WQ0044550_More Information (Received)_20231113

JOHN R. HA 1 ]L 1 V q RE
PROFESSIONAL CONSULTING ENGINEER
2112 White Oak Road..... Raleigh, North Carolina.....27608
[e-mail]
October 15, 2023
Mr. Zachery J. Mega, Engineer III
NCDENR-Non Discharge Unit; Engineering & Permits
512 N Salisbury St.
Raleigh, NC 27601
Re: Response to DWR Comment Letter of 09/20/23
WQ0044550-SFR Wastewater Irrigation System -Chatham County, NC
1725 Farrington Road -Chatham County
Dear Mr. Mega:
This purpose of this correspondence is to offer reply to your comments/additional information requested
in your letter of September 20, 2023. Responses below will be given, more or less, in the order of the
items listed in your letter.
Items "A" & B": No Comments Provided, No Response needed.
Item "C" Application:
1. Comment: "...Items VI.2.b & VI.2.d —There are additional tanks (PT-347 and PT-484) listed in
these sections that are not mentioned anywhere else....."
Response: Application Form has been amended accordingly.
2. Comment: "The specified pump capacity (flow and TDH) for the irrigation pump does not match
the Specifications (Section 24 on Page 4) and the Engineering Calculations (Page 4) ".
Response: Application Form, Calculations, & Specifications have been amended accordingly.
3. Item VIIA. Comment: "1-4 " is listed under the "Field" column but there is only one (1)
proposed irrigation site.
Response: The wastewater dispersal area is one (1) Field comprised of four (4) zones, so the
Application is revised to reflect one (1) Field.
Item VIIA 2(b) Comment: "Please revise the emitter wetted area to be for a single drip
emitter "
Response: The Application has been revised to reflect the calculated wetted area of each emitter.
Item "D" Property Ownership Documentation: No Comments Provided, No Response needed.
Item "E" Setback Waivers: Comment: "The setback waiver for 1727 Farrington Road needs to include
reduced setbacks from the irrigation site to property lines"
Response: A revised and executed setback waiver is included with this resubmittal.
Item "F" Soil Evaluation: Responses to DEQ Review Comments will be addressed by Soil &
Environmental Consultants, P.A, submitted herewith under separate cover.
Item "G" Engineering Plans:

1. Comment Sheet 2: " If this sheet will serve as the Site Map for the proposed facility, please
delineate the compliance and review boundaries per 1 SA NCAC 02L . 0107(i) and 02L.0108
and show soil mapping units for all irrigation sites. [1 SA NCAC 02T . 0604(d)]. Please also
show the proposed storage units. "
Response: The appropriate plan sheets have been amended in accordance with the comments.
2. Comment Sheet 2A-: "a. The property line setback dimension shown for the irrigation site on
the north side should be based on the wetted area boundary and not the extent of the drip
lines. " b. "Please label the recirculation/storage tank. "
Response: For all intent and purposes the extent of the drip lines constitutes the wetted area.
The 20' sanctioned setback applies to any portion of the dispersal components within the
application area. The Recirculation / Storage Tank label has been added.
Comment: "On page 4 of the engineering plan set, the "Section Thru EZ Treat Pod " detail list it as a
Model 1200 EZ- Treat system. Please update this to reflect the currently designed Model 600 EZ- Treat
system. "
Response: The plans have been corrected in accordance with the comment.
3. Comment Sheet 3: "Please show the location of the air release valve(s) and the highest
elevation drip emitter per Instruction G of Form: SFRWWIS 06-16.
Response: Valves for Air Releases, and Check Valves are shown in typical details on Sheet 6
and apply to each Supply & Return Manifolds whose locations are noted on Sheet 3. There
are no drains. Other miscellaneous zone control valves, meters, etc. are illustrated on Sheet 7.
The highest emitter elevation is shown on Sheet 3.
4. Comments Sheet 4: "a. The E-Z Treat section view specifies Model 1200 on the left and
Model 600 on the right. " " b.. The table of elevations lists the septic tank outlet pipe ("C' )
higher than the inlet pipe ("B'). "
Response: The comments offered have been addressed in the revised Plan Sheet 4
Item "11" Specifications: Comments: "1. Please revise the recirculation tank capacity in Section 10
on Page 2 to specify gallons. "2. The dose range and dose duration for a single pod system listed in
Section 17 on Page 3 do not match the 33 gallons per dose and 2.4-minute duration every 20 minutes
specified in the Engineering Calculations or the summary table on Page 7. " "3. Section 19 on Page 4
refers to a "Three Zone Residential Drip Hydraulic Unit", but there are four (4) irrigation zones
proposed for the irrigation site" "4. The summary table on Page 7 lists 600 GPD for the ADF instead of
480 GPD, which was determined as the total wastewater flow in Item IV.5 of Form: SFRWWIS 06-16. "
Response: The four comments provided have been addressed through revisions made to the
Specifications.
Item "I" Engineering Calculations: Comments: 1. "The media filter dosing calculation on Page 3
references a "minimum of 7 times ADF" per the Manufacturer's recommendations, however, four (4)
times the ADF is used in the equation that follows. 600 GPD is used as the ADF instead of 480 GPD,
which was determined as the total wastewater flow in Item IV.S of Form: SFRWWIS 06-16.
2. TDH Calculation — a. "The number of laterals listed per irrigation zone does not match the following
pages and the Engineering Plans. " b. "The pump "off' elevation specified does not match the previous
page (Page 4) and the Engineering Plans.
Response: The comments provided have been addressed through revisions made to the Engineering
Calculations and Plan Sheet.
Item "J Site Map:
Project Number: 10//01 /23 Page 2 of 3

Comment: ",,,please delineate the compliance and review boundaries per 15A NCAC 02L
.0107(i) and 02L .0108 and show soil mapping units for all irrigation sites. [15A NCAC 02T
. 0604(d)] "
Response: Compliance and Review Boundaries have been referenced by notation, as well as
the Soil Mapping Series for the Site. This notation added to Sheet 2 of 8 of the Site Plans in
accordance with the Comment.
Item "K" Operation & Maintenance Plan:
1. Comment: "No Operation & Maintenance Plan has been provided. Please provide an
Operation & Maintenance Plan pursuant to 15A NCAC 02T. 0604(t). "
Response: The Operation & Maintenance Schedule is illustrated and featured in the Plans on
the top -middle of Sheet 8 of 8.
Item "L" Operational Agreement:
Comment: "The submitted O&MAgreement was completed on an outdated version of the
form. Please resubmit using the latest version of the form found on the Non -Discharge
website. Please also add the assigned permit number (WQ0044550) to the form. ".
Response: The new Operational Agreement is attached, signed by the Permitee.
Item "M" Additional Documentation:
- Threatened or Endangered Aquatic Species: Comment: "A Federally -listed
species is documented within the project area. The North Carolina Natural Heritage Program
(NCNHP) recommends that the US Fish and Wildlife Service (USFWS) be contacted for further
guidance ".
- Response: The documentation provided by the Natural Heritage Program had
many species of birds, plants, lizards, etc. listed as being present in the subject project area
of interest. However, the only "aquatic" species found present was a crayfish which did
not carry the distinction of being "threatened or endangered" in its "Status" column. This
project is not expected to impact any waterways, it is theorized that no impact on any
aquatic species will be affected.
It is hoped that the foregoing responses are satisfactory for staff to conclude their review pursuant to
permit issuance. If any questions arise regarding this matter, please do not hesitate to call.
Regards,
(7044, le. Mar4wafr
John R. Harman, PE
Consulting Engineer (NC PE #9810)
Attachments: Soils Consultants Comment Reponses
Revised Plans, Calcs, & Specifications
Revised Application & New O&M Agreement Form
Revised Setback Waiver-1727 Farrington Rd Granted to 1725 Farrington Rd
Project Number: 10//O 1 /23 Page 3 of 3

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
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 .I900, 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 on 'nal
and at least two copies of the aRplication and siMporting 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 1.2. is a corporation or company, provide documentation it is registered for business with the
North Carolina Secretary of State.
❑ If the Applicant Type in Item 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 I1.2. shall be consistent with the facility name on the plans, specifications, agreements, etc.
® The Professional Engineer's Certification on Page 6 of the Single -Family Residence Wastewater Irrigation Systems (FORM:
SFRWWIS 06-16) application shall be signed, sealed and dated by a North Carolina licensed Professional Engineer.
® The Applicant's Certification on Page 6 of the Single -Family Residence Wastewater Irrigation Systems (FORM: SFRWWIS
06-16) application shall be signed in accordance with 15A NCAC 02T .0106[b). Per 15A NCAC 02T .010G 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 .0106fb).
❑ If this project is for a renewal without modification, use the Non-Dischame 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 pen -nit 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 I of

Soil Evaluation (All Application Packages that include new irrigation sites):
®Per ] 5A NCAC 02T .0604Iand 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 Sail Scientist Evaluation Policy.
❑ Soil profile descriptions meeting all of the requirements of the Soil Scientist Evaluation Policv.
❑ 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{r]{ 1 }, submit standard size and 11 x 17-inch plan sets that have been signed, sealed and dated by a
North Carolina licensed Professional En ineer.
® At a minimum, the engineering plans shall include the following items:
® Table of contents with each sheet numbered, as well as cross-referenced with the appropriate application items.
® A general location map with at least two geographic references, vicinity map, topographic map and site map.
® A process and instrumentation diagram showing all flow, recycle/return, electrical paths, etc.
® Plan and profile views of all treatment and storage units, including their piping, valves, and equipment (i.e., pumps, etc.),
as well as their dimensions and elevations.
® Details of all piping, valves, pumps, precipitation/soil moisture sensors, etc.
® A hydraulic profile from the treatment plant headworks to the highest irrigation point.
® The irrigation area with an overlay of the suitable irrigation areas depicted in the Soil Evaluation.
® Each nozzle/emitter and their wetted area influence, and each irrigation zone labeled as it will be operated.
® Locations within the irrigation system of air releases, drains, control valves, highest irrigation nozzle/emitter, etc.
® Plans shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT FOR
CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the plans may be labeled
with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
INSTRUCTIONS FOR FORM: SFRWWIS 06-16 & SUPPORTING DOCUMENTATION Page 2 of 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.
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 detennined (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 -Fancily Residence Loading Rate Workbook.
J. Site Map (All Application Packages):
® Per 15A NCAC 02T .0604(d1, submit standard size and 11 x 17-inch site maps that have been signed, sealed and dated by a
North Carolina licensed Professional E-njzineer and/or Professional Land Surve or.
® For clarity, multiple site maps of the facility with cut sheet annotations may be submitted.
® At a minimum, the site map shall include the following:
® A scaled map of the site with topographic contour intervals not exceeding two feet and showing all facility -related
structures and fences within the wastewater treatment, storage and irrigation areas.
® Soil mapping units shown on all irrigation sites.
❑ The location of all wells (including usage and construction details if available), streams (ephemeral, intermittent, and
perennial), springs, lakes, ponds, and other surface drainage features within 500 feet of all wastewater treatment, storage
and irrigation sites.
• Delineation of the compliance and review boundaries per 15A NCAC 02L .0i07(i) and .0109.
® Setbacks as required by 15A NCAC 02T.
® 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 .01 16, however, a preliminary O&M Plan shall be submitted with each application package.
L. Operation and Maintenance Agreement (All Application Packages):
® Per 15A NCAC 02T .0604(h), submit a notarized 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(_), 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 15A 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 15A NCAC 02 B3 O I I0.
P. Other Environmental Permits (All Application Packages that include stream or wetland crossings):
❑ Per 15A NCAC 02T .0105(c)I6I, 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 PemiittinP_ Scction — Wetlands 401 Certification
❑ US Army Corps oFEngiricers 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 pen-nits/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 Deliver:
512 N. SALISBURY ST.
RALEIGH, NORTH CAROLINA 27604
FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: SFRWWIS 06-16 & SUPPORTING DOCUMENTATION Page 4 of

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
Division of Water Resources
15A NCAC 02T .0600 — SINGLE-FAMILY RESIDENCE WASTEWATER IRRIGATION SYSTEMS
FORM: SFRWWIS 06-16
I. APPLICANT INFORMATION:
1. Applicant's name as appears on deed, contract or lease agreement: Blacksmith Ranch, LLC
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership
3. Signature authority's name: William Foy per 15A NCAC 02T .0106th]Title: Registered Agent
4. Applicant's mailing address: 1719 Farrington Road
City: Apex State: NC Zip: 27523-
5. Applicant's contact information:
Telephone number: [phone] Fax number: (_) = Email Address: beauxb m a.. ail.com
II. FACILITY INFORMATION:
1. Facility name: Wastewater Treatment & Surface Drip Irrigation Disposal System for a 4 Bedrrom Residence-1725 Farrington
Rd. Chatham Co., NC
2. Facility status: ❑ Existing or ® Proposed
3. Facility's physical address: 1725 Farrington Road
City: Apex State: NC Zip: 27523- County: Chatham
4. Wastewater Treatment Facility Coordinates: Latitude: 35' 45' 3 7 " Longitude: -79' 00' 34"
Provide the following latitude and longitude coordinate determination information:
Datum: NAD83 Level of accuracy: Nearest second Method of measurement: Digital or raw photo extraction
5. USGS Map Name: Farrington 1993
III. CONSULTANT INFORMATION:
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: (_) = Email Address:,iackharman53CCb`gmail.cam
2. Soil Scientist's name: Richard A Pontello License Number: 1232 Firm: Soil & Envir nmental Consultants PA
Soil Scientist's mailing address: 84I2 Falls of Neuse Rd
City: Raleigh State: NC Zip: 27615-
Telephone number: [phone] Fax number: (_) = Email Address: 02ontelto cvsandec.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 pri.or to Surface Drip Application
4. Wastewater flow: 480 GPD
FORM: SFRWWIS 06-16 Pagel of6

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
FORM: SFRWWIS 06-16 Page 2 of 6

IV. GENERAL REQUIREMENTS — 15A NCAC 02T .0100 (CONTINUED):
5. Using 15A NCAC 02T .01 14, explain how the total wastewater flow was determined:
Establishment Type
Flow Basis
FFlow
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 �
Droved ate
Permit/Certification No.
Agency Reviewer
Submitted
A
Nationwide 12 or 404
Wetlands 401
7. What is the nearest 100-year flood plain elevation to the facility? 237.8 feet mean sea level. Source: FRIS Panel 9782
Are any treatment, storage or irrigation systems located within the 100-year flood plain? ❑ Yes or ® No
If yes, has documentation of compliance with Article 21 Part 6 of Chapter 143 of the G.S. been provided? ❑ Yes or ❑ No
V. DESIGN CRITERIA AND SETBACKS— 15A NCAC 02T .0605 & .0606:
1. Provide the estimated influent and designed effluent concentrations from the engineering calculations to verify conformance
with 15A NCAC 02T .0605(b) for the following parameters:
Estimated Influent
Designed Effluent
Minimum Required
Parameter
Concentration
Concentration
Degree of Treatment
(monthly averse
Prior to Storage
Biochemical Oxygen Demand
350 mg/1
<10 mg/l
<_30 mg/1
BODS
Total Suspended Solids (TSS)
350 mg/1
<10 mg/1
<30 mg/I
Ammonia Nitrogen (NH3-N)
30 mg/1
<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( , 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(e?, 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 .0605(i), how will restricted access to the irrigation system be provided? 2-Strand Fence
Are all treatment units and control panels locked to prevent entry? ® Yes or ❑ No
9. In accordance with 15A NCAC 02T .0605.(i), do the designed irrigation loading rates (see Application Item VIIA.) exceed the
soil scientist recommended loading rates (see Application Item VII.3.)? ❑ Yes or ® No
10. In accordance with i5A NCAC 02T .0605(k), does the septic tank design adhere to 15A NCAC I9A .1900? ® Yes or ❑ No
FORM: SFRWWIS 06-16 Page 3 of

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: 10 GPM.
12. In accordance with 15A NCAC 02T .0605(m), has a minimum of five days of storage based on average daily flow between the
pump off float and inlet invert pipe been provided? ® Yes or ❑ No
13. In accordance with i 5A NCAC .02T .0605(n 1, have all tanks containing pumps been provided with audible and visual alarms
that are external to any structure? ® Yes (Plan Sheet: 4 of 8 & Specification Page: ) or ❑ No
14. In accordance with 15A NCAC 02T .0605(o), has a precipitation or soil moisture sensor been provided?
® Yes (Plan Sheet: 4 of 8 & Specification Page: ) or ❑ No
15. In accordance with 15A NCAC 02T .0605W, 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(a), 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 (I 5A 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 /
Mora e Unit
Any habitable residence or place of assembly under separate ownership or not to be
maintained as part of the project site
+-210
+/- 135
Any habitable residence or place of assembly owned by the Permittee to be maintained as
art of the.project site
+/- 65
Any private or public water supply source
> 400'
> 200'
Surface waters (streams — intermittent and perennial, perennial waterbodies, and wetlands)
N/A
N/A
Groundwater lowering ditches (where the bottom of the ditch intersects the SHWT)
N/A
Subsurface groundwater lowering drainage systems
N/A
Surface water diversions (ephemeral streams, waterways, ditches)
+/- 25'
Any well with exception of monitoring wells
>400'
>200'
Any property line
Waivered
Waivered
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
20'*
Waivered
Nitrification field
>150'
Any building foundation or basement
>40'
20. Are any setback waivers proposed for this facility? ® Yes or ❑ No
If yes, in accordance with I5A NCAC 02T .0606(c), submit the appropriate setback waivers (FORM: NDWSW) that have
been notarized, signed by all parties involved and recorded with the County Register of Deeds. Waivers involving the
compliance boundary shall be in accordance with 15A NCAC 02L .0107.
FORM: SFRWWIS 06-16 Page 4 of 6

VI. WASTEWATER TREATMENT & STORAGE FACILITY DESIGN:
1. Type of treatment system: 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):
No. of
Manufacturer or
Dimensions (ft) /
Volume
Plan Sheet
Specification
Treatment Unit
Units
Material
Spacings in
al
Reference
Reference
Septic Tank
1
Shoaf Pr3eC0ast STB-
10.5'x5.5'x5.83'
1500
4 of 8
Select
Other
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
1
EZ Treat 600
+/- 7' x 4.5
NA
4 of 8
Recirculation Tank
Shoaf PreCast PT-
12. 5' x6. 5' x5. 5 d'
2500
4 of 8
2103
Avail for Emerg
Other
1436
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
4 of 8
Select
d. PUMP/STORAGE TANK:
Manufacturer or
No. of
Total
Effective
Effective
Plan Sheet
Specification
Material
Units
Dimensions (ft)
Volume
Volume
Storage
Reference
Reference
al
(al)
(days)
Shoaf PreCast
1
13. 2' x6. 3' x7. 0' d
3500
3596
>5
4 of 8
Avail for Emerg
Mode1PT-2105
Storage
e. PUMPS:
Location
No. of
Pumps
Purpose
I
Manufacturer /
Type
Capacity
Plan Sheet
I Reference
Specification
Reference
GPM
I TDH
2500 Gal Recirc
1
Dose EZ Treat Pod
StatRite Step20
20
100'
S of 8
3500 Field Dose
Tank
1
Field Dosing
Goulds
PUTB 1534122 W
17
130
5 of 8
f. BLOWERS:
Location
No. of
Blowers
Units Served
Manufacturer /
Type
Capacity
(CFM)
Plan Sheet
Reference
Specification
Reference
g. MIXERS:
FORM: SFRWWIS 06-16 Page 5 of 6

Location
No. of
Mixers
Units Served
Manufacturer /
Type
Power
h
Plan Sheet
Reference
Specification
Reference
FORM: SFRWWIS 06-16 Page 6 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? Fescue
3. Soil Evaluation recommendations:
Soil Series
Fields within Soil Area
Minimum Observed
Depth to SHWT
fit
Recommended
Loading Rate
in/hr
Recommended
Loading Rate
in/yr
Creedmoor
100 a
0. 5'
<0. 5"/Hr
<14. 71"/Yr
4. Irrigation System Information (Note — this table may be expanded for additional fields):
Field
Area
(acres)
Dominant
Soil Series
Designed
Rate
(in/hr)
Designed
Rate
(in/yr)
Latitude '
(DMS)
Longitude
(DMS)
Waterbody
Stream Index
No. Z
Classification
1
0.44 Ac
Creedmoor
0.15"/hr
14.70"/Yr
35°45' 37"
-79°00' 3"
N/A
N/A
o r or
o r r,
O I II
O 1 II
O / II
O II
o r to
o r rr
Total
0.44
1 Provide the following latitude and longitude coordinate determination information:
Datum: NAD83 Level of accuracy: Nearest 10. seconds Method of measurement:
MaI2 inte retation by extraction
For assistance determining the waterbody stream index number and its associated classification, instructions may be
downloaded at: htts:.'•'ncdenr.s3.amazonaws.cUmis3fs-
ub€iel ater'fo20 unlit iA uifer"/,,20ProtectioruLAUiAgreements/WSCA%2008-€3. df.
Spray Irrigation Design Elements
Drip Irrigation Design Elements
Nozzle wetted diameter:
ft
Emitter wetted area:
6.74 ft'-
Nozzle wetted area:
ft-
Distance between laterals:
3.37 ft
Nozzle capacity:
GPM
Distance between emitters:
2 ft
Nozzle manufacturer/model:
/
Emitter capacity:
0.61 GPH
Elevation of highest nozzle:
ft
Emitter manufacturer/model:
Netafim / BioRam
Specification Reference:
Elevation of highest emitter:
+/-269 ft
77
Specification Reference:
Sheet 3 of 8
FORM: SFRWWIS 06-16 Page 7 of

Professional Engineer's Certification:
John R. Harman, PE attest that this application for
(Professional Engineer's name from Application Item III.1.)
Wastewater Treatment & Surface Drip Irrigation Disposal System for a 4 Bedroom Residence-1725
Farrington Rd, ChWhRrIn
(Facility name from Application Item II.1. )
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best of my
knowledge the proposed design has been prepared in accordance with this application package and its instructions, as well as all
applicable regulations and statutes. Although other professionals may have developed certain portions of this submittal package,
inclusion of these materials under my signature and seal signifies that I have reviewed this material and have judged it to be consistent
with the proposed design.
Note: In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal; signature, and date:
��so �300
Applicant's Certification per 15.A NCAC 02T A RM h :
William Foy
•pfaara •�(�y'''�
SEAL
9810
w R Hk?.t7
attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
Wastewater Treatment & Surface Drip Irrigation Disposal System for a 4 Bedroom Residence-1725
Farrinaton Rd; Chatham Co., NC
(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 enforcemernt action that may include civil
penalties, injunctive relief, and/or criminal prosecution. I -,will snake 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.
1 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 exhniiated 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, r t-tifi - do in any ap 4nnon package shall be guilty of a Class 2 mistirnic7io,. wZiiv include a fine not to
exceed $10.0 pellaltitl p r$25,000 per violation.
Signatur � Date
�O
FORM: SFRWWIS 06-16 Page 7 of 6

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
SINGLE-FAMILY RESIDENCE WASTEWATER IRRIGATION SYSTEM
Division of Water Resources OPERATION AND MAINTENANCE AGREEMENT
FORM: SFRWWIS-O&M 09-18
Permit No. WQ0044550
Counter: Chatham
Permittee: R l a c k sm 1 th Ranch, I , I . C - — - - (i.e., all deeded property owners)
The Permittee agrees to operate and maintain the single-family residence wastewater treatment and irrigation system as
follows -
I . Inspect the septic tank annually, and pump out solids as needed.
2. Inspect and clean the septic tank effluent filter annually. (if applicable)
3. Inspect the tablet chlorinator weekly. Add wastewater grade chlorine tablets (e.g., calcium hypochlorite) as needed.
Swimming pool grade chlorine tablets are not acceptable. (if applicable)
4. Inspect the ultraviolet disinfection unit weekly. Clean or replace the lamps and quartz sleeves as needed. (if
applicable)
5. Inspect all storage t=ks, pumps, and alarms monthly. Remove the floating scum layer in all pump/storage tanks
when pumping the septic tank solids out,
6. Inspect the spray irrigation system monthly to verify: proper operation of the spray heads; that there are no leaks;
that vegetative growth does not obstruct the spray heads; that the irrigated wastewater is not ponding in or running
off the designated irrigation area; and that there are no objectionable odors. (ifapplicable)
7. Inspect the drip irrigation system monthly to verify: proper operation of the drip lines; that there are no leaks; that
vegetative growth does not obstruct the drip emitters; that the irrigated wastewater is not ponding in or running off
the designated irrigation area; and that there are no objectionable odors. izfapplicable)
8. Maintain a set of Division -approved engineering plans and specifications.
9. Pay the required annual fee.
10. Request renewal of this permit on Division -approved forms no later than 180 days prior to expiration.
11. Sign and provide a Change of Ownership appI icat ion to any future owner of the single-family residence wastewater
treatment and irrigation system for their completion and submission to the Division of Water Resources.
We. understand
Signature: -
Signature:
Signature:
Signature:
and agree to these terms as part of the issued permit.
- Date:
Date:
Date:
Date:
All deeded ro err-► owners shall sign. this Operation and Maintenance Agreement
FORM: SFRWWIS-O&M 09-18 Page 1 of i

BK 2363 PG 0587
FILED
CHATHAM COUNTY NC
`--- f — LUNDAYA. RIGGSBEE —
REGISTER OF DEEDS
FILED May 24, 2023
AT 08:19:51 am
BOOK 02363
START PAGE 0587
END PAGE 0588
INSTRUMENT # 04461
EXCISE TAX (None)
State of North Carolina
Department of Environmental Quality
Division of Water Resources
NON -DISCHARGE WASTEWATER SYSTEM WAIVER
AGREEMENT TO WAIVE SETBACKS AS REQUIRED BY
15A NCAC 02T .0506(a), .0506(b), .0606(a), .0706(a) AND .1006(a)
1 William FoX (printed name), certify that I am a deeded owner or an
authorized agent of the property located at:
Address: 172Z FarrinatQn Road
Parcel No.: 9793-00-6J -5911 8
City: Apex State: NC Zip Code: 27523 County: Chat
Furthermore, I certify that 1 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.
1 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 Propem Lines
The required setback of 50 feet is reduced to 20 feet, thereby allowing wastewater effluent
irrigation or infiltration no closer than 20 feet from my property line.
❑ Wastel+arer Irritation/Infiltration Setback w Places of Assembly
The required setback of _ feet is reduced to _ feet, thereby allowing wastewater effluent
irrigation or infiltration no closer than - feet from my residence(s) or place(s) of assembly.
® 1't'astewater Treatment and Storage Unit Setback to P rap erty Lines
The required setback of 50 feet is reduced to 25 feet, thereby allowing the construction of
wastewater treatment and storage units no closer than 25 feet from my property line.
❑ Wastewater Treatment and Storage Unit Setback to Places of .ASsembh
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
assemblyf r f
Signature.
Date: /
FORM: NDWSW 02-19 Page I oft
��ftlrn {'o -J-4H i1.A141ZA4A l 7//:Z1W �C-o,4,� j�,� �,��e/c.sl��JG 274oa

BK 2363 PG 0588
Applicant/Permittee: Blacksmith Ranch, LLC Permit No.: Not Yet Assigned
Address: 1725 Farrington Road Parcel No.: 9793-00-61.0000
City: Apex
C-1 o►-acic
State: NC Zip Code: 27523 County: Chatham
_ 1-P COUNTY
CoioY ada
I, r i n V a Notary Public for -T Ck:O County, i a
do hereby certify that lk 'Di IY7 S jA2.1 'r Lf personally appeared before me this day
and acknowledged the due execution of the foregoing instrument.
Witness my hand and official seal, this the 2 day of
SEAL
I[ARINA M ESCARCEGA I Notary nature o
NWARY PUBUC Signature Public
STATE OF COLORAW ^1�,-7�/�
Wes'IO��'� My commission expires Oy . 7Z li-bw
MY COMMISSION WIRES NOVEMBER 28.2428
Once notarized, this form shall be recorded at the Register of Deeds in the county or counties in
which the described properties are located. A copy of the recorded waiver shall be sent to the
following address:
Division of Water Resources
Non -Discharge Branch
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
FORM: NDWSW 03-17 Page 2 of 2

BK 2333 PG 0649 FILED
CHATHAM COUNTY NC
LUNDAY A. RIGGSBEE
REGISTER OF DEEDS
FILED
Nov 03, 2022
AT
02:47:03 pm
BOOK
02333
START PAGE
0649
END PAGE
0650
INSTRUMENT # 12542
EXCISE TAX
(None)
State of North Carolina
Department of Environmental Quality
Division of Water Resources
NON -DISCHARGE WASTEWATER SYSTEM WAIVER
AGREEMENT TO WAIVE SETBACKS AS REQUIRED BY
15A NCAC 02T .0506(a), .0506(b), .0606(a), .0706(a) AND .1006(a)
1, Richard M. Abdella (printed name); certify that I am a deeded owner or an
authorized agent of the property located at:
Address: 17$5 FarringtsRnad {NC SR 1008)_ Parcel No.: l 7b87 (Chatham Counriy)
City: Apex State: NC ZiCode: 27523 County: Chatham
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 Irrigationllnfiltration Setback to Property Lines
The required setback of 50 feet is reduced to_10 feet, thereby allowing wastewater effluent
irrigation or infiltration no closer than 10 feet from my property line.
❑ Wastewater Irrigation/Infiltration Setback to Places of Assembly
The required setback of feet is reduced to feet, thereby alloying wastewater effluent
irrigation or infiltration no closer than feet from my residence(s) or place(s) of assembly.
❑ Wastewater Treatment and Stara a Unit Setback to P roperty 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 AssembIv
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. 1
Signature: Date: -Z 31 2-.e-) 2Z
FORM: NDWSW 02-19 Page I oft

BK 2333 PG 0650
Applicant/Perminee: WilliartLEov dba Slacksmith,R_ an�h_LL_C_ Permit No.: iiQt 1(et Assigned
Address: 1727 Farrington Road 11. 2� Parcel No.: 646
City: Apex —State: NC— Zip Code: 27523 County: Chatham
NORTH CAROLINA, COUNTY
1, DC-N+JC 5/15 4E[LG kL-P n1 , a Notary Public for cka`i _ ,,,.. County, North Carolina,
do hereby certify that t � ,� Alj (6, personally appeared before me this day
and acknowledged the due execution of the foregoing instrument.
Witness my hand and official seal, this the �I, 3_ day of / �u St , Zo2Z
SEAL
' -D' NME GABRM, J. KERN
NOTARY PUBIX
Cba� County
Signature of Nolaq Public
Mp commission expires 1_ c V Zo 2 o 2-1-
Once notarized. this Form shall be recorded at the Register of Deeds in the county or counties in
which the described properties are located. A copy of the recorded Waiver shall be sent to the
following address:
Division of Water Resources
Non -Discharge Branch
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
FORM: NDWSW 03-17 Page 2 of

Environmental Consultants,
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone: [phone]
sandec.eom
November 3, 2023
Job # 13609.S2
Zachary J. Mega
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
Re: Additional Information Request for 1725 Farrington Road SFR
Application No. WQ0044549
Dear Mr. Mega:
The purpose of this letter is to respond to the Additional Information Request requested by
your office on September 20, 2023.
Item F. Soil Evaluation:
1. Updated attached Report includes statement that the project site has not changed
since the original evaluation.
2. Updated Appendix 5 Geometric Summary Data included in Report
3. a. Updated Ksat measurement data sheets.
b. The measured in -situ Ksat values for this lot fall into the SFR-D group (an
allowable irrigation range of 0-13.0 inches per year). Three Ksat data nests were
used to determine the recommended Ksat value. The geometric mean Ksat value
used by S&EC is 0.008 in/hr (C horizon). These measured Ksat values, along with
the proposed TS-II Pretreatment Surface Drip field landscape position, and 6 inch
sandy loam cap across the drip field, justify a drainage coefficient of 41 % of the
measured Ksat in the most restrictive soil horizon, resulting in an annual loading
rate of 14.71 inches per year. [Ref. "EPA Process Design Manual -Land Treatment
of Municipal Wastewater Effluents, 1984, revised 2006"] The Drainage
Coefficient of 0.04 to 0.1, or 4% to 10% of the Ksat is historical relic of the early
days of EPA (1984). This was the norm when the permeability of soils were
obtained from tabular data in USDA and NCRS Soil Survey information. However,
as carried over to the EPA Process Manual revised in 2006 which states "To
account for required intermittent applications (reaeration), the variability of the
actual soil permeability within a site, and the potential reduction with time, a

small percentage of the vertical permeability is used as the design percolation
rate. This small percentage ranges from 4 to 10 percent of the saturated vertical
permeability as shown in Figure 3-5." And Roes on to state, "Design rates based
on field measurements (Section 3.8] may be calculated rasing different
percentages. "
The guidance would seem to indicate that that due to the expense of conducting
multiple Ksat measurement locations and when a singular measurement is
obtained, or in the case of using Soil Survey broad scale "book values"
measurements as typical should have its assumed or measured Ksat significantly
reduced due to the possible variations of soil types and characteristics within
their extent of the site. However, it also indicates that based upon multiple
"nested" measurements where a geometric mean is used that the design rates
maybe calcuiated using different Drainage Coefficient percentages.
It has been recognized that the minimum requirements of Organic Loading for
surface irrigation systems is the achievement of Secondary level of treatment
with disinfection (BOD<30 mg/I; TSS<30mg/1) and this may be compatible with
the 4% to 10% limitation of the Ksats to be used. However, since modern day
treatment levels are expected to be <10mg/I for each using media filters with
denitrification processes the concerns of pore clogging and algae build up are
greatly diminished. It is not thought unreasonable that since the organic
constituents are reduced by two thirds from the previously applied standard
levels of effluent, a three fold multiplier of the 10% Drainage Coefficient (DC) can
be properly applied to the Geometric Mean of the Ksats measurement value.
Therefore, a Minimum DC of 0.33, or 33% can be the beginning point far
evaluating the Drainage Coefficient for the various Soil Group determination b
the Ksat Geometric Mean.
The NCDENR DWQ SFR Annual Hydraulic Loading Worksheet version 091208
states in its Instructions "Values for this drainage coefficient shall not exceed 1.0
(100%). Obviously, there would be no point in irrigating a soil that is saturated at
100% which would keep it in a perpetually saturated condition. In the "Irrigation
Area Calculation" tab of the DWR worksheet, the guidance of a range for the
"Maximum Annual Loading Rate" is given by the Geometric Mean of the Ksat
Range (which is the determinate of the SFR Loading Rate Group), and the Loading
Rate Group specifies a Low to High range of the inches/Year Application Rate for
the SFR Soil Group. As long as the Annual Loading Rate is not exceeded, or at a
maximum is met relative to its corresponding and comparative Geometric Mean
within the Ksat Range, a designer -chosen numeric variable of the Drainage
Page 2 of 3

Coefficient can be applied as a entry, and the intent of the design approach is
achieved. A suggested upper limit of the Drainage Coefficient of 0.5 (or 50%)
can be justified to provide a Factor of Safety of 2, which is usually accepted by
design professionals as satisfactory.
c. Attached Report removes adjacent lot information.
Soil & Environmental Consultants, PA is pleased to be of service in this matter and we look
forward to assisting in the successful completion of the project. Please feel free to call with
any questions or comments.
Sincerely,
Soil & Environmental Consultants, PA
Ricky
NC Licensed 5oi1 scientist #12-12
Page 3 of 3

Environmental Consultants,
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone: [phone]
sandec.com
Revised October 4, 2023
Beaux Foy December 16, 2022
1719 Farrington Road S&EC Project #13609.S2
Apex, NC 27523
Soils Report for a Proposed Residential TS-II Surface Drip with Fill Wastewater System
Project Name: 1725 Farrington Road, Lot 3
Location: 1725 Farrington Road, Chatham County, NC
Soil & Environmental Consultants, PA performed a detailed soil/site evaluation on the above
referenced tract to determine onsite suitability for a subsurface or surface wastewater system per
your request. This property does not contain enough suitable soils to support a 4-bedroom
subsurface septic system. Therefore, a TS-II pretreatment surface drip septic system with a
minimum of 6 inches of NCDWR approved fill is proposed. Soil & Environmental Consultants,
PA (S&EC) has determined the location and characteristics of a site that is potentially useable for
a pretreatment surface drip irrigation wastewater system with approved fill. This report details
S&EC findings and provides the necessary soil/site information needed for a drip irrigation
system to be designed by a professional engineer. This fieldwork was completed in Fall and
Winter of 2018, with a follow up site meeting and field review in November 2022. Site
conditions were the same at the November 2022 site meeting as they were when the site was
originally evaluated in 2018.
The potentially useable soil area is shown on the accompanying AutoCAD map (Appendix 2).
The map also shows the locations where measurements of saturated hydraulic conductivity (Ksat)
and the deep soil borings were performed. The general area proposed for the system is 23,995
square feet. This plan assumes that buffer wavier reductions are obtained for some of the
property line and/or residence/building setbacks. The proposed pretreatment surface drip with fill
meets all the remaining setbacks required for surface drip systems by the state of North Carolina.
This site is located in the Triassic Basin geologic unit of Chatham County. Appendix 1 contains
the locations and limited field data of auger borings that were performed to determine soil map
units that were present on the site. Upland soils on the site are generally similar to the Creedmoor
soil series. These soils have expansive clay mineralogy and indications of soil wetness present in
the wavy boundaries of the subsurface horizons. The Bt subsoil of these soils are clayey and have
a yellowish brown color. There are wavy boundaries between the Bt, BC, and C horizons on this
site. The Creedmoor soils are generally unsuitable for subsurface septic systems. However, the
soil characteristics of the surface horizons with the addition of approved fill offer the opportunity
for a pretreatment surface drip septic system. In essence, the permeability of the subsoil is the
limiting factor in the design of a pretreatment surface drip system.
The soil condition of the proposed drip area is also described in the accompanying Ksat location
soil profile descriptions (Appendix 3). The upper boundaries of the perched water table varied

across the site. The landscape position for the proposed pretreatment surface drip system with fill
is on top of a ridge. Based on the Ksat measurements, the attached water balance (Appendix 4)
shows that the site can hydraulically assimilate 14.71 inches of irrigation water per year.
Therefore, a 4-bedroom house (480 gallons per day design flow) would require approximately
19,109 square feet of wetted area for surface drip irrigation application. The maximum
instantaneous application rate should not exceed 0.5 inches per hour. Measurements of saturated
hydraulic conductivity (Ksat) were conducted within the most restrictive soil horizon in the
proposed wetted area, which was the C soil horizon. Overall geometric mean Ksat data is shown
in Appendix 5a while Ksat field data is shown in Appendix 5b of this report.
In regard to the NCDWR approved fill, a minimum of 6 inches of fill is required to be placed on
top of the existing soil surface so the vertical separation to the perched SHWT is met. The fill
material must have a soil texture of sandy loam in order to establish vegetative cover and must
contain no more than 10% by volume fibrous organics, or other debris. The fill material and the
existing soil shall be mixed to a depth of six inches below their interface. All heavy vegetative
cover and organic litter will be removed from the existing soil surface before fill material is
added. The side slope of the fill shall not exceed a rise to run ratio of 1:4. The fill berm will be
constructed so it sheds surface water and will be stabilized with a vegetative cover.
Soils within the proposed drip area were also analyzed for current fertility conditions. Because of
similar landscape type and management conditions, one composite sample was used to infer soil
fertility status within the proposed drip area. The composite sample for this surface drip area is
labeled "SS-L1". The standard soil fertility analysis was completed by Waypoint Analytical, Inc
on February 20, 2019. Soil sample results and fertility recommendations are included in "Soil
Analysis Report" provided by A&L (Appendix 6).
Site disturbance should be absolutely minimized on the area to be used for the drip application of
wastewater. Site disturbance could create unsuitable conditions for a drip irrigation system. A
permanent vegetative cover should be immediately established and maintained over the entire
application field after installation.
Calculations
1. Maximum Instantaneous Application Rate (in/hr)
Utilizing Table 1 (see attached) for typical ranges of soil infiltration rates. The
Creedmoor soils fall into the Sandy Loam class in the 0-3% slope range. This infiltration
rate is 0.5 to 1.0 in/hr. The recommended rate is therefore 0.5 in/hr.
Water Balance
A water balance was developed for the proposed drip irrigation field by
balancing water losses and gains:
Evapotranspiration + Drainage = Precipitation + Irrigation
A. Potential Evapotranspiration (PET)
PET was calculated using the Thornwaite Method as outlined in the water
balance spreadsheet provided by NC DWR.

B. Drainage (DR)
The drainage term was determined utilizing guidance set forth by a
committee within DWR (The Single Family Residence Workgroup). Based on
discussions within this committee, 4 classes of soils are proposed based on in -situ
Ksat values. The measured values for this lot fall into the SFR-C group (an
allowable irrigation range of 13.0-19.5 inches per year). A drainage coefficient of
41 % of the measured Ksat in the most restrictive soil horizon was therefore
utilized to yield an annual loading rate of 14.71 inches per year. Three Ksat data
nests were used to determine the recommended Ksat value. Each of these data
points were performed within the BC horizons of the Creedmoor soils, since these
were clearly the most restrictive horizons. The geometric mean Ksat value used
by S&EC is 0.008 in/hr (C horizon in the Creedmoor).
C. Precipitation (PPT)
Average monthly precipitation rates were obtained from the NC Climate Division
4: Central Piedmont Area, determined over a thirty year period (see water balance
data sheet). Monthly precipitation values from the 80th percentile were used in
the water balance. Input for this figure is based on 31, 30, and 28 day months.
Specifications:
Assumed Design flow - 480 gal/day
Allowable Irrigation Rate — 0.28 in/week
Total minimum area needed for spray field — 19,109 sf (wetted
area) Maximum Instantaneous Application Rate- 0.5 in/hr
The area required is the minimum wetted area needed for treated wastewater application.
This report discusses the general location of potentially useable soils for on -site surface
wastewater disposal and, of course, does not constitute or imply any approval or permit as needed
by the client from the State. S&EC is a professional consulting firm that specializes in the
delineation of soil areas for wastewater disposal. As a professional consulting firm, S&EC is
hired for its professional opinion in these matters. The rules governing wastewater treatment
(interpreted and governed by local and state agencies) are evolving constantly, and in many cases,
affected by the opinions of individuals employed by these governing agencies. Because of this,
S&EC cannot guarantee that areas delineated and/or systems designed will be permitted by the
governing agencies. As always, S&EC recommends that anyone making financial commitments
on a tract be fully aware of individual permit requirements on that tract prior to final action.
An individual septic system permit will be required prior to obtaining a building permit. This
will involve a detailed evaluation by the State to determine, among other things, system size and
layout, drive/parking and building location. Only after developing this information can a final
determination be made concerning specifics of system design and site utilization. A letter of
denial regarding subsurface septic systems from the county health department will also be
required by the state as part of the application for a surface drip system for each septic area.

If you have any questions or require additional information please contact us at [phone].
Sincerely. t;
S"VA II� j
SC
4.NdAA!jrIIli ;-V 141rw7
F. 1232
Ricky Pontello
NC Licensed Soil Scientist
List of Appendices
Appendix 1. — NC setbacks for surface drip and spray irrigation septic systems
Appendix 2. — AutoCAD Soils/site plan
Appendix 3. — Soil Profile Descriptions at Ksat Locations
Appendix 4. — Water Budget Calculations
Appendix 5. — Overall Geometric Mean Ksat Data
Appendix 6. — Standard Fertility Analysis (As provided by Waypoint Analytical, Inc.)

SETBACKS FOR SURFACE DRIP AND SPRAY IRRIGATION
DRIP SPRAY PARAMETER
10, 100, INTERCEPTOR DRAINS, AND
SURFACE WATER DIVERSIONS
(UPSLOPE FROM SYSTEM).
15' 200' RESIDENCE FOUNDATION/BASEMENT
15' 15' 2' CUT EMBANKMENT.
25' 100, INTERCEPTOR DRAINS, SURFACE
WATER DIVERSIONS, AND GROUND
WATER LOWERING/SURFACE DRAINAGE
DITCHES (DOWNSLOPE FROM SYSTEM).
50' 50' PUBLIC RIGHT-OF-WAY SURFACE DISPOSAL
50' 150' ANY PROPERTY LINE
100, 400' PLACE OF PUBLIC ASSEMBLY OR
HABITABLE RESIDNECE OFF PROPERTY.
100, 100, ANY SWIMMING POOL, ANY WELL, ANY
PUBLIC OR PRIVATE WATER SUPPLY, AND
ANY LAKE OR IMPOUNDMENT.
• ANY OR ALL OF THESE SETBACKS MAY BE VARIED IF THE
ADJACENT PROPERTY OWNERS SIGN A WAIVER/PERMISSION
NOTICE.

Table 1
Tnical ranges of soil infiltration_ rates by soil texture and slope.
Texture
sands
loamy sands
sandy loams and fine sandy loams
very fine sandy loam and silt loam
sandy clay loam and silty clay loam
clay and silty clay
Basic Infiltration Rate (in/hr)*
Slope
0-3% 3-9%
1.0+ 0.7+ 0.5+
9+%
0.7-1.5
0.5-1.0
0.4-0.7
0.5-1.0
0.4-0.7
0.3-0.5
0.3-0.7
0.2-0.5
0.15-0.3
0.2-0.4
0.15-0.25
0.1-0.15
0.1-0.2
0.1-0.15
< 0.1
Source: Sprinkler Irrigation Association, S er Irri ation (1969)
* For good vegetative cover, these rates may be 25-50% greater. For poor surface
conditions, rates may be as much as 50% less.

LEGEND
Pretreatment surface drip septic areas that contain soils with 12 inches or
less of useable material. These areas will require a NCDWR approved soil
cap based on depth to unsuitable soil characteristics, There could be
additional areas outside of the areas shown.
1O' SEPTIC SYSTEM SETBACK7 r.bv
This map is showing a buffer wavier reduction for the interior property
boundaries and the reduced setback from the property lines. This is
[
SITE I T,1 S6VVT&EXP
assuming the buffer waivers can be obtained and the setbacks from the
TSFIYtrT A£%P� I
w
property lines can be reduced to 10 feet.
I
I
o B>wr csHWr.aT
i� =�
51TE3 � � �
P:
i
SITE
Site location for soil hydraulic conductivity
..gg
8
I I I ��
A'9NW1'6 ti]tP
!I
w
•
testing (Ksats) and deep soil borings (profile
descriptions for each site are included in the
^�
.4fiE 1
report). These sites are flagged with Pink
6'SI-NM14re
5&EC logo Flagging and are labeled in the
it rry= 9'SHWT AEXP
field,
I tI.- vi
6"
EXP Soil boring location that has the potential
o
1 �r
^��i,
•
suitability for NCDWR surface septic systems
with approved fill based on soil depth to
PP P
1 :
LOT 3 PROPOSED
unsuitable sail characteristics. This boring
9•sHwTN
a — T
does not account for the surface septic
R00
' �'
SEPTIC AREA
system setbacks. (Example: 6" from soil
Welli k F
surface to expansive clay mineralogy)
23,955 SQ. FT.
k5-. New Ti- L
1.541 ALrFs 7'DTaI
IEXP
GRAPHIC SCALE
V=70'
1725 FARRINGTON ROAD
70 0 70 140
i
NOTE- SOIL SERIES ON THIS SFI'E INCLUDE GREEDMOOR, WHITESTORE,
AND GREEN LEVEL THE DEPTH TO SEASONAL HIGH WATER TABLE AND
EXPANSIVE CLAY MINERALOGY VARIES ACROSS THE SITE SOIL
PROFILE DESCRIPTIONS POR THE KSAT SITES ARE IN EACH OF THE
REPORTS.
�'. ADDITIONAL SOIL BORiN4S ARE NOTED ON THE MAP AS WELL AS THE
.I DEPTH TO THE SHALLOWEST UNSUITABLE SOIL CHARACTERISTIC
(SHWT [SEASONAL HIGH WATER TABLE]. EXP [EXPANSIVE. CLAY
MINERALCIG'6, PM LUNSUITABLE SAPROLITE]. & SAP [UNSUITABLE
SAPROLITE]).
1`I DRIPIRR1�7/QN 5QIL/��AL��DN�SA��
DRIP IRRIGATION AREAS WERE FLAGGED. THE PRELIMINARY HOUSE AND
WELL LOCATIONS WERE SKETCHED ONTO THE MAP BASED ON
TOPOGRAPHY. CLIENT INPUT, AND OTHER SITE FEATURES.
NOT A SURVEY-
2—FO.OT CONTOURS FROM CHATHAM COUNTY GIS. PARCEL
BOUNDARIES FROM CHATHAM COUNTY GIS.
"THIS MAP AND CORRESPONDING SITE EVALUATION IS NOT GONFORMANT TO THE ENGINEERED OPTION PERMIT (EOP)
PROCESS. ADDITIONAL SITE TESTING AND EVALUATIONS MAY BE REOUIREO TO UTILIZE THE EOP PROCESS. THIS MAP AND
ASSOCIATED REPORT ARE FOR THE EXCLUSIVE USE OF THE ADDRESSEE AND THE USE OR RELIANCE BY ALL OTHERS IS
EXPRESSLY DENIED WITHOUT THE WRITTEN CONSENT 1W S&EC.
"SUfTAHLE FOR PRE MINARr PLANNING PURPOSES ONLY. SITE WILL REOULRE APPROVAL BY THE COUNTY HEALTH
DTPAATMENT.AND/OR NCDWR ON A CASE BY CASE BiA515. THIS l,"P SHOULD BE USED AS A.GENERAL DVOE- SOME
ADJUSTMENTS WILL B£ NECESSARY IN THE F1EI.D oUE TO SOIL VARIARILITY ANO TOPDGRAPHIO IRREGULARITIES. THIS MAP
ONLY REFLECTS EXISTING SOIL SUITABILITY FOR ON—SfTE SEPir 5U95URFA-CE AND/OR SURFACE SYSTEMS, 5OlAE OTHER
coN51DERAT1oN5 TENT AFFECT sn SU eiuTY THAT SHOULD BE CONSIDERED IN DEVELOPMENT OESIGN ARE
1) 100' SETBACK FROM ANY WELL SWIMMING POOL. LAKE, AND PUBLIC OR PRIVATE WATER SUPPLY
0 15' SE7BACdI FROM ANY 2' CUT EMBANKMENT
3) 50' FROM PROPERTY LINE FOR SURFACE DRIP SEPDC SYSTEMS UNLESS BUFFER WAIVERS ARE OBTAINED!
SEE ACCOMPANYING SURFACE 5EPDC SETBACKS AND S♦p.EC REPORT
i

Farrington Road Profile Descriptions at Ksat Locations
Site: Lot 3
Location: Site 1
County: Chatham County
Current Vegetation: Grass
w
`o
c
o
a
Taxanomic Classification (Family Level):
Fine, mixed, semiactive, thermic Aquic Hapludults
Series Name: Creedmoor
Landscape Position: Sideslope
% Slope: 0-3%
Conducted By: CC
Date: 10/19/2018
W
W
v
a n
g I- J
1 in
m m
o
Ap
0-3
10 YR 4/2
-
-
-
-
moist
SL
Wk.
Med.
SBK
FR
NS
NP
E
3-9
10 YR 5/3
-
-
-
moist
SL
Wk.
Med.
SBK
FR
NS
NP
Bt1
9-26
5YR4/4
5 YR 612.2.5 YR 416.7.5 YR 5/6
Abundant
Med.
D,C
moist
C
Mod.
Med.
SBK
FI
VS
VP
Bt2
26-37
5 YR 4/4
5 YR 6/2, 2.5 YR 4/6, 7.5 YR 516, 10 YR 211
Abundant
Med.
D,C
moist
C
Mod.
Med.
SBK
FI
VS
VP
BC
37-60
5 YR 4/4. 5 YR 5/3
5 YR 6/2. 2.5 YR 416. 7.5 YR 516. 10 YR 2J1
Common
Small
D,C
moist
CL/SiCL
Mod.
Med.
SBK
FI
S
P
C
60-87
5 YR 4/4
5 YR 7/2.2 5 YR 3/4, 7.5 YR 5/6
Common
Med.
D,C
moist
L
Sls.
-
Mass
FR
NS
NP
Restrictive Horizon:
Type Depth Thickness
Exp 1 V
SHWT 9"
Seasonal High Water Table:
Depth Type (apparentiperched):
9"perched
Drainage Class:
SPD

Farrington Road Profile Descriptions at Ksat Locations
Site: Lot 3
Location: Site 2
County: Chatham County
Current Vegetation: Grass
N
p
O
N
r
Y
i o
Taxanomic Classification (Family Level):
Fine, mixed, semiactive, thermic Aquic Hapludults
Series Name: Creedmoor
Landscape Position: Sideslope
% Slope: 0-3%
Conducted By: CC
Date: 10/19/2018
w
W v
O C
W
m O 7 a
C
d = N
� at as m
Q O fl y y p21
2 w in 2
v}I CL
Ap 1
0-2
10 YR
4/2
-
-
-
-
dry
SL
Wk.
Med.
SBK
FR
NS
NP
E
2-6
10 YR 5/3
-
-
-
-
dry
SL
Wk.
Med.
SBK
FR
NS
NP
Bt1
6-21
10 YR 5/6
7.5 YR 5/4. 10 YR 6/2
Common
Med.
D.0
dry
C
Str.
Med.
SBK
VFI
VS
VP
Bt
21-30
10 YR 7/2
10 YR 6/4, 7.5 YR 5/4
Common
Med.
D,C
dry
C
Str,
Med.
SBK
VFI
VS
VP
BC
30-46
5 YR 4/3, 7.5 YR 7/2
7.5 YR 6/8, 7 5 YR 6/2
Common
Med.
D,C
dry
CL/L
Wk.
Med.
SBK
FI
S
P
C
46-65
5 YR 4/3. 7.5 YR 7/2
7.5 YR 6/8, 7 5 YR 6/2
1 Commonj
Med.
1 D,C
dry
I USiL
Sls.
-
Mass
FR
SS
NP
Cg
65-71
10 YR 6/2
7.5 YR 5/6
Common
Med.
D,C
dry
C
Sls.
-
Mass
VFI
VS
VP
C
71-84
5 YR 4/4
5 YR 6/2
Common
Med.
b,C
dry
SiL
SIs.
-
Mass
VFR
NS
NP
Restrictive Horizon:
Type Depth Thickness
Exp 6"
SHWT 6"
Seasonal High Water Table:
Depth Type (apparentlperched):
6" perched
Drainage Class:
SP❑

Farrington Road Profile Descriptions at Ksat Locations
Site: Lot 3
Location: Site 3
County: Chatham County
Current Vegetation: Grass
N
G F
n
U
o
U
N
LK
Y
Taxanomic Classification (Family Level):
Fine, mixed, semiactive, thermic Aquic Hapludults
Series Name: Creedmoor
Landscape Position: Sideslope
% Slope: 0-3%
Conducted By: CC
Date: 10/19/2018
t=d C
a
W
N
a
v
rs
pl G C
N_
X
C
Q=21N
�
N
{7
L
3 V
N
w
y
V
F
V
y
N
C
G
v
N
Ap
0-2
10 YR 4/2
-
-
-
Moist
SL
Wk.
Med.
SBK
FR
NS
NP
E
2-8
10 YR 5/3
-
-
Moist
SL
Wk.
Med.
SBK
FR
SS
NP
Bt1
8-27
10 YR 5/6
7.5YR5/4, 10YR6/2
Common
Med.
D,C
Moist
C
Str.
Med.
SBK
VFI
VS
VP
Btg
27-34
10YR7/2
10 YR 6/4, 7.5 YR 5/4
Common
Med.
D,C
Moist
C
Str,
Med.
SBK
VFI
VS
VP
BC
34-40
5 YR 4/3, 7.5 YR 7/2
7 5 YR 6/6, 7 5 YR 6/2
Common
Med.
D,C
Moist
CL/L
Wk.
Med.
SBK
FR
S
SP
Cr
40+
Restrictive Horizon:
Type Depth Thickness
Exp 8"
SHWT 8"
Seasonal High Water Table:
Depth Type (apparenVperched):
81,perched
Drainage Class:
SPD

SFR Loading Rate Worksheet (15A NCAC 02T .0600 ONLY)
Project Name: 1725 Farrington Rd Property, Lot 3 - Appendix 4
Facility Address: 1725 Farrington Road, Lot 3
35.760641,-79.009349
County: Chatham
Prepared by: Soil & Environmental Consultants, PA
Project Design Flow = 480 gal/day
# of Bedrooms
Required Flow
2 bedrooms
240 gal/day
3 bedrooms
360 gal/day
4 bedrooms
460 gal/day
5 bedrooms
600 gal/day
6 bedrooms
720 gal/day
SFR-LRW 9-08

Potential Evapotranspiration Worksheet (Thornthwaite method)
Project Name: 1725 Farrington Rd Property, Lot 3 - Appendix 4
Location of Temperature Data: NC Climate Division 4; Central Pil
Starting Year of Data Record: 1989
Ending Year of Data Record: 2018
Period of Record (years): 30
Source of Data: https://www.cisa.sc.edu/atlas/regions-nc-4.html
Site Latitude (degrees) 36.76 within range
Calculated PET: 32.38 inches
Mean Monthly
Temperature
(degrees F)
Daylight
Hours 112
Heat Index
Calculated
PET
(inches)
January
39.2
0.87
0.71
0.22
February
43.4
0.85
1.42
0.45
March
50.3
1.03
2.93
1.18
April
59.1
1.09
5.30
2.34
May
64.6
1.21
7.01
3.50
June
74.9
1.22
10.63
5.44
July
78.3
1.23
11.95
6.25
August
76.9
1.16
11.38
5.59
September
70.6
1.03
9.08
3.90
October
59.8
0.97
5.51
2.16
November
49.7
0.86
2.78
0.93
December
42.6
0.85
1.29
0.41
Total =1
70.00
32.38
SFR-LRW 9-08

SFR Precipitation Worksheet
Project Name: 1725 Farrington Rd Property, Lot 3 - Appendix 4
Location of Precipitation Data: NC Climate Division 4; Central Piedmoi
Starting Year of Data Record: 1989
Ending Year of Data Record: 2018
Period of Record (years): 30
Source of Data: https://www.cisa.sc.edu/atlas/regions-nc-4.html
80th Percentile Annual Precipitation: 50.58
January
February
March
April
May
June
July
August
September
October
November
December
Total =
SFR-LRW 9-08
Mean
Monthly
Precipitation
% of Mean
Annual
Precipitation
80th
Percentile
Monthly
Precipitation
3.54
7.69
3.89
3.01
6.55
3.31
4.17
9.06
4.58
3.63
7.90
3.99
3.81
8.28
4.19
4.23
9.19
4.65
4.57
9.93
5.02
4.24
9.22
4.67
4.45
9.67
4.89
3.57
7.76
3.92
3.24
7.05
3.56
3.55
7.71
3.90
46.02
100.00
50.58

Project Name: 1725 Farrington Rd Property, Lot 3 - Appendix 4
Annual Hydraulic
Design Flow = 480 gal/day Loading Rate = 14.71 inch/yr
SFR Loading Rate Group: SFR-C
Limiting Soil Ksat = 0.008 inch/hour Irrigation Area = 19,109 square ft
Drainage Coefficient = 0.410 = 0.43869 acres
Drainage Rate = 0.07872 inch/day (Formula: KSBt ' Drainage Coefficient' 24)
Number of
Days in the
Month
PET
(in/mo)
Vertical
Drainage
in/mo)
80th Percentile
Monthly
Precipitation
in/mo
Maximum
Allowable
Irrigation
in/mo
Maximum
Allowable
Irrigation
allons/da)
Maximum
Allowable
Irrigation
allons/month)
January
31
0.22
2.44
3.89
0.00
0
0
February
28
0.45
2.20
3.31
0.00
0
0
March
31
1.18
2.44
4.58
0.00
0
0
April
30
2.34
2.36
3.99
0.71
281
8,417
May
31
3.50
2.44
4.19
1.75
674
20.892
June
30
5.44
2.36
4.65
3.16
1,253
37,599
July
31
6.25
2.44
5.02
3.67
1.411
43,751
August
31
5.59
2.44
4.67
3.37
1,294
40,129
September
30
3.90
2.36
4.89
1.37
543
16,303
October
31
2.16
2.44
3.92
0.68
262
8,109
November
30
0.93
2.36
3.56
0.00
0
1 0
December
31
0.41
1 2.44
3.90
0.00
0
0
TOTAL= 365 32.38 28.73 bu.ba 114.i1 ana.oc �ro,wv
Formulas: (Max. Allowable Irrigation) = (PET) + (Drainage) - (Precipitation)
SFR Loading Rate
Table
SFR
Maximum Annual
Geometric Mean
Loading
Loading Rate
Kasr Range
Rate
(in/yr)
(in/hr)
Group
Low - High
Low - High
SFR-A
26.0 - 50.0
>0.05
SFR-B
19.5 - 26.0
0.015 - 0.05
SFR-C
13.0 -19.5
0.003 - 0.015
SFR-D
0.0 -13.0
0.0 - 0.003
Assignment to a SFR Loading Rate Group for each 15A NCAC 02T .0600
permit application shall be determined by the geometric mean of insitu
saturated hydrualic conductivity data collected in the most restrictive
horizon for each soil mapping unit within the irrigation area.
SFR-LRW 9-08
Required Flow
2 bedrooms
240 gal/day
87,600 gal/yr
3 bedrooms
360 gal/day
131,400 gal/yr
4 bedrooms
480 gal/day
175,200 gal/yr
5 bedrooms
600 gal/day
219,000 gal/yr
6 bedrooms
720 gal/day
262,800 gal/yr
Maximum allowable
irrigation: 175,200 gaVyr
The Maximum Allowable Irrigation number must be
greater than or equal to the required flow.

This chart provides a rough estimate of the SFR Loading Rate Group for soils that formed
Triassic Basin Soils I in residuum weathered from bedrock of Triassic Basin origin. This table should not be
used to determine the SFR Loading Rate Group. Actual assignment to a SFR Loading
Rate Group for each 15A NCAC 02T .0600 permit application shall be determined by the
geometric mean of in -situ saturated hydraulic conductivity data collected in the most
• NOT USE THIS CHART TO ASSIGN SFR LOADING' • restrictive horizon for each soil mapping unit.
Particle -size
Drainage Class /
-SFR
Control
Water Table
Depth to
Shrink -
Group
Name
Section
Depth / Type
Rock
Subsoil Hue
swell
Classification
A
Granville
fine -loamy
W1>60"
>60"
7.5YR-2.5Y
Low
Fine -loamy, siliceous, semiactive, thermic Typic Hapludults
A(B)
Exway
fine
W/>60"
20-40" Cr
10R-2.5YR
Moderate
Fine, mixed, semiactive, thermic Typic Rhodudults
A(B)
Mayodan
fine
W/>60"
>60"
2.5YR-7.5YR
Moderate
Fine, mixed, semiactive, thermic Typic Hapludults
A(B)
Pinoka
fine -loamy
W/>6'
20-40" Cr
2.5YR-10YR
Low
Fine -loamy, mixed, subactive, thermic Typic Hapludults
A(B)
Wadesboro
fine
W/>60"
40-60" Cr
10R-2.5YR
Moderate
Fine, mixed, semiactive, thermic Typic Rhodudults
B
Peakin
fine
W/3.0-6.0' P
>60"
10R-7.5YR
Moderate
Fine, mixed, semiactive, thermic Typic Hapludults
B(C)
Claycreek
fine -silty
MW/1.5-3.0' P
>60"
7.5YR-2.5Y
Low
Fine -silty, siliceous, semiactive, thermic Oxyaquic Hapludalfs
B(C)
Hallison
fine -silty
W-MW/2.5-4.0' P
40-60" Cr
5YR-10YR
Low
Fine -silty, mixed, semiactive, thermic Typic Hapludults
B(C)
Mooshaunee
fine -silty
MW/1.5-3.0' P
20-40" Cr
5YR-10YR
Low
Fine -silty, mixed, semiactive, thermic Aquic Hapludults
C
Brickhaven
fine
MW/1.5-3.0' P
40-60" Cr
2.5YR-10YR
Moderate
Fine, mixed, semiactive, thermic Oxyaquic Hapludalfs
C
Carbonton
fine
MW/1.0-2.0' P
20-40" Cr
5YR-10YR
Moderate
Fine, mixed, semiactive, thermic Oxyaquic Hapludalfs
C
Creedmoor
fine
MW-SP/1.0-2.0' P
>60"
7.5YR-2.5Y
High
Fine, mixed, semiactive, thermic Aquic Hapludults
C(D)
Green Level
fine
SP/1.0-2.5' P
>60"
2.5YR-10YR
Very High
Fine, mixed, active, thermic Vertic Hapludults
C(D)
Polkton
fine
MW/1.5-2.5' P
20-40" Cr
2.5YR-10YR
Very High
Fine, mixed, active, thermic Oxyaquic Vertic Hapludalfs
C(D)
White Store
fine
MW/1.0-1.5' P
40-60" Cr
2.5YR-10YR
Very High
Fine, mixed, active, thermic Oxyaquic Vertic Hapludalfs

1725 Farrington Road Hydraulic Conductivity Testing (Ksats)
S&EC Ksat Calculations Chatham County, NC 2/20/2019
Measurements conducted by: Jacob McGaughey
Checked by: Cory Connell
Lot 3
Suitable Soll
Total square footage: 23,955
Lot 3
Site t
Death in
cm/hour
In/hour gpd/sf
Bt 32.00
0.021
0.008 0.124
BC 40.00
0.101
0.040 0.597
C 50.00
0.051
0.020 0.301
Site 3
Depth In cm/hour in/hour gpd/sf
Bt 32.00 0.031 0.012 0.1133
BC 40.00 0.015 0.006 0.089
C 49.00 0.027 0.001 0.160
Site 2
Depth In cm/hour in/hour gpd/sf
Bt 28.00 0.036 0.014 0.213
BC 40.00 0.037 0.015 0.219
C 50.00 0.052 0.020 0.307
HORIZON
Bt
BC
LOT 3 GEOMETRIC MEAN
IN/HR
IN/YR
GPD/SF
0.011
98.696
0.169
0.015
131.990
0.226
0.008
65.958
0.245

AVERAGE:
cm/hour in/hour gpd/sf
0.021 0.008301 012463
Inch Om -
Hole Depth! 32 81.28
He 6 15.24
Hf: 6 15.24

AVERAGE:
cm/hour in/hour gpd/sf
0.101 0.039835 a598118
Inch cm
Hole Depth: 40 101.6
Hi: 6.5 16.51
Hf: 6.5 16.51

AVERAGE:
cm/hour in/hour gpd/sf
0.051 0 020006 0.300391
inch cm
Hole Depth: 50 127
Hi: 6 1524
Hf: 6 1524

AVERAGE:
cm/hour in/hour gpd/sf
0 036 0 014047 0 210913
inch cm
HWe Depth: 28 71.12
Hr 6 15.24
Hf 6 15.24

AVERAGE:
cm/hour in/hour gpd/sf
0 037 0 014473 0 217304
inch L "
Hole Depth: 401016
Hi: 6 1524
Hf: 6 1524

VIM
—t Canduc-By
ma 172JiPa"b:n
J...b YeGaugnay
Road
mb-
r Condldon
P
136M.S2
sunny
Talun
66'F
ball
GYaodmo4r
AVERAGE:
cm/hour in/hour gpd/sf
0.052 0.020432 0.306783
Inch cm
Hole Depth: 50 127
Hi: 6 1524
Hf: 6 15.24

AVERAGE:
cm/hour in/hour gpd/sf
0.031 0.012344 0,185348
Inch cm
Hole Depth: 32 81.28
Hi: 6 15.24
Hf• 6 15.24

AVERAGE:
cm/hour in/hour gpd/sf
OA15 0.005959 CLO89478
inch cm
Hole Depth' 40 1016
Hio 6 15.24
Hf: 6 15.24

AVERAGE:
cm/hour in/hour gpd/sf
0.027 0.010589 0.158993
]nch cm
Hole Depth: 49 124.46
Hi: 6.5 16.51
Hf: &5 16.51

Waypoint
G
7621 Whitepine
Road, Richmond, VA 23237
Main 804-743-9401 ° Fax [phone]
ANALYTICAL
www.waypointanalytical.com TEXTURE ANALYSIS
j! Client:
Grower:
Report No:
19-045-0633
SOIL & ENVIRONMENTAL
1719 Farrington Rd
Cust No:
45479
8412 FALLS OF NEUSE ROAD
13609-52
Date Printed
- 02/20/2019
SUITE 104
Page:
1 of 1
RALEIGH
NC 27615
Farm
Date Received: 02/14/2019
Lab Field ID
Sample
Percent
Percent Percent
Textural
No
Identification
Sand
Silt Clay
Classification
18502
SS-L1
74.5
18.6 6.8
Sandy Loam
18503
SS-1-2
66.5
22.6 10.8
Sandy Loam
18504
SS-1-3
78.5
16.6 4.8
Loamy Sand
Analysis prepared by: Waypoint Analytical Virginia, Inc.

Page 1 of 2
Report Number: 19-045-0633
Account Number: 45479 Waypoint(D
Send To: SOIL & ENVIRONMENTAL ANALYTICAL
ACCOUNTS PAYABLE "Every acre... Every year
8412 FALLS OF NEUSE ROAD
SUITE 104
RALEIGH NC 27615
SOIL ANALYSIS REPORT
natty Rar-eived: 02/14/2019 Date Of Analvsis: 02/15/2019 Date Of Report: 02/20/2019
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 a Fax [phone]
www.waypointanalytical.com
Grower: 1719 Farrington Rd
13609-52
Analytical Method(s): SMP Buffer pH Ammonium Acetate Loss On Ignition Bray
131 Water pH
NC = North Carolina Fertility Index Value
OM
WN
ENR
Phosphorus
Potassium
Magnesium
Calcium
Sodium
pH
Acldlty
C.E.0
Sample ID
Field ID
Lab
Number
18502
%
Rate
Soll
Class
Ibs/A
67
P1
ppm Rate
ppm Rate ppm Rate
K
ppm Rate
Mg
ppm Rate
23.6 M
Ca
ppm Rate
Na
ppm Rate
Soil
PH
Buffer
Index
H
meq/100g
meq/100g
SS-L1
1.0
L
24.7 M
19.6 VL
NC = 10
173 L
5.0
6.85
0.8
1.9
MIN
SS-1_2 i
SS-1_3 118504
18503
1.
76
18.8 M
10.0 L
7. = L
9
7.8 VL
1NC = 9
83.6 H 345 L
20.5 M 129 L
5.0
6.76
1.7
4.2
MIN
0.8
VLH
64
5.0
6.87
0.6
1.5
Percent Base Saturation
Nitrate
Sulfur
Zinc
Manganese
Iron
Copper
Boron
Soluble Saks
Sample ID
Field ID
K
%
Mg
%
Ca
%
Na
%
H
%
NO,N
PP m Rate
S
PP m Rate
Zn
PP m Rate
Mn
PP m Rate
Fe
PP m Rate
Cu
PP m Rate
B
PP m Rate
SS
ms/cm Rate
_
SS-L1
2.6
10.4
45.5
42.1
0.04 VL
SS-1_2 __[_2.3
16.6
1 41.1
40.5
0.05 VL
SS-1_3 1 3.0
l
11.4
1 43.0
40.0
0.07 VL
Values on this report represent the plant available nutrients in the Explanation of symbols: % (percent), ppm (parts per million), Ibs/A This report applies to sample(s) tested Samples are retained a
soil. Rating after each value: VL (Very Low), L (Low), M (Medium), (pounds per acre), ms/cm (milli -mhos per centimeter), meq/100g maximum of thirty days after testing. by:
H (High), VH (Very High). ENR - Estimated Nitrogen Release. (milli -equivalent per 100 grams). Conversions: ppm x 2 = Ibs/A, Soluble Analysis prepared by: Waypoint Analytical Virginia, Inc
C.E.C. - Cation Exchange Capacity. Salts ms/cm x 640 = ppm.
Pauric McGroary

Page 2 of 2
Report Number: 19-045-0633
Account Number:45479
Send To: SOIL & ENVIRONMENTAL
ACCOUNTS PAYABLE
8412 FALLS OF NEUSE ROAD
SUITE 104
RALEIGH NC 27615
Date Received: 02/14/2019
Date Of Report: 02/20/2019
Waypoint0
ANALYTICAL
"Every acre... Every year. "m
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 ° Fax [phone]
www.waypointanalyrical.com
Grower: 1719 Farrington Rd
13609-52
SOIL FERTILITY RECOMMENDATIONS
Nitrogen
Phosphate
Potash
Magnesium
Sulfur
Zinc
Manganese
Iron
Copper
Boron
Sample ID
Intended Crop
Yield Goal
Lime
N
P206
K20
Mg
S
Zn
Mn
Fe
Cu
B
Field ID
Tons
Tons/A
Ib/A
Ib/A
Ib/A
Ib/A
Ib/A
Ib/A
Ib/A
Ib/A
Ib/A
Ib/A
SS-L1
Hay
4
1.0
50
160
23
SS-L2
Hay
l..
4
1.5
50
160
0
SS-1-3 Hay
4 0.8
50
160
24
Comments:
Sample(s) : SS-L2,SS-L3 Crop: Hay
Apply additional 50 pounds of nitrogen after every cutting and harvest of hay.
Apply additional 75 pounds of nitrogen after every cutting and harvest of hay.
For grass hay or pasture needing high rates split the P and K application. Apply 1/2 in the spring and 1/2 in late summer.
For soils low in sulfur, apply 20-40 Ibs of sulfur as a sulfate in the spring with the nitrogen.
Sample(s) : SS-1-3 Crop: Hay
Apply dolomitic lime to raise pH and improve the magnesium level.
If dolomitic lime is not used, apply required magnesium with magnesium oxide. Epsom Salts, K-Mag or Sul-PO-Mag.
The amount of fertilizer recommended on the first page is the total amount needed for the entire growing season. Split into 4-5 applications to keep the sports field green
and prevent fertilizer loss. Custom blend is best to meet exactly the requirement, if this is impossible, the above specific fertilizer application is a general guideline, if the
specified grades can not be found, replace with fertilizer having similar N:P:K ratio. For spring used sports fields apply nitrogen fertilizer applications starting in April after
green up. Apply 0.5 - 0.75 Ibs of nitrogen per 1000 square feet in a 30 day period from April thru June and then 1 lb of nitrogen per 1000 square feet in September and
November. Each application of nitrogen should contain at least 25% slow release nitrogen. For fall used sports fields, apply nitrogen fertilizer applications starting in July.
Apply 0.5 - 0.75 Ibs of nitrogen per 1000 square feet inever 30 days from April thru June and then 1 lb of nitrogen per 1000 square feet in September, October and
November. Each application of nitrogen should contain at least 25% slow release nitrogen
"The recommendations are based on research data and experience, but NO GUARANTEE or WARRANTY expressed or implied, concerning crop performance is made." ��y1l
Our reports and letters are for the exclusive and confidential use of our clients„ and may not be reproduced in whole or part, nor may any reference be made to the PAw« 10 69w
work,the results, or the company in any advertising, news release, or other public anouncements without obtaining our prior written authorization. Copy right 1977.
Pauric McGroary

ENIGNEERING CALCULATIONS
FOR
WASTEWATER COLLECTION, TREATMENT, &
DISPOSAL FACILITIES FOR A
FOUR BEDROOM SINGLE FAMILY RESIDENCE
PRETREATMENT FOR 480 GPD;
SURFACE DRIP FOR 480 GPD
1725 FARRINGTON ROAD
CHATHAM C O . N.C.
OWNER:
BLACKSMITH RANCH, LLC
WILLIAM FOY, PRES.
1719 FARRINGTON ROAD
APEX, NC 27523
919-219-6233
DESIGN EN[=INEEI
JOHN R. HARMAN, +
2112 WHITE OAK RO.)
RALEIGH, N.C. 27608
[phone]
MAY 10, 2023
OCTOBER 15, 2023

JOHlei R. HARMAN, P.E.
CONSULTING ENGINEER
2112 White Oak Road
Raleigh, North Carolina 27608
(o) 919.818.2077
(f) 919.779.0826
email= ackharman53,la �_),mailxom
May 10, 2023
Rev. Oct. 15, 2023
Re: Engineering Calculations, System Component Sizing Documents, and Supporting Manufacturer's
Cut Sheets Related to a Wastewater Treatment and Surface Drip Dispersal System to serve a Proposed
Four Bedroom Single Family Residence located at 1725 Farrington Road tChatham Couply, 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
dispersal by drip irrigation to four (4) field zones.
Surrmary of System. Description:
When approved the permit should read:
"For the construction and operation of a 48o 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 (600 GPD) EZ Treat Polystyrene Recirculating
Media Filter, dosed by a 20 gallon per minute (GPM) recirculation pump, a flow splitting device, a io GPM UV
disinfection unit, a 3,500 gallon Field Dose Tank, a 0.44 acre drip irrigation area with a minimum of 5,671 linear
feet (LF) of drip line 2,835 emitters, a rainfall sensor to prevent irrigation during inclement weather, and all
associated piping valves, controls, and appurtenances to serve the single family residence at 1725 Farrington
Road, Apex, NC 27523, with no discharge of wastes to surface waters, pursuant to the application received, and in
conformity with the Division approved plans and specifications considered to be a part of this permit.
Component Sizing:
• Septic Tank Sizing: 1,:9;00 Gallon The Septic Tank proposed for use will be equal in respects to
NCDHHS Approval STB-390, for a 1,5oo Gallon Septic Tank. See Drawings for details.
Recire Tank & Simplex Purnp for EZ Treat Media, Dosing per the NCDHHS Approval: As a
minimum, equal in size to the Average Daily Flow (600 GPD). The Recire Pump Tank proposed for
use is a 2,5oo Gallon_(2 Compartment) Pump Tank, equal in respects, to NCDHHS Approval
PT-210. See Drawings for details.
Field Dose Tank: The Field Dose Tank proposed for use is a 3,5oo Gallon Pump Tank,
equal in respects to NCDHH A royal PT-210 . See Drawings for details.

• Anti -Buoyancy Calculations For Tanks:
-1 50o Gal Septic Tank: (ST-390; Shoaf PreCast Inc.)= 10.25' x 5.83' x 5.5' x 62.4 #/cf =-20,509 #
(Upward)
Dead Wt. of Tank (Shoaf PreCast, Inc): 13,000# (Downward)
Weight of Soil on Top of Tank: 2.5' x ((10.25' x 5.5')- (2 x 3.14 x 1^2)) x 110pcf = 13,776#
Determine Sliding Resistance (K, Ratio of Lateral to Vertical Earth Pressures ,=0.33; Coefficient of
Friction Against Side of Trench, = 0.5; from Table 3, ACI DD41) Rs=(0.33)x(o.5)x 1/2 x(llo-
62.4)(5.0^2)= 98#/l.f acting along circumference which gives a "Mired In" resistance of 98# x (2 x
10.25 + 2 x 5.5') =3087# (Downward)
Total Upward Force:-20,509 #
Total Downward Forces : z 000# + 13776# + 08 # = 2 86 #
Net Downward Forces: 9,354#
Safety Factor: [29863/20509]= S.F. >1.45 O.K.
-2.So4 Gal Recirc Tank: (PT-2103 Shoaf PreCast, Inc.)= 12.50' x 6.5' x 5.5o h' x 62.4 #/cf = -27885#
(Upward)
Dead Wt. of Tank (Shoaf PreCast, Inc): 16000# (Downward)
Weight of Soil on Top of Tank: 2.5' x ((12.5' x 6.5')- (2 x 3.14 x 1^2)) x 11opcf = 2o616#
Determine Sliding Resistance (K, Ratio of Lateral to Vertical Earth Pressures ,=0.33; Coefficient of
Friction Against Side of Trench, = 0.5; from Table 3, ACI DD41) Rs=(0.33)x(o.5) x 1/2 x(110-
62.4)(5.5A2)= 119#/l.f. acting along circumference which gives a "Mired In" resistance of 119# x (2 x
12.5 + 2 x 6.5) =4522# (Downward)
Total Upward Force: -27885 #
Total Downward Forces : 160oo# + 2o616# + 22# = 4nn8#
Net Downward Forces: 13253#
Safety Factor: [41138/27885]= S.F. >1.48 O.K.
_3,50o Gal. Field Dose/Storage Tank: Buoyancy (PT-2105; Shoaf PreCast, Inc.)= 12.5' x 6.5' x 7.33' x
62.4 #/cf =-37163# (Upward)
Dead Wt. of Tank (D. Brantley & Sons, Inc): 19640# (Downward)
Weight of Soil on Top of Tank: 3.0' x ((12.5' x 6.5)- (2 x 3.14 x 1^2)) x 11opcf = 24740#
Determine Sliding Resistance (K, Ratio of Lateral to Vertical Earth Pressures ,=0.33; Coefficient of
Friction Against Side of Trench, = 0.5; from Table 3, ACI DD41) Rs=(0.33)x(o.5)x 1/2 x(110-
62.4)(7.33^2)=211#/l.f. acting along circumference which gives a "Mired In" resistance of 211# x (2 x
12.5' + 2 x 6.5') =8o18# (Downward)
Total Upward Force: -37163 #
Total Downward Force(s): (i9.64o# + 24.,740# + 8,018#) = 52,3.98#
Net Downward Forces: 11,535#
Safety Factor: [52,398/37,163]= S.F. >1.41 O.K.
• Pressure Dosing to Media Filter:
--Per manufacturer recommendations: Minimum of 6 times ADF to Media Filter: 6 x 480 gpd = 288o
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 72 doses (max) per day = 288o gpd.
Timer: "On" time = 140 gal/dose / 13.6 gpm] = 2.94 min, or 177 seconds. "Off' time = 20 min -2.94
minutes = +/- 17.o6 minutes, or 1023 seconds. Recirc Ratio = 6. Dosing to the Media Filter will be by
means of the EZ Treat Sta-Rite STEP 20 (0.5 Hp, 20 gpm) pump.
• Flow EaruaUzation (EO) Tank/Field Dose Tank- Sizing: (Field Aonlication = aSo GPD)
-Using Guidance of 5-Day Storage Requirement; 5 x 48o gpd =2400 gallon (Min.) Requirement
-Bottom "Dead" Storage Requirement for Pump: 18"; Pump Off Elev = 261.5
-Using the Engineer specified 2,500 gallon Pre -Cast Tank:
Recirc Vol for EZ Treat: 46" length = 600 Gallons; (Note: Required for PreTreatment of 48o GPD)

Balance of this Tank Available for Field Storage: Field Storage Compartment=107"
Emergency Volume Available in 250o Gal Tank above Pump Off Elev, to Inlet of UV: ((265.83-261.5) x
8.92'x 6.0')x 7.48=1733 Gals
-In Addition....Using the Engineer specified 3,500 gallon Pre -Cast Tank:
Emergency Volume Available above Pump Off Elev, to Inlet of UV: ((265.83-261.5) x 12.o'x6.o')x
7.48=2331 Gals
Total Volume Available for Emergency tors a Above Pump Off: 4o6& Gallons-,
E uals Ki Da @ 48o GPD
-Vertical Distance for `Dose Enable" Float above "Off': Use 4"= Elev. 261.83
-Set "Peak Float" +/- 12" above "Dose Enable" Float = Elev. 262.83
•Drip Dispersal Unit:
Use a Four (4) zone residential style model as produced by American MaiiiifactlUing Co. and equal in all
respects to provisions of IWWS A.i-1-R6 or Engineer_ Approved Equal.
Estimated Required Pump Conditions: 17 gallniin C& I 2 ft. TDH• Suggested Pump is
PUTURB 1534122W, (0.75 Hp)as supplied by American Manufacturing Co., or approved equal.
alculations of Pollutant Removal of PreTreatment Unit:
The EZ Treat Model 600 Pretreatment System is an Innovated and Approved product sanction for use in North
Carolina under the NCDHHS-Division of Public Health for meeting TS-2 level of wastewater renovation and
pollutant removal (IWWS 2015-03-R2) and is incorporated herein by reference. It is also approved as meeting the
less stringent levels of NSF 40 parameters of treatment (which is the level only required for surface application
systems). The constituent levels required under Technical Standard 2 (TS-2) are as follows:
a. Biochemical oxygen Demand, 5-day (BOD ) <10 mg/1.
b. Total suspended solids < 10 mg/l.
c. Ammonium -nitrogen < 10 mg/l.
d. Either a 50% reduction of total nitrogen (organic + ammonium + nitrate forms) concentration in
the septic tank effluent or a total nitrogen concentration in the effluent from the pretreatment unit
< 15 mg/l.
e. Fecal coliform bacteria densities < 10,000 colonies/100ml.
(Standards are arithmetic means, except fecal coliform is a geometric mean).
Calculations of Wastewater Loading to Surface Application Area:
Total Application Area covered by Drip Laterals = +/- 19,120 Sq Ft. _ +/- 0.439 Ac
-Max Annual Application = 365 days @ 48o GPD/Day = 175,2oo Gal/Year =6.452 Ac-In/Year
-Max Annual Application = 6.452 Ac-In/Yr / 0.439 Ac = 14.70 Inches per Yr (which is less than
Soils Scientist Recommendation of 14- 71 Inches/Yr; Therefore, okay)
Effective Hyd Loading Rate =48o/19120=0.025 gpd/sf; Avg. Lateral Spacing: 19120 sf/5671 lf= 3.37 ft.
Emitter Discharge Rate=o.61 gal/hr.; Area Covered by Each Emitter: 2.0' o.c. x 3.37'=6.74 sq. ft.
Instantaneous Loading Rate to Soil: o.61 gph/6.74 s.f.=o.o91 gal/hr per s.f.,
or 3942 gal/hr per acre, or 0.146 inch/hr. Does not exceed Soil Scientist Limiting Value of o..q WILT
-End of Design Calculations
John R. Harman, PE
Consulting Engineer

A Template for Estimating Critical Flushing Flows & TDH
by Comparative Zone Evaluation Method -rev 101813
Surface Drip-TDH Calcs
1725 FARRINGTON RD; APEX, NC
John R. Harman, PE
CELL COLOR LEGEND
2112 White Oak Road I
Raleigh, North .Carolina 27tMU
-
=
DESIGNER INPUT VALUE
(91 ; -07 E-mai : jackharmanb
@gmai .com
I
=
UT CALC`L A
Constant Recommende
Pro ect:
1
11725 Farrington
R
Date:
20 3
Yn-g-r.-Ta-WARMAN,
PERALEfGHNG
ZONE 1 N
!of I # Doses
Lin. Ft. ' Lats Par fDay
File: H C LCS
17 5 FARRINGTON
RD; APEX NC
i one #
one
1772 5' - 2
Classi ication:
Residential
7one 2
Iggs; 6 2
Daily Flow gpd):
4
Zone 3
1-5151 5 2
rea men evef:
Lone
3' - -2
oas:
Soils Report ax App rc
oti�e:(GPD Sq.Ft.),:
0.0261
Appllcation Area y�18n Layout
12S.F.
.Actua'F[ A by ayout:
(GPD s
5
TOTALTOTAL# DF SINGLE ZONES:
I 5671
.F.
i
# OF D0$E5 PER DAY: 8
1-Actual Dripper eng :
9 OrDDO ES PER SINGLE ZONE:
I NIA
( F DOSES PER SE
0
umps ev.=
261.5 `See Plans
IELD ZONES:
ZONEI
g2NE 2
ZONE 3
ZONE
Lengt ofbr pper Line (ft):
5671
1772
1593
T515
791
Line Spacing ( pac g Between Laterals,
3.37
3.37
.37
ee Plans
Application Area of Zones sq
1 19
59721
53681
5106
21566
Emitter Spacing O:
2 2
2
Emitter Flow (gpm :
( 0. 1 GPHIEmitter)
1 0.01017 0.01017
0.01017
0.01017
Dosing Flow(Normal Dose (from Ddpnet):
9.71. 7.91
7.55;
Return Rusliing Flow from ❑rypnet):
8.32
9.90
8.
Total Emitter & Flushing Flow (from npriet}:
17.03
17.
0
Total Head,(.) Loss Thru ripper is m (from Dnpnet):
98.37
76.14
2.7
Doses Per Day Per one:
z
2
-
Gal er Uose per zone o of Permit r
60.0
60.0
60.
Volume in Laterals & Manifolds (From Drip et):
19.5
.6
5.
l
Zone Drainage Volume between doses(Assume 80%)
j 11.7
ID.61
9.
9.2
Min. Dose for 5 times DrainageVolume: 1 56.5,
52.8,
46.81
45.9
Pump Run T1me Per ose min); it Running Singe Zone 6.9
6.9
6.91
6.9
Supply Main Inside Dia. (I Rem: 3 or 1/2" ch 40 PVC
1.50
.5(/
.50
apply ain low (C s): 6Flus g pisode
.0397
0.0352
j1.50
0.
Supply Main Velocity @ Flushing(fps):
1.
Supplyva'in velocity DurIng Do iing ps :
1.6' 1.4
1.3
0.7
1.3,
Re urn Main Inside Dia. (in):Rem:
'
2
1. -1.31
Return Main Flow c s : I
I
0.0185 0.0221
0.0184
0.0135 j
_
Return lV a n Velocity(fps,'
2.21
2.6
1.
PUMP DESIG RIA: I
-Supply Design Flow (gpm) at Flushing:
17.03
1
15.92
9.90
Return Design Flow (gpm).:
8. 2
9.90
&271
6.05
Friction o-e icient: =120 Conserv; C=140 Accptble
To DEH]
130
13
Supply Length ft ;
207
309
Supply Head Loss ff :
2.751
5.313
Return Length ():
221 ' 290
4.841 8.76 7.29
4
Return HeadLoss ft :
4.85
265
High Pt Elev in Zone
I j
ELEV. LI P[IMP OFF TO ZONE KID,
269. 267
266
Static -Head ):
7.50
5. W
4.501
3.50
62.70
D p System Head Loss (Irom
npnet):
63.03
76.141
Head Loss Thru Hydraulic Unit Allowance (5 psi) 1
11.55
11.55
11.551
11.55
j
Desired Lat.Distal Pressure Req'd=5 psi (Berk -Rite Factor)
11.55
11.55
11.55
11.55
TOTAL DYNAMIC HEAD ESTIMATE (
131,72
96.94
109.87
113.14
Pump Operating Conditions t 17.
gpm
131.72'ft.
TDH
(ZONE 1)

Design Specifications
1725 Farrington Road
Apex, NC (Chatham Cou ntv}
May 22, 2023
Oct. 15, 2023
�4c V. `I
SEAL
981 ® l
f �
4.
� F
tot
A
NRHA,,►
� �y*��y1pf11�Hf5�-
Site Preparation and Drainage
1. The contractor shall smooth the disturbed land surfaces after installation of all
components of the wastewater treatment system have been completed, and shall
leave the surface neatly shaped to shed rainwater. All disturbed areas and the
discharge area shall be seeded with grass and covered with straw/mulch.
2. If illustrated on the Drawings, the drip irrigation field shall be protected from
surface flow through the use of surface swales and/or interceptor drains. Surface
swale and interceptor drain shall follow the slope of natural grade (1-2% slope)
and at no point have less than 1 % slope. They are to be located no closer than
25 feet from the irrigation application area. .
3. All utilities including phone, electric and water lines shall be located prior to
installation. If utilities interfere with the system design and components, the
designer shall be contacted.
4. Any additions or removal of soil or other site alterations designated as active and
/or repair drip dispersal areas, shall receive prior approval from the Engineer or
Soil Scientist.
5. After installation of the drip lines, no disturbances such as tilling, plowing or other
potentially destructive activity shall occur in the drip dispersal fields without prior
approval from the Engineer.
6. The project engineer and soil scientist shall inspect and approve or deny all site
modifications after they have been made.
Four Bedroom Surface Drip
1725 Farrington Road
Chatham Co., NC
Page 1 of 7

Pipe Installation
7. All wastewater piping connecting the residence, septic tank, recirculation tank,
and pump tank shall be 4-inch diameter Schedule 40 PVC sewer pipe laid at
1.0% minimum grade.
Septic Tank, Recirculation Tank, and Pump Tank
8. The septic tank shall be State approved. The tank will be a 1,500 gallon capacity,
reinforced precast concrete tank with full baffle, and shall have easy access to
each chamber from ground level for checking and pumping. The first chamber of
the septic tank will contain 2/3 to 3/4 of the volume of the total tank and the baffle
shall contain a horizontal opening across the tank at about midway its height.
The tank shall be placed at the location and elevation as required by plans and
specifications. The tank shall be properly sealed using 1" diameter butyl rubber
pliable sealant as approved by the tank manufacturer.
9. At the outlet opening of the precast concrete septic tank, install one Orenco
Residential Biotube° effluent filter (FT-JP-04-NC) or its Engineer Approved
equivalent, and provide easy access to the filter from ground level for checking
and cleaning. The filter shall be provided by the Septic Tank provider and
installed accordance with the manufacturer's recommendations. Substitutions
shall be approved by the engineer in advance.
10. The recirculation tank for the EZ Treat filter dosing shall be State approved and
provided by Shoaf PreCast (PT-2103), or engineer approved equal. The tank will
be a two (2) compartment tank with an internal baffle wall (floor to ceiling) as
indicated on the Drawings with an overall rating of 2500 gallons holding capacity
as approved by the State, and bear the imprint of its DEH approval number
clearly on the exterior outlet end of the tank. Access shall be provided for entry
into the tank directly over the recic pump location and over the splitter valve, and
extend the access openings to 6 inches above final grade. Both sections of the
tank shall be properly sealed using 1-inch diameter butyl rubber pliable sealant
as approved by the tank manufacturer. After joining the tank sections together,
plaster along the joint with hydraulic cement, cement mortar, or other approved
waterproofing sealant. All pipe penetrations in the tanks shall be booted with a
State approved boot and stainless steel strap.
11.The Field Dose pump tank shall be provided by Shoaf PreCast (PT-2105) or
engineer approved equal. and shall be State approved. The tank will be a 3500
gallon capacity (minimum) tank with access directly over the effluent pump and
tank inlet. The access risers shall be 6 inches above finished grade. Both
sections of the tank shall be properly sealed using 1-inch diameter butyl rubber
pliable sealant as approved by the tank manufacturer. After joining the tank
sections together, plaster along the joint with hydraulic cement, cement mortar,
or other approved waterproofing sealant. All pipe penetrations in the tanks shall
be booted with a State approved boot and stainless steel strap.
Four Bedroom Surface Drip
1725 Farrington Road
Chatham Co., NC Page 2 of 7

12. Before backfilling around all tanks, and after all piping has been connected with
and sealed against the tanks, all tanks shall be filled to the outlet level with water,
and shall be observed for 24 hours for leakage. If the water level within the tanks
has changed more than 1/2 inch during the 24-hour inspection period, the tank
leakage tests are considered to have failed, and the tank must not be used until
the sources of the leaks have been found, the leaks properly sealed, and the
tanks retested and the leakage tests are passed. The engineer or his
representative shall be allowed to observe the installed tank/system
configuration, prior to backfilling around the tanks. Approved vacuum testing (4
inch Hg for 5 minutes) of any or all tank(s) may be used in lieu of leakage testing.
EZ Treat Recirculation Pump and Control Panel
13.The recirculation tank will contain the recirculating splitter valve and the turbine
dosing pump. The forcemain shall have a drainback configuration without a pump
check valve. The pump vault consists of a high -head effluent pump (Sta-Rite
STEP 30-115 volt for a two pod; or, 20-115 volt for a single pod system), three
float switch assembly all as provided by the EZ Treat Distributor.
14. The control panel shall be as provided for by the EZ Treat Distributor and in strict
conformance with the NC IWWS Approval requirements. A combination EZ Treat
Recirc and Drip Headworks control panel may also be used, if compatible with State
IWWS Approval.
EZ Treat Pretreatment Unit and Recirculation Tank
15.The EZ Treat pretreatment unit shall be as configured and constructed as described
in North Carolina IWWS 2015-03-R1 for the 600 gpd rated modules. The Model 600
has a surface area of approximately 30 square feet and 42 inches in depth. It shall
be timed dosed by pressure pipe distribution network using wide angle spray
nozzles above the media.
16. Two air vents shall be installed for each pod. One air vent shall be located on the
pod, and the other shall be located on the discharge cleanout.
17.The recirculating tank shall dose every 30 minutes for 3.0 minutes at
approximately 126 gallons per dose for a two pod system, or 40-60 gallons per
dose for a single pod system; Under peak water usage, it is the intent that the re-
circulating tank will dose the filter 4 to 6 times for every 1 dose to the disposal
site.
Ultraviolet (UV) Disinfection Unit (if Required)
18. If required by permit requires a TS-2 level of pretreatment or if disposal is by
means of surface drip application, the wastewater will flow by gravity to a single
Four Bedroom Surface Drip
1725 Farrington Road
Chatham Co.. NC
Page 3 of 7

bulb UV-101 disinfection unit. The UV disinfection unit shall be provided by the
EZ Treat Distributor and shall be installed according to manufacturer's
specification.
Perc-Rite Headworks Unit, Dosing Pump, and Control Panels
19. The headworks unit shall be a Four Zone Residential Drip Hydraulic Unit. The
headworks unit contains a flow meter, solenoid valves, disk filter and check
valve. The unit shall be provided by American Manufacturing Company, Inc. or
other approved distributor.
20.The flow meter shall be as manufactured by Master Meter or other, as provided
by the headworks unit provider.
21. The filter flush line, return line and each supply manifold for will have a normally -
closed solenoid valve (DH-SOLVLV1) associated with each of them. The
solenoid valves shall be provided by American Manufacturing Company, Inc. or
other approved distributor.
22.The Disk Filter (DF-100-140) shall be placed in the headworks unit between the
pump and drip field to screen out any debris. The filter shall be provided by
American Manufacturing Company, Inc. or other approved distributor.
23. The control panel shall be as provided by the drip system integrator for specific
application to its product and shall comprise of features required in its specific
NC IWWS Approval. A rain sensor (Mini-Clik, Rain-Clik, etc.) shall be provided
for Surface Drip Irrigation projects, and shall be wired into a "Dose Cut-out" relay
to prevent field dosing applications during inclement weather.
24.The drip dosing pump shall be a high head effluent pump and pump 17 gal/min
against 132 ft (TDH). The pump shall be a multi -stage effluent pump provided by
American Manufacturing Company, Inc. (PUTURB1534122W).
25.A 3/8 inch or larger nylon rope shall be used to lift and lower the pump into place.
The rope shall remain tied to the pump and to the outlet pipe at the threaded
union for easy access. If a Flow Collar/Cool Guide is to be used, it shall not to be
fixed to the bottom of the tank. This would prevent removal for maintenance.
26. Wire grips, duct seal, or other suitable material shall be used to seal around wire
and wire conduit openings inside tanks and control panel.
27.All metal in tanks shall be stainless steel unless otherwise approved by the
Engineer.
28.All control and power wiring for the entire wastewater disposal system shall be in
compliance with all local, state, and federal regulations, codes and ordinances,
and shall be confined on the site generally to the area of the pump, control floats,
Four Bedroom Surface Drip
1725 Farrington Road
Chatham Co., NC Page 4 of 7

automatic valves, control panel, alarm panel, and related wiring systems. The
installation contractor shall be responsible for the costs of obtaining all power and
control wiring for this system and shall coordinate his work with the owner.
Manifolds and Drip Irrigation Lines
29. The supply lines and return line shall be Schedule 40 PVC, size as noted of
plans.
30. Supply and return lines shall be sleeved using ductile iron or encased in concrete
at the point of any drainage way crossing extending 5' on both side of the
crossing
31.Air/vacuum release valves shall be placed at the ends of supply and return
manifolds, and housed in plastic valve boxes, extending to ground level.
32. Return Pressure Assembly (if needed) shall be protected by an at grade valve
box.
33. The supply and return manifold shall be 1.0-inch schedule 40 PVC.
34. Each supply and return manifold shall have an air/vacuum release valve. The
air/vacuum release valves (AIRRELEASE1) shall be provided by American
Manufacturing Company, Inc.
35. The air/vacuum release valves and manifolds shall be protected by valve boxes
(DH-VALVEBOX) and easily accessible from the ground surface for
maintenance.
36.The supply manifold (ditto for return manifold) shall consist of one saddle (or tee)
per lateral connection, one ball valve, and one air/vacuum release valve. The
ball valve shall be placed at the inlet of the manifold such that the effluent will
pass through the ball valve prior to entering the saddles (or tees) (see design
detail). This ball valve will also be used for pressure testing the supply or return
mains at startup inspection. The saddles (or tees) shall be placed 4 to 6 inches
apart and, the air/vacuum release valve shall be placed at the outlet end of the
manifold. The air release valve shall be removable for use as a cleanout.
37.The Perc-Rite Pressure Compensating Dripline (08WRAM.6-24V) shall be
installed a minimum of 6 inches below natural ground surface (for sub -surface
systems, or at ground level for Surface Irrigation systems) on contour. The drip
line shall be installed on sub -surface systems with a chain trencher, or vibratory
plow. No heavy machinery shall be used in the drainfield area.
38. No trafficking in the irrigation application area.
Four Bedroom Surface Drip
1725 Farrington Road
Chatham Co., NC
Page 5 of 7

39.The Engineer (and the Local Health Department, if applicable) shall be notified
48 hours in advance of intent to install dripper lines to arrange for inspection.
40. The drip emitters shall be placed 2 feet apart along the dripline. The emitters
shall be Netafim Pressure Compensating type and 0.61 gal/hr rated.
41. Driplines shall have a minimum 2 feet horizontal spacing from adjacent driplines,
or as indicated otherwise on the Drawings.
42. The Perc-Rite Pressure Compensating Dripline shall be connected to the supply
and return manifolds using Bioline Insert Adapters (BIOINSERT12X12), Female
Adapter SXT SCH 40, '/2" x'/2" (PVCPRFIP12X12), '/2" PVC Flex Tubing
(PVC12FLEX), and Bioline Repair Coupling'/2" (BIOCOUP).
43. The return manifold shall consist of one air/vacuum release valve, one saddle
(or tee) per lateral connection, one check valve, and one ball valve. The saddles
(or tees) shall be placed 4 to 6 inches apart and are preceded by an air/vacuum
release valve (see design details). A 1-inch brass check valve and a PVC ball
valve shall be placed following the last saddle (or tee) connection and the return
supply line. The air release valve shall be removable for use as a cleanout.
Four Bedroom Surface Drip
1725 Farrington Road
Chatham Co., NC Page 6 of 7

System Specification Summary
-Daily Wastewater Flow 4 Bedroom
480 gpd
Septic Tank Size
1,500 gal min
Recirculation Tank Size
2500 gal Two compartment -See Drawings)
Field Dose Pump Tank Size
3,500 gal
Gravity Sewer Line (Septic Tank to Recirc. Tank
+/+ 5 ft 4 in SCH 40 PVC
Primary Pretreatment Unit
State Approved Septic Tank
Secondary Treatment Unit If Required)
One EZ Treat 600 GPD Pod
Pretreatment Unit Flow Rating Max
600 gpd (max); UV Disinfection: 10 GPM
Pretreatment Dose Method
Timer Controlled
Pretreatment Dose Volume
_
40 al/dose @ +/- 13.6 Gal/Min
Pretreatment Dose Duration
176 sec; or 2.94 minutes
Pretreatment Dose Frequency
72 doses/day
Dispersal Unit
American Perc-Rite ; or Equal
Average Daily Flow 100% Design Flow
480 gpd
Dose Method
Timer Controlled
Average Volume Per Dose
60 al/dose
Average Dose Frequency
8.0 doses/day
Four Bedroom Surface Drip
1725 Farrington Road
Chatham Co., NC
Page 7 of 7

CONSTRUCTION PLANS FOR A WASTEWATER TREATMENT
11611
SURFACE DRIP IRRIGATION DISPOSAL SYSTEM
FOR A FOUR BEDROOM RESIDENCE
1725 FARRINGTON ROAD (CHATHAM CO., NC
APPROVED FOR DESIGN DAILY FLOW OF 480 GAL/D
Chatham County GIS Map
�d'
Y
Z
O�
O
PROJECT pITE
1725 FA . INGTO
' I
JJ�
-
O U S 64 -
l _
u°'o
V .
1/212021 7 52 12 AM 1:102,317
VICINITY MAP ° ;son ,aaa „noon
Army Corps Land�rUDNw �oF'=eoh COW m
RD
NOTES:
1) SITE DATA WHICH INCLUDES PROPERTY BOUNDARIES, TOPO, UTILITIES, ROADS, AND OTHER SITE
FEATURES WERE PROVIDED BY A SURVEY PREPARED BY SURVEY CAROLINA, PLLC; ASHEBORO, NC
(SURVEYORS) 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 GPS LOCATED BY
SOIL & ENVIRONMENTAL CONSULTANTS, PA.- [phone]; RALEIGH, 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 OR EASEMENT CORNERS.
THIS IS NOT A SURVEY.
OWNER: Blacksmith Ranehe LLC
CONTACT: William Foy, Pres.
1719 Farrington Road
Apex, NC. 27523
919-219-6233
Notes:
I. NC GS Monuments found within
2000' of property.
2. This project is located within a
special flood hazard area-
3 Area calculated by coordinate
geometry.
4. All lines surveyed by Survey
Carolina, PLLC are indicated
'3y bold Ilr.es. All ,fines nu[
surveyed by Survey Carolina,
PLLC are indicated by dashed
lines.
5 No attempt was made by this
survey to locate all
underground utilities nor any
other easements that would be
revealed by a title search,
6 Watershed: Critical Area
7. Zoning: R-1
B. AKPAR: 64655 ,, Flood Map: 3710x78200K
10 Tract 1 & 3 will he accessed
through the new +0,374 Sg Ft
Access Easement. Tract 2 is
essed by Frontage on SR
008
1 e
1
E Z,kv
New Tract 1
3.382 Acres
3 355 Aoa Clear of R1w
I,.. WTanvmkvMlA•b,wfflhmy wp 4rawn vpwr my-o'P-'^�whpm+ar+cau, EvS'EN55 �y�r'm
"••t- -
a,m Y mein uroer my eoprn'vlan and rna few-s; MRvm,tflaa rwe bead P--the.-r I'rWertY lire
IhIrs06t4rnw
niufa-t Cd6ary Y', CJPaaA
Cornptxed Property lire
'
aY �i2 PE j c''
lxP41 ]T`H
f]) f'oslaw - � aL iR
f!)T19ae+Gx5b naalPmoaduri Rae,•>✓m. NL,wfriec /Nfwe1/•a
_ __ H of Way lire
Gxnant WE it
. -
(�) Lures dr FIwv6Y- JWY A. mid
T. Lira +
(!)paoadEpoch mw qm 1,"MOW
+ �, + (e/ln,Nlwyrvw-pwlrw �.:Nm team. ewr Tkw N-&
- - - aw not eaot urte
f7)04aa n,cON: OYNtl 1TA
r
0 Emtligh -,Pipe SI[e
fa) epm 'bkV r- f,): d.fKa a
• New Iron Bodmlpe
ryJG-13NBS SUN Poill,
A Petri Nrs Sr_lCd,yOeed Pdht
k:1lf-M.05 c: t.9a0,9exa9 srnl.n
® yeg
ffd W.n' u55,wtwyl
,,Oao WT-H,PrWessbre L..S-yes Wy Feld lomtlan to locate peewlat, rotmpt-am eph-ail st-pmcredd weber r Location Map
I,rot to Scale)
I,Ixttn,srm rrH, ryC ym�6]Jp(p 11a bptlla, antl weaar,ds bus been canpletN by Uetlum Casnty ln[aanbeNs;lzANDI�
��have aywterlUtva valR t°Ctatlwn WntY ^ParianbWler regvlremm
me xvl,ry vnelosii'RAi9f.CV�NIaM wNm Me aria ofecamNor
mw,ciparrN Mal Ks en adMsnce NN! e9Welasaeottsafrond
DerNaP,nnd a redmNop,rrent of a Mher SulMlvislw a an Indhiduil raldnrllal
Don Wiwwr ll-to roof v,.o iolwne d,rm
W oeadadrely ea dibe 20.om square !ee[ of lom dlnwbence shell comply
w11h 5a11on 165 N51E1id) rid tes Lfamseny Sermon 100(5)(d) arrd tell of Ne
en eGuasl,rveYmeds eurp•uiy rv:•a'sssiar /yred�car'1M 16 S R
Uslum fnnbY Stwmwtic Qdlrunte]
15xn�ndia_ en'•fsvar. ,MI Me Oourldgr•a wlsurseyw
-Wa l,7uvwrr AY.n mfvi,yrnhyr•dg ul eocR pia aa,7a
au rya VPmcioa+nmsrassw accmer�¢oikrn'a:Md
fd4n71' IWBlts iiMl
fOf)�¢��ai �.e,. �tian ✓yr
�R JJ(�. Mef VIIs WMmiaCrKnrodnpa-sidn•rw wel�G.S W,Xi-
sripr afam
Nfr4M1bMv+trLi,�fr ncly Wr,n,CraartY. the plat has been
f
C
lmeubtl NAsroiauryunprW ePrAd liwnsB aar,6erarrtl aeertlaa fie Tin
oltyaAp.'AC 2t>7r
Nf ' a o-dfv,-.dhq In the e111cenr nW ekelry Ary'-ot6eed•_
1
p�lrL Sd-aozi
llxeetdrd WrmrFFa Atlem Date
77
147t. utBvhN
"%K'TPfaa ElalneH Manhtws l
DIRS z9 2m ed
,Ar1rel Pe late I§ Ito
P. Ino
n'
New Tract3 /
. 1'•
Acres Total
'.861
gr.rwR,w
S U B E C T r-•-Rf PY>`
J
1 7Z JefARRI I iGT0
R gyp'
l
S H
Jimmy Ray
S7ATc OF NDRTHCAROLINA
...
-}•
LNAn
.1161,411
PB a Pg Bb
r�M1wcof 11-0. gawx lJlScn NClltlnVNY.
,� �d
AJIpm 17691
G.airy x rphf!_ s,rirn R,u w- rs
adrtad mows W s:aNMy,upm,emeNs fw mco,dng
`G V
-EC
i 32P 21 „Q 'lbcl•'�
, � .,
11afe Rdnew or. r
elacksmlth Ranch LLC
• Apex, Road
/%
NC
f ��na Apex, NC 2752523
\����77��///
=.kidivision Survey For:
William Foy
j
Now Hope Township Chatham County
K
North Carolina APHI 7, 2021
/ctp �>�
ee Dd Book:2090 P9:211
Plat Book: B7 Pg: 3B6
rEc ,nay o7 zasr z:ppJ om _
Plat Book: 87 Pg: 346
tn.57 mil.'- ::m, clzs
�'tN
scale: 1"- 60 US survey Fear
aamuEl6NT man+'�+
♦c�
Ba S ale:
/
SURVEY CAROLINA, PLL-C
0sv1FA CERTIFICCn0N aF NON •1lD•G LOT
154 5. Fayetteville St, Suite B, Asheboro, NC 27203
Cunt•sr Iri n tM rM lug pr•rp:, vavNwaysMi A' [mWm,4
:uettbh vim vrvtnr,anH>,ddlrq Wts W Tr•! t,
T'a N.- xraribe, D5 675 am
Vic, snmo 1-.,�-P.a bWldirq permit for a Wllt'r,E on aoyk.
z.and Tv¢3A,NrwwtmotK logs) steer, wthhplaito
Emil' mall3wrw•ywn��n¢.rvn
sened by Abe easemws per sM,w 7 4 1513t
buedable blssha9 requie complkrae with se Hoo 5 3.1 a,e Chatham
amen l: A.ir11
Canes s1E6rklw Rey4-
aer wr.marn r,.n6r '
_
02031S-yCaroAna. PHc Jab K: 12144
I
NCDENR PERMIT WO #0044550 SFR
CL
Z
J
V
J
a
>--
V
Z
No
U_
zQ�
°g
>
O
um
06
W Z
u
�
z
O
L.L
<
W
.
LU
LL
CL
Q 4
Q
O
2
�
a
/o/��C
W
U
,Ljy
6�
J
W
5�
p00
�w
w
-Y NM
�
r
N
p 0
U
N �
O
Q SEAL
• 9810
t,��NGII�EF'�

,•;•►
►►f ff�
,g%''►'
,,.
:f�� V�r_44��►�4f�►�.
+r

M
DRIP LATERAL INFORMATION E: 997 "F Survey Feet 317.6 C> CID
RUN NO. RUN LENGTH LATERALLENGTH ■ ■ Q I f r4
1 - 19 — ---- a 89 17 4 E 57.63 Total to 1L = o
2 23 Z 1 4
6Q -
4 32 0
3 28 rV - -- - ' - - - - ET 4 C K C N
5 36
7 �
45
8 49 E �' N J
9 54 326
r14
59 �/ z T I N M I O L ? Z =
63
67 A - 4 4� ' CIS a QZQ
�/ d
72 � CC
76 337 L 81 �!7 74 LV, . 4J - l P f' - !� � L , T Y F . � N Q
17 73 \ ` a • ' \ N O
18 72 , r
19 70 370 0 \ a� � V
20 70 ry� r. L, - P , �� C� z z V
21 71 N . LL m
22 72 O , 1o. C� �f�' \ O
23 73 E J SJ�F. i' F L f�+
73 $ _ J ( W Z_ U
FRO _ Z
25 74 359 � I P� D 1 i�k � � --- � � � z
f �frn V D�'�e� �:ER'__=
27 76 �,NL'
28 77 - [ - i - P� -- - -- ' LU U
29 78 380 1772 - - [ - i f1�-- - - "" 1I `/1 �r_-- ---- - ------ - , r / f '' - L1'1
V I
30 80--I—I I— 1—[—I FRT �FiB„MOB a C a
31 826p��'-��4', % /,
32 83 245 - [-I-� ' [-[ �[-[- [ �91, -__ 3
35 86 255 N - l r 1 lUn . Ce- / ~ Q� 85 o
'r I "',CCCrrr 0 U
36 87 - I 1I 1 ,
38 89 264
2S HYDRAULIC UNIT - I - - - - - - 0�7 •
40 90 ! 1 _A 41 91 271 T T04
O9G+a_ ,',�,' !� i. /
42 91 .b 'RnC �.�v .Y� - '� •
44 93 276 W rape 7
93 0
46 94 ICT k S�6 `g� --� I -I- / W 0
47 95 282 1593 f L - - - / .�.��.I 0 000
48 96 l
49 97 Q /',
00
50 98 291 Z ��
51 98 0
52 99 N . m L-Zq O . �� }� n U 00
53 100 297 E ,n] �qj G7 , yZ IA ,Qp. W / 1) YA z 0)
54 101 % �� �_ Jv � rl
55 101 ra e�A,�
� -C
56 10303 T / Propose
57 102 p �n H � '
• 0
58 103 R ♦ ��. �� _ R N
60 105 E
59 104 309 E ♦ New ew 4 � � � -- - � IL�'J C)Icy 0
61 105 7- BedRoom • N
62 10315 1515 •
63 108 S
Z �
64 91
65 77 276 O � D! I i n +�
SS' we�
67 59 N �j�'f ,0>, x
68 52 w rJ .C1 , yA
69 46 E `_%5 �' ` ti.I �� "..� ill! � �r1■
70 42 264 .� /� o �, �� . .,��, „ N Q_//j/ %,
71 3° F +.i0 �� % �.Q� �^3 5 C A L E I
°,- . O
73 34 + - ' • ` SEAL
74 31 O !
�
y� ■
75 25 n� ``rl``f ��T <b• i) `� 9810
76 77 19 R F -.'� 0 �� �T '0 / .�h V�jD /,[.33 Q' 15' 0 3 4'
1719
79 15 251 791 ��� •-'��y,'y�{�� '' 1�'�7� ,.
TOTAL: 5671 LF. L / �O J {�,[ 1� •�+i+._■'r+,�; `,� `.. '��
AVG SPC'G: 3.37 FT <! Yi/• �+\

1
1-1/4" EIP FLus
N: 731,832.83 round U5 Survey Feet
E: 1,997,128.7 Ground US Survey Feet
■ o
•
Soil Amendment Notes: The surface drip application area shall receive a
minimum of 6 inches of fill to be placed on top of the existing soil
surface so that the vertical separation to prohibitive soil characteristics
is met. The fill material must have a soil texture of sandy loam in order
to establish vegatative cover and must contain no more than 10% (by
volume) fibrous organics, or other debris. The fill material and the
existing soil shall be mixed to a depth of six inches below their
interface. All heavy vegatative cover and organic littershall be removed
from the existing soil surface before fill material is added. The side
slope of the fill shall not exceed a rise to run ratio of 1:4. The fill area
shall be constructed as to shed surface water and stabilized with a
sustainable vegatative cover.
�4 ZONE
HY[)RAULIC UNIT
V44A
Seeding, Fertilizing, & Mulching:
Grass Species: Tall Fescue, Ry, or Bermuda @ 100# per Acre
Overseed 50# per Acre with Tall Fescue each Fall until well established.
Apply Lime and Fertilizer according to test; or, apply 400# per Acre of
Pulverized Lime and 1000# per Acre of 10-10-10 Fertilizer. Mulching
application shall be 4000# per Acre of Wheat Straw, or as may be
DB 14E Pg 2
P B 2 0 18 P g 1
adjusted by visual inspection. Anchor Mulch as needed by tacking with
asphalt n etti na. or other anoroved means.
rPAR 1756
31E 0
I74 E IL'3o ~
FEEDER LINES (TYP) lI Of
172
.1
111�111��1�11��i��r:���E�D,� r 1
S
I O' 0 ,
tK
0NO
�C
U
N J
qZ =
J U
a Z
w
No
�Q
No
�13�
W o Ug
wZ Z
�Q o
Q C14
a
W F—
Ln Q 14
Ju
W
0000
•rl CY, ON
a N
♦
�—I
w U U °0
C�
Q) z ap
=
/C
N
— a 0
Or
D:� 0
N �
O
Q¢
SEAL
i
;
9810
V.Vo-w'�.II..; '
�'• R.

Opp
a*
us�1
ly?t
Sp, 'STo �
,�Tq � S,e�bo�
rm
4 ZONE
HYDRAULIC UNIT
o(o
oj/
` C*4
1 O co
1111 L O
�oa
Q M
N J
Z
Lu
Q _
Z
C
L
10, ~ ~
NQ
�° vu
Z W o �g
�- W Z
z
w j u
c�
oc ¢ N
Lu
z a
o=
w .2 u
_ 0
N
W
p 00
-�0c)
W °N�
0 00
-0')
cn N'Q)
10,
N �
.9 y
5' 0 SEAL
9810
-F

E-Z TREAT POD MODEL 600 :FREE
CKF!
OFtEBRIS
GRA -- VALVE
(TYP ;
U4-1/2"SUPP LINE
ETU -EXISTING GRADE
1-r E-Z TTRTOD
SECTION TH_ RU EZ TREAT POD-SPRAYN LE (TYP
NTS
4" SERVICE LINE FROM FACILITY
SEPTIC FLOW
10' MINIMUM
1
5/4 TREX BOARD Z
TYPICAL
EFFLUENT FILTER —` 314"0 RECIRC CI
III
NOTE TWO ACCESS
RISERS SHOWN CAN
BE COMBINED TO A
SINGLE 30" DIA
Z SET BYPASS VALVE
24" E-Z SET RISERS (TY - 24"0 E-Z SET RISER
�o
WITH COVER.
STEP 20 TURBINEYUMP
FIN. GRADE
4" PVC TEE
M
N
O
N
co
=
4" PVC END CAP NOTE: DO NOT
—
O
GLUE ONTO RISER PIPE DRILL 1/4"
o
VENT HOLE IN CAP
v
Q
Z
— 4" PVC RISER PIPE - EXTEND
a
A
t
- ABOVE BOTTOM OF TANK
a
0
LID
U
Wj::34" FROM FILTERS
N
N
J
L 4" TO FIELD DOSING
Z
=
TANK
+,
QJJ
U
-E-Z SET BYPASS VALVE
Q
d
z
LJJ
ALL TANKS REQUIRE A
<
~
6" THICK STONE BASE
WT-yp)
N
O
Y
H-
0C
-� U
SECTION THRU RECIRC TEE +-' Z Z0
NTS
24"0 E-Z SET RISER WITH
COVER (TYP)
OPTIONAL 2" VENT
CARBON FILTER OF
�
4^ REQ. PER LOCAL r
CODE) L`
UV UNIT L
24"0
(TYP)
TREATED EFFLUENT LINE TO 4" SCH 40 PVC BOTTOM
CONTROL PANEL FOR EZ TREAT FLOW UV /FIELD DOSE TANK CONNECTION OF TANKS
I" DRIP FILTER BACKWASH/FIELD FLUSH RETURN FROM DRIP HYDRAULIC UNIT
SEPTIC TANK RECIRC. TANK FIELD DOSE TANK
INC DHHS APPROVED 2500 GAL. PUMP TANK - NC DHHS APPROVED 3500 GAL. PUMP TANK
NC DHHS APPROVED 1500 GAL. SEPTIC TANK - PT-2103 OR EQUAL PT-2105 OR EQUAL
ST-390 OR EQUAL
01 A Al
NTS
FIN.GRADE: ELEV. "A" (SEE
NOTE: FIELD
TANK ELEVATION
VERIFY PRIOR
z— 30"0 E-Z SET RISER WITH COVER.
SCHEDULE) 314" BALL VALVE
TO ORDERING
24"0 E-Z SET RISER WITH COVER
8" MIN., 12'
CLEAN -OUT 24"0 E-Z SET RISER
RISERS
MAX
/
(TYP)
WITH COVER {TYP
- 3!4" R2CIRC LINE
FIN.GRADE: ELEV. "A"
t
ALARM LIGHT
NOTE: POWER TO WITH COVER
SET RISER -
THIS PANEL IS 230 VAC WITH (TYP)
CONTROL PANEL (LOCATED
WITHIN 10-FEET OF TANKS)
FIN.GRADE:
UV DISINFECTION UNIT
ELEV. "A" MODEL EZ SET UV 1000-S
OR APPROVED EQUAL
-
IN
- n 4'PV
OUT=ELEV. HIG
'ROSS
Ev . LE4.-W
..C"
INV. IN=ELEV p •
PUTTER VALVE
BYPASSUV
UNITEFFLL1BJf
!NVIN�WA
EMERGENCY SfORAGETHIS
:4'M
FILTER
COMPARTMENT & HELD DOSE TANTOM(SIZED
PER
g064 GALLONS
`CH
EDTANCSDESIGN
DSE +•c•IS'
40 PVCFLOW)
TER-TIGHTE
WALL 45"
107"�
OTSl
boo GAL MIN
COMPARTMENT
FLOOR= ELEV-'G
1/2 HP, I ISV• 20 GPM L 6• STONE BASE
- SEPTIC TANK DOSING
EPIJMP ZTREATR RECIRC. & STORAGE I�WAAL)
DOSING EZ TREAT 4R EQUAL} -
1500 GALLON SEPTIC TANK POD NOT SHOWN 2500 GALLON RECIRC PUMP & STORAGE TANK
STB-390 PT-2103 +/_ 44 GALS PER INCH
SHOAF PRECAST CONCRETE, OR EQUAL SHOAF PRECAST CONCRETE, OR EQUAL
SECTION VIEW
NTS
co
O
L
1 1 /2" SCH 40 PVC
CU
w
Z
Z
SUPPLY LINES
L.
oC
—
CL
F-
_T RISER WITH OVER
oC
Q
O
DISPOSAL FIELD
06
LU
ESL
Q
N
^
Q
Lu
v
Q
if]
c =
FOR DRIP 1 114" SCH 40 PVC RETURN LIN
(%�
Gq�
b U
h
o�
0
L!�
CONTROL PANEL FOR DRIP
-4 ZONE DRIP HYDRAULIC
FILTER & VALVE UNIT
(REFER TO SITE PLAN FOR
NUMBER OF ZONES)
RAIN SENSOR (IRRIGATION CUT
OFF); MINI-CLIK, RAIN-CLIK,
HUNTER INDUSTRIES, OR EQUAL
4" x 4"
TREATED POST
DRIP CONTROL PANEL
36" MIN WITH ALARM
CONDUIT FOR PUMP
n FIN.GRADE: ELEV. "A"
TO DISPOSAL
EMERG. STORAGE VOL -
+/- 4064 GALS (USING BOTH TANKS)
i�PGF�'V'17'ATE
PEAK ENABLE= ELEV. 'I" r `
ELEV "c" WEIGHTED MERCURYFLOAT��V ir FLOOR= ELEV. "K"
SWITCHES..(4j.
FIELD DOSE TANK
3500 GALLON PUMP TANK +/- 47 GALS PER INCH
PT-2105
SHOAF PRECAST CONCRETE, OR EQUAL
TANK ELEVATION SCHEDULE
ELEV. "A"
270.00
ELEV. "B"
266.40
ELEV."C"
266.20
ELEV.I'D"
266.00
ELEV."E"
265,83
ELEV.'IF"
267.00
ELEV. "G"
261.83
ELEV. "H"
261.50
ELEV. "1"
261.83
ELEV. IT'
262.83
ELEV. "K"
260.00
W
�•(
OO 000
ct
,�.(
Elf � N
O N
�-I
w
0000
�ZO
cn
N-� N
0
N � �
rO
SEN�L,
9810

5
4a1 1 C//
OUTLET
NEXT ASSY USED ON
APPLICATION
a
UNLESS OTHERWISE SPECIFIED
NAME
DIMENSIONS ARE IN INCHES
DRAWN
TOLERANCES
FRACTIONAL ±
CHECKED
ENG APPR
ANGULAR, MACH ± BEND ±
TWO PLACE DECIMAL ±
MFG APPR
THREE PLACE DECIMAL '-
INTERPRET GEOMETRIC
Q A
TOLERANCWG PER
COMMENTS
0TERIAL
FLOW RATE
10 GALLONS
;,N.-'.
A MINUTE
DO NOT SCALE DRAWING
4. INLET
V LAMP
DATE PATENT :- :=. Nl IN
TITLE
UV-101 SINGLE LAMP
REV
SCALD 1-20 , EIG- 1 SHEET 1 OF I
60" LONG "T" POSTS
FIBERGLASS OR PAINTED STEEL
`1 SET POSTS @ +I- 25' SPACING
14 GA. HI -TENSILE STEEL WIRE
11=111= 11,
+1- 24" BURY
DETAIL OF FENCING REQUIRED AROUND
24
22
20
181
16,
N
Li
1 4,
12,
Q)
101
O Q
~ 8C
6C
4C
2C
PUMP CURVE
FOR DRIP DOSING
15 GPM TO 25 GPM
�4 V 12 20 28 36 44
Gallons Per Minute
cuwan urensaee uwure
euAan U.LLCNS PM inure
PUMP CURVE
EZ TREAT FILTER DOSING
I
_
aE
rn
N
O
cV
"'
:
o
00
O
o
U
J
J
Z
CL
u
a
Z
w
Z
I
0
LLIp
�
C7
v) a
U
0
�R
�u
Ug
m
W o
Li
Z
USE THIS PUMP
d
Z
<
U
06
W LLm
a N
a•
LLJ
A
A
a
va
o U
1.
OPERATING
w
NDITONS:
CL
GPM @ 132' TDH
w
�•�
OO 000
?••I
•�
ft� ON
r--00
w
—Y
O N
�•�I
b�A
0000
a) z I
N
0
c�
U
-c
N '10-
CAR
a¢
= SEAL
9810
(NOT TO SCALE)
�'• R. IA``

M
Supply line depth
Is Below frost line
STANDARD RESIDENTIAL DRIP SYSTEM DETAILS P1
TOP FEED MANIFOLDS
USE ON ALL SITES WITH A DISCERNIBLE SLOPE
TO CONTROL DRAIN DOWN FROM UPPER LATERALS
TO LOWER LATERALS AFTER PUMP SHUTS OFF.
AIR RELEASE
12" VALVE MoniFald T016p,Im
Cover
Depth }� + }Return
1( pPIY 7/2' Supply Retul` Manifold
} } }+ } }+ PRESSURE
+ }++ } } }} } PRESSURE DRIPPER TUB]
} } + DRIPPER TUBING
RIGID_
Elevate loops
F2
Install insulation
for shallow systems
in freezing climates
Normally Open
Supply Valves
Backflush Valves
11/2" Supply From
Pump Tank
1/2" PVC
MAIN SUPPLY PIPE
BELOW FROST LINE
}
+}► + 1
+ }} FINISHED GRADE
INSTALLATION DEPTH
INSTALLATION DEPTH
Air Release Valve
above highest drip
run in that zone.
Top Fe=_C on silPs
with di�ctrnib!e slope.
RESIDENTIAL
1/2" PVC
FLEX
+
AIR RELEASE
VALVE
COMMON
RETURN PIPE
Patent No. 5,984,5748
AMERICAN MFG. COMPANY
TWO -FILTER - 15 GPM
HYDRAULIC UNIT
Flowmeter
Disc Filters
Normally Closed
-ield Flush Valve
12' HYDRAULIC
U
TUBING
FINGER SCREEN
w/ 6mm 90' ELL
6mm 90' ELL
PRESSURE
RELIEF
/
RPA CONNECTS PRESSURE
SEPTIC
TANK
I
RETURN
ALUMINUM BASE
DRIPFlELD
Install insulation
COMMON RETURN
far shallow systems
infreezingclimates
See diagram above
RETURN PRESSURE ASSEMBLY (RPA)
N TS
N OTE:
IN THE EVENT THE DRIP ZONES ARE
A DISCERNIBLE VERTICAL ELEVATION ABOVE
THE HYDRAULIC UNIT, INSTALL A "RETURN
PRESSURE ASSEMBLY." THE ASSEMBLY
IS TO BE USED TO PREVENT THE RETURN
LINE FROM DRAINING AFTER OR DURING A
DOSE. REMOVE THE ZONE RETURN CONNECTION
AND REINSTALL A SHORT 1" NIPPLE IN THE
RETURN VALVE. INSTALL ASSEMBLY AS SHOWN
ABOVE. THE HYDRAULIC TUBING PROVIDING
PRESSURE FOR THE REST OF THE UNIT MUST BE
PLUGGED AND THE NEW TUBING FROM THE
ASSEMBLY CONNECTED TO THE PRESSURE SIDE
OF THE SOLENOID.
11h" Return To
Septic Tank
1" Normally Closed To Return Pressure
Zone Valves Assembly
DRIPPER
LINE
❑4
1/2" FLEX
PVC (4' typ.
PVC FIP
ADAPTER
RAM INSERT
ADAPTER
6" MIN
SEPARATION`S
BURIED DRIP LOOP CONNECTION
N
O
N 00
L 0
bo Q
0
U
Ln Z
J
2
U
Cd
LU
V
0�
U
N
w Z
Ug
L7L
0
'
WW Z
I.L
Z
0
Q
0
W
N
L
Q N
ui
LU
r
Q
~
cQ
d
° U
DRIPPER LINE
W
41 k
FINISHED GRADE
41
4/
0000
PVC PIPE 41
����'--�i---II[
w
N DD
C
PVC TEE '�
0 000
(D z a�
EARTHEN DAM IN TRENCH
TO PREVENT FLOW ALONG
++
+'
t0)
FLEX PVC LOOP
Cn
N � N
DRIPPER LINE SECTION DETAIL
0
N TS
a_
SIDE FEED OPTION
,.
FLAT SITES ONLY. AC)
SEAL
3 9810

SITE CLEARING GUIDELINES
General guidelines for preparing/clearing a site for installation of an American Mfg. "Perc-Rite@" Drip System:
GENERAL REQUIREMENTS:
The preservation of the original structure of the soil in the absorption area is essential to maintaining the percolative capacity of the soil. No activity other than the construction of the system is
permitted within the absorption area. On sites where a majority of the vegetation needs to be removed, care must be taken to minimize the impact on the soils natural permeability. There shall be
no cutting, filling, or storage of material on or within 20' of the adsorption area. Site clearing and preparation shall be performed by the installation contractor for the wastewater dispersal system.
The absorption system is not to be constructed during periods of wet weather when the soil is sufficiently wet at the depth of installation to exceed its plastic limit. The plastic limit is exceeded when
the soil can be rolled between the palms of the hands to produce threads 1/8 inch in diameter without breaking and crumbling.
After installation of the dispersal system, or if after clearing installation is not to be performed for 60 days, seed the area liberally with native grasses. The standard Department Of Transportation
specification is acceptable consisting of perennial rye and fescue. At all times protect the installation area from erosion. Local codes shall apply for best management practices to control runoff.
SHALLOW INSTALLATIONS (surface to 8"):
Clearing and removal should be by hand with minimal machine assistance and under optimum soil moisture conditions. Track machines are preferred to those with rubber tires and should only be
used around edges of installation. Soil moisture conditions need to be confirmed prior to beginning clearing and system installation by the soil scientist of record.
LARGE SCALE INSTALLATION TESTING:
Larger systems typically do not have water available for zone installation testing on a timely manner. It is desirable to water test an installed zone while the supply and return manifold header
ditches are exposed to better inspect for leaks. In order to facilitate site and equipment protection and erosion control, the installation contractor shall provide sufficient water and the means to
deliver and monitor the water to both flush and leak test each zone or subzone prior to backfill. The flushing volume shall be five times the volume of the piping network being flushed. The flushing
velocity shall be in excess of 2-1/2 feet per second. The leak testing volume shall be at least 3 times the volume of the pipe. The leak test shall continue until steady state flow is achieved and the
flow rate is within 6% of the design flow rate or as approved by the manufacturer or engineer. After successful testing and inspection the supply and return pipe connection points shall be
sealed and protected from dirt and debris from entering prior to final connection.
General Construction Notes
American Manufacturing "Perc-Rite@" Drip
1. All installation and construction techniques shall conform to state and county codes pertaining to on site sewage systems and the permit for this site.
2. The installation of this system shall be in accordance with specifications and procedures as supplied by the Manufacturer of the equipment.
3. The drip tubing shall be installed using a vibratory plow, trencher, or by hand.
4. All tubing to be installed along contour.
5. All PVC pipe and fittings shall be PVC SCH 40 Type 1 rated for pressure applications. All glued joints shall be cleaned and primed with purple (dyed) PVC primer prior to being glued.
6. All cutting of PVC pipe, flexible PVC and dripper tubing of size 1 1/2" or smaller shall be accomplished with pipe cutters approved by American Manufacturing Company, Inc. No sawing of PVC,
flexible PVC or dripper tubing of size 1 1/2" or smaller allowed.
7. All PVC pipe, flexible PVC and dripper tubing in the work area shall have the ends covered with duct tape to prevent construction debris from entering the pipe. Prior to gluing, all joints shall be
inspected for and cleared of any construction debris.
8. All automatic valves (zone valves & field flush return valves) shall be installed with isolation valves, bypass valves, and disconnects (i.e. unions, flanges) for manual field operation during field
maintenance events. All valves must be provided with at -grade access.
9. Drain field supply and return lines and manifolds to be installed at adequate depth to prevent freezing. Horizontal spacing between the dripper lines and the installation depth to be as specified.
10. No activity on drain field area other than minimum required to install system. Do not park equipment, drive large equipment over or store materials on drain field area.
11. No wet weather installation is permitted.
12. The contractor shall be certified by American Manufacturing Company, Inc. to install this type of system and shall hold a pre -construction meeting with the individuals responsible for soil evaluation,
permitting and inspections prior to site work beginning to insure protection of the site conditions and to ensure the system is installed according to design.
13. If site conditions are determined to require the installation of the system to deviate from these plans, all work shall stop immediately and the designer shall be notified. Any ongoing work shall be
at the sole responsibility of the contractor.
14. All force mains shall be tested for leaks prior to drip tubing installation and prior to system startup, at 60 psi for 2 hours without a drop of 5 psi. Uncovered force mains shall be visibly inspected for
leaks. If a leak is suspected in covered force mains then the force main shall be re -tested at a minimum pressure of at least 30 percent above the design operating pressure, for at least 30 minutes.
There shall be no discernible leakage.
15. ASD15 & 25 Hydraulic units to be placed on a bed of gravel for drainage.
16. If standing groundwater is a problem a screened drain to daylight is required.
DESIGN PARAMETERS & USAGE AGREEMENT:
Every attempt has been made subdue adverse conditions of this site. Therefore, the designer and/or engineer shall not be held liable for:
1. Improper installation;
2. Improper or lacking operation and maintenance;
3. System abuse;
4. Improper use;
5. Any activity conflicting with the guidelines setforth in the manufacturer's operation and maintenance manual;
6. Any activity conflicting with 15A NCAC 18A .1900 rules and applicable wastewater system approvals;
7. Any activity outside of the designer's and/or engineer's purview.
Acceptance and use of these documents constitute agreement with the following:
1. In no case shall the liability to the designer or engineer for damages exceed the amount recived by the designer and/or engineer for professional services rendered.
2. In no case shall the designer and/or engineer be held liable for activities outside of his or her's purview.
P�
r_i
r4
0
cC
Q
N
a
w
N
N
Z
W
w
cc
cC
w
Q
1 1
..
`J
o l%,
Z
N
Q
01C
Z
�c
aC
LL
Ln
N
U
O
U
_0 r-
p000
ON
Q0I
�r-00
O N
O U 00
a)zl
iE
3: t_
N N
[Ift
N it
•
r 4J V
.r
SEAL
9810 J

GENERAL NOTES: ES: (NOTES 16-19, & 21 APPLICABLE ONLY TO SURFACE SYSTEMS
1, ALL INSTALLATION AND CONSTRUCTION TECHNIQUES SHALL CONFORM TO ALL STATE DEPARTMENT
OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF WATER QUALITY" REGULATIONS, COUNTY
CODES, AND STATE BOARD OF HEALTH SEWAGE HANDLING AND DISPOSAL REGULATIONS, PERTAINING
TO ONSITE SEWAGE SYSTEMS AND THE PERMIT FOR THE SITE.
2. THE INSTALLATION OF THIS SYSTEM SHALL BE IN ACCORDANCE WITH SPECIFICATIONS AND
PROCEDURES AS SUPPLIED BY THE MANUFACTURER OF THE EQUIPMENT.
3. ALL PVC PIPE AND FITTINGS SHALT_ BE SCHEDULE 40, TYPE 1, RATED FOR PRESSURE
APPLICATIONS. ALL GLUED JOINTS SHALL BE CLEANED AND PRIMED WITH PURPLE (DYED) PVC.
PRIMER PRIOR TO GLUING,
4. ALL CUTTING OF PVC PIPE, FLEXIBLE PVC, AND DRIPPER TUBING SHALL BE ACCOMPLISHED NTH
PIPE CUTTERS APPROVED BY THE MANUFACTURER. NO SAWING OF PVC OR DRIPPER TUBING WILL BE
ALLOWED.
5. ALL PVC PIPE, FLEXIBLE PVC, .AND DRIPPER TUBING IN THE WORK AREA SHALL HAVE THE ENDS
COVERED WITH DUCT TAPE TO PREVENT CONSTRUCTION DEBRIS FROM ENTERING THE PIPE. PRIOR TO
GLUING, ALL JOINTS SHALL BE INSPECTED FOR, AND CLEARED OF, AND CONSTRUCTION DEBRIS.
6. NO WET WEATHER INSTALLATION WILL BE ALLOWED.
7, LtL_AaTl,"Ty SOH' AI_L rADSE PL ACE ON THE DRAIN FIELD AREA OTHER THAN THE MINIMUM
REQUIRED TO iNSTAL,L THE SYSTEM- DO NOT PARK EQUIPMENT, DRIVE LARGE EQUIPMENT OVER, OR
STORE MATERIALS ON THE DRAIN FIELD SITE.
8. HORIZONTAL SPACING BETWEEN DRIPPER LINES SHALL BE AS SPECIFIED OR SHOWN. DRIPPER
LINES SHALL BE PLACED ON CONTOUR
9. PRIOR TO STARTUP OF THE DRIP DISPOSAL SYSTEM, THE AIR RELEASE VALVES SHALL BE
REMOVED AND EACH ZONE IN THE SYSTEM SHALL BE FLUSHED AS FOLLOWS: A.) USING AN
APPROPRIATE LENGTH OF FLEXIBLE PVC PIPE WITH A MALE FITTING ATTACHED TO THE AIR RELEASE
CONNECTION TO DIRECT THE FLUSHING 'HATER AWAY FROM THE CONSTRUCTION AREA; B) FLUSH THE
ZONE 'MTH A VOLUME OF WATER (CLEAN WATER TO BE PROVIDED BY THE CONTRACTOR) EQUAL TO
1.5 TIMES THE VOLUME OF THE PIPES FROM THE CENTRAL UNIT TO THE AIR RELEASE VALVE; C)
REPEAT THIS PROCEDURE FOR EACH ZONE (THE FLUSHING OF THE SYSTEM IS ACCOMPLISHED BY
MANUAL OVERRIDE OF THE CONTROL PANEL BY THE MANUFACTURER OR ENGINEER).
ITEM
SEPTIC TANKS
PUMP TANKS
EQUIPMENT & CONTROLS
FORCE MAINS &
SUPPLY MANIFOLDS
FIELDS
MEDIA FILTER
GENERAL NOTES:
MAINTENANCE -SCHEDULE
FREQUENCY
TASK
SEEDING SPECIFICATIONS _
_
APPLIES TO ALL DISTURBED AREAS OUTSIDE DRIPPER FIELD
3 - 4 MONTHS
CHECK SOLIDS ACCUMULATION,
IN/EXFILTRATiON, BAFFLE DAMAGE,
BLOCKAGES. CHECK THE FILTER.
SLUMNG MXTURE
3 - 5 YEARS
PUMP SEPTAGE IF REQUIRED
SPECIES RATE (LB/ ACRE)
3 - 4 MONTHS
CH ECK SOLIDS ACCUMULATION,
TALL FESCUE 10
SERICEA LESPEDEZA 30
PUMP OUT SOLIDS IF REQUIRED.
KME LE PEDE[4 10
CHECK IN/EXFILTRATION, CHECK
PFUSACOLA DAHIAGRA55 50
FOR PROPERLY OPERATING FLOATS.
CHECK HIGH WATER ALARM
SEEDING NOTES
1. AFTER SEPTEMBER 1 USE UNSCARIFIED SERICEA SEED.
3 - 4 MONTHS
CHECK FLOAT CONTROLS & ALARMS,
^. 'WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40
FOLLOW MANUFACTURER'S SERVICE
LB/ ACRE.
3. OVER -SEED 50 LB/ACRE OF TALL FESCUE EACH FALL, UNTIL WELL ESTABLISHED.
REQUIRDAENTS.
6 MONTHS
CHECK FOR LEAKS & RE -MEASURE
FOR
NURSE PLANTS
BETWEEN aPRIL 15 AND AUGUST 15, ADD 10 LB/ACRE GERMAN MIL 1 OR 15 LB ACRE
FLOW IF NECESSARY. CHECK
SUNDANGRASS PRIOR TO 1,(AY 1 OR AFTER AUGUST 15, ADD 40 LBL%ACRE RYE ( RAIN),
EXPOSED PIPE,
FALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVERSEEDING OF
KOBE LESPEDEZAS OVER THE FALL SEEDED TALI_ FESCUE 15 VERY EFFECTIVE. USE
3 - 4 MONTHS
CONTROL VEGETATIVE GROWTH FOR
UNHULLED BERMUDAGRASS SEED IN FALL,
PROPER INSPECTIONS. CHECK FOR
SOIL .AMENDMENTS
EROSION, PONDING OF WATER,
APPLY LIME AND FERTILIZER ACCORDING TO TESTS, OR APPLY 4.000 LB/ACRE GROUND
SURFACING OF EFFLUENT.
AGRiC1.10-URE LIMESTONE AND F,000 LB/ACRE 10-10-10 FERTILIZER.
6 MONTHS
MEASURE FLOW BY TIMING DRAW
MIJLCII.
APPLY aG LE GRAIN Ti SUITABLE
HASP
STRAWNULCH;
DOWN IN THE PROCESSING TANK._
(ACRE
WITH L ROMN
F{ULC711f+1G MATERIAL. ANCHOR fdUi.Cif Bti TACKIkG WITH ASPHALT, R4viNG. OR NETTING.
M OR 'r TACKING
CHECK FOR PONDING/CLOGGING.
NETPNG r5 'I1iE PREFERR0 ANCHCIRING METHuD ON STEEP SLOPES.
12 MONTHS
SAMPLE DISCHARGE WASTEWATER.
MAINTENANCE
REFERIlLIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED
DRAW LABORATORY SAMPLES AND
ONCE OR TWICE A YEAR, BUT MOWING IS NOT NECESSARY. RESEED, FERTILIZE AND
REPORT TO AGENCIES.
PLILCH DAMAGED AREAS IMMEDIATELY,
GENERAL NOTES:
10. IF EXISTING SEPTIC TANKS ARE USED, THEY SHALL BE PUMPED OUT BY A COMMERCIAL SEPTIC I. HOUSING AND OTHER STRUCTURES AS MIGHT BE SHOWN ON THESE PLANS ARE BASED UPON
TANK CLEANER. AFTER THE TANK IS EMPTIED, IT SHALL BE RINSED, PUMPED, AND REFILLED WITH
CLEAN WATER, DEBRIS IN THE SEPTIC TANK MUST BE KEPT TO A MINIMUM AS IT COULD CLOG THE INFORMATION AVAILABLE. LOCATION OF DWELLING AND STRUCTURES ARE SUBJECT TO CHANGE
DISK FILTERS DURING STARTUP. DISK FILTERS ARE NOT BACK -FLUSHED ©USING STARTUP AND ANY DURING CONSTRUCTION. PUMPS, HEAD LOSS CALCULATIONS, ETC. MAY NEED TO BE RE-EVALUATED
CLOGGING COULD CAUSE INCORRECT FLOW RATE READINGS FOR THE CONTROLLER. IF UTILIZED, IF ALTERATIONS TO SUCH LOCATIONS ARE REQUIRED.
SEPTIC TANKS MUST BE WATERTIGHT-
11. A LEAKAGE TEST SHALL BE PERFORMED ON THE SEPTIC AND DOSING TANKS TO INSURE THAT 2. LAYOUT OF THE APPLICATION AREA IS BASED ON FIELD DELINEATION OF SOILS AREA PERFORMED
ANY INFILTRATION/EXFILTRATION OCCURS AT A RATE THAT DOES NOT RESULT IN GREATER THAN Y2" BY SOIL & ENVIRONMENTAL CONSULTANTS, P.A. ANY CHANGE IN LAYOUT, BY THE SYSTEM INSTALLER,
DROP IN WATER LEVEL IN A 24-HOUR PERIOD. OUTSIDE OF THIS AREA WILL NEED TO BE APPROVED BY THE SOILS CONSULTANT AND THE ENGINEER.
12. IF TREES ARE TO BE REMOVED FROM SITE, CUT STUMPS FLUSH WITH GROUND. REMOVE
CUTTINGS BY HAND.
13. THE CONTRACTOR SHALL BE CERTIFIED TO INSTALL THIS TYPE OF SYSTEM BY THE
MANUFACTURER AND SHALL_ HOLD A PRE -CONSTRUCTION MEETING WITH THE INDIVIDUALS
RESPONSIBLE FOR THE SOIL EVALUATION, PERIr(FTTING AND INSPECTIONS, PRIOR TO SITE WORK
BEGINNING, TO INSURE PROTECTION OF THE SITE CONDITIONS AND TO INSURE THAT SYSTEM IS
INSTALLED ACCORDING TO THE DESIGN.
14. IF SITE CONDITIONS ARE DETERMINED TO REQUIRE THE INSTALLATION OF THE SYSTEM TO
DEVIATE FROM TIME PLANS, ALL SITE WORK SHALL STOP IMMEDIATELY AND THE DEStGNZR SHALL BE
NOTIFIED, ANY ONGOING WORK SHALL 13E AT THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
15, OPERATION AND MAINTENANCE MANUAL IS TO BE PROVIDED AT JOB COMPLETION BY THE
MANUFACTURER OR PRODUCT SUPPLIER.
16. A 50' BUFFER SHALL BE MAINTAINED BETWEEN THE DRIP IRRIGATION SITES AND THE PROPERTY
LINES.
17. A 100' BUFFER SHALL BE MAINTAINED BETWEEN THE WASTEWATER SYSTEM (WETTED AREA,
LINES, AND TREATMENT UNITS) AND ANY POTABLE DRINKING WATER WELLS.
18. A TWO -STRAND WIRE FENCE SHALT_ BE INSTALLED AROUND THE PERIMETER OF THE DRIP FIELD.
19. A 100' BUFFER SHALL BE MAINTAINED BETWEEN THE WASTEWATER SYSTEM WETTED AREA AND
RESIDENCES UNDER SEPARATE OWNERSHIP.
20 THE .AUDIO AND VISUAL HIGH WATER ALARMS SHALL BE EXTERNAL TO .AN1' STRUCTURE.
21. A RAIN SENSOR (MINI -["LICK ii E3'r HUNTER INDUSTRIE5, INC., RAIN -CHECK 13)' RAiN81RD. OR
EQUAL) SHALL BE INSTALLED NEAR THE APPLICATION AREA AND SHALL BE VARIED INTO THE SYSTEM
CONTROL IN ACCC)RDANL'E WITH MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH
LOCAL ELECTRICAL COED REQUIREMENTS.
22, THE OUTDOOR CONTROL PANEL SHALL BE RATED NEMA 4X.
23. ALARMED FILTER SYSTEM IS OPTIONAL; HOWEVER, IF SELECTED, IT SHALL BE WIRED INTO THE
CONTROL PANEL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE
WITH LOCAL ELECTRICAL CODE REQUIREMENTS.
24. DEPRESSIONS AND IRREGULARITIES IN THE APPLICATION AREA SHALL BE BRIDGED DURING
CONS FRUCTION NTH SECTIONS OF SOLID LINE. THE POR11ONS OF SOLID LINE SHALL BE BURIED TO
PROTECT AGAINST FREEZING.
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 EXFILTRATION 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.
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 PUMP TANKS. IF A SPLICE MUST BE MADE, IT
SHALL OCCUR MADE ABOVE GRADE IN A NEMA 4X JUNCTION BOX,
WITH ALL CABLE CLEARLY LABELED.
I O.ALARMS SHALL BE AUDIBLE AND VISIBLE.
V)
Lu
F_
O
Z
z
O
F_
U_
LL
V
Lu
-
V)
v V)
w
d
m
N
N 00
u1 O
Q Z OD
Nv
A
V
N J
Z 2
U
LLJ
Q H
N Q �
O Y
a U
Z Z ug
Lu ED
Lu Z Z
W < O
Q LL
N �
LLII
X
LI7 E
H� 2 U
°� o
d 0
o 00 0
•,-I O N
(c)I
�Lu
W �N�
00
Z0
�_c
U N �
��,•',� GA21qI/V.
Q
: SEAL r I
9810
'yL�lir�
i
R.
25, ALL SURFACE WATER SHALL BE DIVERTED FROM TANKS, RISERS, CONTAINERS, ETC., TO
PREVENT CONTAMINATION, EROSION, AND/OR MALFUNCTION_