WQ0044547_Application_20230703

Initial Review
Reviewer nathaniel.thorn burg
Is this submittal an application? (Excluding additional information.) *
Yes No
Permit Number (IR) * WQ0044547
Applicant/Permittee Princess Holdings, LLC
Applicant/Permittee Address 1430 Innovation Ave.; Morrisville, NC 27560
Is the owner in BIMS? Yes No Is the facility in BIMS?
Owner Type Organization
Facility Name 6713 Moon Lake Ln. SFR
County Wake
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
Does this need review by the hydrogeologist? * Yes No
Regional Office
CO Reviewer
Admin Reviewer
Fee Amount
Complete App Date
07/03/2023
Yes No
$60
Below list any additional email address that need notification about a new project.
Email Address
Comments to be added to email notfication
Comments for Admin
Comments for RO

Comments for Reviewer
Comments for Applicant

Submittal Form
Project Contact Information
Please provide information on the person to be contacted by NDB Staff regarding electronic submittal, confirmation of receipt, and other correspondence.
Name* John 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*
1430 Innovation Ave.; Morrisville, NC 27560
Facility Name*
6713 Moon Lake Ln. SFR
Please provide comments/notes on your current submittal below.
This is a project similar to four others just previously submitted. Please have the same staff member which is assigned assigned to the others review
this one, as well. This Lot will have a Flow Reduction Approval associated with it allowing the 5 Bedroom SFR to be reduced to a Design Daily Flow
of 480 gpd. I have been told that the NPDES group is ready to issue the approval letter but first needs a WQ # for their tracking and file purposes.
Please provide me with the WQ # assigned as soon as convenient.
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 20 Bartley Point SFR
9.7MB
062323.pdf
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 �7
(�AFFi16�' f � Ii�ini/

Submission Date 6/29/2023

JO]H N R. HARMA , P.E.
PROFESSIONAL CONSULTING ENGINEER
2112 White Oak Road..... Raleigh, North Carolina.....27608
[e-mail]
June 23, 2023
COVER LETTER
Re: Submittal Package Information -Application for Non -Discharge Permit for a Five Bedroom
Single Family Residence; Lot 20 Bartley Point Subdivision
6713 Moon Lake Lane (New Hill, NC)., Wake County, NC
To NCDENR-DWR Plan Review Section:
Purpose: The intent of this correspondence is to supply necessary information pursuant to
obtaining a Non -Discharge Permit for the construction and operation of a wastewater treatment
and surface application system for a proposed 5 bedroom single family residence situated at the
above referenced location, and illustrated on the enclosed documents. A Design Daily Flow
Reduction has been received from the NPDES Branch which allows for the 5 Bedroom
Residence to be permitted for 480 Gallons per Day, rather than the standard 600 Gallons
per Day.
Project Narrative: The Owner of the subject property desires to procure an Authorization to
Construct a wastewater treatment and surface application system consisting of the standard
pretreatment and surface drip irrigation components, all as illustrated in the accompanying
documents. The domestic strength wastewater from the house will receive an advanced level of
wastewater treatment through the installation of an EZ Treat 600 GPD (recirculating polystyrene
media) Filter. The EZ Treat component is in common use in North Carolina and nationally, for
providing advanced pre-treatment of wastewater prior to surface and subsurface dispersal. Please
note that the Septic Tank and PreTreatment Media Filter has been sized for 600 GPD, but
the Field Application designed to receive a DDF of 480 GPD.
Attached herewith are supporting documents, as applicable and requested by the DWR review
checklist, to wit:
Section 1: 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: Enaineeriniz 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.
Consulting Engineer
919-818-2077
l .,1
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 021..0100, 15A NCAC 02T .0100, 15A NCAC 02T
.0600, 15A NCAC 18A .1900, Division Policies and good engineering ractices. 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 A licant shal I submit one original
and at least two conics 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 Pro ect
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 SecrctaU of State.
❑ If the Applicant Type in Item I.2. is a partnership, sole proprietorship, trade name, or d/b/a, enclose a copy of the certificate
filed with the Register of Deeds in the county of business.
® The facility name in Item II.2. shall be consistent with the facility name on the plans, specifications, agreements, etc.
® The Professional Engineer's Certification on Page 6 of the Single -Family Residence Wastewater Irrigation Systems (FORM:
SFRWWIS 06-16) application shall be signed, sealed and dated by a North Carolina licensed Professional Engineer.
ElThe 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 .01061b). Per 15A NCAC 02T.0 1 061c), an alternate
person may be designated as the signing official if a delegation letter is provided from a person who meets the criteria in 15A
NCAC 02T .0106(b).
❑ If this project is for a renewal without modification, use the Non -Discharge System Rcnewal FORM: NDSRI application.
D. Existing Permit (All Modification Packages):
❑ Submit the most recently issued existing pen -nit.
❑ 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 .0604ieI, the Applicant shall demonstrate they are the owner of all property containing the wastewater
treatment, storage and irrigation facilities:
® Legal documentation of ownership (i.e., contract, deed or article of incorporation), or
❑ Written notarized intent to purchase agreement signed by both parties with a plat or survey map, or
❑ Written notarized lease agreement that specifically indicates the intended use of the property and has been signed by both
parties, as well as a plat or survey map. Lease agreements shall adhere to the requirements of 15A NCAC 02L .0107.
® Provide all agreements, easements, setback waivers, etc. that have a direct impact on the wastewater treatment, conveyance,
storage and irrigation facilities.
INSTRUCTIONS FOR FORM: SFRWWIS 06-16 & SUPPORTING DOCUMENTATION Page 1 of

Soil Evaluation (All Application Packages that include new irrigation sites):
ZPer 15A NCAC 02T .0604(b1 and current Division Policy, submit adetailed soil evaluation that has been signed, sealed and dated
by a North Carolina Licensed Soil Scientist and includes at a minimum:
® The report shall identify all the sites/fields with project name, location, and include a statement that the sites/fields were
recommended for the proposed land application activity.
❑ Note, if the soil evaluation was performed more than one year prior to the submittal of this application package, a statement
shall be included indicating that the site has not changed since the original investigation.
® Field delineated detailed soils map meeting all of the requirements of the Soil Scientist Evaluation Polk
® Soil profile descriptions meeting all of the requirements of the Soil Scientist Evaluation PoIic .
® 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 iz,le-Famil Residence Wastewater Irri ation System Loadin Rate Calculation Policy.
® 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 NCAC 02T .0604tc)(I, submit standard size and 11 x 17-inch plan sets that have been signed, sealed and dated by a
North Carolina Iicensed Professional Engineer.
® At a minimum, the engineering plans shall include the following items:
❑ Table of contents with each sheet numbered, as well as cross-referenced with the appropriate application items.
❑ A general location map with at least two geographic references, vicinity map, topographic map and site map.
❑ A process and instrumentation diagram showing all flow, recycle/return, electrical paths, etc.
❑ Plan and profile views of all treatment and storage units, including their piping, valves, and equipment (i.e., pumps, etc.),
as well as their dimensions and elevations.
❑ Details of all piping, valves, pumps, precipitation/soil moisture sensors, etc.
❑ A hydraulic profile from the treatment plant headworks to the highest irrigation point.
❑ The irrigation area with an overlay of the suitable irrigation areas depicted in the Soil Evaluation.
❑ Each nozzle/emitter and their wetted area influence, and each irrigation zone labeled as it will be operated.
❑ Locations within the irrigation system of air releases, drains, control valves, highest irrigation nozzle/emitter, etc.
® Plans shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT FOR
CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the plans may be labeled
with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
INSTRUCTIONS FOR FORM: SFRWWIS 06-16 & SUPPORTING DOCUMENTATION Page 2 of 4

H. Specifications (All Application Packages):
® Per 15A NCAC 02T ;0604(c1L1, submit specifications that have been signed, sealed and dated by a North .Carolina licensed
Profess'iortal Engineer.
® At a minimum, the specifications shall include the following items:
❑ Table of contents with each section/page numbered, as well as cross-referenced with the appropriate application items.
❑ Detailed specifications for each treatment/storage/irrigation unit, as well as all piping, valves, equipment (i.e., pumps, etc.),
nozzles/emitters, precipitation/soil moisture sensor, audible/visual high water alarms, liner material, etc.
❑ Site Work (i.e., earthwork, clearing, grubbing, excavation, trenching, backfilling, compacting, fencing, seeding, etc.)
❑ Materials (i.e., concrete, masonry, steel, painting, method of construction, etc.)
❑ Electrical (i.e., control panels, etc.)
❑ Means for ensuring quality and integrity of the finished product, including leakage, pressure and liner testing.
® Specifications shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY,
NOT FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the specifications
may be labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
I. Engineering Calculations (All Application Packages):
® Per 15A NCAC 02T .000 4� c](3), submit engineering calculations that have been signed, sealed and dated by a North Carolina
licensed Profcssional 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 Loading Rate Workbook.
J. Site Map (All Application Packages):
® Per 15A NCAC 02T .0604(d], submit standard size and 11 x 17-inch site maps that have been signed, sealed and dated by a
North Carolina licensed Professional Engineer and/or Professional Land 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 .0107 i and .0108.
❑ Setbacks as required by 15A NCAC 02T .0606.
❑ Site property boundaries within 500 feet of all wastewater treatment, storage and irrigation sites.
❑ All habitable residences or places of public assembly within 500 feet of all treatment, storage and irrigation sites.
K. Operation and Maintenance Plan (All Application Packages):
® Per 15A NCAC 02T .0.6.04[ , submit an operation and maintenance (O&M) plan encompassing all wastewater treatment,
storage and irrigation systems that at a minimum shall address:
❑ How to perform routine inspections.
❑ A maintenance schedule.
❑ A troubleshooting guide.
❑ A layman's explanation of the wastewater treatment, storage and irrigation systems.
❑ A crop maintenance and management plan.
❑ Note a final O&M Plan may be submitted with the partial and/or final Engineering Certification required under 15A NCAC
02T .0116, however, a preliminary O&M Plan shall be submitted with each application package.
L. Operation and Maintenance Agreement (All Application Packages):
® Per 15A NCAC 02T .0604(h), submit a notarized 012eration 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-l' .0604(L_,), provide a written letter from the local County Health Department denying the site for all
subsurface systems.
N. Floodway Regulation Compliance (All Application Packages where any portion of the wastewater treatment, storage and
irrigation system is located within the 100-year floodplain):
❑ Per 15A NCAC 02T .01.05(c)($1, provide written documentation from all local governing entities that the facility is in
compliance with Article 21 fart 6 of Cha. ter 143 of the .General Statutes (i.e., § 143-215.51. through § 143-215.61.).
O. Threatened or Endangered Aquatic Species Documentation (All Application Packages):
El Per 15A NCAC 02T .01051c)(I0), 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 0213.01 10.
P. Other Environmental Permits (All Application Packages that include stream or wetland crossings):
❑ Per 15A NCAC 02T .0105(c)f 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' W'atcr ua] ity Permitting Section — Wetlands 401 Certification
❑ US Armv Corps of Eniineers South Atlantic Division— Nationwide 12 or Section 404 perrnit
❑ Per 15A NCAC 02T .01.05(c)(6), this application shall be considered incomplete or the resulting permit may be issued
conditionally, if a pending issuance of any of the aforementioned permits/certifications directly impact the facility herein.
THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
By Courier/Special Delivery:
512 N. SALISBURY ST.
RALEIGH. NORTH CAROLINA 27604
FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: SFRWWIS 06-16 & SUPPORTING DOCUMENTATION Page 4 of

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources
15A NCAC 02T .0600 — SINGLE-FAMILY RESIDENCE WASTEWATER IRRIGATION SYSTEMS
FORM: SFRWWIS 06-16
I. APPLICANT INFORMATION:
1. Applicant's name as appears on deed, contract or lease agreement: Princcss Holdings .. LLC
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership
3. Signature authority's name: Steve Jones per 1 iA NC'AC 02T .010 ( Title: Manager
4. Applicant's mailing address: I430 Innovation Ave.
City: Morrisville State: NC Zip: 27560-
5. Applicant's contact information:
Telephone number: [phone] Fax number: (_) _- Email Address: _
II. FACILITY INFORMATION:
1. Facility name: Surface Drip Irrigation Disposal System for a Five Bedroom Residence-6713 Moon Lake Lane -Wake Co. NC
2. Facility status: ❑ Existing or ® Proposed
3. Facility's physical address: 6713 Moon Lake Lane
City: New Hill State: NC Zip: 27562- County: Wake
4. Wastewater Treatment Facility Coordinates: Latitude: 35' 35' 51" Longitude: -78' 56' 55"
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: 21 12 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 i
City: Greensboro State: NC Zip: 27409-
Telephone number: [phone] Fax number: (_)
IV. GENERAL REQUIREMENTS — 15A NCAC 02T .0100:
Firm: Self
Email Address:-ackhannan53 rU ail-com
Firm: Piedmont Environmental Assoc. PA
Email Address: chrisCcrmiedmontsoil.com
1. Application type: ® New ❑ Major Modification ❑ Minor Modification
If a modification, provide the existing permit number: WQ00 and most recent issuance date:
2. Application fee: $60
3. Describe the origin of the wastewater and provide a brief project description: Septic and Advanced Pretreatment via
Recirculating Media Filter, & Storage prior to Surface Drip Application
4. Wastewater flow: 480 GPD
FORM: SFRWWIS 06-16 Page 1 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
GPD
Approved Flow Reduction to 480 gpd for 5 Bedroom
gal/ Bedroom
96
5
480 GPD
Total
480 GPD
6. Per 15A NCAC 02T .0105(c)(6), if the project includes any stream or wetland crossings, what is the status of the following
applicable permits/certifications?
Permit/Certification
Date
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:
Estimated Influent
Designed Effluent
Minimum Required
Parameter
Concentration
Concentration
Degree of Treatment
(monthly averse
Prior to Storage
Biochemical Oxygen Demand
350 mg/1
<10 mg/1
<_30 mg/1
(BOD5)
Total Suspended Solids (TSS)
350 mg/1
<10 mg/1
!!00 mg/I
Ammonia Nitrogen (NH3-N)
30 mg/1
<10 mg/1
<_15 mg/1
Fecal Coliforms
_;�
<200 per 100 ml
�00 colonies/100 ml
2. Per 15A NCAC 01T .0605 c , is the effluent placed directly in contact with GA classified groundwater? ❑ Yes or ® No
If yes, have predictive calculations demonstrating such placement will not contravene GA groundwater standards been
provided? ❑ Yes or ❑ No
3. Per 15A NCAC 02T .0605(d), are any of the treatment or storage units excavated into bedrock? ❑ Yes or ® No
If yes, has a 10 millimeter synthetic liner been provided? ❑ Yes (Plan Sheet: & Specification Page: or ❑ No
4. In accordance with 15A NCAC 02T .0605 , are any earthen treatment and storage facilities provided? ❑ Yes or ❑ No
5. In accordance with 15A NCAC 02T .0605((}, 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 v , which systems are affected and what measures being taken to protect them against flooding?
7. In accordance with 15A NCAC 02T .0605(h), has an operation and maintenance plan been submitted? ® Yes or ❑ No
8. In accordance with 15A NCAC 02T .0605 i , how will restricted access to the irrigation system be provided? 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 , 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

V. DESIGN CRITERIA AND SETBACKS — l;A NCAC 02T .0605 & .0606 (CONTINUED):
11. In accordance with 15A NCAC 02T .060U (1 i, what is the specified method of disinfection? Ultraviolet
If chlorine, specify contact detention time provided: minutes and where contact time occurs:
If UV, specify the number of banks: 1, total lamps: 1 and maximum flow capacity: 10 GPM.
12. In accordance with 15A NCAC 02T .0605(m), has a minimum of five days of storage based on average daily flow between the
pump off float and inlet invert pipe been provided? ® Yes or ❑ No
13. In accordance with 15A NCAC- 02T .0605(n), have all tanks containing pumps been provided with audible and visual alarms
that are external to any structure? ® Yes (Plan Sheet: 4 of 7 & Specification Page: ) or ❑ No
14. In accordance with 15A NCAC 021' .0605I ❑ i, has a precipitation or soil moisture sensor been provided?
® Yes (Plan Sheet: 4 of 7 & Specification Page: ) or ❑ No
15. In accordance with 15A NCAC 02T 4605(p), has a minimum of 18 inches of vertical separation between the apparent seasonal
high water table (SHWT) and the ground surface been provided? ® Yes or ❑ No
16. In accordance with 15A NCAC 02T .0605i g 1, has a minimum of 12 inches of vertical separation between any perched seasonal
high water table (SHWT) and the ground surface been provided? ® Yes or ❑ No
17. In accordance with 15A NCAC 02T .060510, 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 (l 5A NCAC 0213.0200)? ❑ Yes or ❑ No
If no, list non -compliant setbacks:
19. Per l 5A 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 IStorag_e
Treatment /
Unit
Any habitable residence or place of assembly under separate ownership or not to be
maintained as part of the prqject 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 I5A NCAC02T .06o6rc), 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: Se ttic Tanis / 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
I 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
(gal)
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)
2.
(gal)
(da s
Shoaf PreCast
1
12' x6' x6. 6'
t!3'50000
4039*
8.4
4 of 7
Calcs
*Partial Use with
Recirc Tank
e. PUMPS:
No. of
Manufacturer /
citv
Plan Sheet
Specification
Location
Pumps
Purpose
Type
Reference
Reference
—Cap
GPM
I TDH
2500 Gal Recirc
1
Dose EZ Treat Pod
StatRite Step20
20
100'
4 of 7
Goulds
3500 Field Dose
1
Field Dosing
PUTB 1512112
16
122
4 & 5 of 7
Tank
W
f. BLOWERS:
Location
No. of
Blowers
Units Served
Manufacturer /
Tyge
Capacity
CFM
Plan Sheet
Reference
Specification
I Reference
g. MIXERS:
FORM: SFRWWIS 06-16 Page 4 of 6

Location
No. of
Mixers
Units Served
Manufacturer /
Tye
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 Lxtent Practical
3. Soil Evaluation recommendations:
Soil Series
Fields within Soil Area
Minimum Observed
Depth to SHWT
ft
Recommended
Loading Rate
in/hr
Recommended
Loading Rate
in/ r
Creedmoor/Green Level
All 4
12
<0.3
22.83
4. Irrigation System Information (Note — this table may be expanded for additional fields):
Area
Dominant
Designed
Designed
Latitude
Longitude
Waterbody
Field
(acres)
Soil Series
Rate
Rate
DMS
( )
DMS
( )
Stream Index
Z
Classification
(in/hr)
(in/yr)
No.
1
0.336
Creedmoor/Green
0.135
19.17
350 35' 5"
-780 56' 55"
18-7(3)
WS-V
Level
O 1 11
O I II
O
O II
O 1. It
O „
O
„
O
Total
0.336,ti
Provide the following latitude and longitude coordinate determination information:
Datum: NAD83 Level of accuracy: Nearest 10 seconds Method of measurement:
Map interpretation by extraction
'- For assistance determining the waterbody stream index number and its associated classification, instructions may be
downloaded at: liqps:/.,'nedonr.s3.affiazonaws.com/s3fs-
pub licWater" 0?0 utility AguiPer''4)20Protectian LAUiA 7,reemcnts/WSCA`!o2008-13. dF.
Spray Irrigation Design Elements
Drip Irrigation Design Elements
Nozzle wetted diameter:
ft
Emitter wetted area:
7.28 ft-
Nozzle wetted area:
ft'
Distance between laterals:
3.64 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:
266 ft
Specification Reference:
Sheet 7 of 7/Calcs
FORM: SFRWWIS 06-16 Page 6 of

Professional Engineer's Certification:
I, John PL Harman PE attest that this application for
(Professional Engineer's name from Application Item III.1.)
tJrFace Drip Irrigatian 0 sng$AJ,,S9stem fora Fire Bedroom Rt=sidenca-15T73_AAoon. Lpilke Lane -Wake Co., LAIC
(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 bas 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 signanrre 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 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification per 15A NCAC 02T .410 b
0141 fnprrrrrr
10
' Q� q� .
71
9810
1, $c_Qft,1Qn.es. Manager for Prineess-Holdinas LLC attest that this application for
(Signature Authority's name & title from Application Item I.3.)
$urfacP_,QdRh7Jgat1on Disposal Svsiem fora Five Bedroom Residen-oy-M3 Moon Lake LaotAffAM C9s,._NC
(Facility name from Application Item ILL)
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 anachrrtcnts 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 15 A NCAC 02T.0105 e .
Note: In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as wel as civil penalties up to $25,000 per violation.
Signature: f Lrr� Date: 4e
FORM: SFRWWIS 06-16 Page 6 of 6
Lev 1,,

PROJECT
VICINITY MAP
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PROPERTY OWNERSHIP INFORMATION
CAPACITY TO ACT FOR PROPERTY OWNER(5
O&M AGREEMENTS
FOLLOW THIS PAGE

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BKO18774PGO0217
WAKE COUNTY. NC 116
TAMMY L. BRUNNER
REGISTER OF DEEDS
PRESENTED & RECORDED ON
10/29r2021 14:17:45
STATE OF NC REAL ESTATE
EXCISE TAX: $2.900.00
BOOK:018774 PAGE:00217 - 00223
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:
Mail/Box to:
This instrume t�was 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 Registy
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°/a 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
S N rth Carolina 27540
GKANIt
Princess Holdings, LLC
a North Carolina limited liability company
1430 Innovation Ave
Morrisville, North Carolina 27560
Holly pangs, o —
Hol designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
The
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, 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:
p Speoial warranty Heed 9492657_2,Doc x
NC Bar Association Form No..6 Q U112010. 2013
Printed by Agreement with ft NC Bar Association
6
pisstaadard Form has 5ezn approved by:
North Carolina Sar Assoc ittion — 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 1917 andBook 12955, Page 646, both Wake County
Registry and in Book 2147, Page 440 and Book 1385, Page 515, bath 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
2019, 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:
1. 2022 Ad valorem taxes, not yet due and payable.
2. 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:
'I C—'
Po
C�yrtthia 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 instrument a purposes
therein expressed. Witness my hand and Notarial stamp or seal, this 28thday of October, 2021.
J
My Commission Expires:
01/25/2026
�CO���
(Affix Seal)
�.{
fe Coin°.••`4
# Special Warranty Deed 9432657_2Slo&'Irrrp700%
NC Bar Association Form No. 6 © 1 /1/2010, 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_

BK018774PGO0219
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
Grantor-
Sidney S. Smit
imberly A. mith
State of North Carolina - 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 ii} ay of October, 2021.
My Commission Expires.- J0'1'4`'L°T-3
(Affix Seal) BENJAMIN H. HERVEY
NOTARY PUBLIC
WAKE COUNTY. NORTH CAROLINA
My Commission Expires 1D-14-2023
fe 5pectal Warranty Heed 9492657_7.Docx
INC Bar Association Form No. 6 Q 111/2010, 2013
Printed by Agreement with the NC Bar Association
6
4
]ign ure ofN wry Public
Notary's'' ra�dor
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
WAKE
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. 1/
My Commission Expires:
01/25/2026
��ttrtitttrr�r
(Affix Seal)
O O.t
zr ..10 No
as
a
°rer r,.�,Nr�nr,rrtr¢
Notary's Printed or Typed Name
# Specral Warranty Deed 9492657_2.Docx This standard form has been approved by
NC Bar Association Form No. 6 O 1/1/2010, 2013
PNorth 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 - Countyof
O%kp-
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 7105 day of October, 2021.
ZSignae
My Commission Expires: 10-1M-%7-3 No ry Public
BENJAMIN H. HERVEY
(Affix Seal) NOTARY PUBLIC
WAKE COUNTY, NORTH CAROLIN.A
My Commissfon Expires 10-14-2023
# Special Warranty Deed 9482657_2.Docx
NC Bar Association Form No. 6 © I/1/2010, 2013
Printed by Agreement with the NC Bar Association
6
tr+►t�
Notary's Printed 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, 213, 4,5 and 6 as shown upon that map entitled, "Exempt division Survey For Billy Flay Powell Sidney S Smith
Ronald J. Cun in John M. Hiester Edward J. Lurnmey,111" prepared by Benton W. Dewar and Associates Professional land Surveyor, dated
October 25, 2018 and recorded in Book of Maps 2018, Page 2400, Wake County Registry and also in Book of Maps 2018, Page 325.
Chatham County Registry.
k Special Warranty Deed 9482657-2.Docr
NC Bar Association Form No. 6 © 1/I/2010, 2013 This standard form has been approved Printed by Agreement with the NC Bar Association North Carolina Bar Association — NC Bar Form No.
6

5/24/23, 7:17 PM
North Carolina Secretary of State Search Results
File an Annual Report/Amend an Annual Report - Upload a PDF Filing 3 Order a Document Online o Add Entity to idly Email Notification List
Views Filings , Print a Pre -Populated Annual Report form - Print an Amended a Annual Report form
Limited Liability Cornpany
Legal Name
Princess Holdings, LLC
Information
Sosid: 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 flailing
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
Secretar� y of State
i l J
Elaine F: kfarshall Home k Want To Divisions
\ _
https1/www sosnc gov/online_services/search/Business_Registration_Results 10

&24123, 7:13 PIUI
North Carolina Secretary of State Saarch Results
3 Upload a PDF Filing , Order a Document Online 3 Add Entity to My Email Notification List , View Filings
NO-n-profit Corporation
Legal Name
Bartley Point Land Owners Association, Inc.
information
Sosid; 2590900
Status: Current -Active O
Date Formed: 3/8/2023
Citizenship: Domestic
Annuat Report Due Date:
Registered Agent: York, C Allen
Addresses
Maii.ing Principal Office
1430 Innovation Avenue 1430 Innovation Avenue
Morrisville, NC 27560-6414 Morrisville, NC 27560-6414
Reg Flailing
c/o Smith Anderson Law Firm Post Office Box 2611
Raleigh, NC 27602-2611
Officers
r ` Seeretar � of State
Reg Office
150 Fayetteville Street, Suite 2300
Raleigh, NC 27601
Ho ryle
I 'larFt To - Dlvtsl•�s
https://wvnv sosnc.gov/online_senticestsearch/Business_Registration_Results
a

INCUMBENCY CERTIFICATE
PRINCESS HOLDINGS, LLC
The u�sderst ned, as ltanaZ? ar' PRI 'CESS HOLDINGS, LLC. a Nar!-h Ca.,alina luni+—ad
liability company {th-- "Company"), hten'by cerriftes as of this the 33th day of 14a '0?3. that 1
Scott Janes, Manager of the Company, has been duly appointed to execute documents on behalf
of the Company.
NL W-ITNESS WHEREOF, the undersigned has executed this Incumbency Certificate as
of the day first above written.
J. Scott Jones, Manager
RA-3027450 v L

BARTLEY POINT LA--*S-i] OWNERS ASSOCIATION, INC.
CONSENT OF INITIAL BO X-RD OF DIRECTORS
i/Iay 1, 2023
We, the undersigned,.1seing the utitial dlrecrors of Bartley Paint land Owners 4,sociatibn, Inc. a North
Carolina nonprofit corpomdDn (the "Corporation"), do herby waive notice of the argan.izatiOtul meet non Of
the Board of Dix--ctors aftha Corporation and do hereby adopt the followiog resolutions by signixr!> wrtttrn
consent hereto, pursuant to the provisions of Section 55A-3-21 of th' Nort-h Carolina NanprDfit CarparxtiDn
Act.
Election of Officers
RESOLVED, that the following persons be, and they hereby are, elected as Dfficers of the
Corporation, to serve as such until their SuccessDrs shall have been duly elected and qualified:
Name Title
James Scott Jones President
Nguyet (Mimi) Bach Vice President
Banking Resolutions
RESOLVED, that the Beard of DiMbDr of the Corporation hereby authorises and dire is that the
peronn, fromtime to time holding the pDaitrton Df President or Vic-- President of the Corporation is hereby
authorised to opera any nec--ssary corporate; bank ac;.Dunts from time to time; and
RESOLVED FURT13ER, that in order to effectuate the Foregoing resolution there shall be deemed
to be adopted "in haec verba" resolutions required by any bank or banl�s In which corporate bank accounts
will he 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 313t 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 50l(c)(3) of the Internal Revetaue Cad;.
and tD which contributions will be deductible for Federal income, estate, and gift tag P Poses, such officers
being further authorized and directed to --X--cute and delivox all other document; and do all other things
deemed by such officers nece3sarY or de3m'Sle 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 offiicors of the Corporation be, and they hereby are, authonzed
and directed to ax-cute and ff le &I1 necessary apPIicationa and do at other things deemed by 3Wh offiixrs
necessary or desirablo to sacurr for the Corporation appropriate oxetnptions from stato and 1oc3? income,
sales, reai property, and other taxation.
niseellaneous Items
RESOLVED, that the € lresidenk Treasurer, or any other proper of r-er be authorized to pay, or cause
to be paid, ail fees and expenses, including attorneys' fees, incident and necessary to thh? or7anizatipn of the
Corporation and the preparation of the -- resolutions;
FURTHER RESOLVED, that tho President or any other proper otTcrr be authorized and dirocFryd
to negotiate tor, cntar into. oxecuto, and deli ` such contracts. agrocmen ,and other watt; n in3trum is
which are necessary and appropriate to carry on '_he 'ausiness 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 N3i document be filed with the Minutes of the Corporation. and that the,
actions set forth in the foregoing ro3aiutims 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 a & M
AGREEMENT
FOLLOWS THIS PAGE

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
DWR 15A NCAC 02T .0600 — SINGLE-FAMILY RESIDENCE WASTEWATER IRRIGATION SYSTEMS
OPERATION AND MAINTENANCE AGREEMENT
Division of Water Resources FORM: SFRWWIS O&M 08-13
Permit No. Not Yet Assigned
Property owner(s) as appearing on the recorded deed:
County: Wake
Princess Holdings, LLC
Mailing address: 1430 Innovation Ave.; Morrisville, NC 27560
Facility address: 6713 Moon Lake Lane; 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.
f. The irrigation system shall be inspected monthly to ensure that the system is free of leaks, that all irrigation
equipment is operating as designed, that vegetative growth does not interfere with the system inspection or
operation, that the soil is assimilating the disposed treated wastewater with no visible runoff or ponding, and
that no objectionable odors are being generated.
2. Failure to pay the annual fee shall be cause for the Division to revoke the permit pursuant to 15A NCAC 02T
.0105(e)(3).
3. The 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 sign this Operation & Maintenance AlZreement
I / We understand the above re a. em is a agree to these terms as part of the issued permit.
Owner Signature:" Date: n
Wring Hol-dings. LLC -
Owner Signature:
Date:
FORM: SFRWWIS O&M 08-13
L-&>7
Page 1 of 1

COUNTY DENIAL LETTERS
FOR SEPTIC SYSTEMS
FOLLOW THIS PAGE
�,,rr 2s

WAKE Environmental
COUNTY Services
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 # 0617520859
Bartley Point Lot 23,WRP-102930-2023
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
® Soil Wetness Condition, .1942 Soil wetness was observed at less than 8 inches.
® Soil Depth, .1943 Saprolite parent material was encountered at 12 and 16 inches.
❑ 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 #
0617520859) 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 at [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

PROJECT
VICINITY MAP
FOLLOW THIS PAGE

SETBACK WAIVER DOCUMENTS
FOLLOW THIS PAGE
ITT '20

BOOK:019366 PAGE:60850 - e9656
NORTH CAROLINA
Please retain yellow trailer page
It is part of the recorded document and must be submitted with the original for re-
recording.
Tammy L. Brunner
Register of Deeds
Wake County Justice Center
300 South Salisbury Street, Suite 1700
Raleigh, NC 27601
❑ New Time Stamp
❑ Additional Document Fee
P
This Customer Group
0
J
# of Excessive Entities
9�
# of Time Stamps Needed
❑ $25 Non -Standard Fee
❑ Additional Reference Fee
This Document
# of Pages

WAKE COUNTY, NC 43
TANKY L . BpUMMER
REGISTER OF DEEDS
PRESENTED a RECORDED ON
06122?2023 11:56;06
BOOK:019366 .PAGE:80050 - eee56
State of North Carolina
Department of Environmental Quality
Division of Water Resources
NON -DISCHARGE WASTEWATER SYSTEM WAIVER
AGREEMENT TO WAIVE SETBACKS AS REQUIRED BY
15A NCAC 02T .0506(a), .0506(b), .0606(a), .0706(a) AND .1006(a)
I, Scott Jones (printed name), certify that I am a deeded owner or an
authorized agent of the property located at: Lot 20
Address: 6713 Moon Lake Lane
city: New Hill
Parcel No.: Barney Point Subd
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:
Wastewater Irriaatiou/IuSltration Setback to Property Lines
The required setback of SQ feet is reduced to 1.0 feet, thereby allowing wastewater effluent
irrigation or infiltration no closer than 10 feet from my property line.
❑ Wastewater Irrieation/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 Stora a Unit Setback to Property Lines
The required setback of feet is reduced to feet, thereby allowing the construction of
wastewater treatment and storage units no closer than feet from my property line.
9 ❑ Wastewater Treatment and Storage Unit Setback to Places of Assembly
The required setback of feet is reduced to feet, thereby allowing the construction of
wastewater treatment and storage units no closer than feet from my residence or place of
CL assembly.
Signature: Date: '
FORM: NDWSW 02-19 Page 1 of 2

Applicant/Permittee: Princess Hold! gs,LLC
Address: 6713 Moon L ke ane
City: New Hill
Permit No.: Not Yet Assigned
Lot 20
Parcel No.: Bartley Point -Sy bd
State: NC Zip Code: 27562 County: Wake
NORTH CAROLINA, Vale COUNTY
I, (2 ndo1yC8 C. 5i7Qn1q,? , a Notary Public for UJQ/Q _County, North Carolina,
do hereby certify that .ja m es �SCO-ff Jot' e5 personally appeared before me this day
and acknowledged the due execution of the foregoing instrument.
Witness my hand and official seal, this the SF day of JUtIL , -?q2j.
SEAL C041"C.f Vr , C4_1
C
ndeece C Shannon Signature of Notary Public
Notary Public My commission expires OLVem WY 13� 20? (p
Wake COUnty, N.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 A"r�mtL47
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, SCatf Jones (printed name), certify that I am a deeded owner or an
authorized agent of the property located at:
All E!d ate Roads & Commvin Open Space
Address: P".pAdy Lines of B dky 2oint Land Owners liti &DrD Iacparcel No.: Badjo-yl Point Subd
city: New Hill State: WC 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:
Wastewater lrri atiou/Infiitration 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 ationfinfiltration 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 P'roDerty Lines
Q The required setback of feet is reduced to feet, thereby allowing the construction of
N wastewater treatment and storage units no closer than 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
wastewater treatment and storage units no closer than feet from my residence or place of
assembly.
ILSignature: Date: %1
FORM: NDWSW 02-19 Page 1 of 2

Applicant/Permittee: PrIn-CeSS Hnldin_ S. LC
Address: 67-1 Moon _Lake Larne
Permit No.: blotye S5i nevi
Lot 2
Parcel No.: Bartley Point $ubf9
City: New Hill -.State: NC Zip Code: 27562 County: Wake
NORTH CAROLINA, I j ,P COUNTY
1, eCe C- 5h_arn r)&i_, a Notary Public for Ukt) .[ County, North Carolina,
do hereby certify that _ .SLo+4 0 n S personally appeared before me this day
and acknowledged the due execution of the foregoing instrument.
Witness my hand and official seal, this the I *t day of J OA C , 29-7-
SEAL 0_aM &UU C n '�'L_
Candeace C Sham -lot, Signature of Notary Public
''�+otary Public
Ufa"s County, N. My commission expires ❑QCPm &Pv Z490
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 �,r_ r��
Department of Environmental Quality A� T
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, s_-ott Jones (printed name), certify that I am a deeded owner or an
authorized agent of the property located at:
Address: 6717 Badtey Point Wes#
Lot 19
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:
EX Wastewater Irri ation/Infiltration Setback to Property Lines
The required setback of 50 feet is reduced to 14 feet, thereby allowing wastewater effluent
irrigation or infiltration no closer than 10 feet from my property line.
❑ Wastewater Irrigation/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 Propert
y Lines
The required setback of feet is reduced to feet, thereby allowing the construction of
wastewater treatment and storage units no closer than 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
wastewater treatment and storage units no closer than feet from my residence or place of
w/ assembly. f
Signature: V--r� Date:
LL - —
FORM: NDWSW 02-19 Page 1 of 2

ApplicantlPermittee: Priniress Holding , LLC
Address: 6713 Moon Laka Lan@
city: New Hill
PerrnitNo.: Not Yet Assigned
Lot 20
Parcel No.: Sartle►r Point SUbd
State: NC Zip Code: 27562 county: Wake
NORTH CAROLINA, W ab COUNTY
I, Cal p CJjA Cj i .. S h (1fltj&j, a Notary Public for _ GUaU County, North Carolina,
do hereby certify that j (0 W ifS_&0 4 J ❑ nec, personally appeared before me this day
and acknowledged the due execution of the foregoing instrument.
Witness my hand and official seal, this the I SE
day of JV 11 C
SEAL r_rjM 'U U [ Cy r
Candeece C Shafinon Signature of Notary Public
Notary Public MY commission expires i���' 13�; 2AZ4p
IAsako County, N.C. �C2_i�
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

NATURAL HERITAGE PROGRAM
RESOURCE REPORT
FOLLOWS THIS PAGE
Lis to

Juna14 2023
'Managed Area ;MAREA)
Q Buffered Project 3oundary
Project 3oundary
NCNHDE-22291: DR-301
Page 4 :)t 4

do
.29 0 INC DEPARTMENT OF
NOMME NATURAL AND CULTURAL RESOURCES
■ man
June 14, 2023
Joh^ Hai -mar, 'aE
Conswting Engineer
2112 White Oak Rd
Raleigh, NC 27608
RE. CIR-301
Dear John Harman, PE:
Deputy Gire,:cor Natuiai Heritage P+a,ram
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:
U Fri- fF:"
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.
Aso please note that the NC Natural Heritage Program may foi'ow the letter with additional
correspondence if a Dedicated Nature Preserve, Ragstared Heritage Area. Land and Water Fund
easement, or an occurrence of a Federally -listed spec es ,s 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 r n r bit gar � rl--d-r�� -or 919-707-8603.
Sincerely,
INC Natural Heritage Program
_� tea•• .•�' ... ,� ,���_ a.•..� ._._t'rA,a_��i:..�=i<;
�. -

Natu-al ar age-iamant �ccu„2, c2s Na^ ra Areas. ano Ma^aaao A aas Intarsec „a ha �rJI Z- Area
IR-3D1
Junal4 2D23
NCNHD=-222a1
t arrant Occur-ances Documented Within
Taxnnnrnir• Ea 10 SGIFntn#,� Iv1arY'e Corrsm.6r Nagle Last' cfernent ."�Ft�ci� 'd��£r_k=.'; - Global. 5i$w-
rr up ibservsf3arn Occurrence Status Ragrk;- Rath. ;
Dete Rank
Freshwater = '2391 = �nduius cf. diaphanus _a - 3lgnilr_a1P71v 31Q 51
Rare
No Natural Ar aas are Docum=n[ad within she Drolac­ Area
Managed Areas Documented Within Project Area
Hauls Came Land NC VAIdlife Resources Cornrnlsstan Slate
N0'2 IF she proposed oro�ec_ nterects with a conservation/managed area, pease contact the anclowner axect y -Or addrt onal nformation If the orolect intersects w-h a Jea•cateC ,acure °reserve
JNDL ReOlsier?o V3:..fa: Her -age Area (RHA). of-edefa"y-hs'ed species VCNHP staff may orov'be aoo'r- ona-orresponoence regarding the protect
Der n t cns 3nD an a<o an3t.on o" s'3ts o?signet ens and canes Can be fauna 3t - R - .-: Data a'�ery generateo on rune ld. 2023 source VCNHo Sc r ng 'Aor ) 2023 o?ase
-s..bm yD'..r n'0" 3: on rao-as - mJre rhea Dine year a,apses before ofo;ec- n t at on as new nfor'a' on s :on' n: a 3ooed '-] the VCNHD database
P aga 2 Dr 4

N3 _ra: H=r age -cement Occur ences N3' '3' 4reas, 3rd manageo Areas W 3 O e-mi'e Radius of the Drolec_ Area
CIR-331
ju-)e 14. 2023
\i N'1D=-2223''
Element Occurrences_ Documented Within a One -mile Radius of the
_ -* 2 ==
Gjoda€ Nate
xpisocrj a E0.1
4;
Last
E]erment
�`
-rjk Rank
"fio
>yfL7k#1�•'' -
c. -
C7QT�iC✓Jl:.v-1'SEL!'
D agonf:y or 32043
Coryonaesc^nin a IRaga 7311ner
2004-Pre
H' s
ow
- 3igniliCantly
Rare
G 5 52'
Damselfly
-ish42391
Pundulus cf diaohanus Lake Phelps Killifish
201D-03-25
Low
_ 3-i`�edium
— Significantly
G10 Si
reshwate-
Rare
No Natural Areas are Documented Within a One -mile Radius of the Project Area
Mal i•3ged Areas Documented Within a One -mile Radius of the Project Area
Harris Game Land NC Wildlife Resour es Commission State
3n aXo an a-- ]n D' s'-a--s Des 3.13'- Dns 3.D DJDas =an 'De''DU nD a'. r _ ._ •-i.- �a_—a' D373 a-al5t y3:1?•3•a^. Dn —ne 14 2023 sD•,'=a N: NH] iJ."la AD. 1 2.D23 J'Rasa
"D.—a" D., -aJ -3s- " --,. a _n3n Dna Yea,, alaoses berxa D�D;ac' n Dn 35'ell' n-D-"1' -3' v' 3DDa� _J -ha
Page 3 Df 4

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

6/20/23
Bartley Point, LLC
c/o: Mr. Pat O'Neal
1430 Innovation Ave.
Morrisville, NC 27560
PIEDMONT
ENVIRONMENTAL
A S S O C I A T E S, P. A
Project Number: 3618
Soils Report for Proposed Residential Surface Drip Wastewater Irrigation System
Project Name: Bartley Point, Lot 20
Location: Off of Bartley Holleman Rd., Wake County, NC (PIN: 0617427714)
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.
It should be noted that this is a 5 bedroom residence for which an engineered flow
reduction has been applied (20% reduction in the daily flow). The effective flow of
this residence is therefore considered to be 480 gallons per day.
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.
216 S. Swing Rd., Suite 1 • Greensboro, NC 27409 • 336-662-5487

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).
Table 1. - Bartley Point Lot 20 - Soil Boring Logs
Boring #: Depth to Exp. Clay Depth to SHWT "
1 16 18
2 20 20
3 16 16
4 15 15
5 18 81
6 19 19
7 12 12
8 12 15
9 11 13
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 Conductivity 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 0.052 in/hr. Geometric mean Ksat
calculations and field data are shown in Attachment 3.
Single 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 9.5%, which results in an actual Annual
Hydraulic Loading Rate of 22.83 inchesfyear. 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 Fertilitv Analysis
Soils within the proposed spray area were also analyzed for current fertility conditions.
Because of similar landscape type and management conditions, one composite sample
was used to infer soil fertility status within the proposed dispersal area. The standard soil
fertility analysis was completed by Waypoint Analytical Laboratories, Inc. Soil sample
results are included in "Soil Analysis Report" provided by Waypoint Analytical
(Attachment 5). Base saturation and exchangeable sodium percentage were determined
to be 62% and 2.66% 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, 80t' Percentile Precipitation Worksheet and
Irrigation Area Calculation Worksheet)
Attachment 5 - Standard Fertility Analysis

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SFR Loading Rate Worksheet (15A NCAC 02T .0600 ONLY)
Project Name: Bartley Point, Lot 20
Facility Address: Off Bartley Holleman Rd., Wake County, NC
County: Wake
Prepared by: G. Christopher Murray, L.S.S.
Project Design Flow = 480 gal/day
# of Bedrooms
Required Flow
2 bedrooms
240 gal/day
3 bedrooms
360 gal/day
4 bedrooms
480 gal/day
5 bedrooms
600 gal/day
6 bedrooms
720 gal/day
SFR-LRW 9-08

Potential Evapotranspiration Worksheet (Thornthwaite method)
Project Name: Bartley Point, Lot 20
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 within range
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
".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 20
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 20
Annual Hydraulic
Design Flow = 480 gal/day Loading Rate = 22.83 inch/yr
SFR Loading Rate Group: SFR-B
Limiting Soil Ksar = 0.052 inch/hour Irrigation Area = 12,310 square ft
Drainage Coefficient = 0.095 = 0.28259 acres
Drainage Rate = 0.11753446 inch/day (Formula: Ksar * 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)
axim
:Allowa]ble
rrigat
llons(gallons/month)
Maximum
Allowable
Irrigation
January
31
0.29
3.64
4.47
0.00
0
0
February
28
0.51
3.29
3.58
0.22
60
1,682
March
31
1.20
3.64
5.34
0.00
0
0
April
30
2.30
3.53
3.80
2.02
518
15,531
May
31
3.94
3.64
2.81
4.78
1,183
36,684
June
30
5.52
3.53
3.64
5.41
1,384
41,528
July
31
6.36
3.64
6.84
3.16
783
24,271
August
31
5.73
3.64
6.21
3.16
782
24,254
September
30
3.92
3.53
7.22
0.23
60
1,788
October
31
2.20
3.64
3.60
2.24
554
17,176
November
30
1.03
3.53
3.42
1.14
292
8,751
December
31
0.37
3.64
3.55
0.46
114
3,534
TOTAL = 365 33.38 42.90 MAU zz.5i or IUA-I i �o,cvu
Formulas: (Max. Allowable Irrigation) = (PET) + (Drainage) - (Precipitation)
SFR Loading Rate
Table
SFR
Maximum Annual
Geometric Mean
Loading
Loading Rate
Ks,r Range
Rate
(in/yr)
(in/hr)
Group
Low - High
Low - High
SFR-A
26.0 - 50.0
>0.05
SFR-B
19.5 - 26.0
0.015 - 0.05
SFR-C
13.0 -19.5
0.003 - 0.015
SFR-D
0.0 -13.0
0.0 - 0.003
Assignment to a SFR Loading Rate Group for each 15A NCAC 02T .0600
permit application shall be determined by the geometric mean of insitu
saturated hydrualic conductivity data collected in the most restrictive
horizon for each soil mapping unit within the irrigation area.
Required Flow
2 bedrooms
240 gal/day
87,600 gal/yr
3 bedrooms
360 gal/day
131,400 gal/yr
4 bedrooms
480 gal/day
175,200 gal/yr
5 bedrooms
600 gal/day
219,000 gal/yr
6 bedrooms
720 gal/day
1 262,800 gal/yr
Maximum allowable
irrigation: 175,200 gal/yr
The Maximum Allowable Irrigation number must be
greater than or equal to the required flow.
SFR-LRW 9-08

Waypoeinto
ANALYTICAL
Client :
Piedmont Enviromental Assoc., P. A.
216 South Swing Road
Suite 1
Greensboro NC 27310
Lab No: 22053
2850 Daisy Lane, Wilson, NC 27896
Main 252-206-1721 0 Fax [phone]
"Every acre ... Everyyear®' www.waypointanalytical.com
lGrower: Report No:
I PIEDMONT ENVIRONMENTAL Cust No:
Farm: BARTLEY
Field:
Date Printed:
Date Received
PO:
Page
SOIL ANALYSIS
23-170-0522
06526
06/21 /2023
06/19/2023
Sample ID: BART LOT 20
1 of 6
Test
Method
Results
SOIL
TEST RATINGS
Calculated Cation
imy.Low Low
Medium
O timum
Exchange Capacity
4.2 meq/100g
Soil pH
1:1
5.1
j
Buffer pH
BPH
6.77
%Saturation
Phosphorus P)
M3
12 ppm
%sat meq
K 3.5 0.1
Ca 41.2 1.7
15.1 1. H 3.6
1.
Na .6 0.11
Potassium K)
M3
57 pprn
Calcium Ca
M3
346 ppm
Magnesium (M)
M3
79 pm
Sulfur S
M3
8 ppm
-
Boron B
M3
0.1 ppm
Copper Cu
M3
0.2 ppm
Iron (Fe)
M3
142 ppm
K/Mg Ratio: 0.22
Manganese (Mn)
M3
107 ppm
_
Ca/Mg Ratio: 2.62 ❑
Zinc (Zn)
M3
1.0 ppm
Sodium (Na)
M3
15 ppm
Soluble Salts
Organic Matter
LOI
1.4%
Estimated N Release
72 Ibs/acre
Nitrate Nitrogen
SUIL I -EH I ILI I Y LiUIUtLINtS
Crop :
Comments :
Rec Units:
M3 - Mehlich 3 BPH - Lime Index HM - Humic Matter LOI - Loss On Ignition 1:1 - Water pH
Analysis prepared by: Waypoint Analytical Carolina, Inc.

ENIGNEERING CALCULATIONS
FOR
WASTEWATER COLLECTION, TREATMENT, &
SURFACE DRIP DISPERSAL FACILITIES FOR A
FIVE BEDROOM RESIDENCE WITH
ENGINEERED FLOW REDUCTION REQUEST
• PRETREATMENT FOR 600 GPD;
• SURFACE DRIP FOR 480 GPD
LOT 20
6713 MOON LAKE LANE
BARTLEY POINT SUBDIVISION @ HARRIS LAKE
WAKE CO. N.C.
OWNER:
PRINCESS HOLDINGS, LLC
SCOTT JONES, MANAGER
OR, PATRICK O'NEAL
1430 INNOVATION AVENUE .s
MORRISVILLE, NC
919-795-0356 t off
DESIGN ENGINEER: , Q FES�oN9i�•,
JOHN R. HARMAN, PE ,F
2112 WHITE OAK ROA] SEAL
RALEIGH, N.C. 276() 9810
[phone]
'yah"N R H�►R�'�'�
JUNE 23, 2023•�•�"F'"""�

JOHN R. HARMANo RE
CONSULTING ENGINEER
2112 White Oak Road
Raleigh, North Carolina 27608
(o) 919.818.2077
(f) 919.779.0826
email= iackiiiirnian53[4e.p-maiI.coniool"
June 23, 2023
Re: Engineering Calculations, System Component Sizing Documents, and Supporting Manufacturer's
Cut Sheets Related to a Proposed Wastewater Pre -Treatment for 600 GPD and Dispersal by Surface
Drip Irrigation Application @ 480 Gallons per Day for a Five (S) Bedroom Residential Lot.
Conceptual Basis ofDesi n:
Project Description: The project is described as providing a wastewater collection, septic tank, advanced pre-
treatment (NSF4o, 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 residence, and dispersal to a surface
drip application area. for an Average Daily Flow of 48o Gallons per Day. This 2o% flow reduction request will be
justified through the required requirement of Low Water Use (EPA Water Sense) fixture in the residence and or
accessory dwelling unit (5 Bedroom Maximum).
Summaa of System Deseri Lion:
When approved the permit might read:
"For the construction and operation of a wastewater collection and treatment for 600 gallons per day (GPD) from
a single family residence. Surface dispersal by means of drip irrigation system is limited to 48o gallons per day.
The system shall consist of. a 1,500 gallon baffled septic tank with an effluent filter, a 2,500 gallon (two
compartment) Recirculation/Storage Pump Tank, a Model 600 (600 GPD) EZ Treat Polystyrene Recirculating
Media Filter, dosed by a 20 gallon per minute (GPM) recirculation pump, a flow splitting device, a to GPM UV
disinfection unit, a 3,500 gallon Field Dose Tank, a 0.84 acre drip irrigation area with a minimum of 4,025 linear
feet (LF) of drip line,:2,012 emitters, a rainfall sensor to prevent irrigation during inclement weather, and all
associated piping valves, controls, and appurtenances to serve the single family residence at 6713 Moon Lake
Lane, 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 Sizing:
• Septc Tank Sizing: 1 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 —Approval.- As a
minimum, equal in size to the Average Daily Flow (600 GPD). The Recirc Pump Tank proposed for

use is a 2,50o Gallon 2 Compartment) Pump Tank a ual in respects to NCDHHS Approval
PT -lion. See Drawings for details.
• Field Dose Tank: The Field Dose Tank proposed for use is a 3.roo Gallon Pump Tank,
e ual in respects to N DHHS Approval PT-21o'. See Drawings for details.
• Anti -Buoyancy alculations For Tanks:
.-i.5oo 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) R5=(0.33)x(0.5)x 1/2 x(110-
62.4)(5.0^2)= 98#/l.f acting along circumference which gives a "Mired In" resistance of 98# x (2 x
10.25 + 2 x 5.5') =3o87# (Downward)
Total Upward Force:-20,509 #
Total Downward Forces : 1 000# + 13776# + 3087#) = 29,86.,1#
Net Downward Forces: 9,354#
Safety Factor: [29863/20509]= S.F. >1.45 O.K.
-2.500 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 110pcf = 2o616#
Determine Sliding Resistance (K, Ratio of Lateral to Vertical Earth Pressures ,=0.33; Coefficient of
Friction Against Side of Trench, = 0.5; from Table 3, ACI DD41) Rs=(0.33)x(0.5) x 1/2 x(110-
62.4)(5.5A2)= 119#/1.f. acting along circumference which gives a "Mired In" resistance of 119# x (2 x
12.5 + 2 x 6.5) =4522# (Downward)
Total Upward Force: -27885 #
Total Downward Forces : 16000# + 2o616# + 22# = 41138#
Net Downward Forces: 13253#
Safety Factor: [41138/27885]= S.F. >1.48 O.K.
-.i.;oo 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(o.5)x 1/2 x(110-
62.4)(7.33^2)=211#/l.f. acting along circumference which gives a "Mired In" resistance of 211# x (2 x
12.5' + 2 x 6.5') =8o18# (Downward)
Total Upward Force: -37163 #
Total Downward Forces : 1 6 of + z of + 8 ox8# = 2 8#
Net Downward Forces: 11,535#
Safety Factor: [52,398/37,163]= S.F. >1.41 O.K.
Pressure Dosing to Media Filter:
-Per manufacturer recommendations: Minimum of 4 times ADF to Media Filter: 4 x 600 gpd = 2400 gpd
to Media Filter. The Filter is dosed by; 8 sprayers @ 1.7 gpm = 13.6 gpm... dose volume is +/-40 gallons
per dose x 6o doses (max) per day = 2400 gpd (4 times DDF).
Timer: "On" time = L40 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.

State of North Carolina
Department of Environmental Quality A"r�mtL47
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, SCatf Jones (printed name), certify that I am a deeded owner or an
authorized agent of the property located at:
All E!d ate Roads & Commvin Open Space
Address: P".pAdy Lines of B dky 2oint Land Owners liti &DrD Iacparcel No.: Badjo-yl Point Subd
city: New Hill State: WC 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:
Wastewater lrri atiou/Infiitration 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 ationfinfiltration 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 P'roDerty Lines
Q The required setback of feet is reduced to feet, thereby allowing the construction of
N wastewater treatment and storage units no closer than 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
wastewater treatment and storage units no closer than feet from my residence or place of
assembly.
ILSignature: Date: %1
FORM: NDWSW 02-19 Page 1 of 2

Applicant/Permittee: PrIn-CeSS Hnldin_ S. LC
Address: 67-1 Moon _Lake Larne
Permit No.: blotye S5i nevi
Lot 2
Parcel No.: Bartley Point $ubf9
City: New Hill -.State: NC Zip Code: 27562 County: Wake
NORTH CAROLINA, I j ,P COUNTY
1, eCe C- 5h_arn r)&i_, a Notary Public for Ukt) .[ County, North Carolina,
do hereby certify that _ .SLo+4 0 n S personally appeared before me this day
and acknowledged the due execution of the foregoing instrument.
Witness my hand and official seal, this the I *t day of J OA C , 29-7-
SEAL 0_aM &UU C n '�'L_
Candeace C Sham -lot, Signature of Notary Public
''�+otary Public
Ufa"s County, N. My commission expires ❑QCPm &Pv Z490
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 �,r_ r��
Department of Environmental Quality A� T
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, s_-ott Jones (printed name), certify that I am a deeded owner or an
authorized agent of the property located at:
Address: 6717 Badtey Point Wes#
Lot 19
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:
EX Wastewater Irri ation/Infiltration Setback to Property Lines
The required setback of 50 feet is reduced to 14 feet, thereby allowing wastewater effluent
irrigation or infiltration no closer than 10 feet from my property line.
❑ Wastewater Irrigation/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 Propert
y Lines
The required setback of feet is reduced to feet, thereby allowing the construction of
wastewater treatment and storage units no closer than 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
wastewater treatment and storage units no closer than feet from my residence or place of
w/ assembly. f
Signature: V--r� Date:
LL - —
FORM: NDWSW 02-19 Page 1 of 2

ApplicantlPermittee: Priniress Holding , LLC
Address: 6713 Moon Laka Lan@
city: New Hill
PerrnitNo.: Not Yet Assigned
Lot 20
Parcel No.: Sartle►r Point SUbd
State: NC Zip Code: 27562 county: Wake
NORTH CAROLINA, W ab COUNTY
I, Cal p CJjA Cj i .. S h (1fltj&j, a Notary Public for _ GUaU County, North Carolina,
do hereby certify that j (0 W ifS_&0 4 J ❑ nec, personally appeared before me this day
and acknowledged the due execution of the foregoing instrument.
Witness my hand and official seal, this the I SE
day of JV 11 C
SEAL r_rjM 'U U [ Cy r
Candeece C Shafinon Signature of Notary Public
Notary Public MY commission expires i���' 13�; 2AZ4p
IAsako County, N.C. �C2_i�
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

NATURAL HERITAGE PROGRAM
RESOURCE REPORT
FOLLOWS THIS PAGE
Lis to

Juna14 2023
'Managed Area ;MAREA)
Q Buffered Project 3oundary
Project 3oundary
NCNHDE-22291: DR-301
Page 4 :)t 4

do
.29 0 INC DEPARTMENT OF
NOMME NATURAL AND CULTURAL RESOURCES
■ man
June 14, 2023
Joh^ Hai -mar, 'aE
Conswting Engineer
2112 White Oak Rd
Raleigh, NC 27608
RE. CIR-301
Dear John Harman, PE:
Deputy Gire,:cor Natuiai Heritage P+a,ram
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:
U Fri- fF:"
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.
Aso please note that the NC Natural Heritage Program may foi'ow the letter with additional
correspondence if a Dedicated Nature Preserve, Ragstared Heritage Area. Land and Water Fund
easement, or an occurrence of a Federally -listed spec es ,s 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 r n r bit gar � rl--d-r�� -or 919-707-8603.
Sincerely,
INC Natural Heritage Program
_� tea•• .•�' ... ,� ,���_ a.•..� ._._t'rA,a_��i:..�=i<;
�. -

Natu-al ar age-iamant �ccu„2, c2s Na^ ra Areas. ano Ma^aaao A aas Intarsec „a ha �rJI Z- Area
IR-3D1
Junal4 2D23
NCNHD=-222a1
t arrant Occur-ances Documented Within
Taxnnnrnir• Ea 10 SGIFntn#,� Iv1arY'e Corrsm.6r Nagle Last' cfernent ."�Ft�ci� 'd��£r_k=.'; - Global. 5i$w-
rr up ibservsf3arn Occurrence Status Ragrk;- Rath. ;
Dete Rank
Freshwater = '2391 = �nduius cf. diaphanus _a - 3lgnilr_a1P71v 31Q 51
Rare
No Natural Ar aas are Docum=n[ad within she Drolac­ Area
Managed Areas Documented Within Project Area
Hauls Came Land NC VAIdlife Resources Cornrnlsstan Slate
N0'2 IF she proposed oro�ec_ nterects with a conservation/managed area, pease contact the anclowner axect y -Or addrt onal nformation If the orolect intersects w-h a Jea•cateC ,acure °reserve
JNDL ReOlsier?o V3:..fa: Her -age Area (RHA). of-edefa"y-hs'ed species VCNHP staff may orov'be aoo'r- ona-orresponoence regarding the protect
Der n t cns 3nD an a<o an3t.on o" s'3ts o?signet ens and canes Can be fauna 3t - R - .-: Data a'�ery generateo on rune ld. 2023 source VCNHo Sc r ng 'Aor ) 2023 o?ase
-s..bm yD'..r n'0" 3: on rao-as - mJre rhea Dine year a,apses before ofo;ec- n t at on as new nfor'a' on s :on' n: a 3ooed '-] the VCNHD database
P aga 2 Dr 4

N3 _ra: H=r age -cement Occur ences N3' '3' 4reas, 3rd manageo Areas W 3 O e-mi'e Radius of the Drolec_ Area
CIR-331
ju-)e 14. 2023
\i N'1D=-2223''
Element Occurrences_ Documented Within a One -mile Radius of the
_ -* 2 ==
Gjoda€ Nate
xpisocrj a E0.1
4;
Last
E]erment
�`
-rjk Rank
"fio
>yfL7k#1�•'' -
c. -
C7QT�iC✓Jl:.v-1'SEL!'
D agonf:y or 32043
Coryonaesc^nin a IRaga 7311ner
2004-Pre
H' s
ow
- 3igniliCantly
Rare
G 5 52'
Damselfly
-ish42391
Pundulus cf diaohanus Lake Phelps Killifish
201D-03-25
Low
_ 3-i`�edium
— Significantly
G10 Si
reshwate-
Rare
No Natural Areas are Documented Within a One -mile Radius of the Project Area
Mal i•3ged Areas Documented Within a One -mile Radius of the Project Area
Harris Game Land NC Wildlife Resour es Commission State
3n aXo an a-- ]n D' s'-a--s Des 3.13'- Dns 3.D DJDas =an 'De''DU nD a'. r _ ._ •-i.- �a_—a' D373 a-al5t y3:1?•3•a^. Dn —ne 14 2023 sD•,'=a N: NH] iJ."la AD. 1 2.D23 J'Rasa
"D.—a" D., -aJ -3s- " --,. a _n3n Dna Yea,, alaoses berxa D�D;ac' n Dn 35'ell' n-D-"1' -3' v' 3DDa� _J -ha
Page 3 Df 4

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

6/20/23
Bartley Point, LLC
c/o: Mr. Pat O'Neal
1430 Innovation Ave.
Morrisville, NC 27560
PIEDMONT
ENVIRONMENTAL
A S S O C I A T E S, P. A
Project Number: 3618
Soils Report for Proposed Residential Surface Drip Wastewater Irrigation System
Project Name: Bartley Point, Lot 20
Location: Off of Bartley Holleman Rd., Wake County, NC (PIN: 0617427714)
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.
It should be noted that this is a 5 bedroom residence for which an engineered flow
reduction has been applied (20% reduction in the daily flow). The effective flow of
this residence is therefore considered to be 480 gallons per day.
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.
216 S. Swing Rd., Suite 1 • Greensboro, NC 27409 • 336-662-5487

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).
Table 1. - Bartley Point Lot 20 - Soil Boring Logs
Boring #: Depth to Exp. Clay Depth to SHWT "
1 16 18
2 20 20
3 16 16
4 15 15
5 18 81
6 19 19
7 12 12
8 12 15
9 11 13
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 Conductivity 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 0.052 in/hr. Geometric mean Ksat
calculations and field data are shown in Attachment 3.
Single 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 9.5%, which results in an actual Annual
Hydraulic Loading Rate of 22.83 inchesfyear. 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 Fertilitv Analysis
Soils within the proposed spray area were also analyzed for current fertility conditions.
Because of similar landscape type and management conditions, one composite sample
was used to infer soil fertility status within the proposed dispersal area. The standard soil
fertility analysis was completed by Waypoint Analytical Laboratories, Inc. Soil sample
results are included in "Soil Analysis Report" provided by Waypoint Analytical
(Attachment 5). Base saturation and exchangeable sodium percentage were determined
to be 62% and 2.66% 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, 80t' Percentile Precipitation Worksheet and
Irrigation Area Calculation Worksheet)
Attachment 5 - Standard Fertility Analysis

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Bartley Holeman Rd. Project, Wake County, NC
NC DEQ Surface Drip Ksat Data, Winter 2023
Nest Ksat Onlh
N 1, Bt
0.029
Lot 20 N2, Bt
0.175
N3, Bt
0.027
Geomean Ksat:
0.052

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Project Name: Bartley Point, Lot 20
Facility Address: Off Bartley Holleman Rd., Wake County, NC
County: Wake
Prepared by: G. Christopher Murray, L.S.S.
Project Design Flow = 480 gal/day
# of Bedrooms
Required Flow
2 bedrooms
240 gal/day
3 bedrooms
360 gal/day
4 bedrooms
480 gal/day
5 bedrooms
600 gal/day
6 bedrooms
720 gal/day
SFR-LRW 9-08

Potential Evapotranspiration Worksheet (Thornthwaite method)
Project Name: Bartley Point, Lot 20
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 within range
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
".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 20
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 20
Annual Hydraulic
Design Flow = 480 gal/day Loading Rate = 22.83 inch/yr
SFR Loading Rate Group: SFR-B
Limiting Soil Ksar = 0.052 inch/hour Irrigation Area = 12,310 square ft
Drainage Coefficient = 0.095 = 0.28259 acres
Drainage Rate = 0.11753446 inch/day (Formula: Ksar * 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)
axim
:Allowa]ble
rrigat
llons(gallons/month)
Maximum
Allowable
Irrigation
January
31
0.29
3.64
4.47
0.00
0
0
February
28
0.51
3.29
3.58
0.22
60
1,682
March
31
1.20
3.64
5.34
0.00
0
0
April
30
2.30
3.53
3.80
2.02
518
15,531
May
31
3.94
3.64
2.81
4.78
1,183
36,684
June
30
5.52
3.53
3.64
5.41
1,384
41,528
July
31
6.36
3.64
6.84
3.16
783
24,271
August
31
5.73
3.64
6.21
3.16
782
24,254
September
30
3.92
3.53
7.22
0.23
60
1,788
October
31
2.20
3.64
3.60
2.24
554
17,176
November
30
1.03
3.53
3.42
1.14
292
8,751
December
31
0.37
3.64
3.55
0.46
114
3,534
TOTAL = 365 33.38 42.90 MAU zz.5i or IUA-I i �o,cvu
Formulas: (Max. Allowable Irrigation) = (PET) + (Drainage) - (Precipitation)
SFR Loading Rate
Table
SFR
Maximum Annual
Geometric Mean
Loading
Loading Rate
Ks,r Range
Rate
(in/yr)
(in/hr)
Group
Low - High
Low - High
SFR-A
26.0 - 50.0
>0.05
SFR-B
19.5 - 26.0
0.015 - 0.05
SFR-C
13.0 -19.5
0.003 - 0.015
SFR-D
0.0 -13.0
0.0 - 0.003
Assignment to a SFR Loading Rate Group for each 15A NCAC 02T .0600
permit application shall be determined by the geometric mean of insitu
saturated hydrualic conductivity data collected in the most restrictive
horizon for each soil mapping unit within the irrigation area.
Required Flow
2 bedrooms
240 gal/day
87,600 gal/yr
3 bedrooms
360 gal/day
131,400 gal/yr
4 bedrooms
480 gal/day
175,200 gal/yr
5 bedrooms
600 gal/day
219,000 gal/yr
6 bedrooms
720 gal/day
1 262,800 gal/yr
Maximum allowable
irrigation: 175,200 gal/yr
The Maximum Allowable Irrigation number must be
greater than or equal to the required flow.
SFR-LRW 9-08

Waypoeinto
ANALYTICAL
Client :
Piedmont Enviromental Assoc., P. A.
216 South Swing Road
Suite 1
Greensboro NC 27310
Lab No: 22053
2850 Daisy Lane, Wilson, NC 27896
Main 252-206-1721 0 Fax [phone]
"Every acre ... Everyyear®' www.waypointanalytical.com
lGrower: Report No:
I PIEDMONT ENVIRONMENTAL Cust No:
Farm: BARTLEY
Field:
Date Printed:
Date Received
PO:
Page
SOIL ANALYSIS
23-170-0522
06526
06/21 /2023
06/19/2023
Sample ID: BART LOT 20
1 of 6
Test
Method
Results
SOIL
TEST RATINGS
Calculated Cation
imy.Low Low
Medium
O timum
Exchange Capacity
4.2 meq/100g
Soil pH
1:1
5.1
j
Buffer pH
BPH
6.77
%Saturation
Phosphorus P)
M3
12 ppm
%sat meq
K 3.5 0.1
Ca 41.2 1.7
15.1 1. H 3.6
1.
Na .6 0.11
Potassium K)
M3
57 pprn
Calcium Ca
M3
346 ppm
Magnesium (M)
M3
79 pm
Sulfur S
M3
8 ppm
-
Boron B
M3
0.1 ppm
Copper Cu
M3
0.2 ppm
Iron (Fe)
M3
142 ppm
K/Mg Ratio: 0.22
Manganese (Mn)
M3
107 ppm
_
Ca/Mg Ratio: 2.62 ❑
Zinc (Zn)
M3
1.0 ppm
Sodium (Na)
M3
15 ppm
Soluble Salts
Organic Matter
LOI
1.4%
Estimated N Release
72 Ibs/acre
Nitrate Nitrogen
SUIL I -EH I ILI I Y LiUIUtLINtS
Crop :
Comments :
Rec Units:
M3 - Mehlich 3 BPH - Lime Index HM - Humic Matter LOI - Loss On Ignition 1:1 - Water pH
Analysis prepared by: Waypoint Analytical Carolina, Inc.

ENIGNEERING CALCULATIONS
FOR
WASTEWATER COLLECTION, TREATMENT, &
SURFACE DRIP DISPERSAL FACILITIES FOR A
FIVE BEDROOM RESIDENCE WITH
ENGINEERED FLOW REDUCTION REQUEST
• PRETREATMENT FOR 600 GPD;
• SURFACE DRIP FOR 480 GPD
LOT 20
6713 MOON LAKE LANE
BARTLEY POINT SUBDIVISION @ HARRIS LAKE
WAKE CO. N.C.
OWNER:
PRINCESS HOLDINGS, LLC
SCOTT JONES, MANAGER
OR, PATRICK O'NEAL
1430 INNOVATION AVENUE .s
MORRISVILLE, NC
919-795-0356 t off
DESIGN ENGINEER: , Q FES�oN9i�•,
JOHN R. HARMAN, PE ,F
2112 WHITE OAK ROA] SEAL
RALEIGH, N.C. 276() 9810
[phone]
'yah"N R H�►R�'�'�
JUNE 23, 2023•�•�"F'"""�

JOHN R. HARMANo RE
CONSULTING ENGINEER
2112 White Oak Road
Raleigh, North Carolina 27608
(o) 919.818.2077
(f) 919.779.0826
email= iackiiiirnian53[4e.p-maiI.coniool"
June 23, 2023
Re: Engineering Calculations, System Component Sizing Documents, and Supporting Manufacturer's
Cut Sheets Related to a Proposed Wastewater Pre -Treatment for 600 GPD and Dispersal by Surface
Drip Irrigation Application @ 480 Gallons per Day for a Five (S) Bedroom Residential Lot.
Conceptual Basis ofDesi n:
Project Description: The project is described as providing a wastewater collection, septic tank, advanced pre-
treatment (NSF4o, 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 residence, and dispersal to a surface
drip application area. for an Average Daily Flow of 48o Gallons per Day. This 2o% flow reduction request will be
justified through the required requirement of Low Water Use (EPA Water Sense) fixture in the residence and or
accessory dwelling unit (5 Bedroom Maximum).
Summaa of System Deseri Lion:
When approved the permit might read:
"For the construction and operation of a wastewater collection and treatment for 600 gallons per day (GPD) from
a single family residence. Surface dispersal by means of drip irrigation system is limited to 48o gallons per day.
The system shall consist of. a 1,500 gallon baffled septic tank with an effluent filter, a 2,500 gallon (two
compartment) Recirculation/Storage Pump Tank, a Model 600 (600 GPD) EZ Treat Polystyrene Recirculating
Media Filter, dosed by a 20 gallon per minute (GPM) recirculation pump, a flow splitting device, a to GPM UV
disinfection unit, a 3,500 gallon Field Dose Tank, a 0.84 acre drip irrigation area with a minimum of 4,025 linear
feet (LF) of drip line,:2,012 emitters, a rainfall sensor to prevent irrigation during inclement weather, and all
associated piping valves, controls, and appurtenances to serve the single family residence at 6713 Moon Lake
Lane, 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 Sizing:
• Septc Tank Sizing: 1 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 —Approval.- As a
minimum, equal in size to the Average Daily Flow (600 GPD). The Recirc Pump Tank proposed for

use is a 2,50o Gallon 2 Compartment) Pump Tank a ual in respects to NCDHHS Approval
PT -lion. See Drawings for details.
• Field Dose Tank: The Field Dose Tank proposed for use is a 3.roo Gallon Pump Tank,
e ual in respects to N DHHS Approval PT-21o'. See Drawings for details.
• Anti -Buoyancy alculations For Tanks:
.-i.5oo 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) R5=(0.33)x(0.5)x 1/2 x(110-
62.4)(5.0^2)= 98#/l.f acting along circumference which gives a "Mired In" resistance of 98# x (2 x
10.25 + 2 x 5.5') =3o87# (Downward)
Total Upward Force:-20,509 #
Total Downward Forces : 1 000# + 13776# + 3087#) = 29,86.,1#
Net Downward Forces: 9,354#
Safety Factor: [29863/20509]= S.F. >1.45 O.K.
-2.500 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 110pcf = 2o616#
Determine Sliding Resistance (K, Ratio of Lateral to Vertical Earth Pressures ,=0.33; Coefficient of
Friction Against Side of Trench, = 0.5; from Table 3, ACI DD41) Rs=(0.33)x(0.5) x 1/2 x(110-
62.4)(5.5A2)= 119#/1.f. acting along circumference which gives a "Mired In" resistance of 119# x (2 x
12.5 + 2 x 6.5) =4522# (Downward)
Total Upward Force: -27885 #
Total Downward Forces : 16000# + 2o616# + 22# = 41138#
Net Downward Forces: 13253#
Safety Factor: [41138/27885]= S.F. >1.48 O.K.
-.i.;oo 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(o.5)x 1/2 x(110-
62.4)(7.33^2)=211#/l.f. acting along circumference which gives a "Mired In" resistance of 211# x (2 x
12.5' + 2 x 6.5') =8o18# (Downward)
Total Upward Force: -37163 #
Total Downward Forces : 1 6 of + z of + 8 ox8# = 2 8#
Net Downward Forces: 11,535#
Safety Factor: [52,398/37,163]= S.F. >1.41 O.K.
Pressure Dosing to Media Filter:
-Per manufacturer recommendations: Minimum of 4 times ADF to Media Filter: 4 x 600 gpd = 2400 gpd
to Media Filter. The Filter is dosed by; 8 sprayers @ 1.7 gpm = 13.6 gpm... dose volume is +/-40 gallons
per dose x 6o doses (max) per day = 2400 gpd (4 times DDF).
Timer: "On" time = L40 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.

3.3 Excavating and Installing the Fc.
The first consideration when installing the
E-Z Treat pod is to assure the pod is not
located in a drainage area and the pod is
-
located above the seasonal highwater
table, this will protect the pod from floating
and prevent surface water infiltration.
Excavate a hole approximately
6'W x 9'L x 4'H.
Place 3/4" to 1"stone orequalto 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
leveling of the pod.
CD
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Backfill the pod with clean fill soil, free of
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"
fD
PVC outlet this assure proper drainage.
P)
=3
3.4 Piping the E-ZTreat Pod Supply
W
r--r
and Return
ly
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.
Model600 Pod
190
•
4" Outlet
Call: 703.753.4770 orvisit: eztreat.net 1212020 E-z
Weir

3.6 Installing the Re -circulation Pump
Connectthe 1 " PVC pipe between the inletof
the pod and the re -circulation pump.
Always provide a quick disconnect device for
removing the pump, this can be accomplished
with a union, camlock coupler or pitless
adapter.
DO NOT install a checkvalve in the pump
supply line this will prevent the supply line to
the pod spray manifold from draining and
may causefreezing.
(D
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3.7 Setting Pump Control Floats (seepages)
irl
The control panel will come with three liquid
level floats:
Q
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1. Low Level Alarm Float protects the
pi
pump from run dry damage by turning
off the pump and sound an audible
and visual alarm. Set float to activate
if the effluent level drops to 4" above
rt
the pump intake.
Di
2. Timer Enable Float activates the
r-r
pump run time and assuresthe pump
0'
only runs when there is sufficient
effluent in the re -circulation tank. Set
7�
floatto activatewhen effluent level in
A�
the recirculation tank is filled to50%.
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.
FloatSettings
Call: 703.753.4770 orvisit: eztreat.net 1212020 E-z 14

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4.0 Start-up
Septic Tank and Re -circulation Tank
The septicand re-circulationtankshalI be
inspected prior to start up to:
1. Verify the lid and riser assemblies are
watertight. Check for any damaged, water
weeping marks, holes orcracks.Thesys-
tem must remain watertight to perform
properly.
2. Inspect the outlet effluent filter installation
to insure it is installed in accordance with
the effluent filter 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 thefloatdiagram
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 byturning the pump
control to the "HAND -ON" position. Let
the pump run forone minute then 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 the system.
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 Low Water Alarm "ALARM OM',
"ALARM AUTO" and "ALARM SILENCE"
Function: "ALARM ON" will manually turn on
the audio/visual alarms. "ALARM AUTO" is the
normal operational setting and "ALARM SILENCE"
turns off the alarms.
2. Check re -circulation pump. Place the system
in the manual mode byturning the 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

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Control Panel/Pumps/Alarms
1. Place the system in the normal operating 4
mode byturningthe re -circulation pump
switch to "AUTO". Verify the timer
ON/OFF setthe ON/OFF time to match
Table 5below.
2. Verifythe accuracyofthe system ON/OFF
Timer. To accomplish this use a stop
watch and verify the length of time the
re -circulation pump is OFFthen verifythe
timethe 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" water alarms.
The control has an alarm switch clearly
marked Alarm "ON", Alarm "AUTO" and
Alarm "SILENCE". PlacetheAlarm Switch
in the "ON" position, you will hear a loud
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" '
Verifythefloats are operational by manually
raising and lowering thefloats 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, the re -circulation pump
should turn on overriding the "OFF" timer,
the Visual and Audible alarms should
activate. Return the float to its normal
position the re -circulation pump will turn
off. Resetthe alarms and manually lower
the "Low Water Float" with timer 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.
5. Verify all control breakers are in the "ON"
position and all control switches are in
the "AUTO" position before closing and
securing thesystem.
Timer Settings default settings for 600, 750, 1200 are 2.5 minutes ON , 12 minutes OFF
These settings may need to be adjusted based upon homeowner usage, refer to
manufacturer for adjustment of settings.
Call: 703.753.4770 orvisit: eztreat.net
1212020 E-Z

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5
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Re -circulation PumpTimer example
Light will burn Green to indicate Re -circulation Pump is OFF
I
Light will burn RED to indicate
Re -circulation Pump is ON. --►
Rotate dial to desired minutes
Clock face screw will change
the clock face from a maximum 0M
time of 1.5 units to a maximum
of 30 units. Always set the clock face to 30.
u
Window will display OFF "SEC", "MIN" or "HR".
Rotate OFF screw until "MIN" appears in window
�— OFF screw displays
seconds, minutes or hours.
Window will display ON
i4m
"SEC","MIN" or"HR".
t Rotate screw until
"MIN" appears in windo
ion 143CR
f�
ON screw displays seconds, minutes or ho
Rotate dial to desired minutes OFF.
Call: 703.753.4770 orvisit: eztreat.net
W.
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1212020 E-Z 17

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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
2-Pod / 2-Tank with Simplex Timed Dose Re -circulation Pump
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Sim
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Call: 703.753.4770 orvisit: eztreat.net
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1212020 E-Z 18

01M
Operation and_l�'Iaintenance E-Z Treat Sand/Media Filter
1-703-753-4770
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. The service provider must be trained and certified by E-Z Set Com an .
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 inspections the First Year of operations and annual inx ections thereafter.
E-Z Treat Re -Circulating Sand/Media Filter Model # 0600
Capacity of Model #0600 - 700 GPD Residential Strength Effluent
I
E-Z Treat Re -Circulating Sand/Media Filter Model # 1200
Capacity of Model # 1200 — 1400 GPD 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 bail 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 Pancl/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 audio/visual alarms. "Alarm
Auto" is the normal operational setting and "Alarm Silence" turns off the
alarms.
2

0 eration and N•IaintenanCe E-Z Treat Sand/Media Filter
1-703-753-4770
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
z;witch to "A[1TO". 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 ON/OFF 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
r OFF Dial Seconds, Minutes or Hours
Light Will Bum RED to Indicate ti r �ti
Re -Circulation Pump is ON
��ir•
r }t'
Window Will Display ON Sec., Min. or Hr.
f Rotate ON Dial Until Min, Appears in Window
J ON Dial Seconds, Minutes or Hours
<04
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.
3

5. Confirm the operation of the visual and audible "ITIGH" 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 floatsto
simulate the systems normal operation. Verify proper operation of "High Level
First" 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 itsnormal 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.
8. Properly re -install and secure all tank accesses!
L-I 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.
1. 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 pll, 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: Ifanv of these conditions exist the media needs to be cleaned or rep laced.
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: if an y orthese conditions exist the media needy to be cleaned or rep laced.

Operation_ and Maintenance E-Z Treat Sand/Media Filter
1-7113-7 i3-d770
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.

Qpteration and Mainten2111,tie C-Z Treat Sand/Media Filter
1-703-753-4770
Replace«tent of Media Nlattress
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

��AMERICAN
W Manufacturing Company, Inc.
DRIP DISPERSAL SYSTEMS
RESIDENTIAL
PERC-RITE
7:j
.: 7 -7

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.
%2' " DIA PIPE -
TO CENTRAL UNIT
iti— ti-n�11=i[
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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-RITET , our integrated cellular, Wi-Fi or Satellite
communications package.
i■
_-. 7441ll V. Ply
BiolineT" 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
0.9
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DRIPPER FLOW RATE VS. PRESSURE
20 30 40 5o so 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-FlowTM, 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.
2.2011 Greenhouse Fed, Elkwood VA 22718
w u, iv. amct•icanonsl te.coni
1-800-345-3132-1

AMERICAN ONS1TE CONTROLS
AMERICAN MANUFACTURING COMPANY INC.
P,O BOX 97 ELKWOOD, VA 22718-0097
[phone] www.americanonsite.com
ALL POWER SUPPLY
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NOTES: ut.
1. PL<ASE REVIEW ALL PAGES AND IN
IN �}1IS MANl1AL CPP124—SA8124—AJLRK(30,36,UV) EAs NK
BEFORE ATTEMPTING TO INSTALL AiiY CDNTROI_ EOU1P�iEN7. DwGo
2, DASI4EO I.INES AWAY REP3ESENT OPTIONAL EQUIPMENT. X9307—UV
3. REFER TO BACKPLATE LAYOUT ON PAGE c �L ids A AVN BY: APPROVED
FOR DETAILED COMPONENT TORQUE SPECIFICATIONS 10�19E16 SPC
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COPYRIGHT 0 2005 AMERICAN MANUFACTURING COMPANY,INC. �pvin�emer

CONSTRUCTION PLANS FOR A WASTEWATER TREATMENT
SURFACE DRIP IRRIGATION DISPOSAL SYSTEM
FOR A FIVE BEDROOM RESIDENCE
LOT 20; 6713 MOON LAKE LANE; WAKE COUNTY, NC
1127M 8:25 ALI NC CuNlap P—L Mm Suuwide Swdardcad Anrihuies
BAR -LEY POINT. SUBDIVISION X C,
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hnp,-1M me map maps s rogL—mia p p vWQ ba p p k—r/index hiinl?id=A11804hced84791h67d-3adfl436b25 1/1
NTS
'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
[phone]
L-
=ff=ffSiJR.#�=.1
W 7 Is PLAN PROPQSES TO SUBDIVIDE
67.55 ACRES INTO 23 SINGLE FAMILY
HOME PARCELS WITH ASSOCIATED
PRNATE RQADSAND STORM DRAINAGE.
VMTER AND SEWER WILL BE HANDLED
`M ON EACH INDIVIDUAL HOME LOT.
9
LOT 20
SITE DATA
OMER:
PIRRiSS H"NaS, LLC
"INNIMIM A5E
MORRIiia NC VwQ
IHL417.44H
PREPARM INFO,
MWIY 6 OREL A ASOMTEX PA
1150 SE MAYNARO Rwo sunr 7W
PUT' NC 27fin
'a ,�10Y FAX 71L16G7565
Tun AOCAM
61.53 AC 0 0IM4, M 0=7)
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PROPC ED USP
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PROPOSED N6 LOTS
4.1
PROPM MA 1: LOTR
2.5ki t 3F (%� + C)
AVZ?AOE AREA R LRi4
111,135 5F Ii44 At,,
DNEAR FOOTAGE
OF MATE R00M
4134 LF
TATU IM
CAFE FEN!
TOMISw
OODOAi01
TOTAL I PERN0116 AREA
100.1m *11x Aa (d. 4
+ IRMFIE HOIES
WANE COUNTY PIN 6
0017.Mmu
m7mmi
0517ALM4
M7.512N4
NOTE: ALL LOTS SHOWN WITHIN 'HIS
DEVELOPMENT ARE PRESENTLY OWED BY
"PRINCESSS HOLDINGS, LLC." ALL HIIPUSES, WELLS,
e/ AND WASTEWATER DISPOSAL SYSTrM SYSTEMS
so
SHOWN HEREIN ARE PROPOSED AND NOT YET
CONSTRUCTED.
NOTE: ALL LOTS WITHIN THE DEVELOPMENT AR
TO BE SERVED BY INDIVIDUAL WELLS & ONSITE
WASTEWATER DISPOSAL SYSTEMS. j4LL ROADS
WITHIN THE DEVLEOPMENT ARE PR[VATE ROADS
—ayy1VFn & MAN ~PINE❑ B.Y. ".BARLEY POINT
LAND OWNERS ASSOCIATION, INC."
GENERAL LOCATION MAP OF SUBDIVISION LOTS
SCALE AS NOTED BY BAR SCALE
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THERE ARE NO
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WHICH EXIST WITHIN
500' OF THE TRACT
BOUNDARY.
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).
F
ROADS, OPEN SPACES, AND
PACES SHOWN WITHIN THIS
ENT ARE PRESENTLY OWNED
Y 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)
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SCALE I if =250"
NORTH 250' 125' 0 250'
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SUPPLY LINES (3011 NBU)
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TO BE.THAN
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3500 GAL FIELD
3 DOSE TANK
2-STRAND-.-tNCE
EZ TREAT AROU-N'D APPLICATION 9'5 MEDIA FILTER AREA (SEE DETAIL)
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DRIP ZONE LAYOUT INFO
Run Number
Lateral
Length
ZONE
NUMBER
1
106
2
128
3
142
ONE
4
154
5
167
6
181
7
197
1075
8
211
9
225
TWO
10
240
11
256
932
12
275
13
310
THREE
14
306
15
300
1191
16
235
17
216
FOUR
18
198
191
178
927
Total : 4025
Area Covered: 14660
Avg. Spc'g, ft.: 3.64
`
I
60" LONG "T" POSTS
FIBERGLASS OR PAINTED STEEL
SET POSTS @ +/_ 25' SPACING
r-
— 14 GA. HI -TENSILE STEEL WIRE
I I
24" BURY
, =,.lz-
DETAIL OF FENCING REQUIRED AROUND
DISPOSAL AREA
(NOT TO SCALE)
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MINIMUM APPLICATI N AR A REQ'D=4wlO F. i.
WQ o APPLICATION AREA P OV ❑ED = +/-*660 F.
INSTANTANEOUS AP LI ATION R*E _ .14 IN/HR 100 U
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LL
E-Z TREAT POD MODEL 1200 r- �'" BACKR
' FREE OF 9ESNS
FIN. GFIAQE
1-1 /2" SUPP LINE
RETU EXISTING GRADE
SECTION THRU EZ TREAT POD
NTS
4" SERVICE LINE FROM FACILITY
10' MIN
k1k
I
�I■ �,:1��■i11�
514 TREX BOARD - Z
31
EFFLUENT FILTER TYPICAL 3/4"0 RECIRC
24" E-Z SET RISERS (TYtil -
NOTE: TWO ACCESS
RISERS SHOWN CAN
BE COMBINED TO A
SINGLE 30" DIA
Z SET BYPASS VALVE
24"0 E-Z SET RISER
WITH COVER. U
' 20 TURBINE -PUMP
4" PVC END CAP NOTE: DO NOT
GLUE ONTO RISER PIPE DRILL 1/4"
FIN. GRADE VENT HOLE IN CAP
4" PVC RISER PIPE - EXTEND
ABOVE BOTTOM OF TANK
LID
" FROM FILTERS
4" TO FIELD DOSING
TANK
4" PVC TEE E-2 SET BYPASS VALVE
ALL TANKS REQUIRE A
6" THICK STONE BASE
SECTION THRU RECIRC TEE
NTS
24"0 E-Z SET RISER WITH 24"0
COVER (TYP) (T'YP)
OPRONAL 2• VENT
CARBON FILTER (F
4" REQ. PER LOCAL
CODE)
UV UNIT
f J I TREATED EFFLUENT LINE TO C SCH C PVC BOTTOM
y
CONTROL PANEL FOR EZ TREAT ((( FLOW UV / FIELD DOSE TANK CONNECTION OF TANKS
i °-DRIP FILTER BACKWASH/FIELD FLUSH RETURN FROM DRIP HYDRAULIC UNIT
SEPTIC TANK RECIRC. TANK FIELD DOSE TANK
NC DHHS APPROVED 2500 GAL. PUMP TANK . NC DHHS APPROVED 3500 GAL. PUMP TANK
NC DHHS APPROVED 1500 GAL. SEPTIC TANK PT-2103 OR EQUAL PT-2105 OR EQUAL
ST-390 OR EQUAL
PLAN
— FIN.GRADE: ELEV. "A" (SEE NOTE: FIELD
TANK ELEVATION VERIFY PRIOR
SCHEDULE) —314" BALL VALVE TO ORDERING
—CLEAN-OUT 24"0 E-Z SET RISER RISERS
(TYP) WITH CDVE31d" RCIRC LINE -
INV. IN= %Aj&T[O I IAIL ImVIIC'11 IT
NTS
— 30"0 E-Z SET RISER WITH COVER.
6" MIN., 1 " 24 0 E-Z SET RISER WITH COVER. 7
MAX i!
FIN.GRADE: ELEV. "A" �
P.
INV.IN=ELEV —
L1 . EFFLUENT
FILTER
(SIZED PER
DESIGN DOSE +Is'
FLOW)
'LOAFFLE WALL a 45�4
fVE 400 GAL MINT,
,COMPARTMENT
SEPTIC TANK
1500 GALLON SEPTIC TANK
STB-390
SHOAF PRECAST CONCRETE, OR EQUAL
_v
ER VALVE
EMERGFNrY STORAGE�IS
COMPARTMENT & FIELD DOSETANK
4039 GALLONS
96" {E.07
FLOOR= ELEV.
ALARM LIGHT
24"0 E-Z SET RISER -
— NOTE:
POWER TO
WITH COVER (TYP)
THIS PANEL IS 230 VAC
CONTROL PANEL (LOCATED
WITHIN 10-FEET OF TANKS)
FIN.GRADE:
ELEV. "A!'
UV DISINFECTION UNIT
MODEL EZ SET UV 1000-S
OR APPROVED EQUAL
00
_
UV INV. IN=
4" PVC FROM BYPASS �I
EMERG, STORAGE VOL
VALVE TO UV UNIT
= +/- 4039 GALS (IN BOTH TANKS)
BOTTOM
GH WATER ALARM &
CONNECTED TANKS
PEAK ENABLE= ELEV.
WITH 4" SCH 40 PVC
AND WATER -TIGHT
DOSE ENABLE= ELEV. T'
ELEV.-G' WEIGHTED MERCURY FLOAT
I/2 HP, I ISV, 20 GPM ,-6" STONE BASE
TURBINEPUMPFOR RECIRC& STORAGE WASHED
. OR
DOSING EZ TREAT OR EQUAL) —
POD NOT SHOWN2500 GALLON RECIRC PUMP & STORAGE TANK
PT-2103 +/_ 44 GALS PER INCH
SHOAF PRECAST CONCRETE, OR EQUAL
SECTION VIEW
NTS
36" MIN
ET RISER WITH
— r
1 1 /2" SCH 40 PVC
SUPPLY LINES
DISPOSAL FIELD
FOR DRIP 1 1/4" SCH 40 PVC RETURN LINE
Elt
CONTROL PANEL FOR DRIP
4 ZONE DRIP HYDRAULIC
FILTER & VALVE UNIT
(REFER TO SITE PLAN FOR
NUMBER OF ZONES)
-- RAIN SENSOR (IRRIGATION CUT
OFF); MINI-CLIK, RAIN-CUK,
HUNTER INDUSTRIES, OR EQUAL
�4" x 4"
TREATED POST
DRIP CONTROL PANEL
WITH ALARM
—CONDUIT FOR PUMP
FIN.GRADE: ELEV, "A"
-TO DISPOSAL
P
— FLOOR= ELEV. "K"
FIELD DOSE TANK
3500 GALLON PUMP TANK +/- 47 GALS PER INCH
PT-2105
SHOAF PRECAST CONCRETE, OR EQUAL
TANK ELEVATION SCHEDULE
ELEV. "A"
259.50
ELEV. "B"
256.00
ELEV. 'IC"
255.80
ELEV.I'D"
255.70
ELEV."E"
255.50
ELEV.'IF"
256.50
ELEV. "T
249.50
ELEV. "H"
251.00
ELEV. "1"
251.33
ELEV. "J"
252.33
ELEV. "K"
249.50
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MODEL I 1
-
Single phase, simptea mole, canhclar control
7116 Mode: 112g 01 papk PoVW. s n1kt: M6::sp,e Ur1l a19420. 2M
ar 240 VAG"Ill Masao Pons) w pyvn
Gamirl,a eLmp Purw bdesae. 'wryyYOC fyaTms arc aR aalwre Tm [an0a awlkhaa acb,Fina rl�r'1e nielYr eµ Lrnw.
lum lx Wm¢ on vd d[ IF>R Magid earl. ucwn. en aa¢amm alenn e"ee1 eeWalH lh aWIWNIW -ter,sy—
.
1. Endoaure measures 6X8% q inches 12032 X 2032 X 10.16 an)
Cho. onNEW 1(sh.•el to, rdsw wa),or NEMA CX(uhaylsed slaW4e0
meryrmplaslk whh remorshle _,n l (eel ha.ublwr or)Ideer wal
�t
' Options xletled may inuease andDeure one and tlrenge mmponen[
layout
2Magnellc Mokr CDrlheror wnlmla pump by ewimhing eladrkal lines
3. HOA Swlfch for manual pump oomrel (mounted m "MR board)
YyVi//
„
p
a. Green Pump Run htdlcalar Light(mwnled on rimuit board)
5. Float Swlb:h Terminal Sock (mounted on draft board)
t -- -
F
6- Alarm and Comml Fuses (maunletl on cirwll board).
T. Alarm and! Carrbel P—r India —(mounted on dresil board)
a- G—dLug
!
a. ClmuK Breaker (optional) prwides pump di—nnect and brand: drag
AptairM ah.s. itv?wq !I
pmt..on
STANDARD ALARM PAOILAGE
10.Rw Al. Sea.. preeldae 3s0' YhJW ehal I1rala oosalacn
e®p
Natr: blE 1 Y/e 1AA2aa a.d.rraal�d ndidsior In Ire, eta We—
11. A4rm'Mptn p1wWa sup¢ waminp'D1 aWm tandnan (kg he as dadbal
�®
lob )NEMA
N 1 style Lily¢,, an internally=,,led buzzer in tau of hom
12 Emdpr A1Arin rueawernyallSllanee K.Ikh :lDwa +vm n,M I'yP1t 1u be
1MMd grca%i Wneol� <vrisken AAa been nrhkaq Arerm XNomaKNf
13. Ham Silence Relay (mounted on d,MH board).
NOTE: Mere, dpllons available
1 Emirs mnllol system (panel so syAldles) is UL Listed to meat andf
or a%coed Ind.!,y safety stands..
r Dual safety oarllhcalwn Nr the untied States and camel,
IF Standard package Includes three 20 SJE SgnelMaeteF oonlrel
switches
• Complele whh stapby-slap imgalanion h,W,,0.ne
• Three-yearI;— warranty
IlRA7-
PO We 1705. Delmll Lekas, MN 56502
Id DIALS E • 1-21&an7-1317
1.210d!TA617 Fee
SEE BACKSIDE FOR COMPLETE LISTING OF AVAILABLE OPTIONS.
arml: jeem nnombu rs
SEE PRICE BOOK FOR LIST PRICE.
raww.slerhombRs.co.
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FLOATSYQICNAAPLIORTIOra
BHor L=pumpd—rpump up(aoad 17opuon)
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yvrrHovreletmwd�age
OPTIONS L-a.!
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use is ale m tin w zb' ;yr npyb
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F Sarm: FIoeY M1Nry r eanmeliY w.Nmpd . (Por lwr)
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MODEL i!Z E�J 41 IFI +
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on g narks
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Appllveon
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>L!E egl,alYam�+ Alpo clomp
COOL GUIDE
FLOW COLLAR (COOL GUIDE
The laminar flow collar shall be made of non -corrosive, glueable PVC and have
sufficient hales In the outer guide tube to assure laminar flow for the rated
capacity. The inner flow collar Shall extend near the bottom to provide sufficient
coating flow for the motor. The dimension between the inner collar and the
pump motor shall not restrict flow to the pump intake, but will provide for scouring
of surfaces. The laminar flaw Collor shell be a "Coal Guide" as manufactured
by American Manufacturing Company, Inc. Patent # 6,262,689.
"COOLGUIDE"
• _ - ► li
1. Measure the distance from the bottom of the tank to 6" dawn from the top of the riser.
Cut the extension pipe (by others) to the length necessary to reach this helghL Cut 1/2
of the pipe dawn 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 Coal Guide.
4. For repairs: glue on the Cool Guide flat cop and place the Cool Guide firmly In the
of the tank. Attach the extenslon to the riser, with the anchors as shown.
5. For new construction: Anchor the flat cap to the bottom of the tank In the proper location
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 Coal Guide adapter threads and thread them Into pump discharge.
7. Attach coaling collar to adapter with set screw provided.
8. Glue pipe into flaw 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 COWER,,,Patent
No. 6,262,689
�� 1 C6UPLING 40
INLETS
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1 0 0 0 0
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PUMP CURVE
240
230
220-
210
200-
190
180-
170
160-
150
140 -
130 -
u 120-
= 110 -
100-
+� 90 -
O 80
70 73'
60 —
50 -
40 -
30 -
20 —
5 GPM TO
25 GPM
THIS PUMP
ING CONDITIONS
m @ 9q' TIDY
4 12 20�T28 36 ry44
Gallons Per Minute
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o:
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r
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NIS
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ADAPTER
DRIPPER 6" MIN
LINE SEPARATION
BURIED DRIP LOOP CONNECTION
NTS
Supp
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Jo
FOR SURFACE OR ,
NEAR SURFACE INSTALLATIONS
USE WIRE WICKETS TO
SECURE DRIP TUBING AND FLEX 1/2- FLEX
IN INSTALLED POSITION PVC ( 6'+ TYP.
4' WIRE WIL"�iET
AND LOOP FLEX AS SHOWN
RAM INSERT ADAP,/
PVC FIP ADAPTER-
4. WIRE
�R­
W cC ,
DRIPPER LINE 12" MIN
SEPARATION
BELOW FROST LINE
ELEVATED LOOPS
(MIN. 2")
9
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
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R. Harman, P.E.
.onsu tang Engineer
2112 White oak Road... Raleigh, NC 2 76 o 8
Tel. No. 919.818.2077
eMail: [e-mail]
112" PVC
1/2" PVC RIGID
FLEX -
COMMON
RETURN PIPE
Patent No. 5,984,57413
Install insulation
for shallow systems
in freezing climates
See diagram above.
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GENRALNOTES FORSFRSURFACESPRAY SYSTEM: _ MAINTENANCE SCHEDULE 10
ITEM FREQUENCY TASK - SEEDING_ SPECIFICATIONS 3
APPLIES TO ALL DISTURBED AREAS OUTSIDE DRIPPER FIELD ❑ ^ ` 0
SEPTIC TANKS 3 - 4 MONTHS CHECK SOLIDS ACCUMULATION,
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO ALL NCDWR-.2T RULES, COUNTY 8 L OCKAGES.TiON, BAFFLE DAMAGE, '
BiUCI<AGES. CHECK THE FILTER. 3EEVING MIXTURE Z w a
ENVIRONMENTAL HEALTH CODES, AND STATE BOARD OF HEALTH SEWAGE HANDLING AND DISPOSAL REGULATIONS ° °C z
PERTAINING THERETO WITH REGARD TO THE PERMITTING OF THIS SITE. 3 - 5 YEARS PUMP SEPT.AGE IF REQUIRED -PE RATE (LB/ACRE) -6o " Z a
ALL FESCLJE 100 a iE 5i t
2. THE INSTALLATION OF THIS SYSTEM SHALL BE IN ACCRODANCE WITH SPECIFICATONS AND GUIDANCE PROCEDURES OF PUMP TANKS 3 - 4 MONTHS CHECK SOLIDS ACCUMULATION, SERICEA LE5PEDEZA 30 LLI �}
PUMP OUT SOLIDS IF REQUIRED. DBE LESPEDEZA 10 u
THE MANUFACTURERS OF THE EQUIPMENT OR PRODUCT. CHECK IN/EXFILTRATION. CHECK ENSrAVOLA BAHIAGRASS 50 J
vj
3. ALL PVC PIPE AND FITTINGS SHALL BE SCHEDULE 40, TYPE I, RATED FOR PRESSURE APPLICATIONS. ALL GLUED JOINTS FOR PROPERLY OPERATING FLOATS, N
CHECK HIGH WATER ALARM Lu J U'
SHALL BE CLEANED AND PRIMED WITH PURPLE (DYED) PRIMER PRIOR TO GLUING. AFTER SEFTEMBER 1 USE UNSCARIFIE:D SERICEA SEED. Z
4. ALL CUTTING OF PVC PIPE, AND FLEXIBLE PVC PIPING OR TUBING SHALL BE ACCOMPLISHED BY PIPE CUTTERS. NO EQUIPMENT & CONTROLS 3 - 4 MONTHS CHECK FLOAT CONTROLS & ALARMS, 2- WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 V! N
FOLLOW MANUFACTURER'S SERVICE B ACRE. •• � � � �
SAWING OF PVC OR TUBING WILL BE ALLOWED. REQUIREMENTS. - OVER -SEED 50 LB/.ACRE OF TALL FI_SCUE EACH FALL, UNTIL WELL ESTABLISHED. LJJ
5. NO ACTIVITY SHALL TAKE PLACE ON THE EFFLUENT APPLICATION AREA OTHER THAN THE MINIMUM REQUIRED FOR THE FORCE MAINS & 6 MONTHS CHECK FOR LEAKS & RE -MEASURE MANIFOLDS FLOW IF NECESSARY. CHECK F NURSE PLANTS
FOR ETN APR;L 15 AND AUGUST 75, ACID 10 LB/ACRE GERMAN MILLET OR 15 LB ACRE T Ln
SWNDANGRASS. PRIOR TO MAY I OR AFTER AUGUST 15, ADD 40 LB/ACRE RYE (GRAIN). I w INSTALLATION OF THE SYSTEM. THE INSTALLER SHALL USE ONLY EQUIPMENT OF THE APPLICATION AREA THAT WILL SUPPLYEXPOSED PIPE.
PROVIDE THE LEAST SOIL DISTURBANCE AND WILL MINIMIZE GROUND CONTACT. -ALL IS BEST 1=00 TAi-L FESCUE AND LATE WINTER FOR I_ESPEDEZAS OVERSEEDING OF U
F)BE LESPEnEZAS OVER THE FALL SEE7ED. TALL FESCUE IS VERY EFFECTIVE, USE Z
6. A LEAKAGE TEST SHALL BE PERFORMED ON EACH PRE CAST CONCRETE TANK. THIS CAN EITHER ACCOMPLISHED BY A 2
FIELDS 3 - 4 MONTHS CONTROL VEGETATIVE GROWTH FOR 111HUTA-ED BERMUDkGRASS SEED IN FALL, Z Q V a
MINUTE TEST WHERE A VACUUM OF 5 INCHES 15 HELD FOR 2 MINUTES; OR, A HYDROSTATIC WATER LEVEL TEST PROPER INSPECTIONS. CHECK FOR -+IIL AMENDMENTS
WHEREBYA DROP OF ONE-HALF INCH IS NOT EXCEEDED WITHIN A 24 HOUR PERIOD. EROSION, PONDING OF WATER, NPLI LIME AND FERT1LIZEF ACCORDING 70 TESTS, OR APPLY 4,000 LB/ACRE GROUND O m
SURFACING OF EFFLUENT. 6RICULTURE LIMESTONE AND 1,000 L13/ACRE 10-10-10 FERTILIZER O
7. IF TREES ARE NECESSARY TO BE REMOVED FROM SITE, CUT STUMPS FLUSH WITH GROUND, REMOVE CUTTINGS BY HAND.
8. ATWO STRAND WIRE FENCE SHALL BE INSTALLED SURRONDING THE EFFLUENTAPPLICATIONAREA. MEDIA FILTER 6 MONTHS MEASURE FLOW BY TIMING DRAW PPtY •1,000 LB/ACRE GRAIN STRAW, OR EQUIVALENT COVER OF ANOTHER SUITABLE U
DOWN IN THE PROCESSING TANK. ULCHING MATERIAL. ANCHOR MULCH BY TACKING WITH ASPHALT, ROVING OR NETTING.
9. ALL AUDIBLE AND VISUAL ALARMS FOR THE TREATMENT AND DISPOSAL SYSTEM SHALL BE EXTERNAL TO ANY CHECK FOR PONDING/CLOGGING. liETTNG IS THE PREFERRED ANCHORING METHOD ON STEEP SLOPES. O fr) 7 L Z
STRUCTURE. 12 MONTHS SAMPLE DISCHARGE WASTEWATER. AINTENAIVCE r
EFERPLIZE IN 7Hr SECOND YEAR UNLESS GROWTH I$ FULLY ADEQUATE, MAY BE MOWED
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10. A RAIN SENSOR (MINI CLIK BY HUNTER INDUSTRIES) OR RAIN CHECK (RAINBIRD IRRIGATION), OR EQUAL SHALL BE DRAW LABORATORY SAMPLES AND NCE OR TWCE P YE? R, BUT M❑WNG IS NOT NECESSARY. RESEED, FERTILIZE AND
REPORT TO a;iFNCIES. NLILCH DAMAGED AREAS IMMEDIATELY 0 Z
INSTALLED AT THE FIELD DOSING CONTROL PANEL, AND SHALL BE WIRED IN WITH THE OPERATIONAL CONTROLS WHICH
CAN PREVENT THE ACTIVATION OF THE FIELD DOSING PUMP DURING EXTREME WET WEATHER CONDITIONS. GENERAL NOTES: O N LLI 0
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11. ALL CONTROL PANEL ENCLOSURES FORTHE WASTEWATER TREATMENTAND DOSING COMPONENTS SHALL BE NEMA 4X. I. HOUSING AND OTHER STRUCTURES AS MIGHT BE SHOWN ON THESE PLANS ARE BASED UPON - - 1[ F- W
12. ALLSURFACERUNOFFRUNOFFSHALLBEDIVERTEDFROMTANKS,RISERS,ETC.TOPREVENTPONDINGORWET INFORMATION AVAILABLE. LOCATION OF DWELLING AND STRUCTURES ARE SUBJECT TO CHANGE OfBt1CD�AiLLIVDi5I11fBCIW1IIl7V O o �C
CONDITIONS NEAR OR AROUND THE TREATMENT, STORAGE, AND CONTROL PANEL AREAS. DURING CONSTRUCTION. PUMPS, HEAD LOSS CALCULATIONS, ETC. MAY NEED TO BE RE-EVALUATED s J < lu
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13. ALL TANK RISER LIDS SHALL BE A MINIMUM OF 6 INCHES ABOVE FINISHED GRADE. ALL RISER LIDS, AND CONTROL PANEL co
ALTERATIONS TO SUCH LOCATIONS ARE REQUIRED. ;
ENCLOSURES, SHALL BE LOCKABLE OR SECURED IN SOME FASHION TO PREVENT 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.- n • •
INSTALLER, OUTSIDE OF THIS AREA WILL NEED TO BE APPROVED BY THE SOILS CONSULTANT AND THE w
ENGINEER. CLEARING OF VEGETATION & TRESS LESS THAN 2" DIAMETER IS PERMITTED. '�w'"x •
GENERAL NOTES: OR STRUCTURES WITHIN THE REQUIRED
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3. THERE ARE NO KNOWN EXISTING WELLS, BUILDINGS,Q
BUFFERS.
1. TWO SEPARATE PANELS AR REQUI RED. ONE SHALL BE FOR THE PRE- OD 0
TREATMENT, AND ONE FOR THE DRIP DISPOSAL SYSTEM. 4. THERE ARE NO AREAS WITH THE APPLICATION AREA THAT ARE WITHIN THE 100 YEAR MM�ri •L�-I oe ON
2. EACH CONTROL PANEL SHALL BE A NEMA 4X STYLE- ENCLOSURE, FLOO D PLAI N. �m GD* MV ,,,
AND AS FABRICATED BY THE COMPONENT SUPPLIER. - DO
3. EACH CONTROL PANEL SHALL BE LOCATED AS CLOSE AS POSSIBLE 5. THE APPLICATION AREA SHALL BE MAINTAINED AS A WOODED OR "NATURAL" AREA SITE. "d w CV
TO THE COMPONENT 1T SERVES, MOUNTED A MINIMUM OF 36 INCHES O 0c
ABOVE GRADE, AND FASTENED SECURELY TO A POST OR BOARD.
4. THE INSTALLERS ELECTRICIAN SHALL MAKE THE INTERNAL PANEL 6. A LEAKAGE TEST SHALL BE PERFORMED ON ALL TANKS WHEREBY AN EXFILTRATION RATE SHALL"
CONNECTIONS FOR TE CONTROL CORDS (INPUT & OUTPUT, AND NOT EXCEED A ONE-HALF INCH DROP IN A 24-HOUR PERIOD, AS OBSERVED AND CERTIFIED BY THE rl -
GROUNDING ROD). EACH CONTROL PANEL SHALL CONTAIN A ENGINEER.
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 - CA C14 N
5. POWER CONTROL CIRCUITS TO THE PRETREATMENT CONTROL AIo•noam�nsw nnn lr1�I I
PANEL ASWELLASTHE DRIP DISPOSAL CONTROL PANEL SHALL PSI, AND A 5 PSI DROP IN A 2 HOUR PERIOD IS NOT EXCEEDED.
REQUIRE TWO CIRCUITS; ONE FOR THE PUMP OR BLOWER: AND, ONE - . _ O _c
FOR THE ALARM AND CONTROL CIRCUITRY.C-
6. A MINIMUM CONDUIT SIZE OF 1 I /2 INCH SHALL BE USED FOR
CONNECTIONS FROM PANEL TO PUMP TANKS. .
7. EACH CONTROL PANEL SHALL BE PROPERLY GROUNDED BY A O
PROPERLY SIZED CONDUCTOR SECURELY FASTENED TO A GROUND
ROD AT THE BASE OF THE CONTROL PANEL LOCATION.
8. OPEN CONDUIT ENDS SHALL HAVE REMOVABLE CLAY -TYPE DUCT
SEAL EMBEDDED AT IT ENDS TO PREVENT GASSES AND MOISTURE
FROM ENTERING THE CONTROL PANELS, DO NUT U E SILICONE, OA ,C��
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EXP
ED FOAM PRODUCTS.
9. THE PUMP POWER CORDS AND FLOAT SWITCH CABLES SHALL BE C ` •��i#
SUPPLIED IN A LENGTH SUITABLE SUCH THAT NO SPLICES WILL
OCCUR WITHIN THE PUMP TANKS. IF A SPLICE MUST BE MADE, IT Q�
SHALL OCCUR MADE ABOVE GRADE IN A NEMA 4X JUNCTION BOX, _
WITH ALL CABLE CLEARLY LABELED. SEAL I
I0.ALARMS SHALL BE AUDIBLE .AND VISIBLE. � 9810 f
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