WQ0044097_More Information Received_20230503

Initial Review
Reviewer
Nathaniel.Thornburg
Is this submittal an application? (Excluding additional information.) *
Yes No
If not an application what is the submittal type?* Annual Report
Residual Annual Report
Additional Information
Other
Permit Number (IR) * W00044097
Applicant/Permittee Brandon R. Combs and Jacquelyn C. Combs
Email Notifications
Does this need review by the hydrogeologist? * O Yes OO No
Regional Office
CO Reviewer
Admin Reviewer

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
Permit Number:*
WQ0044097
Has Current Existing permit number
Applicant/Permittee Address*
1070 Meghan Lane; King, NC 27021
Facility Name*
8061 Shallowford Ridge Rd. SFR
Please provide comments/notes on your current submittal below.
Response letter to Cord Anthony, to Add Info Request.
Revised Application, Engineering Calcs, Recorded Setback Waiver, revised Plans & Exhibits
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.)
Resubmittal WQ004497-May 2 2023.pdf 4.07MB
Upload only 1 PDF document (less than 250 MB). Multiple documents must be combined into one PDF file unless file is larger
than upload limit.
* By checking this box, I acknowledge that I understand the application will not be accepted for pre -review until the fee (if required) has
been received by the Non -Discharge Branch. Application fees must be submitted by check or money order and made payable to the
North Carolina Department of Environmental Quality (NCDEQ). I also confirm that the uploaded document is a single PDF with all parts
of the application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Signature
Submission Date 5/4/2023

JOSH N R. HARMAN, A 3 y P.E.
PROFESSIONAL CONSULTING ENGINEER
2112 White Oak Road..... Raleigh, North Carolina.....27608
[e-mail]
May 2, 2023
Mr. Cord Anthony, Jr., Engineer I
Division of Water Resources
NCDENR-Non Discharge Unit; Engineering & Permits
512 N Salisbury St.
Raleigh, NC 27601
Re: Response to DWR Comment Letter of 04/10/23
WQ0044097-SFR Wastewater Irrigation System
8061 Shallowford Ridge Rd; Forsyth County, NC
Dear Mr. Anthony:
This purpose of this correspondence is to offer reply to your comments/additional information
requested in your letter of April 10, 2023& . Responses below will be given, more or less, in the
order of the items listed in your letter.
Items "A","B","D","H", & "M" thru "Q": No Comments Provided, No Responses needed.
Item "C.1.": The Applicant Name has been corrected.
Item "C.2.": Section VII of the application has been corrected to reflect the appropriate Soil Series
which is "Siloam"
Item "E." Property Owner Documentation:
Response: A revised System Waiver has been recorded at the Forsyth County register of
Deeds (and included with this resubmittal) which provides for allowance of 40 feet from the
Permittee's residence.
Item "F." Soil Evaluation:
Response: A note has been added to the Plans (Sheet 3 of 6) to provide for minimal clearing by
hand of underbrush/understory limbs minimizing soil disturbance. This has normally been the
practice for other residential spray systems in the Winston-Salem district. There does not appear
to be anything in the 02T Rules which mandate the removal of trees from the spray application
area. Spray impact upon standing trees is considered to be inconsequential as being a negative,
when compared to the risk of soil disturbance potentially caused by cutting and logging
operations. Keeping the trees in place and clearing out only what is necessary will aid in the
overall evapo-transpiration effects and believed to be ecologically sound.
Item "G" Engineering Plans:
1. Response: A "High Water" Alarm has been noted for inclusion in the Recirc chamber of the
Middle Tank (See Sheet 4 of 6).
2. Response: Filtrate from the media filter normally enter back into the Recirc Chamber until
such time as Flow Splitter Valve closes due to the Chamber reaching a high level, in which

case it will flow past the Recirc chamber onward to the UV disinfection unit which will
discharge into the Field Storage Tank. Water accumulating in the Storage Tank (Field Dose
Tank) will have a rising water level which can back up into the second (larger portion) of the
Recirc/Storage Tank. A solid partition wall separates the wastewater to be dosed (and re -
dosed) to the media filter from the finished effluent being stored for Field Dosing.
3. Response: The Soil Amendment Notes shown on Sheet 3 have been notated to refer only to
the areas which are to be filled with the loamy topsoil.
Item "I" Engineering Plans:
1. Response: The application has been revised to reflect the application area to be 17,000 sq.
ft., or 0.39 acres, with an instantaneous application rate of 0.17 in/hr, and an annual
loading rate of 16.54 inches per year. Calculations are shown on Sheet 3 of 6. All
parameters fall within the recommended range of the Soil Scientist's recommendations.
Item "J" Site Plan:
1. Response: The Overall Site Plan (Sheet 2 of 6) now features the stormwater/drainage ditches.
Soil mapping units (Soil Series types) have been added on separate Exhibit Map (Exhibit "B")
and attached to the submittal set of plans. Please also refer to Exhibit "A" for reference to
significant items requiring setbacks or buffers.
Item "K" Operation and Maintenance Plan:
1. Response: The Maintenance Schedule shown in the top -middle panel on Sheet 6 of 6
provides a listing of frequency and tasks associated with the Operation and Maintenance of
the Wastewater Treatment and Dispersal System. This standard detail has been satisfactory
for plan approvals in the past. Please advise of any particular item or items that the Division
believes to lack specificity, or others that should be addressed.
Item "L" Operation and Maintenance Agreement:
1. Response: The Operation and Maintenance Agreement has been corrected and herewith
resubmitted with the proper address of 8061 Shallowford Ridge Road.
It is hoped that the foregoing responses are satisfactory for staff to conclude their review pursuant to
permit issuance. If any questions arise regardigMtlis matter,e do not hesitate to call or write.
�41►����r�� A
Regards
Q. SSAL
John R. Harman, PE «� �� �4•�
Consulting Engineer (NC PE #98 �'•��� ',�'G�Nti•',`�
A •`
Attachments: Application (Revised); Engineering Calculations; Revised & Recorded Setback
Waiver; Revised O&M Agreement Form; Revised Engineering Plans- Signed & Sealed
Project Number: 05/02/23 Page 2 of 2

State of North Carolina
DWR. Department of Environmental Quality
Division of Water Resources
Division of Water Resources
15A NCAC 02T .0600 — SINGLE-FAMILY RESIDENCE WASTEWATER IRRIGATION SYSTEMS
INSTRUCTIONS FOR FORM: SFRWWIS 06-16 & SUPPORTING DOCUMENTATION
The Division of Water Resources will not accept an application package unless all instructions are followed. Plans, specifications
and supporting documents shall be prepared in accordance with 15A NCAC 02L .0100, 15A NCAC 02T .0100, 15A NCAC 02T
.0600, 15A NCAC 1$A .1900, Division Policies and good engineering practices. Failure to submit all required items may result
in the application being returned, and will necessitate additional processing and review time.
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit website
General — When submitting a non -discharge application to the Water Quality Permitting Section's Non -Discharge Permitting Unit,
please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these instructions
and checking the provided boxes will help produce a quicker review time by assisting the reviewer in locating the required materials
and potentially reducing the amount of requested additional information. Unless otherwise noted, the Applicant shall submit one original_
and at least two conies of the application and supporting documentation.
A. Cover Letter (All Application Packages):
® List all items and attached supporting documentation included in the application package, as well as a brief description of the
requested permitting action.
B. Application Fee (All New and Major Modification Application Packages):
❑ Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental
Quality (NCDEQ).
❑ The appropriate fee amount for new and major modification application packages may be found at: Standard Review 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.
® The Professional Engineer's Certification on Page 6 of the Single -Family Residence Wastewater Irrigation Systems (FORM:
SFRWWIS 06-16) application shall be signed, sealed and dated by a North Carolina licensed Professional Engineer.
® The Applicant's Certification on Page 6 of the Single -Family Residence Wastewater Irrigation Systems (FORM: SFRWWIS
06-16) application shall be signed in accordance with I5A NCAC 02T .0106(b). Per I5A 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 Pagel of4

F. Soil Evaluation (All Application Packages that include new irrigation sites):
®Per 1 SA 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 B aluation Policy.
® Soil profile descriptions meeting all of the requirements of the Soil Scientist Evaluation Policy.
® Provide all soil boring logs performed at the site.
® Standard soil fertility analysis conducted no more than one year prior to permit application for each map unit in the soil
map legend for the following parameters:
❑ Acidity ❑ Exchangeable sodium percentage (by calculation) ❑ Phosphorus
❑ Base saturation (by calculation) ❑ Magnesium ❑ Potassium
❑ Calcium ❑ Manganese ❑ Sodium
❑ Cation exchange capacity ❑ Percent humic matter ❑ Zinc
❑ Copper ❑ pH
Note: The number of samples will vary depending upon the project size and past land use history. Multiple samples for
each map unit are required if the irrigation zones are separated, and cropland, pasture, hay land and wooded areas shall be
sampled separately for the same map unit due to past differences in soil fertility management.
® Saturated hydraulic conductivity (KSAT) data that shall include at a minimum:
® A minimum of three KsAT tests shall be conducted in the most restrictive horizon for each soil series in the soil map.
® All KsAT tests shall be conducted in areas representative of the site.
® All KsAT tests shall be run until steady-state equilibrium has been achieved.
® All collected KsAT data shall be submitted, including copies of field worksheets showing all collected readings.
® Submit a soil profile description for each KsAT data point that shall extend at least one foot below the tested horizon.
® Soil evaluation recommendations shall include at a minimum:
® A brief summary of each map unit and its composition and identification of minor contrasting soils.
® Maximum irrigation precipitation rate (in/hr) for each soil/map unit within the proposed irrigation areas.
® Identification of areas not suitable for wastewater irrigation.
® Recommended geometric mean KsAT rate to be used in determining the SFR Loading Rate Group for each soil/map
unit based upon in -situ measurement of the saturated hydraulic conductivity from the most restrictive horizon.
® Recommended annual hydraulic loading rate (in/yr) for each soil/map unit within the proposed irrigation areas based
upon in -situ KsAT measurements form the most restrictive soil horizon. The recommended loading rate must be in
accordance with the 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 I 1 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

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.
Engineering Calculations (All Application Packages):
® Per 15A NCAC 02T .0604(c)(3), submit engineering calculations that have been signed, sealed and dated by a North Carolina
licensed Professional Engineer.
® At a minimum, the engineering calculations shall include the following items:
❑ Hydraulic and pollutant loading calculations for each treatment unit demonstrating how the designed effluent
concentrations in Application Item V.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.
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 Eneincer andi'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(l), 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 Operation and Maintenance Agreement that has been signed and dated by all
deeded property owners.
INSTRUCTIONS FOR FORM: SFRWWIS 06-16 & SUPPORTING DOCUMENTATION Page 3 of

M. County Health Department Denial Letter (All New Application Packages):
® Per 15A NCAC 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)(9), 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 I SA NCAC 02T .0105(c)(10), 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 I5A NCAC 0213.01 I0.
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:
❑ Division of Water Resources' Water Quality Perniitting Section — 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:
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

DWR
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: Jacquelyn Combs
2. Applicant type: ® Individual ❑ Corporation ❑ General Partnership
3. Signature authority's name: Jacquelyn Combs per.] *;A NCAC 02T .0106f b1 Title: Owner
4. Applicant's mailing address: 1070 Mcghan Lane
City: King State: NC Zip: 27021-
5. Applicant's contact information:
Telephone number: [phone] Fax number: ( ) _- Email Address: brandoncombsL6gmail.com
I1. FACILITY INFORMATION:
1. Facility name: Wastewater Treatment & Spray Irrigation Disposal System for a 4 Bedroom Residence
2. Facility status: ❑ Existing or ® Proposed
3. Facility's physical address: 8061 Shallwoford Ridge Rd
City: Lewisville State: NC Zip: 27023- County: Forsyth
4. Wastewater Treatment Facility Coordinates: Latitude: 36' 06' 04" Longitude: -80' 27' 48"
Provide the following latitude and longitude coordinate determination information:
Datum: NAD83 Level of accuracy: Nearest second
5. USGS Map Name: Clemmons
III. CONSULTANT INFORMATION:
Method of measurement: Digital or raw photo extraction
1. Engineer's name: John R. Harman, PE License Number: NCPE 9810 Firm: Consulting Engineer
Engineer's mailing address: 2112 White Oak Rd
City: Raleigh State: NC Zip: 27608-
Telephone number: [phone] Fax number: (_)
2. Soil Scientist's name: Chris Murray License Number: 1284
Soil Scientist's mailing address: 216 S. Swing Rd, Suite 1
City: Greensboro State: BC Zip: 27409-
Telephone number: [phone] Fax number: (_) _-
Email Address: jackharman53 nagmail.com
Firm: Piedmont Environmental Associates. PA
Email Address: chris(ibpiedmontsoil.com
IV. GENERAL REQUIREMENTS — 15A NCAC 02T .0100:
1. Application type: ® New ❑ Major Modification ® Minor Modification
If a modification, provide the existing permit number: WQ00 and most recent issuance date:
2. Application fee: $60
3. Describe the origin of the wastewater and provide a brief project description: Domestic Origin: Septic and Advanced
Pretreatment via Recirculating Media Filter, & Storage prior to Surface Irrigation Application
4. Wastewater flow: 480 GPD
FORM: SFRWWIS 06-16 Pagel of6

IV. GENERAL REQUIREMENTS —15A NCAC 02T .0100 (CONTINUED):
5. Using I SA NCAC 02T .01 14, explain how the total wastewater flow was determined:
Establishment Type
Flow Basis
Flow
Per Unit
Number
of Units
Flow
Four Bedroom Single Family Residence
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?
Permit/Certification
Date
Date
Permit/Certification No.
Agency Reviewer
Submitted
Approved
Nationwide 12 or 404
NA
Wetlands 401
NA
7. What is the nearest 100-year flood plain elevation to the facility? NA feet mean sea level. Source:
Are any treatment, storage or irrigation systems located within the I00-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 I5A NCAC 02T .0605(b) for the following parameters:
Estimated Influent
Designed Effluent
Minimum Required
Parameter
Concentration
Concentration
Degree of Treatment
(monthly average)
Prior to Storage
Biochemical Oxygen Demand
350 mg/1
<10 mg/1
:530 mg/1
(BOD5)
Total Suspended Solids (TSS)
350 mg/1
<10 mg/1
:530 mg/l
Ammonia Nitrogen (NH3-N)
30 mg/l
<10 mg/1
<_15 mg/1
Fecal Coliforms
<200 per 100 ml
:!�200 colonies/100 ml
2. Per 15A NCAC 02T .0605(c), is the effluent placed directly in contact with GA classified groundwater? ❑ Yes or ® No
If yes, have predictive calculations demonstrating such placement will not contravene GA groundwater standards been
provided? ❑ Yes or ❑ No
3. Per 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(t), 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 0 , which systems are affected and what measures being taken to protect them against flooding? N/A
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 .06050), how will restricted access to the irrigation system be provided? 2-Strand Fence
Are all treatment units and control panels locked to prevent entry? ® Yes or ❑ No
9. In accordance with 15A NCAC 02T .06056), do the designed irrigation loading rates (see Application Item VIIA.) exceed the
soil scientist recommended loading rates (see Application Item VII.3.)? ❑ Yes or ® No
10. In accordance with I5A 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(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: I and maximum flow capacity: 10 GPM.
12. In accordance with I5A 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 5 & Specification Page: ) or ❑ No
14. In accordance with ISA NCAC 02T .0605(o), has a precipitation or soil moisture sensor been provided?
® Yes (Plan Sheet: 4 of 5 & Specification Page: ) or ❑ No
15. In accordance with 15A NCAC 02T .0605(n), has a minimum of 18 inches of vertical separation between the apparent seasonal
high water table (SHWT) and the ground surface been provided? ® Yes or ❑ No
16. In accordance with 15A NCAC 02T .0605(g), has a minimum of 12 inches of vertical separation between any perched seasonal
high water table (SHWT) and the ground surface been provided? ® Yes or ❑ No
17. In accordance with 15A NCAC 02T A605(r), does the designed annual loading rate exceed 50 inches? ❑ Yes or ❑ No
18. Does the project comply with all setbacks found in the river basin rules (15A NCAC 02B .0200)? ® Yes or ❑ No
If no, list non -compliant setbacks:
19. Per 15A NCAC 02T .0606, verify setback compliance by providing the minimum field observed distance (ft) from the facility's
irrigation system and treatment/storage units to each listed setback parameter (Note: Distances greater than 500 feet shall be
marked N/A):
Setback Parameter
Irrigation
System
Treatment /
Storage Unit
Any habitable residence or place of assembly under separate ownership or not to be
maintained as part of the project site
+-280
+/- 350
Any habitable residence or place of assembly owned by the Permittee to be maintained as
art of the project site
+/- 40
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)
N/A
Any well with exception of monitoring wells
>100,
>100,
Any property line
+/- 100
+/- 54'
Top of slope of embankments or cuts of two feet or more in vertical height
N/A
Any water line from a disposal system
> 40'
Any swimming pool
N/A
Public right of way
100'
Nitrification field
>250'
Any building foundation or basement
>15'
20. Are any setback waivers proposed for this facility? ® Yes or ® No
If yes, in accordance with 15A NCAC 02T .0606(c), submit the appropriate setback waivers (FORM: NDWSW) that have
been notarized, signed by all parties involved and recorded with the County Register of Deeds. Waivers involving the
compliance boundary shall be in accordance with 15A NCAC 02L .0107.
FORM: SFRWWIS 06-16 Page 3 of

VI. WASTEWATER TREATMENT & STORAGE FACILITY DESIGN:
1. Type of treatment system: Septic Tank / EZ Treat
2. Provide the requested information for each treatment/storage unit and its associated mechanical equipment:
a. PRELIMINARY / PRIMARY TREATMENT (i.e., physical removal operations):
Treatment Unit
No. of
Units
Manufacturer or
Material
Dimensions (ft) /
S acin s (in)
Volume
al
Plan Sheet
Reference
Specification
Reference
Septic Tank
1
STB 395
10.6'x5.5'x5.4'
1500
4 of 5
Select
Garners Septic Tanks
Other
i
i
b. SECONDARY TREATMENT (i.e., physical, biological and recirculation processes):
No. of
Manufacturer or
Volume
Plan Sheet
Specification
Treatment Unit
Units
Material
Dimensions (ft)
al
Reference
Reference
EZ Treat
I
EZ Treat 600
+/- 7' x 4.5
NA
4 of 5
Recirculation Tank
1
PT 271
12. 5' x6. 5' x5. 75'
2500
4 of 5
Garners Septic
Avail for Emerg
Select
962
Tanks
Storage
c. DISINFECTION:
No. of
Manufacturer or
Volume
Plan Sheet
Specification
Treatment Unit
Units
Material
Dimensions (ft)
al
Reference
Reference
Ultraviolet
1
EZ Treat
Model UV- 101
10 GPM
5 of 5
Select
d. PUMP/STORAGE TANK:
Manufacturer or
No. of
Total
Effective
Effective
Plan Sheet
Specification
Material
Units
Dimensions (ft)
Volume
Volume
Storage
Reference
Reference
(gal)
(gal)
(days)
Garners Septic
1
13. 2' x6. 3' x7. 0' d
2500
2500
>5
4 of 5
Tanks, Inc
Avail for Emerg
Model PT-271
1373
Storage _:
e. PUMPS:
No. of
Manufacturer /
Capacity
Plan Sheet
Specification
Location
Pumps
Purpose
Type
Reference
Reference
GPM
TDH
2500 Gal Recirc
1
Dose EZ Treat Pod
StatRite Step20
20
100'
5 of5
Goulds
2500 Field Dose
1
Field Dosing
PUTB 1512112
13
135
5 of 5
Tank
W
f. BLOWERS:
Location
No. of
Blowers
Units Served
Manufacturer /
Type
Capacity
(CFM)
Plan Sheet
Reference
Specification
I Reference
g. MIXERS:
FORM: SFRWWIS 06-16 Page 4 of 6

Location
No. of Manufacturer / Power Plan Sheet Specification
Mixers Units Served Type l (hp) Reference Reference
I
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? Grass -Bermuda or Fescue K�31
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/vr)
Siloam
All
15 -17
0.3
24.01
4. Irrigation System Information (Note — this table may be expanded for additional fields):
Area
Dominant
Designed
Designed
Latitude
Longitude 1
Waterbody
Field
(acres)
Soil Series
Rate
Rate
(DMS)
(DMS)
Stream Index
Classification
(in/hr)
(in/yr)
No. z
1
0.39
Siloam- Modfified
0.17
16.54
36° 06' 04"
-800 27' 48"
12-87-(0.4)
C;
with Loamy Topsoil
p II
O 1 ll
O II
O II
O II
O „
Total
Provide the following latitude and longitude coordinate determination information:
Datum: NAD83 Level of accuracy: Nearest second Method of measurement:
Navigation quality GPS
For assistance determining the waterbody stream index number and its associated classification, instructions may be
downloaded at: https://ncdenr.s3.amazonaws.contls3fs-
publici Water!/o20Ouality'Aduifer"'o2OProtection/LAU/A6-jeementsi WSC.-N"i,2008-13.gdf.
Spray Irrigation Design Elements
Drip Irrigation Design Elements
Nozzle wetted diameter:
60 ft
Emitter wetted area:
ft-
Nozzle wetted area:
2826 ft'-
Distance between laterals:
ft
Nozzle capacity:
1.9 GPM
Distance between emitters:
ft
Nozzle manufacturer/model:
Nelson / 1322
Emitter capacity:
GPH
/
Elevation of highest nozzle:
846 ft
Emitter manufacturer/model
Specification Reference:
Specs p. 4 of 5
Elevation of highest emitter:
ft
Specification Reference:
FORM: SFRWWIS 06-16 Page 6 of

Professional Engineer's Certification:
I, John R. Harman, PE attest that this application for
(Professional Engineer's name from Application Item III.1.)
Wastewater Treatment & Spray Irrigation Disposal System for a 4 Bedroom Residenng
(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-?,I 5,C}3, 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 Engingfs seal, signs , and te:
��.et4i►Y�ii�
a
s :a SEAL
� } 9II10 t
N. !
'fll�a fr�Gl N1~E�'��_++�.
Applicant's Certification per 15A NCAC 02T .0106(b):
I, Jacquelyn C. Combs attest that this application for
(Signature Authority's name & title from Application Item I.3.)
Wastewater Treatment & Spray Irrigation Disposal System for a 4 Bedroom Residence
(Facility name from Application Item 11.1.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge of wastewater
from this non -discharge system to surface waters or the land will result in an immediate enforcement action that may include civil
penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if all required
supporting information and attachments are not included, this application package will be returned to me as incomplete. I further certify
that the applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without
proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any
active compliance schedule, and do not have any overdue annual fees per 15A NCAC 02T .0105(e ).
Note: In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or cyification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 asyell as civil penalties up to $2 ,0 0 per violation.
Signature:
Date: Zvi �J
1�1,26
FORM: SFRWWIS 06-16 Page 7 of 6

ENIGNEERING CALCULATIONS
FOR
WASTEWATER COLLECTION, TREATMENT, &
DISPOSAL FACILITIES FOR A
FOUR BEDROOM SINGLE FAMILY RESIDENCE
8061 SHALLOWFORD RIDGE RD
LEWSISVILLE, NC
(FORSYTH CO.)
OWNER:
JACQUELYN & BRANDON COMBS
1070 MEGHAN LANE
KING, NC 27021
[phone]
DESIGN ENGINEER:
JOHN R. HARMAN, PE
2112 WHITE OAK ROAD
RALEIGH, N.C. 27608
[phone]
+Q� 668ioti�2••.
x SEAL :
9810 _
• ✓� • NO INE '�P a+
N R 0 ;M�'�.
JANUARY 25, 2023
REVISED MAY 2, 2023

JOHN R. HARMAN, P.E.
CONSULTING ENGINEER
2112 White Oak Road
Raleigh, North Carolina 27608
(o) 919.818.2077
(f) 919.779.0826
email= iackharman53rcr --mail.com
May 2, 2023
Re: Engineering Calculations, System Component Sizing Documents, and Supporting Manufacturer's
Cut Sheets Related to a Wastewater Treatment and Surface Spray Dispesal System to serve a
Proposed Four Bedroom Single Family Residence located at 8061 Shallowford Ridge Road,
Lewisville, NC).
Conceptual Basis of Design:
Project Description: The project is described as providing a wastewater collection, septic tank, advanced pre-
treatment (NSF40, or better) components, UV Disinfection, a Flow EQ field dose pump tank, and surface irrigation
to a single field spray zone.
Summary of System Description:
The subject project shall consist of the following:
"For the construction and operation of a 480 gallons per day (GPD) single family residence treatment and irrigation
facility consisting 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 (boo GPD) EZ Treat Polystyrene Recirculating Media Filter, dosed
by a 20 gallon per minute (GPM) recirculation pump, a flow splitting device, a io GPM UV disinfection unit, a
2,500 gallon Field Dose Tank, a 0.39 acre spray irrigation area. Surface irrigation application shall be by means of
timer controlled dosing to a single zone application area. The zone shall feature Fourteen (14) 1.9 gallon per minute
"riser set" adjustable coverage spray heads having a throw radius of 30 feet at 30 psi. The spray head devices shall
be field adjustable with regard to partial circumferential coverage to restrict application only to intended
application area. The irrigation controller shall include a rainfall sensor to prevent irrigation during inclement
weather. The treatment and surface application system shall incorporate all associated piping valves, controls, and
appurtenances to serve the single family residence at 8o6i Shallowford Ridge Road, (Forsyth County, NC), with no
discharge of wastes to surface waters, and pursuant to, and in conformity with any permit the Division of Water
Resources NCDENR may issue.
Component Sizing:
• Septic Tank Sizing: 1-two Gallon
The Septic Tank proposed for use will be equal in respects to NCDHHS Approval STB-395, for a 1,500
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 model capable of treating 48o GPD(standard product
sizing). The Recirc Pump Tank (partitioned tank) proposed for use is a 2,50o Gallon (2
Compartment) Pump Tank equal in respects to NCDHHS Approval PT-271. See Drawings
for details.
Field Dose Tank: The Field Dose Tank proposed for use is a 2.50o Gallon Pump Tank, equal
in respects to NCDHHS Approval PT-271. See Dra-A ings for details.

• Anti -Buoyancy Calculations For Tanks:
-isoo Gal Septic Tank: (ST-395; Garners Septic Tanks, Inc.)= 10.1' x 5.5' (avg.) x 5.42' x 62.4 #/cf = -18787 #
(Upward)
Dead Wt. of Tank (Garners Septic Tanks, Inc.): 11800# (Downward)
Weight of Soil on Top of Tank: 1.68' x ((10.0' x 5.5)- (2 x 3.14 x 1^2)) x 11opcf = 9473#
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)(5.42A2)= 115#/l.f. acting along
circumference which gives a "Mired In" resistance of 115# x (2 x 10.0 + 2 x 5.5') =3565# (Downward)
Total Upward Force: -18787 #
Total Downward Force(s): (11800# + q47�# + 356s#) = 24838#
Net Downward Forces: 6,051#
Safety Factor: [24838/18787]= S.F. >1.32 O.K.
-2.5oo Gal Recirc Tank: (PT-271; Garners Septic Tanks, Inc..)= 12.5' x6.5' x 5.75' h x 62.4 #/cf = -29152 #
(Upward)
Dead Wt. of Tank (Garners Septic Tanks, Inc.): 16000# (Downward)
Weight of Soil on Top of Tank: 1.90' x ((12.5' x 6.5')- (2 x 3.14 x 1^2)) x 11opcf = 15668#
Determine Sliding Resistance (K, Ratio of Lateral to Vertical Earth Pressures ,=0.33; Coefficient of Friction Against
Side of Trench, = o.5; from Table 3, ACI DD41) Rs=(0.33)x(o.5) x 1/2 x(110-62.4)(5.75A2)= 130#/l.f. acting along
circumference which gives a "Mired In" resistance of 130# x (2 x 12.5 + 2 x 6.5) =4940# (Downward)
Total Upward Force: -29152 #
Total Downward Force(s): (16000# + 15668# + 4940#) = 366o8#
Net Downward Forces: 7456# (Greater Than Upward)
Safety Factor: [366o8/29152]= S.F. >1.26 O.K.
-2.50o Gal. Field Dose/Storage Tank: Buoyancy (PT-271; Garners Septic Tanks, Inc.)= 12.5' x6.5' x 5.75' h x 62.4
#/cf = -29152 # (Upward)
Dead Wt. of Tank (Garners Septic Tanks, Inc.): 16000# (Downward)
Weight of Soil on Top of Tank: 2.30' x ((13.33' x 6.5')- (2 x 3.14 x 1^2)) x 11opcf = 16051#
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=(0.83)x(o.5) x 1/2 x(110-62.4)(5.5^2)= 119#/l.f. acting along
circumference which gives a "Mired In" resistance of 119# x (2 x 13.33 + 2 x 6.5) =4720# (Downward)
Total Upward Force: -29152 #
Total Downward Force(s): (16000# + 16o5i# + 4,720#) = 37771#
Net Downward Forces: 761g# (Greater Than Upward)
Safety Factor: [37771/29152]= S.F. >1.29 O.K.
• Pressure Dosing to Media Filter:
-Per manufacturer recommendations: Minimum of 4 times ADF to Media Filter: 4 x 48o gpd = 1920 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 48 doses (max) per day = 1920 gpd. (+/- 4:1 Recirculation)
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.
• Flow Equalization (EQ) Tank/Field Dose Tank- Sizing:
-Using Guidance of 5-Day Storage Requirement; 5 x 48o gpd =2400 gallon (Min.) Requirement
-Bottom "Dead" Storage Requirement for Pump: 18"; Pump Off Elev = 848.3
-Using the Engineer specified 2,500 gallon Pre -Cast Tank:
Recirc Vol for EZ Treat(min) = 48o Gallons; Partition @ 1/3 tank length=45"4+/-68o Gals
Balance of this Tank Available for Field Storage: Field Storage Compartment=96"
Emergency Volume Available in Recirc Tank (above Pump Off Elev, to Inlet of UV): ((850.7-847.95) x
8.o'x6.o')x 7.48=987 Gals
-Using the Engineer specified 2,500 gallon Pre -Cast Tank:
Emergency Volume Available in Field Dose Tank (above Pump Off Elev, to Inlet of UV): ((850.7-847.95)
x 12.o'x6.0')x 7.48=1481 Gals
Total Volume Available for Emergency Storage Above Pump Off: 2468 Gallons (>-G.o Days

-Set Pump "Off' Float 18" above Pump Tank Floor: 846.45+1.5= Elev. 847.95
-Vertical Distance for `Dose Enable" Float above "Off': Use 4"= Elev. 848.3
-Set "Peak Float" +/- 12" above "Dose Enable" Float = Elev. 849.5 +/-
-Allowance for Emergency" Storage: See Cales Above: 2,168 Gallons = >5.o Days
• Spray Dispersal Nozzels:
Use a Full or Adjustable circle impact sprinkler head (Nelson Beta Plastic Model 1322, or equal), rated for
discharging 1.9 gal/minute at 30 psi (throw radius of 30 feet.). Spray heads shall be mounted
approximately 18 inches above natural ground surface, secured and fastened to a steel "T" fence post driven
24 inches below grade.
Estimated Required Pump Conditions:
-Total Demand of Pump: 14 spray heads @ +/-2 gpm = 28 gal/min.
-Friction Loss in field Network (most limiting condition):
2" Sch 40 PVC Pump Tank to Field: 365 ft @ 28 gpm @ 1.5 ft/100' = 5.5 ft. (Vel= 2.7 fps)
1 1/4" Sch 40 PVC to head 9: 44 ft @ 12 gpm @ 2.0 ft/ 100' = 1.o ft. (Vel = 2.5 fps)
1 " Sch 40 PVC to head 12: 50 ft @ 6 gpm @ 3.0 ft/100' = 1.5 ft. (Vel. = 2.5 fps)
3/4" Sch 40 PVC to head 14: 50 ft @ 2 GPM @ 1.0 ft/100' = 0.5 ft (Vel = 1.3 fps)
Piping Friction Loss: 8.5 ft;
Fitting Loss: Estimate 20% of Piping Loss= 1.5 ft.
Static Lift: High Point in Field - Low Water Elev. = 856.5-848.o = 8.5 ft
Discharge Pressure: 30 psi = 69.3 ft.
Total Estimated Network Loss (Total Dynamic Head, TDH): 87.8 ft., say 9o.o ft.
Total Estimated Pumping Conditions: +/- 30 gpm @ 9o' TDH
28 gal/min C& 90 ft. TDH: Suggested Pump is PUTLTRB 2510122W. as supplied by American
Manufacturing Co., or approved equal.
Calculations of Instantaneous Application Rate:
Per Soil Report: Max Instantaneous Rate Recommended = 0.3 in/hr;
Per DWR SFR Workbook the -Min. Application Area = 11,703 S.F. Actual Application Area Provided (Coverage
Area by Spray) = 17,000 S.F, or 0.39 Ac.; Actual Application Rate @ 48o GPD: 48o gpd x 365 days / (0.39 Ac x
27152 gal per Ac-inch) = 16 54 inches per year, Note: This is < 24.01 inchlyr Allowable; Therefore OK
Calculated Instantaneous Application Rate @ 28 GPM = 168o Gal/Hr. over 17,000 s.f. = o.17 in/Hr.; This is
less than the 0.3 in/hr that the Soil Scientist has rated for the soil, Therefore. O.K.
Calculations of Pollutant Removal of PreTreatment Unit:
The EZ Treat Model 600 Pretreatment System is an Innovated and Approved product sanction for use in North
Carolina under the NCDHHS-Division of Public Health for meeting an advanced level of treatment (TS-2) for
wastewater renovation and pollutant removal (I VWS 2015-03-R2), and is incorporated herein by reference. It is
also approved as meeting the less stringent levels of NSF 40 parameters of treatment (which is the level only
required for surface application systems). The constituent levels required under Technical Standard 2 (TS-2) are as
follows:
a. Biochemical oxygen Demand, 5-day (BOD ) <10 mg/l.
b. Total suspended solids < 10 mg/l.
c. Ammonium -nitrogen < 10 mg/l.
d. Either a 50% reduction of total nitrogen (organic + ammonium + nitrate forms) concentration in
the septic tank effluent or a total nitrogen concentration in the effluent from the pretreatment unit
< 15 mg/l.
e. Fecal coliform bacteria densities < 10,000 colonies/ 100ml. �t►04pNH'ri/4, ,% I
(Standards are arithmetic means, except fecal coliform is a
-EndofDesign Calculations C�
/ewwx Cif Ci yrtcrira `J. C�
John R. Harman, PE

IIIIIII�I���I�I1M�
2023014388 00003
FORSYTH CO NC FEE S26 00
..__-=
05-03-2023 08:06:37 AM
LYNNEJOHNSON
3" ZARL=3Y_M V- 01~
BK: RE 3762
PG: 246-246
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(2)
I, Jacquelyn D. Combs (printed name), certify that I am a deeded owner or an
authorized agent of the property located at:
Address: 8061 Shallowford Ridge_R-Odd Parcel No.: 65 7Q DEO
city: Lewisville State: NC zip code: 27023 county: FQrs�-
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 Irrigation/Infiltration Setback to Property Lines
The required setback of feet is reduced to feet, thereby allowing wastewater effluent
irrigation or infiltration no closer than feet from my property line.
Q9 Wastewater Irri ationAnfiltration Setback to Places of Assembly
The required setback of 200 feet is reed to 40 feet, thereby allowing wastewater effluent
irrigation or infiltration no closer than feet from my residence(s) or place(s) of assembly.
❑ Wastewater Treatment and Storage Unit Setback to Property Lines
The required setback of 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 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
assembly. C,
Signature: r if -c _ -- Date: J ?�% 2�
FORM: N D _ 02-19 Page 1 of 2
Original to: c%&,-��►� Cc,����

Applicant/Pennittee: BranS�Qfl R—� bs�_e1 ux Permit No.: Not Yet Assigned
Address: 1070 Meghan-Lane Parcel No.: 50654"Qf4M
City Kn9 State: NC Zip Code: 27-M County: Forsythe
NORTH CAROLINA, CeiS COUNTY
1, �lo.l4e, r l o 41n , a Notary Public for � S County, North Carolina,
do hereby certify that SAL4U4 y11 A. (or'S personally appeared before me this day
T
and acknowledged the due execution of the foregoing instrument
Witness my hand and official seal, this the N"day of 12O23
SEAL
7BLAKE MARTIN
TARY PUBLIC Signature ojNotwy Public
tokes Countyorth Calina Z026My commission expires '��' ZLZ�MyComsion Expire
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'_ oft

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 AGREEMEN r
FORM: SFRWWIS O&N1 08-13
Division of Water Resources
Pennit No WQ0044097
County: FORSYTH_
Property owner(s) as appearing on the recorded deed: Jacquelyn C. Combs, and Brandon R. Combs
Mailing address
1070 Meghan Lane; King, NC 27021
Facility address_ 8061 Shallowford Rdige Road; Lewisville, NC 27023
ligation 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 iigation
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 S25,000 per day.
4. Failure to meet the permit conditions or violation of the State's surface water or groundwater regulations may Noid
the permit.
All owners apoearinu on the leuaI4 recorded property deed shall sign this Operation & Maintenance Aureement
/ We understand the above iccluiremcnis and agree to these terms as part of the issued permit.
Owner Signature
Owner Signature C i� e- Date:
1-01tM: S1•kWWIS0&kr1M-H Pa,c I of I

CONSTRUCTION PLANS FOR A WASTEWATER TREATMENT
0
SURFACE SPRAY IRRIGATION DISPOSAL SYSTEM
FOR A FOUR BEDROOM RESIDENCE
+/_ 8061 SHALLOWFORD RIDGE ROAD, LEWISVILLE, NC
FORSYTH CO. PIN# 5865-79-6060.00
VICINITY MAP Tax Parcel Viewer
10.'3(OC22, 62- :35'M 1:g,026
a a ue d.+ n2 mJ
St-aets Parcels- Mailing Labels G-men: Bend 2
0 dt d2 d.16n:
0 �18 Aerial Imagery Blue- Band 3 Parcel_ - _
Red: Band-1
Ari J tlunn4>evgrT C>n MCP[ 6u,r.> ,RSE PG0..E1P.,a6Dq. IrM51�E4A Maorv.Y> ip�y,n CaM+r q P.'nnuu»n, iMnYn Le. n, 1¢. tYr(1d�a}e�,�i�+IPnM q-,M RaMmPi pMat,sgl Sa+» PaMMm.a1N..e.>iwae.
NTS
NOTES:
I) SITE DATA WHICH INCLUDES PROPERTY BOUNDARIES, TOPO, UTILITIES, ROADS. AND OTHER SITE
FEATURES WERE OBTAINED FROM FORSYTH 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.
Jacquelyn Combs Combs
C/O BRANDON COMBS
1070 MEGHAN LANE
KING, NC 27021
[phone]
NCDENR PERMIT # WQ0044097
RESUBMITTED MAY 29 2023
Adjacent Well Locations
10.131t2022, 11;4C.18 AM 1:4'14
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Streets Parcels- Malmg Labels Green. Band_2 I--M r r r•— . .—ram
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GENERAL LOCATION MAP OF NEARBY HOMES & WELL
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FULL OR ADJUSTABLE CIRCLE IMPACT
SPRINKLER -NELSON BETA PLASTIC.
SINGLE NOZZLE -MODEL 1322
PRESSURE 30 PSI, RADIUS=30 T.
DISCHARGE=1.9 GPM PER HEAD.
PRECIPITATION RATE=+1- 0.25 IN/HR
314• PRESSURE
RFOUl A10R 30 M[
IS—. S^NMODEL
P L[[iP[P OR SOUAi
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NA_"I
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ELBOW�. )['TO S4' BURY -PROVIDE
POSITIVE DRAINAGE
BACK TO PUMP TANK
SPRINKLER HEAD DETAIL
NOT TO SCALE
THE SOIL AMENDMENT NOTES AND SEEDING NOTES BELOW
PERTAIN ONLY TO THE FILL AREAS SHOWN ON PLANS
SOIL AMENDMENT NOTES: The application area shall receive the
additon of 12 inches of loamy topsoil meetingthe appoval of the
Soil Scientist. This is intended to meet the requirements of a 12
inch separation distance to a perched watertable. Before any
topsoil is added, all rock, roots, and extraneous debris shall be
removed. The topsoil shall be incorporated in the surface of the
present soil layers by means of a rotarytiller. The final surface
shalll be crowned to shed water, and the side fill slopes to extend
a minum of 6feet beyound the edges of the spray application area.
A stand of Bermuda grass, fescue, and annual Rye shall be
established soon as possible after seeding. Seeding, Fertilization
and mulching shal be as recommended by the seeding
specifications attached.
Seeding, Fertilizer, & Mulching
Grass Species: Tall Fescue, Rye or Bermuda @ 100# per Ac;
Overseed 50#/AcofTall Fescue each Fall until well established.
Apply Lime and Fertilizer according to test; or, apply 4000#/Acof
Pulvrized Lime and 1000#/Ac of 10-10-10 Fertilizer. Mulching
application shall be 4,000#/Acof Wheat Straw. Anchor mulch as
60" LONG "T" POSTS
FIBERGLASS OR PAINTED STEEL
SET POSTS @ +/_ 25' SPACING
14 GA. HI -TENSILE STEEL WIRE
RIP==jn=1i
24" BURY
DETAIL OF FENCING REQUIRED AROUND
DISPOSAL AREA
(NOT TO SCALE)
I
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SCALE I =20II I
NORTH 20 10 0 20
MINIMUM APPLICATION AREA REQ'D=11,703 S.F. 1
APPLICATION AREA PROVIDED = +/-17,000S.F.
INSTANTANEOUS APPLICATION RATE = 0.17 IN/HR
(I.E,, 28 GPM OVER 17,000 S.F.)
ANNUAL IRRIGATION RATE: 480 GPD X 365 DAYS
=,175200 GAL/YR=23422 C.F./YR OVER 17000 SF =
.378'/YR, OR 16.54 IN/YR
PROPOSED COVERAGE BY SPRAY
HEADS = +/- 17,000 SQ. FT. OTAL
WETTED AREA)
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ADJUST SPRAY HEADS AS
REQUIRED TO WET ONLY
WITHIN FLAGGED SOIL
BOUNDARIES
1�
CLEARING OF VEGETATION
2 WITHIN THE SPRAY
APPLICATION AREA SHALL BE
LIMITED TO THE REMOVAL OF
SMALL UNDERBRUSH AND
00 UNDERSTORY LIMBS, AND IS
O TO BE REMOVED BY HAND
4 CLEARING, MINIMIZING ANY
SOIL DISTURBANCE.
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E-Z TREAT POD MODEL 1200 6' BACKFII$
FREE OF EBRIS
FIN. GRA E
A. SUPP LINE /
4" RETU ` EXISTING GRADE
LIN
SECTION THRU EZ TREAT POD
NTS
NOTE: ARRANGEMENT & LOCATION OF
TANKS AND TREATMENT UNIT MAY VARY
FROM THAT SHOWN ON SITE PLAN. DEFER 5/4 TREX BOARD
TO SITE PLAN DRAWINGS TYPICAL
EFFLUENT FILTER
4" SERVICE LINE FROM RESIDENCE _
24" E-Z SET RISERS (TYPI) -
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NOTE: USE SITE PLAN
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FLOW UV I FIELD DOSE TANK
FOR PROPER TANK &
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PIPING ORIENTATION
SEPTIC TANK
RECIRC. TANK
NC DHHS APPROVED 2500 GAL, PUMP TANK
NC
DHHS APPROVED 1500 GAL. SEPTIC TANK
GARNERS SEPTIC TANKS, INC.
GARNERS SEPTIC TANKS. INC.
PT-271 OR EQUAL
PLAN
ST-39S OR EQUAL
NTS
NOTE: FIELD
VERIFY PRIOR
0 30" E-Z SET RISER WITH COVER
'FIELD VERIFY -THIS FIN.GRADE+/-855C5* - 3/4" BALL VALVE TO ORDERING
IS CONTROLING LEAN OUT 2RISERS
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%
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WITH COVER (TYP)
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LID
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ALL TANKS REQUIRE A
6" THICK STONE BASE
SECTION THRU RECIRC TEE
NTS
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COVER (TYP)
OPTIONAL V VENT
4 2rEBON FLTER (6
0. PER LOLL
UV UNIT
6" SCH 40 PVC BOTTOM
CONNECTION OF TANKS
(24'\IE- [ETRISER2" SCH 40 PVC wITHCi LINE TO b SUPPLY
RAY
FIELD DOSE TANK
NC DHHS APPROVED 2500 GAL, PUMP TANK
GARNERS SEPTIC TANKS, INC.
PT-271 OR EQUAL
ALARM LIGHT J
NOTE POWER TO THIS PANEL 24"0 E-Z SET RISER
15 120 VAC. 3 CIRCUITS REQ'D. WITH COVER (TYP)
CONTROL PANEL (LOCATED
WITHIN 10-FEET OF TANKS)
UV DISINFECTION UNIT 36" MIN
MODEL EZ SET UV 1000-5 _
OR APPROVED EQUAL II
MINI
If INV. IN''BS2. '• �'•" 4' PVC FROM BYPASS
1 II(J7I .— WA,ER - I
TTER VALVE STAGE• W GAL — 'All TO UV UNIT
(IDATlLtV. Y
EFFLUENT EMERGENCY STORAGE THIS
FILTER _ COMPARTMENT I� FIELD DOSETANR: BOTTOM
(SIZW PER 2468 GALLONS 5 OAYSTORA CONNERED TANKS
DESIGN DOSE EN(� WITH 6" SCH 40 PVC
ROW) -SOLID BAFFLE WALL (NO OPEN'GS) ARID WATER -TIGHT
AFFI,EWATS
y'76(LO1NE 6B6 G��FLOOR= +/-847:9 COMPAFLOOR= +/-847.95
12 HP. I i SV, 20 GPMON
BASE
SEPTIC TANK DOSINGTURBIEEZTREATR RECIRC. & STORAGE
NC DHHS APPROVED 1500 GAL_ SEPTIC TANK POD NOT SHOWN NC DHHS APPROVED 2500 GAL. PUMP TANK
GARNERS SEPTIC TANKS, INC. GARNERS SEPTIC TANKS. INC- +!- 45 GALS PER INCH
ST-395 OR EQUAL PT-271 OR EQUAL
SECTION VIEW
NTS
EMERG. STORAGE Vol
O OTH W
= -1. 2468 G
STORAGE= 1481
HIGH W- }4TER A M &
PEAK ENABLE= + 49S
MERCURY FLOA
FOR SPRAY
X_
C0
CONTROL PANEL FOR SPRAY SYSTEM
RAIN SENSOR (IRRIGATION CUT
OFF), MINI-CLIK, RAIN-CLIK,
HUNTER INDUSTRIES, OR EQUAL
4" x 4'
TREATED POST
DRIP CONTROL PANEL
WITH ALARM
CONDUIT FOR PUMP
FIN.GRADE+/-855.2*
*FIELD VERIFY -THIS IS A
CONTROLING ELEVATION.
=TO DISPOSAL
FLOOR= +/-846.45
FIELD DOSE TANK +1- 45 GALS PER INCH
NC DHHS APPROVED 2500 GAL. PUMP TANK
GARNERS SEPTIC TANKS, INC.
PT-271 OR EQUAL
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COOL GUIDE
FLOW COLLAR (COOL GUIDE
The laminar flow collar shall be made of non —corrosive, glueable PVC and have
sufficient holes in the outer guide tube to assure laminar flow for the rated
capacity. The Inner flow collar shall extend near the bottom to provide sufficient
cooling flow for the motor. The dimension between the Inner collar and the
pump motor shall not restrict flow to the pump Intake, but will provide for scouring
of surfaces. The laminar flow collar shall be a "Cod Guide" as manufactured
by American Manufacturing Company, Inc. Patent N 6.262,689.
1. Measure the distance from the bottom of the tank to 6' down from the top of the riser.
Cut the extension pipe (by others) to the length necessary to reach this height. Cut 1/2
of the pipe down 12' to 18' away from the top of the pipe for pump discharge pipo.
3. Glue the extension coupling (by others) to the extension pipe and to the Cool Gul e.
4. For repairs: glue on the Cool Guide flat cap and place the Cool Guide firmly in the
of the tank. Attach the extension to the riser, with the anchors as shown.
5. For new construction: Anchor the flat cap to the bottom of the tank In the proper location
to hold Cool Guide and extension. The cap may or may not be glued to the device. Attach
the extension to the riser with the anchors as shown.
6. Place the pipe dope on the Cool Guide adapter threads and thread them Into pump discharge.
7. Attach cooling collar to adapter with set screw provided.
8. Glue pipe into flow collar and with pump attached, lower Into the guide tube.
9. Attach to discharge pipe, valves, and connect electrical as specified.
ADAPTER
Cool Guide
COOLING COLLIER,,,,Patent
No.
6,262,689
-� 1 C6 PLINGH 40
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NOTES FOR SFR SURFACE SPRAY SYSTEM:
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO ALL NCDWR-.2T RULES, COUNTY
ENVIRONMENTAL HEALTH CODES, AND STATE BOARD OF HEALTH SEWAGE HANDLING AND DISPOSAL REGULATIONS
PERTAINING THERETO WITH REGARD TO THE PERMITTING OF THIS SITE.
2. THE INSTALLATION OF THIS SYSTEM SHALL BE IN ACCRODANCE WITH SPECIFICATIONS AND GUIDANCE PROCEDURES OF
THE MANUFACTURERS OFTHE EQUIPMENT OR PRODUCT.
3. ALL PVC PIPE AND FITTINGS SHALL BE SCHEDULE 40, TYPE I, RATED FOR PRESSURE APPLICATIONS. ALL GLUED JOINTS
SHALL BE CLEANED AND PRIMED WITH PURPLE (DYED) PRIMER PRIOR TO GLUING.
4. ALL CUTTING OF PVC PIPE, AND FLEXIBLE PVC PIPING OR TUBING SHALL BE ACCOMPLISHED BY PIPE CUTTERS. NO
SAWING OF PVC OR TUBING WILL BE ALLOWED.
5. NO ACTIVITY SHALL TAKE PLACE ON THE EFFLUENT APPLICATION AREA OTHER THAN THE MINIMUM REQUIRED FOR THE
INSTALLATION OF THE SYSTEM. THE INSTALLER SHALL USE ONLY EQUIPMENT OF THE APPLICATION AREA THAT WILL
PROVIDE THE LEAST SOIL DISTURBANCE AND WILL MINIMIZE GROUND CONTACT.
6. A LEAKAGE TEST SHALL BE PERFORMED ON EACH PRE -CAST CONCRETE TANK. THIS CAN EITHER ACCOMPLISHED BY A 2
MINUTE TEST WHERE A VACUUM OF 5 INCHES IS HELD FOR 2 MINUTES; OR, A HYDROSTATIC WATER LEVEL TEST
WHEREBY A DROP OF ONE-HALF INCH IS NOT EXCEEDED WITHIN A 24-HOUR PERIOD.
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 EFFLUENT APPLICATION AREA.
9. ALL AUDIBLE AND VISUAL ALARMS FOR THE TREATMENT AND DISPOSAL SYSTEM SHALL BE EXTERNALTO ANY
STRUCTURE.
10. A RAIN SENSOR (MINI-CLIK BY HUNTER INDUSTRIES) OR RAIN -CHECK (RAINBIRD IRRIGATION), OR EQUAL SHALL BE
INSTALLED ATTHE FIELD DOSING CONTROL PANEL, AND SHALL BE WIRED IN WITH THE OPERATIONAL CONTROLS WHICH
CAN PREVENTTHE ACTIVATION OF THE FIELD DOSING PUMP DURING EXTREME WET WEATHER CONDITIONS.
11. ALL CONTROL PANEL ENCLOSURES FOR THE WASTEWATER TREATMENT AND DOSING COMPONENTS SHALL BE NEMA 4X.
12. ALL SURFACE RUNOFF RUNOFF SHALL BE DIVERTED FROM TANKS, RISERS, ETC. TO PREVENT PONDING OR WET
CONDITIONS NEAR OR AROUND THE TREATMENT, STORAGE, AND CONTROL PANEL AREAS.
13. ALL TANK RISER LIDS SHALL BE A MINIMUM OF 6 INCHES ABOVE FINISHED GRADE. ALL RISER LIDS, AND CONTROL PANEL
ENCLOSURES, SHALL BE LOCKABLE OR SECURED IN SOME FASHION TO PREVENT UNAUTHORIZED ENTRY.
GENERAL NOTES:
1. TWO SEPARATE PANELS AR REQUIRED. ONE SHALL BE FOR THE PRE-
TREATMENT, AND ONE FOR THE DRIP DISPOSAL SYSTEM.
2. EACH CONTROL PANEL SHALL BE A NEMA 4X STYLE ENCLOSURE,
AND AS FABRICATED BY THE COMPONENT SUPPLIER.
3. EACH CONTROL PANEL SHALL BE LOCATED AS CLOSE AS POSSIBLE
TO THE COMPONENT IT SERVES, MOUNTED A MINIMUM OF 36 INCHES
ABOVE GRADE. AND FASTENED SECURELY TO A POST OR BOARD.
4. THE INSTALLERS ELECTRICIAN SHALL MAKE THE INTERNAL PANEL
CONNECTIONS FOR TE CONTROL CORDS (INPUT & OUTPUT, AND
GROUNDING ROD). EACH CONTROL PANEL SHALL CONTAIN A
WIRING SCHEMATIC IDENTIFYING THE INTERNAL AND EXTERNAL
CONNECTIONS,
5. POWER CONTROL CIRCUITS TO THE PRETREATMENT CONTROL
PANEL AS WELL AS THE DRIP DISPOSAL CONTROL PANEL SHALL
REQUIRE TWO CIRCUITS: ONE FOR THE PUMP OR BLOWER: AND, ONE
FOR THE ALARM AND CONTROL CIRCUITRY.
6. A MINIMUM CONDUIT SIZE OF 1 1/2 INCH SHALL BE USED FOR
CONNECTIONS FROM PANEL TO PUMP TANKS.
7. EACH CONTROL PANEL SHALL BE PROPERLY GROUNDED BY A
PROPERLY SIZED CONDUCTOR SECURELY FASTENED TO A GROUND
ROD AT THE BASE OF THE CONTROL PANEL LOCATION.
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 NOT USE SILICONE. OR
EXPANED FOAM PRODUCTS.
9. THE PUMP POWER CORDS AND FLOAT SWITCH CABLES SHALL BE
SUPPLIED IN A LENGTH SUITABLE SUCH THAT NO SPLICES WILL
OCCUR WITHIN THE PLUMP TANKS. IF A SPLICE MUST BE MADE, IT
SHALL OCCUR MADE ABOVE GRADE IN A NEMA 4X JUNCTION BOX,
WITH ALL CABLE CLEARLY LABELED.
10.ALARMS SHALL BE .AUDIBLE .AND VISIBLE.
-MAINTENANCE SCHEDULE
ITEM
FREQUENCY
TASK.
SEPTIC TANKS
3 - 4 MONTHS
CHECK SOLIDS ACCUMULATION,
IN/EXFILTRATION, BAFFLE DAMAGE,
BLOCKAGES. CHECK THE FILTER.
3 - 5 YEARS
PUMP SEPT.AGE IF REQUIRED
PUMP TANKS
3 - 4 MONTHS
CHECK SOLIDS ACCUMULATION,
PUMP OUT SOLIDS IF REQUIRED_
CHEEK IN/EXFILTRATION. CHECK
FOR PROPERLY OPERATING FLOATS.
CHECK HIGH WATER ALARM
EQUIPMENT & CONTROLS
3 - 4 MONTHS
CHECK FLOAT CONTROLS & ALARMS,
FOLLOW MANUFACTURER'S SERVICE
REOUIREMENTS.
FORCE MAINS &
6 MONTHS
CHECK FOR LEAKS & RE -MEASURE
SUPPLY MANIFOLDS
FLOW IF NECESSARY. CHECK FOR
EXPOSED PIPE
FIELDS 3 - 4 MONTHS CONTROL VEGETATIVE GROWTH FOR
PROPER INSPECTIONS. CHECK FOR
EROSION, PONDING OF WATER,
SURFACING OF EFFLUENT
MEDIA FILTER 6 MONTHS MEASURE FLOW BY TIMING DRAW
DOWN IN THE PROCESSING TANK -
CHECK FOR PONDING/CLOGGING.
12 MONTHS SAMPLE DISCHARGE WASTEWATER
DRAW LABORATORY SAMPLES AND
REPORT TO AGENCIES.
GENERAL NOTES:
SEEDING SPECIFICATIONS
APPLIES TO ALL DISTURBED AREAS OUTSIDE DRIPPER FIELD
FESCUE
-A.LESPEDFZA.
LESPEDEZA
iCDLA BAHIAGRASS
0
Z
RATE (LB/ACRE)
p
100
a
30
10
50
EDING NOTES
AFTER SEPTEMBER 1 USE UNSCARIFIE:D SERICEA SEED.
WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40
ACRE.
OVER -SEED 50 LB/.ACRE OF TALL FESCUE EACH FALL, UNTIL WELL ESTABLISHED.
EEN .APRIL 15 AND AUGUST 15, ADD 10 LB/ACRE CkWAAN MILI.E1 OR 15 LB ACRE
ANGRASS- PRIOR TO MAY 1 OR AFTER AUGUST 15, ADD 40 LB/ACRE RYE {MAIN)
IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS, OVERSEEDING OF
LESPEDEZAS OVER THE FALL SEEDED TALL FESCUE IS VERY EFFECTIVE USE
ILLED BERMUDAGRASS SEED IN FALL.
AMENDMENTS
Y LIME AND FERTILIZER ACCORDING TO TESTS, OR APPLY 4,000 LB/ACRE GROUND
:ULTURE UMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER
Y 4,000 LB/ACRE GRAIN STRAW, OR EQUIVALENT CO,'ER DF ANIOTHER SUITABLE
WING MATERIAL. ANCHOR MULCH B1 TACKING WITH ASPHALT, ROVING OR NETTING.
NG IS THE PREFERRED ANCHORING METI-IOD ON STFFP SLOPES.
TILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED
OR TW10E A YEAR, BUT MOWING IS NOT NECESSARY- RESEED, FERTILIZE AND
DAMAGED AREAS IMMEDIATELY,
I. HOUSING AND OTHER STRUCTURES AS MIGHT BE SHOWN ON THESE PLANS ARE BASED UPON
INFORMATION AVAILABLE. LOCATION OF DWELLING AND STRUCTURES ARE SUBJECT TO CHANGE
DURING CONSTRUCTION. PUMPS, HEAD LOSS CALCULATIONS, ETC. MAY NEED TO BE RE-EVALUATED
IF ALTERATIONS TO SUCH LOCATIONS ARE REQUIRED.
2. LAYOUT OF THE APPLICATION AREA IS BASED ON FIELD DELINEATION OF SOILS AREA PERFORMED
BY PIEDMONT ENVIRONMENTAL ASSOCIATES, P.A. ANY CHANGE IN LAYOUT, BY THE SYSTEM
INSTALLER, OUTSIDE OF THIS AREA WILL NEED TO BE APPROVED BY THE SOILS CONSULTANT AND THE
ENGINEER. CLEARING OF VEGETATION & TRESS LESS THAN 2" DIAMETER IS PERMITTED.
3. THERE ARE NO KNOWN EXISTING WELLS, BUILDINGS, OR STRUCTURES WITHIN THE REQUIRED
BUFFERS.
4. THERE ARE NO AREAS WITH THE APPLICATION AREA THAT ARE WITHIN THE 100 YEAR
FLOODPLAIN.
S. THE APPLICATION AREA SHALL BE MAINTAINED AS A WOODED OR "NATURAL" AREA SITE.
6. A LEAKAGE TEST SHALL BE PERFORMED ON ALL TANKS WHEREBY AN EXFILTRAT10N RATE SHALL
NOT EXCEED A ONE-HALF INCH DROP IN A 24-HOUR PERIOD, AS OBSERVED AND CERTIFIED BY THE
ENGINEER.
7. ALL PRESSURE PIPING SHALL BE SCH. 40 PVC AND PRESSURE TESTED TO AN INITIAL PRESSURE OF 55
PSI, AND A 5 PSI DROP IN A 2 HOUR PERIOD IS NOT EXCEEDED.
TimmT
OrencoO AXUV Disinfection Unit
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NO ACCURACY IS IMPLIED.
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