 007 NFC.ESSAR-i.
LIL%H DAMAGE AREAS 11di{EDfATELY.
INSTALLED ATTHE FIELD DOSING CONTROL PANEL, AND SHALL BE WIRED 1N WITH THE OPERATIONAL CONTROLS WHICH
0
CAN PREVENT THE ACTNATION aTHE FIELD DOSING PUMP DURING EXTREME WET WEATHER CONDITIONS.
GENERAL NOTES:
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11- ALL CONTROL PANEL ENCLOSURES FOR THE WASTEWATER TREATMENTAND DOSING COMPONENTS SHALL BE NEVA 0.
I, HOUSING AND OTHER STRUCTURES AS MIGHT BE SHOWN ON THESE PLANS ARE BASED UPON
UnitF
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12, ALL SURFACE RUN OFF RUN0FFSHALL BE DIVERTED FROM TANKS, RISERS, ETC. TO PREVENT PONDING OR WET
INFORMATION AVAILABLE. LOCATION OF DWELLING AND STRUCTURES ARE SUBJECT TO CHANGE Drencnll A3(UY Disinfection
o
CONDITIONS NEAR OR AROUND THE TREATIUIENT 5TORAGE,AIVDCONTROLPANELAREAS.
RfRSr�,xn
DURING CONSTRUCTION. PUMPS, HEAD LOSS CALCULATIONS, ETC. MAY NEED TO BE RE-EVALUATEDa
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13. ALL TANK RISER LIDS SHALL BE A MINIMUM OF 6 INCHES ABOVE FINISHED GRADE. ALL RI5ER LIDS, AND CONTROL PANEL
IF ALTERATIONS TO SUCH LOCATIONS ARE REQUIRED. _ = N • - -c u ;
h
ENCLOSURES, SHALL BE LOCKABLE ORSECURED INSOME FASHION TOPREVENT UNAUTHORIZED ENTRY,
2• LAYOUT OF THE APPLICATION AREA IS BASED ON FIELD DELINEATION OF SOILS AREA PERFORMED
BY PIEDMONT ENVIRONMENTAL ASSOCIATES, P.A. ANY CHANGE IN LAYOUT, BY THE SYSTEM��� r_
•
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. �' '� '�`°°° `
•
GFNEP-,kL NOTES_.
3. THERE ARE NO KNOWN EXISTING WELLS. BUILDINGS, OR STRUCTURES WITHIN THE REQUIRED
BUFFERS.
1. TWO SEPARATE PANELS AR REQUIRED. ONE SHALL BE FOR THE PRE-
TREATMENT, AND ONE FOR THE DRIP DISPOSAL SYSTEM.
= =- .
4. THERE ARE NO AREAS WITH THE APPLICATION AREA THAT ARE WITHIN THE 100 YEAR sr.aa>am�
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2. EACH CONTROL PANEL SHALL BE A NE -MA 4X STYLE- ENCLOSURE,
FLOODPLAI N.
BY THE COMPONENT SUPPLIER.
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AND AS FABRICATED
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3. EACH CONTROL PANEL SHALL BE LOCATED AS CLOSE AS POSSIBLE
TO THE COMPONENT IT SERVES, MOUNTED A MINIMUM OF 36 INCHES
5. THE APPLICATION AREA SHALL BE MAINTAINED AS A WOODED OR "NATURAL" AREA SITE. _
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ABOVE GRADE, AND FASTENED SECURELY TO A POST OR BOARD.
4. THE INSTALLERS ELECTRICIAN SHALL MAKE THE TNTERNALPANEL
6. A LEAKAGE TEST SHALL BE PERFORMED ON ALL TANKS WHEREBY AN EXFILTRATION RATE SHALL
AS OBSERVED AND CERTIFIED BY THE
CONNECTIONS FOR TE CONTROL CORDS (INPUT & OUTPUT, AND
NOT EXCEED A ONE-HALF INCH DROP IN A 24-HOUR PERIOD,
4-j
GROUNDING ROD), EACH CONTROL PANEL SHALL CONTAIN A
ENGINEER.
-C CY)
WIRING SCHEMATIC IDENTIFYING THE INTERNAL AND EXTERNAL
-
.
CONNECTIONS.
7. ALL PRESSURE PIPING SHALL BE SCH. 40 PVC AND PRESSURE TESTED TO AN INITIAL PRESSURE OF 55
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5. POWER CONTROL CIRCUITS TO THE PRETREATMENT CONTROL
PANEL AS WELL AS THE DRIP DISPOSAL CONTROL PANEL SHALL
mx:m �^�'�^
PSI, AND A 5 PSI DROP IN A 2 HOUR PERIOD IS NOT EXCEEDED. _
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REQUIRE TWO CIRCUITS: ONE FOR THE PUMP OR BLOWER: AND, ONE
FOR THE ALARM AND CONTROL CIRCUITRY.
- - - -
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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 A5
PROPERLY SIZED CONDUCTOR SECURELY FASTENED TO A GROUND
ROD AT THE BASE OF THE CONTROL PANEL LOCATION.
-tl
S. OPEN CONDUIT ENDS SHALL HAVE REMOVABLE CLAY -TYPE DUCT
a
SEAL EMBEDDED AT 1T ENDS TO PREVENT GASSES AND MOISTURE
-
FROM ENTERING THE CONTROL PANELS. DO NUT USE SLLICONE. OR
_
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EXPANED FOAM PRODUCTS
•
9. THE PUMP POWER CORDS AND FLOAT SWITCH CABLES SHALL BE
-
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SUPPLIED IN A LENGTH SUITABLE SUCH THAT NO SPLICES WILL
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OCCUR WITHIN THE PLUMP TANKS. IF A SPLICE MUST BE MADE. IT
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SHALL OCCUR MADE ABOVE GRADE IN A NEMA 4X JUNCTION BOX.
�
SEAL
WITH ALL CABLE CLEARLY LABELED.
+ 9810
10.ALARMS SHALL BE AUDIBLE AND VISIBLE.
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