WQ0042646_Application_20210701

Initial Review
Reviewer Thornburg, Nathaniel D
Is this submittal an application? (Excluding additional information.)*
r Yes r No
Permit Number (IR)* WQ0042646
Applicant/Permittee Michael J. Irwin and Michael J. Zurat
Applicant/Permittee Address 6580 Braddock Road, Alexandria, VA 22312
Is the owner in BIMS? r Yes r No Is the facility in BIMS? r Yes r No
Owner Type Individual
Facility Name 8508 Foxbridge Dr. SFR
County Union
Fee Category Single -Family Residence Fee Amount $60
Is this a complete
application?*
r Yes r No Complete App Date 07/01/2021
Signature Authority
Signature Authority Title
Signature Authority Email
Document Type (if non -application)
Email Notifications
Does this need review bythe hydrogeologist?* r Yes r No
Regional Office
CO Reviewer
Admin Reviewer
Below list any additional email address that need notification about a new project.
Email Address
Comments to be added to email notfication
Comments for Admin
Comments for RO

Comments for Reviewer
Comments for Applicant

Submittal Form
Project Contact Information
Rease provide information on the person to be contacted by PLB Staff regarding electibnittal, confirmation of receipt, other
.......................................................... electronic surece, aner correspondence.
_ -
Name * Kristy Green
Email Address*
kgreen@agriv,raste.com
Project Information
........ .....................................................................................................................................................
Application/Document Type* r New (Fee Req ui red)
• Modification - Major (Fee Required)
• Renewal with Major Modification (Fee
Required)
r Annual Report
• Additional Information
• Other
Phone Number*
9196296403
O Modification - Minor
C Renewal
C GW-59, NDMR, NDMLR, NDAR-1,
NDAR-2
r Residual Annual Report
r 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://edocs.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type:*
f Wastewater Irrigation
• Other Wastewater
r Closed -Loop Recycle
IT Single -Family Residence Wastewater
Irrigation
Applicant/Permittee *
Michael J. Irwin and Michael J. Zurat
Applicant/Permittee Address*
6580 Braddock Road, Alexandria, VA 22312
Facility Name *
8508 Foxbridge Dr. SFR
Please provide comments/notes on your current submittal below.
The system is a surface drip system that will serve a proposed 4-bedroom home.
• High -Rate Infiltration
• Reclaimed Water
r Residuals
r Other
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 Rans, Specifications, Calculations, Bc.)
Package - Irwin Final.pdf 27.92MB
Upload only 1 FLFdocurrent (less than 250 NB). Miltiple docurrents mist be combined into one RJFfile unless file is larger than
upload limit.
* V By checking this box, I acknowledge that I understand the application will not be
accepted for pre -review until the fee (if required) has been received by the Non -
Discharge Branch. Application fees must be submitted by check or money order
and made payable to the North Carolina Department of Environmental Quality
(NCDEQ). I also confirm that the uploaded document is a single PDF with all parts
of the application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Signature
Submission Date 6/15/2021

June 10, 2021

Nathaniel D. Thornburg
Environmental Program Supervisor III
NC Department of Environmental Quality
512 N. Salisbury Street
Raleigh, NC 27699

Subject: Irwin Property WWTS
8508 Foxbridge Drive
Weddington, NC 28104
SFR Wastewater Irrigation System
Union County
Parcel# 06-066-120

Dear Mr. Thornburg;

Please consider this information for an application for a single-family residence (SFR)
wastewater irrigation system. The property is located at 8508 Foxbridge Drive,
Weddington, NC. The AdvanTex treatment system and dripfield are designed for a four-
bedroom single family residence. The following information is included for your review.

Section A: Cover Letter
- Included as this letter.

Section B: Application Fee
- Application Fee Included.

Section C: SFR Wastewater Irrigation System Application
- Form Included (Appendix C).

Section D: Existing Permit
- N/A New Application.

Section E: Property Ownership Documentation
- Deed Included (Appendix E).

Section F: Soil Evaluation
- Report Included (Appendix F).

Section G: Engineering Plans
- Included (Appendix G).

Section H: System Specifications
- Included (Appendix H).

Section I: Engineering Calculations
- Included (Appendix I).

Section J: Site Map
- Map Included (Appendix J).

Section K: Operation and Maintenance Plan
- Plan Included (Appendix K).

Section L: Operation and Maintenance Agreement
- Agreement Included (Appendix L).

Section M: County Health Department Denial Letter
- County Correspondence Included (Appendix M).

Section N: Floodway Regulation Compliance
- The site is not located in the 100-year floodplain (per map).
- Information Included (Appendix N).

Section O: Threatened or Endangered Aquatic Species Documentation
- According to The Natural Heritage Program review, there are no
threatened or endangered aquatic species located within the project area.
- Information Included (Appendix O).

Section P: Other Environmental Permits
-N/A no stream or wetland crossings.

Thank you for your review of this information. If you have any questions or comments
on this information, please feel free to contact me at [e-mail] or via
telephone at 919-367-6310.

Best Regards,

Kevin Davidson, P.E.
V.P. of Engineering

Appendix B

Application Fee

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0600 SINGLE-FAMILY RESIDENCE WASTEWATER IRRIGATION SYSTEMS
INSTRUCTIONS FOR FORM: SFRWWIS 06-16 & SUPPORTING DOCUMENTATION
The Division of Water Resources will not accept an application package unless all instructions are followed. Plans,
specifications and supporting documents shall be prepared in accordance with 15A NCAC 02L .0100, 15A NCAC 02T .0100,
15A NCAC 02T .0600, 15A NCAC 18A .1900, Division Policies and good engineering practices. Failure to submit all required
items may result in the application being returned, and will necessitate additional processing and review time.
For more information, visit the Water Quality Permitting Non-Discharge Permitting Unit website

General When submitting a non-discharge application to the Water Quality Permitting Non-Discharge Permitting Unit,
please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these instructions
and checking the provided boxes will help produce a quicker review time by assisting the reviewer in locating the required materials
and potentially reducing the amount of requested additional information. Unless otherwise noted, the Applicant shall submit one
original and at least two copies of the application and supporting documentation.
A. Cover Letter (All Application Packages):
List all items and attached supporting documentation included in the application package, as well as a brief description of the
requested permitting action.
B. Application Fee (All New and Major Modification Application Packages):
Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental
Quality (NCDEQ).
The appropriate fee amount for new and major modification application packages may be found at: Standard Review Project
Fees.
C. Single-Family Residence Wastewater Irrigation Systems (FORM: SFRWWIS 06-16) Application (All Application Packages):
Submit the completed and appropriately executed Single-Family Residence Wastewater Irrigation Systems (FORM:
SFRWWIS 06-16) application. Any unauthorized content changes to FORM: SFRWWIS 06-16 shall result in the application
package being returned. If necessary for clarity or due to space restrictions, attachments to the application may be made, as
long as the attachments are numbered to correspond to the section and item to which they refer.
If the Applicant Type in Item I.2. is a corporation or company, provide documentation it is registered for business with the
North Carolina Secretary of State.
If the Applicant Type in Item I.2. is a partnership, sole proprietorship, trade name, or d/b/a, enclose a copy of the certificate
filed with the Register of Deeds in the county of business.
The facility name in Item II.2. shall be consistent with the facility name on the plans, specifications, agreements, etc.
-Family Residence Wastewater Irrigation Systems (FORM:
SFRWWIS 06-16) application shall be signed, sealed and dated by a North Carolina licensed Professional Engineer.
-Family Residence Wastewater Irrigation Systems (FORM: SFRWWIS
06-16) application shall be signed in accordance with 15A NCAC 02T .0106(b). Per 15A NCAC 02T .0106(c), an alternate
person may be designated as the signing official if a delegation letter is provided from a person who meets the criteria in 15A
NCAC 02T .0106(b).
If this project is for a renewal without modification, use the Non-Discharge System Renewal (FORM: NDSR) application.
D. Existing Permit (All Modification Packages):
Submit the most recently issued existing permit.
Provide a list of any items within the permit the Applicant would like the Division to address during the permit modification
(i.e., compliance schedules, permit description, monitoring, permit conditions, etc.).
E. Property Ownership Documentation (All Application Packages):
Per 15A NCAC 02T .0604(e), the Applicant shall demonstrate they are the owner of all property containing the wastewater
treatment, storage and irrigation facilities:
Legal documentation of ownership (i.e., contract, deed or article of incorporation), or
Written notarized intent to purchase agreement signed by both parties with a plat or survey map, or
Written notarized lease agreement that specifically indicates the intended use of the property and has been signed by both
parties, as well as a plat or survey map. Lease agreements shall adhere to the requirements of 15A NCAC 02L .0107.
Provide all agreements, easements, setback waivers, etc. that have a direct impact on the wastewater treatment, conveyance,
storage and irrigation facilities.
INSTRUCTIONS FOR FORM: SFRWWIS 06-16 & SUPPORTING DOCUMENTATION Page 1 of 4

F. Soil Evaluation (All Application Packages that include new irrigation sites):
Per 15A NCAC 02T .0604(b)and current Division Policy, submit a detailed soil evaluation that has been signed, sealed and
dated by a North Carolina Licensed Soil Scientist and includes at a minimum:
The report shall identify all the sites/fields with project name, location, and include a statement that the sites/fields were
recommended for the proposed land application activity.
Note, if the soil evaluation was performed more than one year prior to the submittal of this application package, a
statement shall be included indicating that the site has not changed since the original investigation.
Field delineated detailed soils map meeting all of the requirements of the Soil Scientist Evaluation Policy.
Soil profile descriptions meeting all of the requirements of the Soil Scientist Evaluation Policy.
Provide all soil boring logs performed at the site.
Standard soil fertility analysis conducted no more than one year prior to permit application for each map unit in the soil
map legend for the following parameters:
Acidity Exchangeable sodium percentage (by calculation) Phosphorus
Base saturation (by calculation) Magnesium Potassium
Calcium Manganese Sodium
Cation exchange capacity Percent humic matter Zinc
Copper pH
Note: The number of samples will vary depending upon the project size and past land use history. Multiple samples for
each map unit are required if the irrigation zones are separated, and cropland, pasture, hay land and wooded areas shall
be sampled separately for the same map unit due to past differences in soil fertility management.
Saturated hydraulic conductivity (K) data that shall include at a minimum:
SAT
A minimum of three K tests shall be conducted in the most restrictive horizon for each soil series in the soil map.
SAT
All K tests shall be conducted in areas representative of the site.
SAT
All K tests shall be run until steady-state equilibrium has been achieved.
SAT
All collected K data shall be submitted, including copies of field worksheets showing all collected readings.
SAT
Submit a soil profile description for each K data point that shall extend at least one foot below the tested horizon.
SAT
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 K rate to be used in determining the SFR Loading Rate Group for each soil/map
SAT
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 K measurements form the most restrictive soil horizon. The recommended loading rate must be in
SAT
accordance with the Single-Family Residence Wastewater Irrigation System Loading Rate Calculation Policy.
A completed copy of the Single-Family Residence Loading Rate Workbook (i.e., Project Information, Potential
Evapotranspiration, Precipitation, and Irrigation Area Calculations).
G. Engineering Plans (All Application Packages):
Per 15A NCAC 02T .0604(c)(1), submit standard size and 11 x 17-inch plan sets that have been signed, sealed and dated by a
North Carolina licensed Professional Engineer.
At a minimum, the engineering plans shall include the following items:
Table of contents with each sheet numbered, as well as cross-referenced with the appropriate application items.
A general location map with at least two geographic references, vicinity map, topographic map and site map.
A process and instrumentation diagram showing all flow, recycle/return, electrical paths, etc.
Plan and profile views of all treatment and storage units, including their piping, valves, and equipment (i.e., pumps, etc.),
as well as their dimensions and elevations.
Details of all piping, valves, pumps, precipitation/soil moisture sensors, etc.
A hydraulic profile from the treatment plant headworks to the highest irrigation point.
The irrigation area with an overlay of the suitable irrigation areas depicted in the Soil Evaluation.
Each nozzle/emitter and their wetted area influence, and each irrigation zone labeled as it will be operated.
Locations within the irrigation system of air releases, drains, control valves, highest irrigation nozzle/emitter, etc.
Plans shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT FOR
CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the plans may be labeled
with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
INSTRUCTIONS FOR FORM: SFRWWIS 06-16 & SUPPORTING DOCUMENTATION Page 2 of 4

H. Specifications (All Application Packages):
Per 15A NCAC 02T .0604(c)(2), submit specifications that have been signed, sealed and dated by a North Carolina licensed
Professional Engineer.
At a minimum, the specifications shall include the following items:
Table of contents with each section/page numbered, as well as cross-referenced with the appropriate application items.
Detailed specifications for each treatment/storage/irrigation unit, as well as all piping, valves, equipment (i.e., pumps,
etc.), nozzles/emitters, precipitation/soil moisture sensor, audible/visual high water alarms, liner material, etc.
Site Work (i.e., earthwork, clearing, grubbing, excavation, trenching, backfilling, compacting, fencing, seeding, etc.)
Materials (i.e., concrete, masonry, steel, painting, method of construction, etc.)
Electrical (i.e., control panels, etc.)
Means for ensuring quality and integrity of the finished product, including leakage, pressure and liner testing.
Specifications shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY,
NOT FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the
specifications may be labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
I. Engineering Calculations (All Application Packages):
Per 15A NCAC 02T .0604(c)(3), submit engineering calculations that have been signed, sealed and dated by a North
Carolina licensed Professional Engineer.
At a minimum, the engineering calculations shall include the following items:
Hydraulic and pollutant loading calculations for each treatment unit demonstrating how the designed effluent

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.
c.
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 Surveyor.
For clarity, multiple site maps of the facility with cut sheet annotations may be submitted.
At a minimum, the site map shall include the following:
A scaled map of the site with topographic contour intervals not exceeding two feet and showing all facility-related
structures and fences within the wastewater treatment, storage and irrigation areas.
Soil mapping units shown on all irrigation sites.
The location of all wells (including usage and construction details if available), streams (ephemeral, intermittent, and
perennial), springs, lakes, ponds, and other surface drainage features within 500 feet of all wastewater treatment, storage
and irrigation sites.
Delineation of the compliance and review boundaries per 15A NCAC 02L .0107(i) and .0108.
Setbacks as required by 15A NCAC 02T .0606.
Site property boundaries within 500 feet of all wastewater treatment, storage and irrigation sites.
All habitable residences or places of public assembly within 500 feet of all treatment, storage and irrigation sites.
K. Operation and Maintenance Plan (All Application Packages):
Per 15A NCAC 02T .0604(f), submit an operation and maintenance (O&M) plan encompassing all wastewater treatment,
storage and irrigation systems that at a minimum shall address:
How to perform routine inspections.
A maintenance schedule.
A troubleshooting guide.

A crop maintenance and management plan.
Note a final O&M Plan may be submitted with the partial and/or final Engineering Certification required under 15A NCAC
02T .0116, however, a preliminary O&M Plan shall be submitted with each application package.
L. Operation and Maintenance Agreement (All Application Packages):
Per 15A NCAC 02T .0604(h), submit a notarized Operation and Maintenance Agreement that has been signed and dated by
all deeded property owners.
INSTRUCTIONS FOR FORM: SFRWWIS 06-16 & SUPPORTING DOCUMENTATION Page 3 of 4

M. County Health Department Denial Letter (All New Application Packages):
Per 15A NCAC 02T .0604(g), provide a written letter from the local County Health Department denying the site for all
subsurface systems.
N. Floodway Regulation Compliance (All Application Packages where any portion of the wastewater treatment, storage and
irrigation system is located within the 100-year floodplain):
Per 15A NCAC 02T .0105(c)(8), provide written documentation from all local governing entities that the facility is in
compliance with Article 21 Part 6 of Chapter 143 of the General Statutes (i.e., § 143-215.51. through § 143-215.61.).
O. Threatened or Endangered Aquatic Species Documentation (All Application Packages):
Per 15A NCAC 02T .0105(c)(10)Natural Heritage Program demonstrating the
presence or absence of threatened or endangered aquatic species within the boundary of the wastewater treatment, storage
and irrigation facilities.
If the facility directly impacts such species, this documentation shall provide information on the need for permit conditions
pursuant to 15A NCAC 02B .0110.
P. Other Environmental Permits (All Application Packages that include stream or wetland crossings):
Per 15A NCAC 02T .0105(c)(6), submit a copy of either the approved permit/certification or a letter from the appropriate
review agency acknowledging receipt of the application for the following applicable permits/certifications:
Wetlands 401 Certification
US Army Corps of Engineers South Atlantic Division Nationwide 12 or Section 404 permit
Per 15A NCAC 02T .0105(c)(6), this application shall be considered incomplete or the resulting permit may be issued
conditionally, if a pending issuance of any of the aforementioned permits/certifications directly impact the facility herein.

THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON-DISCHARGE PERMITTING UNIT

By U.S. Postal Service: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 N. SALISBURY ST.
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604

TELEPHONE NUMBER: [phone] FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: SFRWWIS 06-16 & SUPPORTING DOCUMENTATION Page 4 of 4

State of North Carolina
Department of Environmental Quality
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: Michael Irwin and Michael Zurat
2. Applicant type: Individual Corporation General Partnership
3. Michael Irwin per 15A NCAC 02T .0106(b) Title: Owner
4. 6580 Braddock Road
City: Alexandria State: VA Zip: 22312-
5.
Telephone number: [phone] Fax number: ( ) - Email Address: [e-mail]
II. FACILITY INFORMATION:
1. Facility name: Irwin Property WWTS
2. Facility status: Existing or Proposed
3. 8508 Foxbridge Drive
City: Weddington State: NC Zip: 28104- County: Union
4. Wastewater Treatment Facility Coordinates: Latitude: 35 0210 Longitude: -80 4211
Provide the following latitude and longitude coordinate determination information:
Datum: NAD83 Level of accuracy: Nearest second Method of measurement:
Aerial photography with ground control
5. USGS Map Name: Matthews 2019
III. CONSULTANT INFORMATION:
1. Kevin D. Davidson License Number: 024582 Firm: Agri-Waste Technology, Inc.
501 N. Salem Street, Ste 203
City: Apex State: NC Zip: 27502-2315
Telephone number: [phone] Fax number: [phone] Email Address: [e-mail]
2. Chris McGee License Number: 1324 Firm: Agri-Waste Technology, Inc.
501 N. Salem Street, Ste 203
City: Apex State: NC Zip: 27502-2315
Telephone number: [phone] Fax number: ( ) - Email Address: [e-mail]
IV. GENERAL REQUIREMENTS 15A NCAC 02T .0100:
1. Application type: New Major Modification Minor Modification
If a modification, provide the existing permit number: WQ00!!!!! and most recent issuance date: !!!!!
2. Application fee: $71/11
3. Describe the origin of the wastewater and provide a brief project description: Sftjefoujbm!tjohmf!gbnjmz!exfmmjoh!
xjui!BewboUfy!qsfusfbunfou!boe!tvsgbdf!esjq!ejtqptbm
4. Wastewater flow: 591 GPD

FORM: SFRWWIS 06-16 Page 1 of 6

IV. GENERAL REQUIREMENTS 15A NCAC 02T .0100 (CONTINUED):
5.Using 15A NCAC 02T .0114, explain how the total wastewater flow was determined:
Flow Number
Establishment Type Flow Basis Flow
Per Unit of Units
4 Bedroom SFR gal/day 120 4 480 GPD
gal/ GPD
Total 480 GPD
6. Per 15A NCAC 02T .0105(c)(6), if the project includes any stream or wetland crossings, what is the status of the following
applicable permits/certifications?
Date Date
Permit/Certification Permit/Certification No. Agency Reviewer
Submitted Approved
Nationwide 12 or 404
Wetlands 401
7. What is the nearest 100-year flood plain elevation to the facility? 595.3 feet mean sea level. Source: FEMA Flood Map
Number 3710448700J
Are any treatment, storage or irrigation systems located within the 100-year flood plain? Yes or No
If yes, has documentation of compliance with Article 21 Part 6 of Chapter 143 of the G.S. been provided? Yes or No
V. DESIGN CRITERIA AND SETBACKS 15A NCAC 02T .0605 & .0606:
1. Provide the estimated influent and designed effluent concentrations from the engineering calculations to verify conformance
with 15A NCAC 02T .0605(b) for the following parameters:
Designed Effluent Minimum Required
Estimated Influent
Parameter Concentration Degree of Treatment
Concentration
(monthly average) Prior to Storage
Biochemical Oxygen Demand (BOD) 350 mg/l <10 mg/l
5
Total Suspended Solids (TSS) 200 mg/l <10 mg/l
Ammonia Nitrogen (NH-N) 100 mg/l <10 mg/l
3
Fecal Coliforms <100 per 100 ml
2. Per 15A NCAC 02T .0605(c), is the effluent placed directly in contact with GA classified groundwater? Yes or No
If yes, have predictive calculations demonstrating such placement will not contravene GA groundwater standards been
provided? Yes or No
3. Per 15A NCAC 02T .0605(d), are any of the treatment or storage units excavated into bedrock? Yes or No
If yes, has a 10 millimeter synthetic liner been provided? Yes (Plan Sheet: !!!!! & Specification Page: !!!!!) or No
4. In accordance with 15A NCAC 02T .0605(e), are any earthen treatment and storage facilities provided? Yes or No
5. In accordance with 15A NCAC 02T .0605(f), have any by-pass or overflow lines been provided? Yes or No
6. If any treatment, storage or irrigation systems are located within the 100-year flood plain, in accordance with 15A NCAC
02T .0605(g), which systems are affected and what measures being taken to protect them against flooding?
7. In accordance with 15A NCAC 02T .0605(h), has an operation and maintenance plan been submitted? Yes or No
8. In accordance with 15A NCAC 02T .0605(i), how will restricted access to the irrigation system be provided? Minimum Two-
Strand Fence
Are all treatment units and control panels locked to prevent entry? Yes or No
9. In accordance with 15A NCAC 02T .0605(j), do the designed irrigation loading rates (see Application Item VII.4.) exceed
the soil scientist recommended loading rates (see Application Item VII.3.)? Yes or No
10. In accordance with 15A NCAC 02T .0605(k), does the septic tank design adhere to 15A NCAC 18A .1900? Yes or No
FORM: SFRWWIS 06-16 Page 2 of 6

V. DESIGN CRITERIA AND SETBACKS 15A NCAC 02T .0605 & .0606 (CONTINUED):
11.In accordance with 15A NCAC 02T .0605(l), what is the specified method of disinfection? Ultraviolet
If chlorine, specify contact detention time provided: minutes and where contact time occurs:
If UV, specify the number of banks: 1, total lamps: 1 and maximum flow capacity: 6 GPM.
12. In accordance with 15A NCAC 02T .0605(m), has a minimum of five days of storage based on average daily flow between
the pump off float and inlet invert pipe been provided? Yes or No
13. In accordance with 15A NCAC 02T .0605(n), have all tanks containing pumps been provided with audible and visual alarms
that are external to any structure? Yes (Plan Sheet: XX.9 & Specification Page: Tfd/!I.7/8) or No
14. In accordance with 15A NCAC 02T .0605(o), has a precipitation or soil moisture sensor been provided?
Yes (Plan Sheet: XX.9 & Specification Page: Tfd/!I.7/8) or No
15. In accordance with 15A NCAC 02T .0605(p), has a minimum of 18 inches of vertical separation between the apparent
seasonal high water table (SHWT) and the ground surface been provided? Yes or No
16. In accordance with 15A NCAC 02T .0605(q), has a minimum of 12 inches of vertical separation between any perched
seasonal high water table (SHWT) and the ground surface been provided? Yes or No
17. In accordance with 15A NCAC 02T .0605(r), does the designed annual loading rate exceed 50 inches? Yes or No
18. Does the project comply with all setbacks found in the river basin rules (15A NCAC 02B .0200)? Yes or No
If no, list non-compliant setbacks:
19. Per 15A NCAC 02T .0606, verify setback compliance by providing the minimum field observed distance (ft) from the
eet
shall be marked N/A):
Irrigation Treatment /
Setback Parameter
System Storage Units
Any habitable residence or place of assembly under separate ownership or not to be
196' 242'
maintained as part of the project site
Any habitable residence or place of assembly owned by the Permittee to be maintained as
41'
part of the project site
Any private or public water supply source N.A. N.A.
Surface waters (streams intermittent and perennial, perennial waterbodies, and wetlands) 303' 442'
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) N.A.
Any well with exception of monitoring wells 178' 226'
Any property line 52' 86'
Top of slope of embankments or cuts of two feet or more in vertical height 182'
Any water line from a disposal system >10'
Any swimming pool 308'
Public right of way 50'
Nitrification field >50'
Any building foundation or basement 41'
20. Are any setback waivers proposed for this facility? Yes or No
If yes, in accordance with 15A NCAC 02T .0606(c), submit the appropriate setback waivers (FORM: NDWSW) that have
been notarized, signed by all parties involved and recorded with the County Register of Deeds. Waivers involving the
compliance boundary shall be in accordance with 15A NCAC 02L .0107.

FORM: SFRWWIS 06-16 Page 3 of 6

VI. WASTEWATER TREATMENT & STORAGE FACILITY DESIGN:
1.Type of treatment system: Septic Tank / Advantex
2. Provide the requested information for each treatment/storage unit and its associated mechanical equipment:
a. PRELIMINARY / PRIMARY TREATMENT (i.e., physical removal operations):
No. of Manufacturer or Dimensions (ft) / Volume Plan Sheet Specification
Treatment Unit
Units Material Spacings (in) (gal) Reference Reference
Septic Tank 1 Shoaf Precast Septic 10.5' x 5.5' x 5.83' 1500 WW-6 Sec. H-6.1
Select
Select
b. SECONDARY TREATMENT (i.e., physical, biological and recirculation processes):
No. of Manufacturer or Volume Plan Sheet Specification
Treatment Unit Dimensions (ft)
Units Material (gal) Reference Reference
Advantex Treatment 1 Orenco Systems, Inc. 8.5' x 5.17' x 6.0' 800 WW-6 Sec. H-6.5
Select !!!!! !!!!! !!!!! !!!!! !!!!! !!!!!
Select !!!!! !!!!! !!!!! !!!!! !!!!! !!!!!
c. DISINFECTION:
No. of Manufacturer or Volume Plan Sheet Specification
Treatment Unit Dimensions (ft)
Units Material (gal) Reference Reference
Ultraviolet 1 Orenco Systems, Inc. 3" Diameter 6 gpm WW-6 Sec. H-6.5
Select
d. PUMP/STORAGE TANK:
Total Effective Effective
Manufacturer or No. of Plan Sheet Specification
Dimensions (ft) Volume Volume Storage
Material Units Reference Reference
(gal) (gal) (days)
Shoaf Tank 2 23/6(y!7/6(y8/44( 3500 36:4/16 6/51 XX.7 Tfd/!I.7/2
!!!!! !!!!! !!!!! !!!!! !!!!! !!!!! !!!!! !!!!!
e. PUMPS:
Capacity
No. of Manufacturer / Plan Sheet Specification
Location Purpose
Pumps Type GPM TDH Reference Reference
16.75 12.9'
Treatment Pod 1 Recirculation Orenco Systems, Inc. WW-6 Sec. H-6.4
15.9 119.8'
Pump Tank 1 Field Dosing Orenco Systems, Inc. WW-8 Sec. H-6.4

f. BLOWERS:
No. of Manufacturer / Capacity Plan Sheet Specification
Location Units Served
Blowers Type (CFM) Reference Reference
N.A

g. MIXERS:
No. of Manufacturer / Power Plan Sheet Specification
Location Units Served
Mixers Type (hp) Reference Reference
N.A

FORM: SFRWWIS 06-16 Page 4 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? Hsbtt
3. Soil Evaluation recommendations:
Minimum Observed Recommended Recommended
Soil Series Fields within Soil Area Depth to SHWT Loading Rate Loading Rate
(ft) (in/hr) (in/yr)
0.5'!)7#<!!
Mjhovn!Tpjm!Tfsjft 2 /28 19.32
qsjps!up!gjmm*
!!!!! !!!!! !!!!! !!!!! !!!!!
!!!!! !!!!! !!!!! !!!!! !!!!!
!!!!! !!!!! !!!!! !!!!! !!!!!
!!!!! !!!!! !!!!! !!!!! !!!!!

4. Irrigation System Information (Note this table may be expanded for additional fields):

Designed Designed
Waterbody
11
Area Dominant Latitude Longitude
Field Rate Rate
Stream Index Classification
(acres) Soil Series (DMS) (DMS)
2
(in/hr) (in/yr)
No.
WS-IV; NSW,
1 0.37 Lignum 0.17 19.32 350211 -804211 27-5-(2)
CA
-
-
-
-
-
Total 0.37
1
Provide the following latitude and longitude coordinate determination information:
Datum: NAD83 Level of accuracy: Nearest second Method of measurement:
Aerial photography with ground control
2
For assistance determining the waterbody stream index number and its associated classification, instructions may be
downloaded at: https://ncdenr.s3.amazonaws.com/s3fs-
public/Water%20Quality/Aquifer%20Protection/LAU/Agreements/WSCA%2008-13.pdf.
Spray Irrigation Design Elements Drip Irrigation Design Elements
2
Nozzle wetted diameter: N.A ft Emitter wetted area: 6 ft
2
Nozzle wetted area: N.A ft Distance between laterals: 3 ft
Nozzle capacity: N.A GPM Distance between emitters: 2 ft
Nozzle manufacturer/model: N.A / N.A Emitter capacity: 0.61 GPH
American Manufacturing
Elevation of highest nozzle: N.A ft Emitter manufacturer/model:
Comapny , Inc. / Bioline
Specification Reference: N.A Elevation of highest emitter: 642 ft
Specification Reference: WW-7, Sec. H-6.8

FORM: SFRWWIS 06-16 Page 5 of 6

Professional Engineer's Certification:
Kevin D. Davidson
I, attest that this application for

Irwin Property WWTS

(Facility name from Application Item II.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best of my
knowledge the proposed design has been prepared in accordance with this application package and its instructions, as well as all
applicable regulations and statutes. Although other professionals may have developed certain portions of this submittal package,
inclusion of these materials under my signature and seal signifies that I have reviewed this material and have judged it to be consistent
with the proposed design.
Note: In accordance with General Statutes 143-215.6A and 143-215.6B, 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 .0106(b):
Michael Irwin
I, attest that this application for

Irwin Property WWTS

(Facility name from Application Item II.1.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge of wastewater
from this non-discharge system to surface waters or the land will result in an immediate enforcement action that may include civil
penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a
condition of this permit be violated. I also understand that if all required parts of this application package are not completed and that
if all required supporting information and attachments are not included, this application package will be returned to me as incomplete.
I further certify that the applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater
facility without proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are
compliant with any active compliance schedule, and do not have any overdue annual fees per 15A 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 well as civil penalties up to $25,000 per violation.
Signature: Date:
FORM: SFRWWIS 06-16 Page 6 of 6

Soil Suitability for Single-Family Residence Wastewater Irrigation Systems
8508 Foxbridge Dr. Weddington, NC. 28104
Union County (Parcel ID 06066120)

PREPARED FOR: Michael Irwin, Owner

PREPARED BY: Christopher McGee, LSS
Senior Soil Scientist

Trevor Hackney, Environmental
Scientist

DATE: June 10, 2021

Agri-Waste Technology, Inc. (AWT) was contracted by the Irwin family to provide LSS
permitting assistance for a single-family residence wastewater irrigation system for the property
located at 8508 Foxbridge Drive, Weddington, NC. A single-family residence is proposed for
construction on the property. The following report and attachments summarizes the findings of
the evaluations performed by AWT from January through April 2021. A preliminary soil
evaluation, a detailed soil evaluation, and Hydraulic Conductivity (KSAT) tests were performed
on the property. Referenced property maps, provided by Union County GIS and the recorded plot
plan are included in Attachment 1.

The approximate 3-acre tract was evaluated in an effort to construct a new 4-bedroom single
family home. The majority of the property is currently utilized as pasture. There is a drainage
feature in the south eastern portion of the property. During the evaluation there was standing
surface water in low areas across the pasture. The slopes range from 3-7% on this property.

Soils in the region are mapped Georgeville series based on the USDA-NRCS general soil
maps of the area. The soils evaluated on this property did not match the typical characteristics
expected of Georgeville soils. The limiting feature of the soil borings advanced on this property
are shallow indications of saturation. In general, the depth to SHWT was 6-16 throughout the
proposed area of utilization, with small areas of micro-topography that will be mitigated through
the use of fill soil. AWT identifies the soil to be more consistent with what would be expected of
Cid-Lignum Complex (Lignum Soil Series).

After conducting the preliminary evaluation, and area near the southwest corner of the property
was selected for a surface irrigation system. This area was selected due to existing soils being
most favorable within this zone. AWTs evaluation map is included in Attachment 2. Due to the
size of the lot and the amount of usable area, drip dispersal will be required.

The drawing in Attachment 3 details the locations of the relevant site features/setbacks, proposed
soils area for irrigation, and saturated hydraulic conductivity (KSAT) test locations. Written
descriptions of borings performed at each KSAT test location and a deep soil boring are included
in Attachment 4. A standard soil fertility sample was obtained for the surface horizon and is
included in Attachment 5.

Saturated Hydraulic Conductivity (KSAT) Tests
A total of three K SAT tests were conducted during the field work phase of the project. The
purpose of these tests was to determine permeability within the most restrictive soil horizon
(generally the Bt or BC horizons). The depth to this horizon varied depending on landscape
position and desire to keep the test water column retained within the most limiting zone. All
tests were performed with a Johnson Permeameter. The results are summarized below. The
calculation sheets and any supporting documents are included in Attachment 6. Results have
been rounded to three decimal places

Table 1. Saturated Hydraulic Conductivity (KSAT) Data
KSAT Test Identification KSAT Test Depth Permeability
inches in/hr
1 32 0.051
2 42 0.003
3 34 0.014
Geometric Mean 0.013

Loading Rate and Dripfield Computations and Recommendations
Based on the K SAT data, a permeability rate of 0.013 in/hr (geometric mean of the 3 K SAT
measurements) is recommended to be used in the water balance computation for this system.
The wastewater irrigation rate shall be determined using the above K SAT data in accordance with
the Single-Family Residence Wastewater Irrigation System Loading Rate Calculation Policy and
the Single-Family Residence Loading Rate Workbook. Due to the variation in the data and
existing site conditions, we recommend a drainage coefficient of 0.325 not be exceeded. The
instantaneous application rate should not exceed 0.20 in/hour. The surface soil texture and
vegetation should allow adequate infiltration at this rate. Local precipitation data should be
considered as part of the loading rate workbook.

As part of the water balance, the approximate land area required for an irrigation system is
calculated based on the size of the proposed residence and the loading rate of the soil. Based on
16,485 sq. ft. of usable area
is available for the dripfield. The recommended annual hydraulic loading rate is 19.5 inches per
2

year or less. We are maintaining a suggested rate in SFR Group C
suitable for the proposed system is greater than this minimum size.

To maintain consistent separation depth to SHWT conditions, some fill soil will be required in
low/rutted spots within the proposed utilization areas. Site wide a recommendation of 3 inches of
fill with some locations in the northwest and southeast receiving closer to 6 inches of fill. Natural
topography is ideal to shed surface water, and this will not be adjusted.

Up to 6 inches of suitable fill soil may be required in these isolated spots. Final determination
will be made by the contractor and soil scientist. Fill material shall have the following
characteristics:

1) Coarse fragments as defined by USDA (2 mm to 3.0 inches) shall not exceed 10% by
volume of the volume of the fill material.
2) Fill material shall not contain more than 5% organic matter (including leaf debris,
twigs, sticks, etc.)
3) Fill material shall not include any construction debris such as bricks, concrete,
construction wood materials, or any components or fragments of such.
4) Fill material shall classify under one of the following USDA soil texture classes:
sandy loam, loam, or silt loam. Particle size analysis may be confirmed by a third-party
testing laboratory if necessary.
5) With 6 inches of fill added in low-lying or rutted areas, the depth to SHWT will allow
buffer to maintain minimum depth to SHWT of 12 inches after installation and operation.
Light tillage of the fill with the topsoil should occur if compaction is a concern, however,
this tillage should not exceed 6 inches below the natural soil surface. Removal of existing
vegetation prior to fill addition is necessary to allow a good gradation between fill and
present soil surface.

It is recommended that borings be performed in spots which are filled to confirm adequate
SHWT separation upon completion of installation and prior to start-up. The contractor should
ensure that proper seeding and compaction practices are followed.

Summary of Design Considerations:
1) Geometric Mean of Saturated Hydraulic Conductivity: 0.013 inches/hour
2) Water Balance Drainage Coefficient: 32.5% (or less)
3) Maximum Instantaneous Infiltration Rate: 0.20 inches/hour
4) Maximum Yearly Loading: 19.5 (or less)
5) Area available for proposed wastewater dripfield: 16,485
6) Fill material up to 6 inches may be necessary in isolated low lying/rutted areas and in
the northwest and south east portions of the dripfield area.

Sincerely,

Christopher McGee, LSS Trevor Hackney, Environmental Scientist

3

ATTACHMENT 1: Current Plot Plan/GIS Map

4

ATTACHMENT 2: AWT Evaluation Map

5

ATTACHMENT 3: Site Plan Drawing

6

ATTACHMENT 4: Profile Descriptions

7

Parcel ID#: 06066120
Property Recorded: Yes
County: Union

SOIL/SITE EVALUATION
FOR
ON-SITE WASTEWATER SYSTEM

Applicant: Michael Irwin Owner: X Agent: Phone:
Address: c/o AWT Dates Evaluated: April 2021
Proposed Facility: Single Family Residence
Property Size: ~3.3 acres
Location Site: 8508 Foxbridge Dr. Weddington, NC. 28104
Water Supply: On Site Well X Comm. Well Public Other Evaluation Method: Auger Boring: X Pit

PROFILE 1: Ksat Test Location #1 L Landscape (5-7% Slope)

Mottle
Horizon/ (a)(1) (a)(2) (a)(3) Consistence Consistence
Matrix Mottles
Abundance
Depth (IN) Texture Structure Minerology (Wet) (Moist)

/ Contrast
A 0-1310YR 6/3 - - SiCL GR SEXP SS, SP Fr
Bt 13-35 10YR 8/2 10YR 5/6 2, m, D C ABK EXP S, P Fi
BC 35-44 10 YR 7/2 10YR 6/6 2, m, D SiCL M SEXP SS, SP Fr

Comments: Most Restrictive Horizon K Test, Depth 32
SAT
PROFILE 2: Ksat Test Location #2 L Landscape (5-7% Slope)

Mottle
Horizon/ (a)(1) (a)(2) (a)(3) Consistence Consistence
Matrix Mottles
Abundance
Depth (IN) Texture Structure Minerology (Wet) (Moist)

/ Contrast
A 0-1410YR 6/3 - - SiL GR SEXP NS, NP Fr
Bt1 14-33 10YR 5/6 10YR 8/2 2, m, D SiCL ABK EXP S, P Fi
Bt233-45 10YR 6/6 10YR 7/2 2, m, D SiC M EXP VS, VP VFi
BC 45-55 10YR 7/2 10YR6/6 2, m, D SiCL M SEXP SS, SP Fr

Comments: Most Restrictive Horizon K Test, Depth 42
SAT

PROFILE 3: Ksat Test Location #3 N Landscape (5-7% Slope)

Mottle
Horizon/ (a)(1) (a)(2) (a)(3) Consistence Consistence
Matrix Mottles
Abundance
Depth (IN) Texture Structure Minerology (Wet) (Moist)

/ Contrast
A 0-6 10YR 6/3 - - SiL GR SEXP NS, NP Fr
Bt16-19 10YR 5/6 10YR 7/2 2, c, D SiCL ABK EXP SS, SP Fi
Bt219-25 10YR 6/6 10 YR 7/2 3, m, D C ABK EXP S, P Fi
Bt3 25-44 10YR 7/6 10YR 8/2 3, m, D SiC M EXP S, P VFi
BC 44-48+ 10YR 6/6 10YR 7/2 3, m, D SiCL M SEXP SS, SP Fr

Comments: Most Restrictive Horizon K Test, Depth 34
SAT
PROFILE 4: Deep Soil Boring L (5-7% Slope)

Mottle
Horizon/ (a)(1) (a)(2) (a)(3) Consistence Consistence
Matrix Mottles
Abundance
Depth (IN) Texture Structure Minerology (Wet) (Moist)

/ Contrast
A 0-1210YR 6/3 - - SiL GR SEXP NS, NP Fr
Bt112-25 10YR 5/6 10YR 7/2 2, c, D SiCL WSBK EXP S, P Fi
Bt225-38 10YR 6/6 10 YR 7/2 3, m, D C ABK EXP S, P Fi
BC 38-58 10YR 7/6 10YR 8/2; 10YR 5/6 3, m, D SiC M SEXP SS, SP Fr
AR 58+ - - - - - - - -

Comments: Auger Refusal observed at 58
EVALUATED BY: Chris McGee & Trevor Hackney
COMMENTS:

LEGEND OF ABBREVIATIONS FOR SOIL/SITE EVALUATION FORM

LANDSCAPE POSITION STRUCTURE MOTTLES
CC Concave Slope G Single Grain 1 Few
CV Convex Slope M Massive 2 Common
DS Debris Slump CR Crumb 3 Many
D Depression GR Granular
DW Drainage Way SBK Subangular Blocky f Fine
FP Flood Plain ABK Angular Blocky m Medium
FS Foot Slope PL Platy c Coarse
H Head Slope PR Prismatic
I Interfluve F Faint
L Linear Slope D Distinct
N Nose Slope P Prominent
P Pocosin
R Ridge
S Shoulder
T Terrace
MOIST CONSISTENCE WET CONSISTENCE MINERALOLOGY
VFr Very Friable NS Non Sticky NEXP Non Expansive
Fr Friable SS Slightly Sticky SEXP Slightly Expansive
Fi Firm S Sticky EXP Expansive
VFi Very Firm VS Very Sticky
EFi Extremely Firm
NP Non Plastic
SP Slightly Plastic
P Plastic
VP Very Plastic

ATTACHMENT 5: NCDA Soil Fertility Analysis

8

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ATTACHMENT 6: KSAT Information
9

Solution: USBR 7300-89 Condition I (Deep WT or Impermeable layer)
Constant-Head Borehole Permeameter Test
USBR-7300-89-Cond. I
IrwinKSAT #1 Solution and Terminology (USBR 7300-89 Condition I)*
220.520.5
K)\[ln{H/r+((H/r)+1)}-((H/r)+1)/(H/r)+1/(H/r))\]
T. Hackney & C. McGee
B
Project Location...:Fox Bridge Drive, Matthews, NCApril 27, 2021where:
K: (Coefficient of Permeability) @ base Tmp. T °C:
25
32 in(Specify units)WCU Base Ht. h:10.0 cm***
BB
Q: Rate of flow of water from the borehole
Boring Diameter...:8.9 cmWCU Susp. Ht. S:15.2 cm
H: Constant height of water in the borehole
4.45 cmConst. Wtr. Ht. H:25.2 cm
°C r: Radius of the cylindrical borehole
Soil/Water Tmp. T:255.7
V: Dynamic viscosity of water @ T °C/Dyn. Visc. of water @ T°C
Dyn. Visc. @ T.:
0.000891 kg/m·s 0.000891 kg/m·s
B
B
Interval Elapsed Time --------------------- K Equivalent Values --------------------------
Volume OutFlow Rate Q
VOLUMETIME
B
(ml)(ml) (h:mm:ss A/P)(hr:min:sec)(min) (ml/min) (cm/sec)(cm/day)(in/hr)(ft/day)
(µ m/sec)
Start Soak11:20:00 AM
2,990#VALUE!11:50:00 AM0:30:0030.00#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!
2,77022012:20:00 PM0:30:0030.007.330.54.89E-054.20.070.14
2,57020012:50:00 PM0:30:0030.006.670.44.44E-053.80.060.13
2,3851851:20:00 PM0:30:0030.006.170.44.11E-053.60.060.12
2,2051801:50:00 PM0:30:0030.006.000.44.00E-053.50.060.11
2,0601452:20:00 PM0:30:0030.004.830.33.22E-052.80.050.09
1,9001602:50:00 PM0:30:0030.005.330.43.56E-053.10.050.10
1,7401603:20:00 PM0:30:0030.005.330.43.56E-053.10.050.10
1,5701703:50:00 PM0:30:0030.005.670.43.78E-053.30.050.11
Total Time
S, P Enter K Value:3.63E-013.63E-053.10.050.10
B
Averaged Last 3 Values
(min)
USDA Txt./USCS Class: C; ABK
Water Table Depth...:10+ ft.
Struct./% Pass. #200..:
Init. Saturation Time.:270.00
*USBR 7300-89. Condition I exists when the distance from the water surface in the borehole to the water table or an impermiable layer is 3X the depth of the water in the borehole. **H/r
10. ***Model JP-M1: h =
15cm, Model JP-M2 (3"): h = 10cm, Model JP-JR2 (2") h = 17cm. Johnson Permeameter, LLC. Revised 12/04/2015
Flow Rate Q vs. Total Elapsed Time
)
9.00
8.00
7.00
te Q (ml/min
6.00
w Ra
Flo
5.00
4.00
3.00
2.00
1.00
0.00
050100150200250300
Total Elapsed Time (min)

Solution: USBR 7300-89 Condition I (Deep WT or Impermeable layer)
Constant-Head Borehole Permeameter Test
USBR-7300-89-Cond. I
IrwinKSAT #2 Solution and Terminology (USBR 7300-89 Condition I)*
220.520.5
K)\[ln{H/r+((H/r)+1)}-((H/r)+1)/(H/r)+1/(H/r))\]
T. Hackney & C. McGee
B
Project Location...:Fox Bridge Drive, Matthews, NCApril 27, 2021where:
K: (Coefficient of Permeability) @ base Tmp. T °C:
25
42 in(Specify units)WCU Base Ht. h:10.0 cm***
BB
Q: Rate of flow of water from the borehole
Boring Diameter...:8.9 cmWCU Susp. Ht. S:15.2 cm
H: Constant height of water in the borehole
4.45 cmConst. Wtr. Ht. H:25.2 cm
°C r: Radius of the cylindrical borehole
Soil/Water Tmp. T:255.7
V: Dynamic viscosity of water @ T °C/Dyn. Visc. of water @ T°C
Dyn. Visc. @ T.:
0.000891 kg/m·s 0.000891 kg/m·s
B
B
Interval Elapsed Time --------------------- K Equivalent Values --------------------------
Volume OutFlow Rate Q
VOLUMETIME
B
(ml)(ml) (h:mm:ss A/P)(hr:min:sec)(min) (ml/min) (cm/sec)(cm/day)(in/hr)(ft/day)
(µ m/sec)
Start Soak11:38:00 AM
3,250#VALUE!11:51:00 AM0:13:0013.00#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!
3,2401012:21:00 PM0:30:0030.000.330.02.22E-060.20.000.01
3,235512:51:00 PM0:30:0030.000.170.01.11E-060.10.000.00
3,220151:21:00 PM0:30:0030.000.500.03.33E-060.30.000.01
3,190301:51:00 PM0:30:0030.001.000.16.67E-060.60.010.02
3,175152:21:00 PM0:30:0030.000.500.03.33E-060.30.000.01
3,165102:51:00 PM0:30:0030.000.330.02.22E-060.20.000.01
3,155103:21:00 PM0:30:0030.000.330.02.22E-060.20.000.01
3,145103:51:00 PM0:30:0030.000.330.02.22E-060.20.000.01
Total Time
S, P Enter K Value:2.22E-022.22E-060.20.000.01
B
Used Last Value
(min)
USDA Txt./USCS Class:M; SiC Water Table Depth...:10+ ft.
Struct./% Pass. #200..:Init. Saturation Time.:253.00
*USBR 7300-89. Condition I exists when the distance from the water surface in the borehole to the water table or an impermiable layer is 3X the depth of the water in the borehole. **H/r
10. ***Model JP-M1: h =
15cm, Model JP-M2 (3"): h = 10cm, Model JP-JR2 (2") h = 17cm. Johnson Permeameter, LLC. Revised 12/04/2015
Flow Rate Q vs. Total Elapsed Time
)
1.20
1.00
te Q (ml/min
0.80
w Ra
Flo
0.60
0.40
0.20
0.00
050100150200250300
Total Elapsed Time (min)

Solution: USBR 7300-89 Condition I (Deep WT or Impermeable layer)
Constant-Head Borehole Permeameter Test
USBR-7300-89-Cond. I
IrwinKSAT #3 Solution and Terminology (USBR 7300-89 Condition I)*
220.520.5
K)\[ln{H/r+((H/r)+1)}-((H/r)+1)/(H/r)+1/(H/r))\]
T. Hackney & C. McGee
B
Project Location...:Fox Bridge Drive, Matthews, NCApril 27, 2021where:
K: (Coefficient of Permeability) @ base Tmp. T °C:
25
34 in(Specify units)WCU Base Ht. h:10.0 cm***
BB
Q: Rate of flow of water from the borehole
Boring Diameter...:8.9 cmWCU Susp. Ht. S:15.2 cm
H: Constant height of water in the borehole
4.45 cmConst. Wtr. Ht. H:25.2 cm
°C r: Radius of the cylindrical borehole
Soil/Water Tmp. T:255.7
V: Dynamic viscosity of water @ T °C/Dyn. Visc. of water @ T°C
Dyn. Visc. @ T.:
0.000891 kg/m·s 0.000891 kg/m·s
B
B
Interval Elapsed Time --------------------- K Equivalent Values --------------------------
Volume OutFlow Rate Q
VOLUMETIME
B
(ml)(ml) (h:mm:ss A/P)(hr:min:sec)(min) (ml/min) (cm/sec)(cm/day)(in/hr)(ft/day)
(µ m/sec)
Start Soak11:30:00 AM
2,865#VALUE!11:52:00 AM0:22:0022.00#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!
2,7858012:22:00 PM0:30:0030.002.670.21.78E-051.50.030.05
2,7107512:52:00 PM0:30:0030.002.500.21.67E-051.40.020.05
2,650601:22:00 PM0:30:0030.002.000.11.33E-051.20.020.04
2,600501:52:00 PM0:30:0030.001.670.11.11E-051.00.020.03
2,565352:22:00 PM0:30:0030.001.170.17.78E-060.70.010.02
2,520452:52:00 PM0:30:0030.001.500.11.00E-050.90.010.03
2,475453:22:00 PM0:30:0030.001.500.11.00E-050.90.010.03
2,430453:52:00 PM0:30:0030.001.500.11.00E-050.90.010.03
Total Time
S, P Enter K Value:1.00E-011.00E-050.90.010.03
B
Used Last Value
(min)
USDA Txt./USCS Class:M; SiC Water Table Depth...:10+ ft.
Struct./% Pass. #200..:Init. Saturation Time.:262.00
*USBR 7300-89. Condition I exists when the distance from the water surface in the borehole to the water table or an impermiable layer is 3X the depth of the water in the borehole. **H/r
10. ***Model JP-M1: h =
15cm, Model JP-M2 (3"): h = 10cm, Model JP-JR2 (2") h = 17cm. Johnson Permeameter, LLC. Revised 12/04/2015
Flow Rate Q vs. Total Elapsed Time
)
3.00
2.50
te Q (ml/min
2.00
w Ra
Flo
1.50
1.00
0.50
0.00
050100150200250300
Total Elapsed Time (min)

Irwin Property WWTS
SFR Wastewater Irrigation System
Union County

Project Specifications

FINAL DESIGN
NOT RELEASED FOR CONSTRUCTION

SEAL:

Client: Michael Irwin
6580 Braddock Road
Alexandria, VA 22312

Property Location: 8508 Foxbridge Drive
Weddington, NC 28104
Parcel# 06-066-120
Union County

Project Engineer: Kevin D. Davidson, P.E.
Agri-Waste Technology, Inc.
501 N. Salem Street
Suite 203
Apex, NC 27502

Date: June 10, 2021

Table of Contents
1.0 General Project Specifications
1.1 Project Description
1.2 Site Description
1.3 Adjacent Property
1.4 Soils and Water Table
2.0 Material Management Practices
2.1 Housekeeping
2.2 Hazardous Products
2.3 Product Safety Practices
2.3.1 Petroleum Products
2.3.2 Fertilizers
2.4 Spill Control Practices
3.0 Site Work
3.1 Construction Roads and Parking
3.2 Tree Preservation and Protection
3.3 Removal of Topsoil
3.4 Addition of Fill Material
3.5 Permanent Seeding
3.5.1 Seedbed Requirements
3.5.2 Soil Conditioner
3.5.3 Seedbed Preparation
3.5.4 Seeding
3.5.5 Irrigation
3.5.6 Mulch all plantings immediately after seeding
3.5.7 Application of Organic Mulch
3.5.8 Anchoring Organic Mulch
3.5.9 Permanent Stabilization
4.0 Installer Specification
5.0 Material Specifications
5.1 Concrete Tanks
5.2 Piping
5.3 Electrical Requirements
6.0 Component Specifications
6.1 Concrete Tanks (Septic Tank, Pump Tank)
6.2 Access Risers
6.3 Drain Line
6.4 Pumps
6.5 AdvanTex Treatment Unit
6.6 UV Disinfection
6.7 Control Panel
6.8 Drip Components and Fence
6.9 Irrigation Headworks

1.0. General Project Specifications

1.1 Project Description

The purpose of the project is to install a wastewater treatment system and surface dripfield to
accommodate wastewater from a four-bedroom single-family residence. The treatment system will
consist of a septic tank, an AdvanTex Treatment unit with integral recirculation tank, UV
disinfection, pump tank, irrigation headworks, and a control panel. The surface drip irrigation
system covers approximately 0.37 acres.

1.2 Site Description

The project site consists of property located at 8508 Foxbridge Drive, Weddington, NC in Union
County (recently combined from lots 9, 10, and 11. The residence and treatment components
will be located to the east of Foxbridge Drive in the central portion of the property. The dripfield
will be located on the southern portion of the property to.

The wooded portion of the drip field is to be partially cleared for the installation of the residence
and drainfield. There are several setbacks that have been considered for the location of the
treatment unit and dripfield. The location of the treatment unit and dripfield are shown on the
system drawings.

1.3 Adjacent Property

The surrounding area at the residence site is suburban and occupied by primarily single-family
residences. The dripfield is to be located a minimum of 1-site residence, 100' from
any surface water body, and 50' from any property line or public right-of-way.

1.4 Soils and Water Table

The soil in the project area is predominately Georgeville series and is above the groundwater table.

2.0. Material Management Practices

The following are the material management practices that will be used to reduce the risk of spills and
other accidental exposure of materials and substances to storm water runoff.

2.1 Housekeeping

The following good housekeeping practices will be followed on site during the construction project.

An effort will be made to store only enough product required to do the job.
All materials stored on site will be stored in a neat orderly manner in their appropriate containers
and, if possible, under a roof or other enclosure.
Products will be kept in their original containers with the os label.
Substances will not be mixed with one another unless recommended by the manufacturer.
Whenever possible, all of a product will be used before disposing of the container.
recommendations for proper use and disposal will be followed.
The site superintendent will inspect daily to ensure proper use and disposal of materials on site.

2.2 Hazardous Products

These practices are used to reduce the risks associated with hazardous materials:

Products will be kept in original containers unless they are not re-sealable.
Original labels and Material Safety Data Sheets (MSDS) will be retained as they provide
important product information.
If surplus product must be disposed of, the manufacturers or local and state recommended
methods for proper disposal will be followed.

2.3 Product Safety Practices

The following product safety practices will be followed on site:

2.3.1 Petroleum Products

All on site vehicles will be monitored for leaks and receive regular preventive maintenance to reduce
the chance of leakage. Petroleum products will be stored in tightly sealed containers which are
clearly labeled.

2.3.2 Fertilizers

Fertilizers used will be applied at recommended agronomic rates. Once applied, fertilizer will be
worked into the soil to limit exposure to storm water. The contents of any partially used bags of
fertilizer will be transferred to a sealable plastic bin to avoid spills.

2.4 Spill Control Practices

The following practices will be followed for spill prevention and cleanup:
Mans recommended methods for spill cleanup will be clearly understood and site
personnel will be made aware of the procedures and the location of the information and cleanup
supplies.
Materials and equipment necessary for spill cleanup will be kept in the material storage area on
site. Equipment and materials will include but not be limited to brooms, dust pans, mops, rags,
gloves, goggles, kitty litter, sand, sawdust, and plastic and metal trash containers specifically for
this purpose.
All spills will be cleaned up immediately after discovery.
The spill area will be kept well ventilated and personnel will wear appropriate protective
clothing to prevent injury from contact with a hazardous substance.
Spills of toxic or hazardous material will be reported to the appropriate state or local government
agency, regardless of size.
The spill prevention plan will be adjusted to include measures to prevent this type of spill from
reoccurring and how to clean up the spill if there is another one. A description of the spill, what
caused it, and the cleanup measures will also be included.
, the site superintendent responsible for the day-to-day site operations, will
be the spill prevention and cleanup coordinator. He will designate at least other site
personnel who will receive spill prevention and cleanup training. These individuals will each
become responsible for a particular phase of prevention and cleanup.

3.0. Site Work

The site shall be maintained in an orderly and clean fashion. Debris should be confined to a
common area and removed weekly. The minimum area needed shall be disturbed. Due to the small
footprint of the project, a formal erosion and control plan has not been developed. However,
contractor shall follow standard practices to minimize any adverse effects from the installation of the
system.

3.1 Construction Roads and Parking

Construction roads and parking areas are to be inspected periodically for condition of surface. Top-
dress with new gravel as needed. Check areas for erosion and sedimentation after runoff-producing
rains. Maintain all vegetation in a healthy, vigorous condition. Sediment-producing areas should be
treated immediately.

3.2 Tree Preservation and Protection

Some clearing of trees will be required for the installation of the drain line connecting the facility to
the treatment unit. Care shall be taken to minimize the disturbed area during installation. In spite of
precautions, some damage to protected trees may occur. In such cases, repair any damage to the
crown, trunk, or root system immediately.

- Repair roots by cutting off the damaged areas and painting them with tree paint. Spread peat
moss or moist topsoil over exposed roots.

- Repair damage to bark by trimming around the damaged area as shown in Figure 1 below,
taper the cut to provide drainage, and paint with tree paint.

- Cut off all damaged tree limbs above the tree collar at the trunk or main branch. Use three
separate cuts as shown in Figure 2 to avoid peeling bark from healthy areas of the tree.

Figure 1. Trim bark wounds with a tapered cut, then apply tree paint.

Figure 2. Prune damaged branches with three cuts to avoid peeling bark from the tree when tree trunk falls
from tree.

To the degree possible, the vegetation that is removed during the drain line installation shall be
shredded on site and used to cover the drain line installation. Larger material shall be removed from
the site and disposed of properly.

3.3 Removal of Topsoil

MATERIALS
Determine whether the quality and quantity of available topsoil justifies selective handling. Quality
topsoil has the following characteristics:

- Texture- loam, sandy loam, and silt loam are best; sandy clay loam, silty clay loam, clay
loam, and loamy sand are fair. Do not use heavy clay and organic soils such as peat or muck
as topsoil.
- Organic matter content- (sometimes referr) should be greater than
1.5% by weight.
- Acidity- pH should be greater than 3.6 before liming, and liming is required if it is less than
6.0.
- Soluble salts- should be less than 500 ppm.
- Sodium- sodium adsorption ratio should be less than 12. The depth of material meeting the
above qualifications should be at least 2 inches. Soil factors such as rock fragments, slope,
depth to water table, and layer thickness affect the ease of excavation and spreading of
topsoil. Generally, the upper part of the soil, which is richest in organic matter, is most
desirable; however, material excavated from deeper layers may be worth storing if it meets
the other criteria listed above. Organic soils such as mucks and peats do not make good
topsoil. They can be identified by their extremely light weight when dry.

STRIPPING
Strip topsoil only from those areas that will be disturbed by excavation, filling, road building, or
compaction by equipment. A 4-6 inch stripping depth is common, but depth varies depending on the
site. Determine depth of stripping by taking soil cores at several locations within each area to be
stripped. Topsoil depth generally varies along a gradient from hilltop to toe of the slope. Put
sediment basins, diversions, and other controls into place before stripping.

STOCKPILING
Select stockpile location to avoid slopes, natural drainage ways, and traffic routes (also applies to fill
soil stockpiles). Re-spreading is easier and more economical when topsoil is stockpiled in small
piles located near areas where they will be used.

- Sediment barriers- Use sediment fences or other barriers where necessary to retain
sediment.
- Temporary seeding- Protect topsoil stockpiles by temporarily seeding as soon as possible,
no more than 21 calendar days after the formation of the stockpile
- Permanent vegetation- If stockpiles will not be used within 90 days they must be stabilized
with permanent vegetation to control erosion and weed growth.

SITE PREPARATION
Before spreading topsoil, establish erosion and sedimentation control practices such as diversions,
and berms as needed.

- Grading- Maintain grades on the areas to be topsoiled according to the approved plan and
do not alter them by adding topsoil.
- Limit of subsoil- Where the pH of the existing subsoil is 6.0 or less, or the soil is composed
of heavy clays, incorporate agricultural limestone in amounts recommended by soil tests or
specified for the seeding mixture to be used. Incorporate lime to a depth of at least 2 inches
by disking or raking.
- Roughening- Immediately prior to spreading the topsoil, loosen the subgrade by disking or
scarifying to a depth of at least 4 inches, to ensure bonding of the topsoil and subsoil. If no
amendments have been incorporated, loosen the soil to a depth of at least 6 inches before
spreading topsoil.

SPREADING TOPSOIL
Uniformly distribute topsoil to a minimum compacted depth of 2 inches. Do not spread topsoil
while it is frozen or muddy or when the subgrade is wet or frozen. Correct any irregularities in the
surface that result from topsoiling or other operations to prevent the formation of depressions or
water pockets. Compact the topsoil enough to ensure good contact with the underlying soil, but
avoid excessive compaction, as it increases runoff and inhibits seed germination. Light packing with
a roller is recommended where high-maintenance turf is to be established.

On slopes and areas that will not be mowed, the surface may be left rough after spreading topsoil. A
disk may be used to promote bonding at the interface between the topsoil and subsoil. After topsoil
application, follow procedures for seedbed preparation, taking care to avoid excessive mixing of
topsoil into the subsoil.

3.4 Addition of Fill Material

MATERIALS
To maintain a consistent separation depth to SHWT conditions, some fill soil will be required in
low/rutted spots within the proposed utilization areas. Natural topography is ideal to shed
surface water, and this will not be adjusted.

Up to 6 inches of suitable fill soil may be required in these isolated spots. Final determination
will be made by the contractor and soil scientist. Low areas should be filled so that no water
collects or ponds. Allowances should be made for settling of the soil. The present soil surface
texture is sandy loam and offers a good infiltrative surface. Fill material shall have the following
characteristics:

1) Coarse fragments as defined by USDA (2 mm to 3.0 inches) shall not exceed 10% by
volume of the volume of the fill material.
2) Fill material shall not contain more than 5% organic matter (including leaf debris,
twigs, sticks, etc.)
3) Fill material shall not include any construction debris such as bricks, concrete,
construction wood materials, or any components or fragments of such.

4) Fill material shall classify under one of the following USDA soil texture classes:

sandy loam, loam, or silt loam. Particle size analysis may be confirmed by a third-party
testing laboratory if necessary.
5) With 6 inches of fill added in low-lying or rutted areas, the depth to SHWT will allow
buffer to maintain minimum depth to SHWT of 12 inches after installation and operation.
Light tillage of the fill with the topsoil should occur if compaction is a concern, however,
this tillage should not exceed 6 inches below the natural soil surface. Removal of
existing vegetation prior to fill addition is necessary to allow a good gradation between
fill and present soil surface.

It is recommended that borings be performed in spots which are filled to confirm adequate
SHWT separation upon completion of installation and prior to start-up. The contractor should
ensure that proper seeding and compaction practices are followed.

APPLICATION
Specific fill application details may vary from site to site, for this site:
1)
equipment to prevent native soil loss and compaction.
2)
3) Fill is to be applied in multiple lifts if necessary.
4) Light tillage of the fill with the topsoil should occur, however, this tillage should not
exceed 4 inches below the natural soil surface.
5) Extend fill material 5 feet beyond the wetted area and blend into the natural contours.
3
6) Compact the fill material to 1.1-1.3 g/cm.
7) Surface shall be graded to a final grade that matches the natural grade to provide uniform
drainage.
8) No site work shall be done when the conditions are wet, to avoid excess compaction.
9) Avoid placing fill material around large trees to prevent tree death (an arborist can
provide more guidance on tree protection).
10) Field shall be seeded with temporary vegetation suitable for the specific time of year. If
construction is complete in the following windows, permanent seeding can take place
immediately: February 15 through April 15, or September 15 through November 15.
Once final fill has been placed, a soil fertility sample shall be taken. Seeding can occur
immediately with the following amendments:
Ag-Lime: 280-300 pounds
10-10-10 Fertilizer: 51 pounds
The soil test recommendations will be used to supply additional amendments as needed.
Temporary seeding shall include the following species and rates: Annual ryegrass or
ryegrass blend with other small grains, at 10 pounds per 1000 square feet, lightly tilled or
raked into the top 0.5-1.0 inch of topsoil, cultipack or roll lightly, and cover with straw or
other shade cover. Follow with permanent fescue seeding in the appropriate dates, with
the September 15- October 15 window preferred.

FERTILITY ANALYSIS

Upon addition of the fill, a soil sample will be taken for fertility analyses. Soil test recommendations
will be followed for pH adjustment and nutrient amendments for N, P, and K to help with grass
establishment. Soil amendments may be applied pre or post construction.

3.5 Permanent Seeding

3.5.1 SEEDBED REQUIREMENTS
Establishment of vegetation should not be attempted on sites that are unsuitable due to inappropriate
soil texture, poor drainage, concentrated overland flow, or steepness of slope until measures have
been taken to correct these problems.

To maintain a good stand of vegetation, the soil must meet certain minimum requirements as a
growth medium. The existing soil should have these criteria:

- Enough fine-grained (silt and clay) material to maintain adequate moisture and nutrient
supply (available water capacity of at least .05 inches of water to 1 inch of soil).
- Sufficient pore space to permit root penetration.
- Sufficient depth of soil to provide an adequate root zone. The depth to rock or impermeable
layers such as hardpans should be 12 inches or more, except on slopes steeper than 2:1 where
the addition of soil is not feasible.
- A favorable pH range for plant growth, usually 6.0-6.5.
- Freedom from large roots, branches, stones, large clods of earth, or trash of any kind. Clods
and stones may be left on slopes steeper than 3:1 if they are to be hydroseeded.

If any of the above criteria are not met (i.e., if the existing soil is too coarse, dense, shallow, or acidic
to foster vegetation) special amendments are required. The soil conditioners described below may be
beneficial.

3.5.2 SOIL CONDITIONERS
In order to improve the structure or drainage characteristics of a soil, the following materials may be
added. These amendments should only be necessary where soils have limitations that make them
poor for plant growth or for fine turf establishment.

- Peat Appropriate types are sphagnum moss peat, hypnum moss peat, reed-
sedge peat, or peat humus, all from fresh-water sources. Peat should
be shredded and conditioned in storage piles for at least 6 months
after excavation.
- Sand clean and free of toxic materials.
- Vermiculite horticultural grade and free of toxic substances.
- Rotted manure stable or cattle manure not containing undue amounts of straw or
other bedding materials.

3.5.3 SEEDBED PREPARATION

Complete grading according to the approved plan before seeding. Below are steps to take in order to
prepare the seedbed for planting.

Chisel compacted areas and spread topsoil 3 inched deep over adverse soil conditions, if
available.
Rip the entire area to 6 inches deep.
Remove all loose rock, roots, and other obstructions leaving surface reasonably smooth and
uniform.
Apply agricultural lime, fertilizer, and superphosphate uniformly and mix with soil (section 4.6).
Continue tillage until a well pulverized, firm reasonably uniform seedbed is prepared 4 to 6
inches deep.
Seed on a freshly prepared seedbed.
Mulch immediately after seeding and anchor mulch (section 8.3).

Apply lime and fertilizer evenly and incorporate into the top 4-6 inches of soil by disking or other
suitable means. Operate machinery on the contour. When using a hydroseeder, apply lime and
fertilizer to a rough, loose surface.

Roughen surfaces. Complete seedbed preparation by breaking up large clods and raking into a
smooth, uniform surface. Fill in or level depressions that can collect water. Broadcast seed into a
freshly loosened seedbed that has not been sealed by rainfall.

3.5.4 SEEDING
Seeding dates given in the seeding mixture specifications are designated as or
possible. Seedings properly carried out withi dates have a high probability of success.
It is also possible to have satisfactory establishment when seeding outside these dates. However, as
you deviate from them, the probability of failure increases rapidly. Seeding on the last date shown
may reduce chances of success by 30-50%. Always take this into account in
scheduling land-disturbing activities.

Use certified seed for permanent seeding whenever possible. Certified seed is inspected by the
North Carolina Crop Improvement Association. It meets published North Carolina Standards and
label.

Labeling of non-certified seed is also required by law. Labels contain important information on seed
purity, germination, and presence of weed seeds. Seed must meet State standards for content of
noxious weeds. Do not acc noxious weed seed.

Apply seed uniformly with a cyclone seeder, drop-type spreader drill, cultipacker seeder, or
hydroseeder on a firm, friable seedbed.

When using a drill or cultipacker seeder, plant small grains no more than 1 inch deep, grasses and
legumes no more than 2 inch. Equipment should be calibrated in the field for the desired seeding
rate.

When using broadcast-seeding methods, subdivide the area into workable sections and determine the
amount of seed needed for each section. Apply one-half the seed while moving back and forth across
the area, making a uniform pattern; then apply the second half in the same way, but moving at right
angles to the first pass (Figure 13).

Cover broadcast seed by raking or chain dragging; then firm the surface with a roller or cultipacker
to provide good seed contact.

3.5.5 IRRIGATION
Moisture is essential for seed germination and seedling establishment. Supplemental irrigation can
be very helpful in assuring adequate stands in dry seasons or to speed development of full cover.
Assess the need for irrigation when the seeding is conducted.

Water application rates must be carefully controlled to prevent runoff. Inadequate or excessive
amounts of water can be more harmful than no supplemental water.

3.5.6 MULCHING
Mulch all plantings immediately after seeding. Select a material based on site and practice
requirements, availability of material, labor, and equipment. Table 6.14a lists commonly used
mulches and some alternatives.

Before mulching, complete the required grading, install sediment control practices, and prepare the
seedbed. Apply seed before mulching except in the following cases:

- Seed is applied as part of a hydroseeder slurry containing wood fiber mulch.
- A hydroseeder slurry is applied over straw.

3.5.7 APPLICATION OF ORGANIC MULCH
Organic mulches are effective where they can be tacked securely to the surface.

Spread mulch uniformly by hand, or with a mulch blower. When spreading straw mulch by hand,
2
divide the area to be mulched into sections of approximately 1,000 ft, and place 70-90 lb of straw (1
to 2 bales) in each section to facilitate uniform distribution (See Table below). After spreading
mulch, no more than 25% of the ground surface should be visible. In hydroseeding operations, a
green dye, added to the slurry, assures a uniform application.

3.5.8 ANCHORING ORGANIC MULCH
Straw mulch must be anchored immediately after spreading using vegetation.
Rye (grain) may be used to anchor mulch in fall plantings, and German millet in spring. Broadcast at
15 lb/acre before applying mulch.

3.5.9 PERMANENT STABILIZATION
Permanent stabilization is needed in graded or cleared areas subject to erosion and where a
permanent, long-lived vegetative cover is needed. Typically, disturbed portions of a site where
construction activities have permanently ceased will be stabilized with permanent seeding no later
than 14 days after the last construction activity. This method will not provide erosion control cover

or prevent soil slippage on soils that are not stable due to soil texture or structure, water movement
or excessively steep slopes. In some areas, it may be necessary to install erosion or sediment control
practices such as dikes, contour ripping, erosion stops, channel liners, sediment basins, diversions,
subsurface drainage, or other practices.

Prior to seeding, 1,000 lbs/ac of a 12-12-12 or equivalent fertilizer and lime according to soil test or
in lieu of soil test, 4,000 lbs/ac of ground agricultural limestone shall be worked into the soil to a
depth of 3 inches.

Seed should be applied uniformly at a depth of 1/4 to 2 inch with appropriate equipment. Except on
very flat slopes and ideal seeding conditions, small grain straw should be applied at a rate of 3,000 to
4,000 lbs/ac using appropriate mulch anchoring techniques. Other mulch materials can be used
except under adverse conditions or steep slopes; grain straw should be adequate.

4.0 Installer Specification

- Installer to maintain Class IV installer License per NCOWCICB.
- Installer to document installation history of advanced pretreatment systems and surface
application systems.

5.0 Material Specifications

5.1 Concrete Tanks

All concrete tanks are to be State approved tanks.

5.2 Piping

All drainlines and piping to be SCH 40 PVC. Non-pressure drain lines can be DWV.
Sweeping style elbows to be used on gravity lines. All pressure lines to be pressure rated
SCH 40 PVC. All pressure lines to be cut with a hand ratcheting style cutter or wheel style
cutter. PVC saws shall not be used to cut pressure pipe.

5.3 Electrical Requirements

Installer shall install all electrical fittings from the control panel to the individual treatment
components and pumps. Installation shall be in accordance with manufactures
specifications. Qualified electrician or local power utility shall bring power to panel and
energize panel.

6.0 Component Specifications (information following)

6.1 Concrete Tanks (Septic Tank, Pump Tank)

- All concrete tanks to be State Approved Tank.
- All tank seams to be sealed with butyl rubber sealant.
- Backfill and compact soil around tank with a jumping jack style compactor.
- Following installation, tanks to be vacuum and water tested. Passing criteria as follows:
- Vacuum Test 5 in Hg for 2 min with <0.5 in Hg
- Water Test 10 gallons/1000 gallons/24 hr period
- Tanks to be installed level on 6" gravel base (#57 stone)
- All penetrations to be cast in place rubber boots for inflow and outflow penetrations.
- All tanks to have cast in place riser adapters for Orenco Risers.

6.2 Access Risers

- Install risers per manufacturers specifications.
- All Orenco risers to extend minimum 6" above grade.
- All electrical conduits to be sealed with duct seal.
- Penetrations thru risers to use grommets or bulk head fitting.
- All tank risers that do not contain an inner lid shall be equipped with a safety net.

6.3 Drain Line

- All gravity drain line to be 4" SCH 40 PVC, DWV.
- Elbows to be sweeping style fitting.

6.4 Pumps

- Install pumps per system drawing and manufacturers specifications (included).
- Piping to be SCH 40 Pressure Pipe.

6.5 AdvanTex Treatment Unit

- Install unit per manufacturers specifications (included).
- Install with 12" lid extension if needed.
- Install unit on 6" gravel base.

6.6 UV Disinfection

- Install UV disinfection per system drawing and manufacturers specifications (included).

6.7 Control Panel

- Install per system drawing and manufacturers specifications (included).
- Panel to be minimum 24" above grade.
- Seal all pipes with duct seal
- Panel to be mounted on 4" x 6" (minimum) pressure treated post.
- Install Rain Sensor on control panel enclosure.

6.8 Drip Field

- Install drip field per system drawings.
- Drip field shall be cleared of small brush, debris and vegetation by hand or with small
tracked equipment.
- Install perimeter fence per system drawings.

6.9 Irrigation Headworks

- Install headworks per system drawing.
- Install headworks on 6" gravel base.

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Hbtlfu!Vsfuibof
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Riser Lids
GME
Npvoujoh!ibsexbsf!Tubjomftt!tuffm
FLD 24G (6)
Jotvmbujpo!)pqujpobm*!!Dmptfe.dfmm!gpbn
Dpmps!boe!mphp!pqujpot;
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Install safety net in all risers not
containing an inner lid.

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19!>!19!)311*
23!>!23!)411*
26!>!26!)486*
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Vortex Screen Filter
Description
1” Vortex Filter
Features
Height
Width
moving parts. 1.5” and 2” Vortex
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Item NumberSizeMax. FiltrationMax. WidthHeightFlush Area of
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AP4E-75F3/4”10150801856.0”6.0”3/4”23.4
AP4E-1F1”20150801856.5”7.0”3/4”28.4
AP4E-1.5F1.5”4515010023112”15.5”3/4”60.8
AP4E-2F2.0”701508018512”16.0”3/4”60.8
applications. Replacement parts are still available.
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Product Sheets-2011 Filter VortexScreen12H27.indd

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State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
15A NCAC 02T .0600 SINGLE-FAMILY RESIDENCE WASTEWATER IRRIGATION SYSTEMS
OPERATION AND MAINTENANCE AGREEMENT
FORM: SFRWWIS O&M 08-13
Union
Permit No. County:
Michael James Irwin & Michael Jeremy Zurat
Property owner(s) as appearing on the recorded deed:
6580 Braddock Road, Alexandria, VA 22312
Mailing address:
8508 Foxbridge Drive, Weddington, NC 28104
Facility address:
X
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
X The ultraviolet disinfection unit shall be checked weekly. The lamp(s) and quartz sleeve(s) shall be
cleaned or replaced as needed to ensure proper disinfection.
e. All pump and alarm systems shall be inspected monthly.
f. The irrigation system shall be inspected monthly to ensure that the system is free of leaks, that all irrigation
equipment is operating as designed, that vegetative growth does not interfere with the system inspection or
operation, that the soil is assimilating the disposed treated wastewater with no visible runoff or ponding, and
that no objectionable odors are being generated.
2. Failure to pay the annual fee shall be cause for the Division to revoke the permit pursuant to 15A NCAC 02T
.0105(e)(3).
3. ailure to properly operate this system is subject to a penalty up to $25,000 per day.
4. Failure to meet the permit conditions or violation of the State's surface water or groundwater regulations may void
the permit.
All owners appearing on the legally recorded property deed shall sign this Operation & Maintenance Agreement
I /We understand the above requirements and agree to these terms as part of the issued permit.
Owner Signature: Date:
Owner Signature: Date:
FORM: SFRWWIS O&M 08-13 Page 1 of 1

Environmental Health

500 N. Main Street

Suite #47
Monroe, NC 28112

T. 704.283.3553
[e-mail]

www.unioncountync.gov

NOTICE OF IMPROVEMENT PERMIT DENIAL

05/14/2021

Tax Code: 06066120 Property Location: Foxbridge Dr.
Applicant: Michael Irwin Owner: Candace Irwin
Address: 6580 Braddock Rd. Alexandria, VA 22312

The Union County Health Department, Environmental Health Division on 05/05/2021 evaluated the above
reference property at the site designated on the plat/site plan that accompanied your improvement permit
application. According to your application the site is to serve a four bedroom home. The design
wastewater flow is 480 gallons per day. The evaluation was done in accordance with the laws and rules
governing wastewater systems in North Carolina General Statute 130A-333 including related statues and
Title 15A, Subchapter 18A, of the North Carolina Administrative Code, Rule .1900 and related rules.

Based on the criteria set out in Title 15A, Subchapter 18A, of the North Carolina Administrative Code, Rule
.1940 through .1948, the evaluation indicated that the site is UNSUITABLE for a ground absorption
sewage system. Therefore, your request for an improvement permit is DENIED. A copy of the site
evaluation is enclosed. The site is unsuitable based on the following:

Unsuitable soil topography and/or landscape position (Rule .1940)
Unsuitable soil characteristics (structure or clay mineralogy) (Rule .1941)
Unsuitable soil wetness condition (Rule .1942)
Unsuitable soil depth (Rule .1943)
Presence of restrictive horizon (Rule .1944)
Insufficient space for septic system and repair area (Rule .1945)
Unsuitable for meeting required setbacks (Rule .1950)
Other (Rule .1946) ____________________________________________________________________

These severe soil or site limitations could cause premature system failure, leading to the discharge of
untreated sewage on the ground surface, into surface waters, directly to ground water or inside your
structure.

The site evaluation included consideration of possible site modifications, and modified, innovative, or
alternative systems. However, the Health Department has determined that none of the above options will
overcome the severe conditions on this site. A possible option might be a system designed to dispose of
sewage to another area of suitable soil or off-site to additional property.

For the reasons set out above, the property is currently classified UNSUITABLE, and no improvement
permit shall be issued for this in accordance with Rule .1948(c).

Note that a site classified as UNSUITABLE may be classified as PROVISIONALLY SUITABLE if written
documentation is provided that meets the requirements of Rule .1948 (d). A copy of this rule is enclosed.
You may hire a consultant to assist you if you wish to try to develop a plan under which your site could be
classified as PROVISIONALLY SUITABLE.

OSWP IP denial 4-2019

You have the right to an informal review of this decision. You may request an informal review by the
environmental health supervisor at the local health department. You may also request an informal review
by the North Carolina Department of Health and Human Services regional soil scientist. A request for
informal review must be made in writing to the local health department.

You also have the right to a formal appeal of this decision. To pursue a formal appeal, you must file a
petition for a contested case hearing with the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, NC 27699-6714. To get a copy of a petition form, you may write the Office of Administrative
Hearings or call the office at [phone] or download it from the OAH web site at
http://www.ncoah.com/forms.html. The petition for a contested case hearing must be filed in accordance
with the provisions of North Carolina General Statutes 130A-24 and 150B-23 and all other applicable
provisions of Chapter 150B. N.C. General Statute 130A-335 (g) provides that your hearing would be held in
the county where your property is located.

Please note: If you wish to pursue a formal appeal, you must file the petition form with the Office of
Administrative Hearings WITHIN 30 DAYS OF THE DATE OF THIS LETTER. Meeting the 30 day deadline is
critical to your formal appeal.

If you file a petition for a contested case hearing with the Office of Administrative Hearings, you are
required by law (N.C. General Statue 150B-23) to serve a copy of your petition on the Office of General
Counsel, N.C. Department of Health and Human Services, 2001 Mail Service Center, Raleigh, N.C. 27699-
2001.

Do not serve the petition on your local health department. Sending a copy of your petition to the local
health department will not satisfy the legal requirement in N.C. General Statue 150B-23 that you send a
copy to the Office of General Counsel, N.C. Department of Health and Human Services.

If I may be of further assistance please feel free to call me at 704-283-3568 between the hours of 8:00
a.m. and 5:00 p.m.., Monday through Friday.

Signed: ________________________________________________________

Ty Yokeley, EHSI
Environmental Health Specialist Intern
Union County Environmental Health Division

Enclosures: (Enclosed copy of site evaluation (Copy of Rule .1948)
OSWP IP denial 4-2019

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