WQ0044545_More Information (Received)_20231113

JO]H[N R. Hl R AN, P.E.
PROFESSIONAL CONSULTING ENGINEER
2112 White Oak Road..... Raleigh, North Carolina.....27608
[e-mail]
October 15, 2023
Mr. Cord Anthony, Jr., Engineer I
NCDENR-Non Discharge Unit; Engineering & Permits
512 N Salisbury St.
Raleigh, NC 27601
Re: Response to DWR Comment Letter of 09/18/23
WQ0044545-SFR Wastewater Irrigation System -Wake County, NC
Lot 8-Bartley Point Subdivision -Wake County
Dear Mr. Anthony:
This purpose of this correspondence is to offer reply to your comments/additional information requested
in your letter of September 18, 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:"... Sections V.4 and V.18 of Form: SFRWWIS 06-16 have not been filled out. Please
ensure that all relevant forms have been filled in."
Response: Application Form has been amended accordingly.
2. Comment: "Per 15A NCAC 02T .0106(b), a permit application shall be signed by a principle
executive officer of at least the level of vice president, or their authorized representative. According
to the Secretary of State website, James Scott Jones is a managing member of Princess Holdings,
LLC. The application, however, lists Steve Jones as the signature authority and the application has
been signed by Scott Jones "
Response: A typographical error was made on the original submitted application misstating Mr.
Jones first name. Scott Jones is the designated authorized person who has signed the Application.
The typographical error has been corrected.
Item "D" Property Ownership Documentation:
1. Comment: "According to the most current version of the Wake County GIS, parcels have not
been subdivided for individual housing lots. Also of note is the fact that setback waivers for
specific lots have already been recorded with the register of deeds. Generally, this would
require specific parcel numbers to occur. Have individual parcel numbers been issued for
each lot? Please note that, if parcel numbers have not been issued for each lot, this permit
will be issued as construction only.. "
Response: Individual parcel numbers have not yet been issued for the lots by Wake County. The
Permits should be issued as for construction only.
Item "E" Soil Evaluation: Responses to DEQ Review Comments will be addressed by Piedmont
Environmental Associates, P.A, submitted herewith under separate cover.

Item "F" Engineering Plans:
1. Comment: "Per 15A NCAC 02T. 0606(a), the setback for surface water diversions in relation
to drip irrigation sites is 25 feet. This measurement is to be taken at the edge of the wetted area.
The current setback measurement for the designed drainage swale appears to have been taken
from the center of the feature. Please double check all relevant setbacks and ensure that no
irrigation area is being constructed within 25 feet of the edge of the swale. "
Response: A notation has been added indicating that the application areas are to be a
minimum of 25' from the top of swale.
2. 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. " "Additionally, the supply line diameter and return line diameter on page
4 of the engineering plans do not match those found on page 3 of the engineering plans. The field
plan also does not seem to depict the 4 " service line for from the facility. "
Response: The plans have been corrected in accordance with the comments.
3 Comment: "Per Form: SFRWWIS 06-16, engineering plans shall include the locations within
the irrigation system of air releases, drains, control valves, and the highest irrigation
nozzle%mitter. Please update the proposed engineering plans to include these details.
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. The highest emitter elevation is shown on Sheet 3. Other miscellaneous zone
control valves, meters, etc. are illustrated on Sheet 7.
Item "G" & "H" No Comments Provided, No Response needed.
Item "I" Site Map:
1. Comment: "Per 15A NCAC 02T.0604(d)(2), a.delineation of'the review and compliance
boundaries shall be provided. The compliance and review boundaries have not been drawn on
the site map. Please update the site map to include these boundaries. "
Response: Notations for the establishment of Compliance and Review Boundaries have been
added to the Site Plans Sheet 2 in accordance with the Comment.
Item "J" Operation & Maintenance Plan:
1. Comment: "No Operation & Maintenance Plan has been provided. Please provide an
Operation & Maintenance Plan pursuant to 15A NCAC 02T .0604(l). "
Response: The Operation & Maintenance Schedule is illustrated and featured in the Plans on
the top -middle of Sheet 7 of 7.
Item "K" Additional Documentation:
- Floodway Regulation Compliance: Comment: "The geography of the area of
development is complex. It is difficult to discern the proximity of fields and other
structures to the 100 year floodplain. Please provide an overlay of the floodplain to
ensure that no infringement is occurring. "
Response: No portion of any of the lots in this development are affected by the 100
year Flood Elevation (232.0) per FRIS mapping of Panel 0606 Wake County.
Therefore , no fields or other structures are affected by the 100-year floodplain, and no
infringement is occurring.
- Operational Agreement: Comment: "Per 15A NCAC 02T .0604(h), a notarized
Operation and Maintenance Agreement shall be provided. The Operation and
Maintenance Agreement provided, however, was recorded on a previous version of our
form. Please provide a copy of the agreement on the newest form version with an up-
to-date permit number".
Project Dumber: 10//01/23 Page 2 of 3

Response_ The new Operational Agreement is attached, signed by the Permitee. I can
vouch that this form has been signed by the Permitee, but there doesn't seem to be a
Notary Certification on the new form.
- Threatened or Endangered Aquatic Species: Comment: "According to the NC
Department of Natural and Cultural Resources report, an endangered species has been
identified in the area. Please contact the U.S. Fish and Wildlife Service for further
guidance. "
Response: An evaluation of the subject project area and a written response from the
US Fish & Wildlife Service was received with only the "Cape Fear Shiner" on the
endangered fish list. Their full report is available upon request. That particular fish does
not appear in the report provided by NHP. Since this project is not expected to impact any
waterways, it can be safely assumed that no aquatic species to 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,
(704le. Ma -MI OW
John R. Harman, PE
Consulting Engineer (NC PE #9810)
Attachments: Soils Consultants Comment Reponses
Revised Plans, Signed & Sealed
Revised Application & New O&M Agreement Form
Project Number: I OHOI123 Page 3 of 3

4:0 PIEDMONT
ENVIRONMENTAL
ASSOC I A T E S, P. A.
October 31, 2023
Mr. Cord Anthony, Jr., Engineer I
NCDENR-Non Discharge Unit; Engineering & Permits
512 N Salisbury St.
Raleigh, NC 27601
Re: Response to DWR Comment Letter of 09/18/23
WQ0044545-SFR Wastewater Irrigation System -Wake County, NC
Lot 8-Bartley Point Subdivision -Wake County
Mr. Anthony:
The purpose of this correspondence is to offer reply to your comments/additional
information requested in your letter of September 18, 2023. Responses below will be
given in the order of the items listed in your letter. The comments included in your letter
which pertain to aspects of the Soil Evaluation are as follows:
E. Soil Evaluation:
1. A 7.2% drainage coefficient is being proposed. How has this drainage
coefficient been determined? Additionally, there is a large variance in
drainage coefficient between this site and surrounding lots despite very
close proximity and similar soil types. Please explain the reasoning for this
variance.
The Sin le -Family Residence Wastewater Irrigation System Loading Rate
Calculation Policy discusses the establishment of SFR Loading Rate Groups.
It states "The determination of the SFR Loading Rate Group shall be based
upon Ksat data from site -specific measurements from the most restrictive
horizon — To determine which SFR Loading Rate Group the waster
irrigation area should be assigned to, find the geometric mean Ksat data
from the most limiting horizon in the following table:"
216 S. Swing Rd., Suite 1 Y.Greensboro, NC 27409 Y. 336-662-5487

SFR Loading Rate Table
Maximum
Geometric
Annual
Mean
SFR
Loading
Loading Rate
Ksat 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
Per this approach, the soils fall under SFR-A (geometric mean Ksat
value of 0.061 in/hr) and could be loaded at a maximum rate of 50.0
inches/year.
The Single-Familv Residence Wastewater Irrip-ation System Loadin
Rate Calculation Policy goes on to state in Section D, Soil Drainage:
"The soil drainage value used in the calculation shall be the geometric
mean of the Ksat from site -specific measurements in the most
restrictive horizon multiplied by a drainage coefficient (reduction
factor). Values for this drainage coefficient shall not exceed 1.0
(100%). Considerations for the drainage coefficient shall include
reliability and consistency of Ksat data, depth to seasonal high water
table (apparent or perched), depth to the restrictive horizon, slope,
landscape position, inclusions of minor amounts of more limiting soils,
etc. The soil scientist sealing the report shall provide a discussion of
considerations in determining the drainage coefficient selected for the
individual system."
From the above discussion, it is our interpretation that a drainage
coefficient of 7.2% is permissible if the professional sealing the report
provides a discussion for consideration of this rate. Even though we
had the data and rationale based on the above discussion to load this
area much higher (up to 50"/yr), we chose 7.2% in this case to keep
the annual hydraulic loading rate in line with what the soil scientist
and design engineer have learned to be appropriate for soils in this
area (around 19-20" annually).
2. Per 15A NCAC 02T .0604(b)(2), Ksat values are to be based upon the
most restrictive horizon. The soils report, however, states that the Ksat has

been measured in the "least restrictive horizon". Please clarify and or
update the soils report.
This typographical error has been corrected in the revised report, and now
reads "most restrictive horizon".
3. No soil delineated map has been included. Per 15A NCAC 02T
.0604(b)(3), a soil delineated map shall be included within the soil
evaluation. Please provide this documentation.
The legend in Attachment 1, SFR Soils Map has been updated to include the
delineated map unit
4. Application form SFRWWIS 06-16 requires all soil boring logs to be
provided within the soil evaluation. Please provide the soil boring logs for
each boring that was performed.
Soil boring logs appear in the soil scientist report in Table 1 and were
included in the first submittal of this report. This boring log locations are
also shown on the attached map. Additional soil characteristics are shown
with the detailed soil profile descriptions collected at each Ksat location
(Attachment 2 of the report).
5. According to the summary table for the soil borings, multiple
measurements of the seasonal highwater table were found to be less than
18" from the ground surface and no mention of a perched water table was
made. Per 15A NCAC 02T .06051 , a minimum of 18" of vertical
separation shall be provided. Please explain how this separation distance
will be maintained and document any required fill within the plans and
soils report.
The SHWT indicators found within these soils are considered perched water
table indicators based on the taxonomy and groundwater hydrology of this
area. Additional support for this position is provided with detailed soil
profile descriptions collected at each Ksat location (Attachment 2 of the
report) where redoximorphic indicators were not observed in the lower
portion of the soil profile. Finally, Attachment 2 has a table at the bottom of
the page that identifies water table indicators as perched, which was
included in the first submittal of this report.

If you have any further questions, please feel free to contact ([e-mail] or
336-662-5487).
Sincerely,
�n SOIL
()p He
is
1264
4eAow
G. Christopher Murray, MS
NC Licensed Soil Scientist
Piedmont Environmental Associates, PA

State of North Carolina
Department of Environmental Quality
Division of Water Resources
} 4_WW4w�'� SINGLE-FAMILY RESIDENCE WASTEWATER IRRIGATION SYSTEM
Divlslon of Water Resources OPERATION AND MAINTENANCE AGREEMENT
FORM: SFRWWIS-O&M 09-18
Permit No. WQ0044545
County: Wake
Permittee: (i.e., all deeded property owners)
The Permittee agrees to operate and maintain the single-family residence wastewater treatment and irrigation system as
follows:
1. 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 tanks, 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. (if applicable)
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 application 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 the above requirements and agree to these terms as part of the issued permit.
7q�� 7v
Signature:— Date:
Signature: Date:
Signature: Date:
Signature: 8901 Mornin Date:
All deeded property owners shall si this O eration and Maintenance Agreement
FORM: SFRWWIS-O&M 09-18 Page 1 of 1

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
Division of Water Resources
15A NCAC 02T .0600 — SINGLE-FAMILY RESIDENCE WASTEWATER IRRIGATION SYSTEMS
FORM: SFRWWIS 06-16
I. APPLICANT INFORMATION:
I. Applicant's name as appears on deed, contract or lease agreement: Princess Holdings, LLC
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership
3. Signature authority's name: Scott Jones per 15A NCAC 02T .0106 b Title: Manacer
4. Applicant's mailing address: 1430 Innovation Ave..
City: Morrisville State: NC Zip: 27560-
5. Applicant's contact information:
Telephone number: [phone] Fax number: (_) Email Address: _
II. FACILITY INFORMATION:
1. Facility name: Surface Drip Irrigation Disposal S stem For a Five Bedroom Residence-8901 Morning- Song Court -Wake Co.
NC
2. Facility status: ❑ Existing or ® Proposed
3. Facility's physical address: 9901 Morning Song Court
City: New Hill State: NC Zip: 27562- County: Wake
4. Wastewater Treatment Facility Coordinates: Latitude: 35' 35' 56" Longitude: -78' 56' 48"
Provide the following latitude and longitude coordinate determination information:
Datum: NAD83 Level of accuracy: Nearest second Method of measurement: Navi ation quality GPS
5. USGS Map Name: Cokesbury
III. CONSULTANT INFORMATION:
1. Engineer's name: John R Harman, PE License Number: NC #9810
Engineer's mailing address: 2112 White Oak Road
City: Raleigh State: NC Zip: 27608-919
Telephone number: [phone] Fax number: (_)
2. Soil Scientist's name: Christopher Murray License Number: 1284
Soil Scientist's mailing address: 216 S. Swing Rd., Suite 1
City: Greensboro State: NC Zip: 27409-
Telephone number: [phone] Fax number: (_)
Firm: Self
Email Address: 'ackharrrian53 &t mail.com
Firm: Piedmont Environmental Assoc.. PA
Email Address: ch.r'is0egiedmontsoil.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: Septic and Advanced Pretreatment via
Recirculating Media Filter, & Stora e prior to Surface Drip Application
4. Wastewater flow: 600 GPD
FORM: SFRWWIS 06-16 Page 1 of 6

IV. GENERAL REQUIREMENTS — 15A NCAC 02T .0100 (CONTINUED):
5. Using 15A NCAC 02T .01 14, explain how the total wastewater flow was determined:
Establishment Type
Flow Basis
Flow
Per Unit
Number
of Units
Flow
Single Family Residence
gal/Bedroom
120
5
600 GPD
gal/
GPD
Total
600 GPD
6. Per 15A NCAC 01T .0 105i c 1I61, if the project includes any stream or wetland crossings, what is the status of the following
applicable permits/certifications?
Permit/Certification
Date
Droved ate
Permit/Certification No.
Agency Reviewer
Submitted
A
Nationwide 12 or 404
Wetlands 401
7. What is the nearest 100-year flood plain elevation to the facility? 232 feet mean sea level. Source: FRIS.NC.GOV
Are any treatment, storage or irrigation systems located within the 100-year flood plain? ❑ Yes or ® No
If yes, has documentation of compliance with Article 21 Part 6 of Chapter 143 of the G.S. been provided? ❑ Yes or ❑ No
V. DESIGN CRITERIA AND SETBACKS — 15A NCAC 02T .0605 & .0606:
1. Provide the estimated influent and designed effluent concentrations from the engineering calculations to verify conformance
with 15A NCAC 021' .0605 b . for the following parameters:
Estimated Influent
Designed Effluent
Minimum Required
Parameter
Concentration
Concentration
Degree of Treatment
(monthIZ average)
Prior to Storage
Biochemical Oxygen Demand
350 mg/I
<10 mg/1
!!00 mg/1
(BODO
Total Suspended Solids (TSS)
350 mg/1
<10 mg/l
:!00 mg/1
Ammonia Nitrogen (NH;-N)
30 mg/1
<10 mg/1
<_15 mg/1
Fecal Coliforms
<200 per 100 ml
:L:200 colonies/100 ml
2. Per 15A NCAC 02T .06.05(e), is the effluent placed directly in contact with GA classified groundwater? ❑ Yes or ® No
If yes, have predictive calculations demonstrating such placement will not contravene GA groundwater standards been
provided? ❑ Yes or ❑ No
3. Per 15A NCAC 02T .0605 d , are any of the treatment or storage units excavated into bedrock? ❑ Yes or ® No
If yes, has a 10 millimeter synthetic liner been provided? ❑ Yes (Plan Sheet: & Specification Page: ) or ❑ No
4. In accordance with 15A NCAC 02T .0605(e), are any earthen treatment and storage facilities provided? ❑ Yes or ® No
5. In accordance with 15A NCAC 02T .0605(t), have any by-pass or overflow lines been provided? ❑ Yes or ® No
6. If any treatment, storage or irrigation systems are located within the 100-year flood plain, in accordance with 15A NCAC 02T
_0605(g.), which systems are affected and what measures being taken to protect them against flooding?
7. In accordance with 15A NCAC 02T .0605(h), has an operation and maintenance plan been submitted? ❑ Yes or ❑ No
8. In accordance with 15A NCAC 02T .0605(i), how will restricted access to the irrigation system be provided? 2-Strand Fence
Are all treatment units and control panels locked to prevent entry? ® Yes or ❑ No
9. In accordance with 15A NCAC 02T .0605W, do the designed irrigation loading rates (see Application Item VIIA.) exceed the
soil scientist recommended loading rates (see Application Item VII.3.)? ❑ Yes or ® No
10. In accordance with 15A NCAC 02T .0605(k), does the septic tank design adhere to 15A NCAC 18A .190.0? ® Yes or ❑ No
FORM: SFRWWIS 06-16 Page 2 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(ni ), has a minimum of five days of storage based on average daily flow between the
pump off float and inlet invert pipe been provided? ® Yes or ❑ No
13. In accordance with 15A NCAC 01T .0605(n), have all tanks containing pumps been provided with audible and visual alarms
that are external to any structure? ® Yes (Plan Sheet: 4 of 7 & Specification Page: ) or ❑ No
14. In accordance with I5A NCAC 02T ,06.05Lol, has a precipitation or soil moisture sensor been provided?
® Yes (Plan Sheet: 4 of 7 & Specification Page: ) or ❑ No
15. In accordance with I _SA NCAC 02T .0605(p , has a minimum of 18 inches of vertical separation between the apparent seasonal
high water table (SHWT) and the ground surface been provided? ® Yes or ❑ No
16. In accordance with 15A NCAC 02T .0605(u), 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 (I5A NCAC 92B .0200)? ® Yes or ❑ No
If no, list non -compliant setbacks:
19. Per i 5A NCAC 02T .0606, verify setback compliance by providing the minimum field observed distance (ft) from the facility's
irrigation system and treatment/storage units to each listed setback parameter (Note: Distances greater than 500 feet shall be
marked N/A):
Setback Parameter
Irrigation
System
Treatment /
Storage Unit
Any habitable residence or place of assembly under separate ownership or not to be
maintained as part of the project site
>100,
>100,
Any habitable residence or place of assembly owned by the Permittee to be maintained as
art of the project site
> 15
Any private or public water supply source
>100,
>100,
Surface waters (streams — intermittent and perennial, perennial waterbodies, and wetlands)
N/A
N/A
Groundwater lowering ditches (where the bottom of the ditch intersects the SHWT)
N/A
Subsurface groundwater lowering drainage systems
N/A
Surface water diversions (ephemeral streams, waterways, ditches)
>25'
Any well with exception of monitoring wells
>100,
>100,
Any property line
10,
50'
Top of slope of embankments or cuts of two feet or more in vertical height
25'
Any water line from a disposal system
10'
Any swimming pool
N/A
Public right of way
N/A
Nitrification field
N/A
Any building foundation or basement
>15'
20. Are any setback waivers proposed for this facility? ® Yes or ❑ No
If yes, in accordance with 15A NCAC 02T _0606(c), submit the appropriate setback waivers (FORM: NDWSW) that have
been notarized, signed by all parties involved and recorded with the County Register of Deeds. Waivers involving the
compliance boundary shall be in accordance with 15A NCAC 02L .0107.
FORM: SFRWWIS 06-16 Page 3 of 6

VI. WASTEWATER TREATMENT & STORAGE FACILITY DESIGN:
1. Type of treatment system: Septic Tank / EZ Treat
2. Provide the requested information for each treatment/storage unit and its associated mechanical equipment:
a. PRELIMINARY / PRIMARY TREATMENT (i.e., physical removal operations):
Treatment Unit
No. of
Units
Manufacturer or
Material
Dimensions (ft) /
Spacings in
Volume
( al)
Plan Sheet Specification
Reference Reference
Septic Tank
1
Shoaf PreCast
I O'x4.7'x4.6'
1500
4 of 7
Select
Select
b. SECONDARY TREATMENT (i.e., physical, biological and recirculation processes):
Treatment Unit
No. of
Units
Manufacturer or
Material
Dimensions (ft)
Volume
(gal)
Plan Sheet
Reference
Specification
Reference
EZ Treat
I
EZ-Treat 600
+/-7'x4.5'
N/A
4 of 7
Recirculation Tank
1
Shoaf PreCast
12' x6' x4. 8'
2500
4 of 7
Select
c. DISINFECTION:
Treatment Unit
No. of
Manufacturer or
Dimensions (ft)
Volume
Plan Sheet
Specification
Units
Material
(gal)
Reference
Reference
Ultraviolet
1
EZ Treat
Model UV 101
10 GPM
4 of 7
Select
d. PUMP/STORAGE TANK:
Manufacturer or
No. of
Total
Effective
Effective
Plan Sheet
Specification
Material
Units
Dimensions (ft)
Volume
Volume
Storage
Reference
Reference
(gal)
(gal)
(days)
Shoaf PreCast
1
12' x6' x6. 6'
3500
4039*
6.7
4 of 7
Calcs
*Partial Use with
Recirc Tank
e. PUMPS:
Location
No. of
Purpose
Manufacturer /
TTye
Capacity
Plan Sheet
Specification
GPM
TDH
Pumps
Reference
Reference
2500 Gal Recirc
1
Dose EZ Treat Pod
StatRite Step20
20
100'
4 of 7
3500 Field Dose
Goulds
Tank
1
Field Dosing
PUTB 1512112
16
122'
4 & 5 of 7
W
f. BLOWERS:
Location
No. of
glowers
Units Served
Manufacturer /
Type
Capacity
CFM
Plan Sheet
Reference I
Specification
Reference
g. MIXERS:
FORM: SFRWWIS 06-16 Page 4 of 6

Location
No. of
Mixers
Units Served
Manufacturer /
Tye
Power
h
Plan Sheet
Reference
Specification
i Reference
FORM: SFRWWIS 06-16 Page 5 of 6

VII. IRRIGATION SYSTEM DESIGN:
1. Are there any artificial drainage or water movement structures within 200 feet of the irrigation area? ❑ Yes or ® No
If yes, please explain if the Soil Evaluation addresses artificial structures and indicate if these structures are to be maintained
or modified:
2. What is the proposed cover crop? Existing Woodlands to Remain to the Fullest Extent Practical
3. Soil Evaluation recommendations:
Soil Series
Fields within Soil Area
Minimum Observed
Depth to SHWT
ft
Recommended
Loading Rate
in/hr)
Recommended
Loading Rate
(in/ !)
Creedmoor/Green Level
All 4
12
<0.3
19.49
4. Irrigation System Information (Note — this table may be expanded for additional fields):
Area
Dominant
Designed
Designed
Latitude
I
Longitude
Waterbody
Field
(acres)
Soil Series
Rate
Rate
(DMS)
(DMS)
Stream Index
Classification
(in/hr)
(in/yr)
No. z
1
0.42
Creedmoor/Green
0.15
19.27
35035' 56"
-780 56' 48"
18-7(3)
WS-V
Level
o r If
o r IF
O r rr
o r rr
O r IF
o r rr
o
O
o r rr
o r rr
Total
0.42
Provide the following latitude and longitude coordinate determination information:
Datum: NAD83 Level of accuracy: Nearest 10 seconds Method of measurement:
Map inteM.retation by extraction
For assistance determining the waterbody stream index number and its associated classification, instructions may be
downloaded at: htt s:, incdenr.s3.amazonaws.comrs3fs-
ubliclWatcr:'ho20 ualit ; Aq uiter",100Protect ioriLAU1 Agreements/WSCA°/i,2008-13. dF.
Spray Irrigation Design Elements
Drip Irrigation Design Elements
Nozzle wetted diameter:
ft
Emitter wetted area:
6.75 ft'-
Nozzle wetted area:
ft'
Distance between laterals:
3.31 ft
Nozzle capacity:
GPM
Distance between emitters:
2.0 ft
Nozzle manufacturer/model:
/
Emitter capacity:
0.61 GPH
Elevation of highest nozzle:
ft
Emitter manufacturer/model: i
Netafim / BioLine
Specification Reference:
Elevation of highest emitter:
261 ft
Specification Reference:
Sheet 7 of 7/Calcs
FORM: SFRWWIS 06-16 Page 6 of 6

Professional Engineer's Certification:
1 John R. Harman. -PE _ Patost that this application for
(Professional Engineer's name from Application Item III.1.)
Surfact Drip lfsiaatinn Dispc�sal_S stem_fof a_Fi_ve RedrQom Residr�nr 01 Morning Song Court-Y1�&ke C+a., h1C
(Facility name from Application Item ll. I .)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the pi ans, 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 accordancewith this application package and its itimctions, as well as all applicable regulations
and statacs. Although other professionals may have developed certain portions of this submittal packag-- inclusion of these materials
under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed design.
Note: In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000, as well as civil penalties up to $25,000 per violation. ..........
North Carolina Professional Engineer's seal, signature, and date:
d�
;Q
y'`'I'�
yy, o 4
R
Applicant's Certification per ISA NCAC 02T .0 10_6(h):
I, Scott ion M2Lar fQLprin�es_H. +n �1 C attest that this application for
(Signature Authority's name & title from Application Item I.3.)
SurFaot1 C}rio. lrriga#ion_4i;iposal SXst fora Eta MM A1lor Residence-$9.Q.1.in Gourt-kl[ak�, H�
(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 on£orc.ment action that may include civil
penalties, injunctive reiie . and/or criminal prosecution. [ will make no claim agairsst the division of Water Resources should a condition
of this permit he violated. I also understand that if all required parts of this application package are not ceunpleted and that if all required
supporting information and attachments are not included, this application package will be returned to me as incomplete. I ftarther certify
that the applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without
proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any
active compliance schedule, and do not have any overdue annual fees per 15A NCAC 02T .O 1051 c1
Note: In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any Use 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 ties up to $25,000 per violation.
Signature:
V Date:
FORM: SFRWWIS 06-16 Page 6 of 6
-c2T S

1,27723.825 AM
L
CONSTRUCTION PLANS FOR A WASTEWATER TREATMENT
0
& 0
SURFACE DRIP IRRIGATION- DISPOSAL SYSTEM
FOR A FIVE BEDROOM RESIDENCE
LOT 8; 8901 MORNING SONG COURT; WAKE COUNTY, NC
NC OmMap Parcels wdh SwQwida Standardized AnFtb t
ibn
CA"
111111121111111111
hnprJfio"r pNWNda:491B0ahced64751h87dOradNa38h25
NTS
NOTES:
I) SITE DATA WHICH INCLUDES PROPERTY BOUNDARIES, TOPO. UTILITIES, ROADS, AND OTHER SITE
FEATURES WERE OBTAINED FROM WAKE COUNTY GIS DATA AND ARE SHOWN TO DISPLAY GENERAL
SITE CONDITIONS AND ARE PRESUMED TO BE ACCURATE. LOCATIONS OF PROPOSED STRUCTURES
(HOUSES, DRIVEWAYS, AND WELLS) ARE SUBJECT TO MODIFICATION IF WITHIN THE CONTEXT OF
APPLICABLE RULES FOR SETBACKS.
2) ALL SEPTIC SYSTEM COMPONENTS TO INCLUDE TANKS, PUMPS, MANIFOLDS, AND SYSTEM
CONFIGURTION ARE APPROXIMATE AND AS SUCH NO SPECIFIC ACCURACY EITHER VERTICAL OR
HORIZONTAL IS IMPLIED. SUITABLE SOIL/DISPOSAL APPLICATION AREAS HAVE BEEN LOCATED BY
PIEDMONT ENVIRONMENTAL ASSOCIATES, P.A. (OAK RIDGE, NC) (SOIL SCIENTISTS).
3) PROPERTY AND EASEMENT BOUNDARIES SHOWN ON THIS SITE SKETCH ARE APPROXIMATE AND
ARE NOT INTENDED FOR LOCATING PROPERTY OR IDENTIFYING PROPERTY LINES , CORNERS, OR
EASEMENTS. THIS IS NOT A SURVEY.
OWNER:
Princess Holdings, LLC
c/o Scott Jones, Manager
1430 Innovation Ave.
Morrisville, NC 27560
[phone]
NC DEQ PERMIT #WQ 0044545
PRELMM MW Si MOMMION PC" - NARM" pOnrr
'M is
PWN PRDi'O$E8 TO BUBDPl117E
W.55 ACRES INTO 29 SINGLE FAMILY
HONE PARCELS WfTH AS90CIATED
PRIVATE ROADS AND STOW DRNNAGE
WATER AND SEWER WILL BE HANDLED
ON EACH INDIVIDUAL HOME LOT.
I
LOT 8
SITE DATA
OMER:
PRKFSS HOWN04 LLC
1430 IWIM11011 UE
IIWWALE NC U NO
nG417.44PI
PROWEn INFR
wiLum Q. MIAIEL a ASS=hTM PA
1150 WE LAYNAW NO WSO
rm NC 27A11
TELE. 515.4E7.5785 FAX 71LNQ.75B5
SIIANMSEMY
Im ACimm
57M AC DO 01W4 K 00217)
7➢HINN
R-ID
PROPOW use
5161E FMILY HWIs
PROPOSED N6 Lora
73
PROK30 AREA N LO7'e
1551.1U2 SF (%Oa Atl
AVEU.ME AREA w um
111.13s SF (2S9 M)
LINEAR WrAGE
OF PRVATE ROM
4.13A•IF
9A1IRM
CAPE FUR
TOTAL IF06 71B Aftµ
100.1m Oka AM. OA"
+ nMM HOMES
WME CO1NTY PIN F
w7.532457
NI17.53N11
0517-1 ms
0517.iLLIum
On7A27714
0517.512W
!VOTE: ALL LOTS SHOWN WITHIN
DEVELOPMENT ARE PRESENTLY O�
"PRINCESSS HOLDINGS, LLC." ALL
AND WASTEWATER DISPOSAL SYS'
SHOWN HEREIN ARE PROPOSED A
CONSTRUCTED.
HIS
JED BY
)USES, WELLS,
M SYSTEMS
D NOT YET
q NOTE: ALL LOTS WITHIN THE DEVELOPMENT AR
TO BE SERVED BY INDIVIDUAL WELLS & ONSITE
WASTEWATER DISPOSAL SYSTEMS. LL ROADS
WITHIN THE DEVLEOPMENT ARE PR VATE ROA S,
Y POINT
LAND OWNERS ASSOCIATION, INC."
GENERAL LOCATION MAP OF SUBDIVISION LOTS
SCALE AS NOTED BY BAR SCALE
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NOTE:
�J 1. THE SOIL V€ I LG_►9L ■ ^ LL
WITHIN DEVELOPMENT PORTS !� 0
TO REEDMOOR SERI LL ds �m Z N
► SCRIPTIONS D TI€-SOILS ; -C� " " Z RAJ
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► REPORT FOR THIS PROJECT BY----. -
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PI__DMO 1RONMENTAL RSSOCIi4TES, P.A. , � a W J
- 2-. Y OMPLIANC OuNf)A -FOR THE `" �■ , y 5
OSAL SYSTEDk REQUIRED BY 15A NCAC Z
❑ZL. 01070- ARE THE PROPERTY LINES, AND,
TFfE--RtVIEW BOUNDARY IS HALF TH€..DISTANCE 2 ,
► 1 -�.., -BETWEEN THE COMPLIANCE BOUNDARY AND!r�- • y� Z Q N
• _.- PPLfCATlON RR -EA. _ 15A % s / �°Lu
► - THE WASTEWATER A. ( tL O 2 u
-_ -" NCAC ['12�08 . ! ` cn
a
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I �+ —
2-5T AND WIRE FENCE ; - 7� Z
AlLINB APPL! ATION AREA �' , _ • `� ' L
[S DETAIL}ege-,{", \ ',t•Y �• i L —
o If 00
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■
4" SERVICE LINE -
J FROM HOUSE ' •
11 ■ I HIGHEST
� 0. � '� EMITTER= ELEV. PROPOSED�1. � �
261.0 cu I
o , 1 WELL D vio
12 �V I I 1
1 LOCATION c� • �N
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1 4" SE R ICE LINE
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(4) 1 1 /2'' _pVc- SUFLY LINES & (r
PVC RETURN- tf-I-E--(M-I--N - 3-Gfl BU
Ole
3500 GAL FIELD �00
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DOSE TANK •�
�92500 GAL ♦�
RECIRC TANK I�
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I PA14 EST P T I C/
%A N RMITTER= ELEV. PROPOSED
261.0
WEL/L.
r
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So- SCALE l" =20'
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DRIP ZONES & LATERAL INFORMATION
Run
Number
Design
Run
Lateral
Length
1
150
Z
O
N
E
2
150
300
31
150
41
150
3001
11
12
14
15
16
17
18
19
21
22
23
24
25
29 150
30 150
31 150
32 150
33 150
34 150
35 150
36 150
Total:
Area Covered:
Avg. Spc'g, ft.:
I
Z
O
N
E
2
Z
O
N
E
3
Z
O
N
E
4
60" LONG "T" POSTS
FIBERGLASS OR PAINTED STEEL
SET POSTS @ +/_ 25' SPACING
14 GA. HI -TENSILE STEEL WIRE
24" BURY
DETAIL OF FENCING REQUIRED AROUND
DISPOSAL AREA
(NOT TO ScOA
NORTH 1
I � 1
SCALE I " =20'
0 10' 0 If
2-STRAND WIRE FENCE
AROUND APPLI ATION AREA
(SEE DETALL) 1 +
1 I �
1 i
` 1 �
1
r , 1
1 j
•o 1
_ 01 1
� � 1
r �
�S a •
11-1I Y N
p `
ctQom---
Z. - OMFIIANCE-BOUNDA °
OSAL SYSTEM AS REQUIREI, LL o
XK
� d
8 �� z M
PPTI I1EM6 cB0U ► 0AR3Y IS HAI It, a
y.� THE WASTEWATER APPLICATIO co o Z
nN CACOZE.0108 Ulu. a
CL
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11/4n V LINES & Z Q cn
' NI N 3a" BUR RETURN LINE O 2 W
L v V u
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OC
4) Z z
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W ro
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N Jm
/
W 4" SERVICE LINE f •
FROM HOUSE
w
'1 00
HIGHEST •rr.-I CO�°ON
bAI
3 1 EMITTER= ELEV ` �N00
rl 261.0 wbA 0000
2�3
-I +�
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4
9810
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E-Z TREAT POD MODEL 600 1 FREE &
FIN. GRI
I�..
-1/2" A. SUPP SINE
4" D b I. RETU "' -EXISTING GRADE
LINE
SECTION THRU EZ TREAT POD
NTS
4" SERVICE LINE FROM FACILITY
10,
5/4 TREX BOARD
TYPICAL
EFFLUENT FILTER �
- 24" E-Z SET RISERS f -oh
Z
3/4"0 RECIRC o
`v
(nP)
NOTE: TWO ACCESS
RISERS SHOWN CAN
BE COMBINED TO A
SINGLE 30" DIA
Z SET BYPASS VALVE
24"0 E-Z SET RISER
WITH COVER.
20 TURBINE -PUMP
4" PVC END CAP NOTE: DO NOT
GLUE ONTO RISER PIPE DRILL 1/4"
FIN. GRADE VENT HOLE IN CAP
4" PVC RISER PIPE - EXTEND
ABOVE BOTTOM OF TANK
LID
4' FROM FILTERS
4" TO FIELD DOSING
TANK
4" PVC TEE 2 SET BYPASS VALVE
-ALL TANKS REQUIRE A
6" THICK STONE BASE
SECTION THRU RECIRC TEE
NTS
24"0 E-Z SET RISER WITH 24"0
COVER (TYP) Cn'�
OPBONAL 2' VENT 3�
C✓1FMON FLTEA IF \
4" FEO, PER LOC/L
UV UNIT com
TURBINE
DOSING
TREATED EFFLUENT LINE TO 4" SCH 40 PVC BOTTOM
CONTROL PANEL FOR EZ TREAT FLOW UV I FIELD DOSE TANK CONNECTION OF TANKS
V DRIP FILTER BACKWASH/FIELD FLUSH RETURN FROM DRIP HYDRAULIC UNIT
SEPTIC TANK RECIRC. TANK FIELD DOSE TANK
NC DHHS APPROVED 2500 GAL. PUMP TANK NC DHHS APPROVED 3500 GAL. PUMP TANK -
NC DHHS APPROVED 1500 GAL. SEPTIC TANK PT-2103 OR EQUAL PT-2105 OR EQUAL
ST-390 OR EQUAL _PLAN
NTS ALARM LIGHT
FIN.GRADE: ELEV. "A" (SEE
NOTE: FIELD
TANK ELEVATION
VERIFY PRIOR
SCHEDULE)
314" BALL VALVE
TO ORDERING
--CLEAN-OUT
'. 24"0 E-Z SET RISER
RISERS
(TYP)
WITH COVER (TYP)
-7r=n
_---_ - 314" REECIRC UNE
6" MIN., 12"
MAX. I
a 4' PV
INV. IN= WATER UNE IN TOUT=E we
INV. IN=ELEV
-EFFLUENT
FILTER
(SIZED PER
DESIGN DOSE =W.1s
FLOW)
LE wad
VE 4O0 Gi1L MIN Y
COMPARTMENT
- NOTE: POWER TO 24"0 E-Z SET RISER
I{
WITH COVER (T_YP)
THIS PANEL IS 230 VAC
30"0 E-Z SET RISER WITH COVER.
CONTROL PANEL (LOCATED
f
24"0 E-Z SET RISER WITH COVER.-7
WITHIN 10-FEET OF TANKS)
L
FIN.GRADE:
36"
MIN
FIN.GRADE: ELEV. "A"
ELEV. "A" —
UV DISINFECTION UNIT
nDOEt E8 SET UV 1
OR APPROVED EQUAL
1
pp
"S "
�Y
TTaPI
) U.V_ INV. IN=
ROSE
. F�ELEV. "D"
- _
PUTTER VALVE
4" PVC FROM BYPASS -
VALVE TO UV UNIT
EMERG. STORAGE VOL
= -1- 4039 GALS (IN BOTH TANKS)
EMERGENCYSTORAG
—®OTTOtlq
MPARTMENT&FjanESE7A1Bf:
---
Kif{•VVATER 4R
4039 GALLONS
CONNECTED TANKS
PEAK ENABLE ELEV.'"
WITH 4" SCH 40 PVC
96" C)
AND WATER IGHT
Ny ill#
DOSE ENABLE= ELEV. "I'
vIkk
T
P
FLOOR= El
.�e
ELEV. -G- WEIGHTED
MERCURY FLOAT
r
I
1/2 HP, 1 ISV, 20 GPM 6' STONE BASE
-- SEPTIC TANK DOSING EPUM
Z TREATR RECIRC. &STORAGE (OR EQUALED
1500 GALLON SEPTIC TANK POD NOT SHOWN2500 GALLON RECIRC PUMP & STORAGE TANK
STB-390 SHOAF PRECAST CONCRETE, OR EQUAL 44 GALS PER INCH
SHOAF PRECAST CONCRETE, OR EQUAL
SECTION VIEW
NTS
RISER WITH
1 1/2" SCH 40 PVC
SUPPLY LINES -7
DISPOSAL FIELD
FOR DRIP 1 114" SCH 40 PVC RETURN LINE
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
WITH ALARM
_CONDUIT FOR PUMP
FIN.GRADE.- ELEV. "A"
7
TANK ELEVATION SCHEDULE
ELEV. "A"
262.50
TO DISPOSAL
ELEV. "B"
259.00
ELEV."C"
258.80
PE
ELEV.I'D"
258.70
FLOOR= ELEV. 'K
ELEV. "E"
258.50
ELEV.'IF"
259.50
®
ELEV."G"
252.50
FIELD DOSE TANK ELEV. "H" 254.00
3500 GALLON PUMP TANK ELEV. "I" 254.33
PT-2105 +/ 47 GALS PER INCH SHOAF PRECAST CONCRETE, OR EQUAL ELEV. ,1 J" 255.33
ELEV."K" 252.50
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MODEL I I
Sinpla phase, simproa major conroclar tenlrol
Tra Nad-I 112 Wlmu baene pravitles a nluNe mains .(mntrolFnB ate 120, 20B, or 240 YAC ehgle pNae InmW In pump
�begA some Wma oml na, MV,ban an ps one It eWbans, Tar, eb—I nv i hea *f *M a ml MIC caanr tail4raar M
en, Me pump on end an. If en alarm oonali ion om an additional elan WMM activan a the-WIb,%vWual elan aYerom
1. Enclosure measures B% B% 4 inehea(2032 X 2D12 X 1016 and
Choice of NEMA 1 (steel far inden, no), or NEMA 4X I, vkktarobihzetl
M—WI.slk with an, ..ble mo 6W feel roc aubloor or indoor use)
�OWlone ealeeted may incase end.u. —end mange earn,. I
2 Magnaft Molar Oarrh anlrots pump by awikhing ekcbkal lines
]. HOA SwNch la, manual pump —1 (mounted on trait board) •-I ` �
it
4 Green Pump Run ladularLlpht (mounled on Frail bos,d) J.
S. Float S,dlch Tenlnal Slack (mounRH an d=ft board) -
B. Alan and Conical Fuava (mourned an dna it board) j
T. Alan and C,eMbI Power Indicarore (mounted an 6ra4 bov M) yl
B Ground Wq i
B. CIrouIt Breaker (optional) pnevdea pump emeannna and brand) 6-1 I­she—rrAiF9}IX
prawob..
STANDARD AIAW PACKAGE
10. Red Maim Bauer pmrdu ]SC ­1 medr of alarm Wa a©p
Nero: NErw 1 d?W Wii a daer ttcvrrlatlindlaaor 1. of - boom.. IR1M
11. Alan Npm giber fi.du wami.T e'san. eeeellon [L3 8r`. Lel
Note )NEMA 1 WyIe uN¢ee an ialemally mounled buzzer in lieu of bom
12 E%W- Minn, SeaNHarwaLyllanpe F,eaM1r WIC- ran rod Wits be
Mklad - d turn b, tre alai In e+aeele Iadntf as Men maraM 4
rase a— alwtn a—mo nao bean c-Prad
11 He, Sllenee Relay (mounled on drad board)
NOTE! o a l.n. a I.b e
f Emim eantrol eyalem (panel aM ewiIahe.j I. uL Llated b meet and)
.!..e, Mdusby safety alandards
■ Dual eatery FerOfiminn for Me Unned Stara and Canada
AV StentleM package InWeea Mrae 20 WE Sign.fM...1 mnaol
switches
ff Comptete wiM alepbyalep Mslelatlun in.lrunti.na
■ Tnree.year hmlkd wormy
IRh vs
PO Be, 1703, Oeboti Lakes, MN WSU
14B8-OIALSWE • 1-2188 1317
1-213 7461T Fee
SEE BACKSIDE FORCOMPLETE LISTING OF AVAILABLE OPTIONS.
mar: aje@*ftmbusam
SEE PRICE BOOK FOR LISTPRICE
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11D NEIM1 alum( rM fmuY m1eCvI.
sake ]E Afoelp intlutlaa/
tE Alarm peel
I
Moro tllsconrm: I.alary style rw.nled pmuBN door mn.lusca)
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[Ei CmSol I arm plea lb oa
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sakes mdarlFaO tt Man mdudeeJ
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COOL GUIDE
FLOW COLLAR {COOL GUID
The laminar flow collar shall be made of non —corrosive, glueable PVC and have
sufficient holes In the outer guide tube to assure laminar flow for the rated
copoclty. The inner flow cellar shall extend near the bottom to provide sufficlent
cooling flow for the motor. The Onenslon between the Inner collar and the
pump motor shall not restrict flow to the pump intake, but will provide for scouring
of surfaces. The laminar flow collar shall be a "Cool Guide" as manufactured
by American Manufacturing Company, Inc. Patent # 6,262,689.
"COOL GUIDE"
INSTALLATION INSTRUCTIONS
1. Measure the distance from the bottom of the tank to 6" down from the top of the riser.
Cut the extension pipe (by others) to the length necessary to reach this height. Cut 1/2
Of the pipe dawn 12 to 18" away from the top of the pipe far pump discharge pipe.
3. Glue the extension coupling (by others) to the extension pipe and to the Coal Guide.
4. For repalrs: glue on the Cool Guide flat cap and place the Cad Guide firmly In the
of the tank. Attach the extenslon to the riser, with the anchors as shown.
5. For new construction: Anchor the flat cap to the bottom of the tank In the proper location
to hold Cool Guide and extension. The cap may or may not be glued to the device. Attach
the extension to the riser with the anchors as shown.
6. Place the pipe dope on the Coal Guide adopter threads and thread them Into pump discharge.
7. Attach caollng colior to adapter with set screw provided.
8. Glue pipe into flow collar and with pump attached, lower fr)to the guide tube.
9. Attach to discharge pipe, valves, and connect electrical as spedfled-
ADAPTER
Cool Guide
COOLING COLLIER -,,,Patent
No. 6,262,689
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DRIPPER
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OWER LATERALS AFTER PUMP SHUTS OFF.
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RETURN PIPE
Patent No. 5,984,574B
John R. Harman, P.E.
Consulting Engineer
2112 White oak Road... Raleigh, NC 276o8
Tel. No. 919.818.2077
eMail: [e-mail] Jab.,
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Install insulation
for shallow systems
in freezing climates
See diagram above.
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1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO ALL NCDWR-.2T RULES, COUNTY
ENVIRONMENTAL HEALTH CODES, AND STATE BOARD OF HEALTH SEWAGE HANDLING AND DISPOSAL REGULATIONS
PERTAINING THERETO WITH REGARD TO THE PERMITTING OF THIS SITE.
2. THE INSTALLATION OF THIS SYSTEM SHALL BE IN ACCRODANCE WITH SPECIFICATONS AND GUIDANCE PROCEDURES OF
THE MANUFACTURERS OF THE EQUIPMENT OR PRODUCT.
3. ALL PVC PIPE AND FITTINGS SHALL BE SCHEDULE 40, TYPE I, RATED FOR PRESSURE APPLICATIONS. ALL GLUED JOINTS
SHALL BE CLEANED AND PRIMED WITH PURPLE (DYED) PRIMER PRIOR TO GLUING.
4. ALL CUTTING OF PVC PIPE, AND FLEXIBLE PVC PIPING OR TUBING SHALL BE ACCOMPLISHED BY PIPE CUTTERS. NO
SAWING OF PVC OR TUBING WILL BE ALLOWED.
5. NO ACTIVITY SHALL TAKE PLACE ON THE EFFLUENT APPLICATION AREA OTHER THAN THE MINIMUM REQUIRED FOR THE
INSTALLATION OF THE SYSTEM. THE INSTALLER SHALL USE ONLY EQUIPMENT OF THE APPLICATION AREA THAT WILL
PROVIDE THE LEAST SOIL DISTURBANCE AND WILL MINIMIZE GROUND CONTACT.
6. A LEAKAGE TEST SHALL BE PERFORMED ON EACH PRE -CAST CONCRETE TANK. THIS CAN EITHER ACCOMPLISHED BY A 2
MINUTE TEST WHERE A VACUUM OF 5 INCHES IS HELD FOR 2 MINUTES; OR, A HYDROSTATIC WATER LEVEL TEST
WHEREBY A DROP OF ONE-HALF INCH IS NOT EXCEEDED WITHIN A 24-HOUR PERIOD.
7. IF TREES ARE NECESSARY TO BE REMOVED FROM SITE, CUT STUMPS FLUSH WITH GROUND, REMOVE CUTTINGS BY HANC
8. A TWO STRAND WIRE FENCE SHALL BE INSTALLED SURRONDING THE EFFLUENT APPLICATION AREA.
9. ALL AUDIBLE AND VISUAL ALARMS FOR THE TREATMENT AND DISPOSAL SYSTEM SHALL BE EXTERNAL TO ANY
STRUCTURE.
10. A RAIN SENSOR (MINI-CLIK BY HUNTER INDUSTRIES) OR RAIN -CHECK (RAINBIRD IRRIGATION), OR EQUAL SHALL BE
INSTALLED AT THE FIELD DOSING CONTROL PANEL, AND SHALL BE WIRED IN WITH THE OPERATIONAL CONTROLS WHICH
CAN PREVENT THE ACTIVATION OF THE FIELD DOSING PUMP DURING EXTREME WET WEATHER CONDITIONS.
11. ALL CONTROL PANEL ENCLOSURES FOR THE WASTEWATER TREATMENT AND DOSING COMPONENTS SHALL BE NEMA 4X.
12. ALL SURFACE RUNOFF RUNOFF SHALL BE DIVERTED FROM TANKS, RISERS, ETC. TO PREVENT PONDING OR WET
CONDITIONS NEAR OR AROUND THE TREATMENT, STORAGE, AND CONTROL PANEL AREAS.
13. ALL TANK RISER LIDS SHALL BE A MINIMUM OF 6 INCHES ABOVE FINISHED GRADE. ALL RISER LIDS, AND CONTROL PANEL
ENCLOSURES, SHALL BE LOCKABLE OR SECURED IN SOME FASHION TO PREVENT UNAUTHORIZED ENTRY.
GENERAL. NOTES-.
1. TWO SEPARATE PANELS AR REQUIRED. ONE SHALL BE FOR THE PRE-
TREATMENT, AND ONE FOR THE DRIP DISPOSAL SYSTEM.
2. EACH CONTROL PANEL SHALL BE A NEMA 4X STYLE- ENCLOSURE,
AND AS FABRICATED BY THE COMPONENT SUPPLIER-
3. EACH CONTROL PANEL SHALL BE LOCATED AS CLOSE AS POSSIBLE
TO THE COMPONENT IT SERVES, MOUNTED A MINIMUM OF 36 INCHES
ABOVE GRADE, AND FASTENED SECURELY TO A POST OR BOARD.
4. THE INSTALLERS ELECTRICIAN SHALL MAKE THE INTERNAL PANEL
CONNECTIONS FOR TE CONTROL CORDS (INPUT & OUTPUT, AND
GROUNDING ROD). EACH CONTROL PANEL SHALL CONTAIN A
WIRING SCHEMATIC IDENTIFYING THE INTERNAL AND EXTERNAL
CONNECTIONS.
5. POWER CONTROL CIRCUITS TO THE PRETREATMENT CONTROL
PANEL AS WELL AS THE DRIP DISPOSAL CONTROL PANEL SHALL
REQUIRE TWO CIRCUITS, ONE FOR THE PUMP OR BLOWER: AND, ONE
FOR THE ALARM AND CONTROL CIRCUITRY.
6. A MINIMUM CONDUIT SIZE OF 1 112 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.
S. 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 L'RODUCTS,
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.
10.ALARMS SHALL BE AUDIBLE AND VISIBLE.
MAINTENANCE SCHEDULE
SEEDING EiPECIFICATIONS
_
ITEM FREQUENCY
TASK _
APPLIES TO ALL DISTURBED AREAS OUTSIDE DRIPPER FIELD
SEPTIC TANKS 3 -- 4 MONTHS
CHECK SOLIDS ACCUMULATION,
IN/EXFILTRATiON, BAFFLE DAMAGE,
BLOCKAGES. CHECK THE FILTER.
SEEVILG MIXTURF__ __
3 - 5 YEARS
PUMP SEPTA(' ,E IF REQUIRED
SPECIES RATE (LB/ACRE)
PUMP TANKS 3 - 4 MONTHS
CHECK SOLIDS ACCUMULATION,
TA
ELL FESCUE 1
" RICE.A LE5PEDEZA 30
0
PUMP OUT SOLIDS IF REQUIRED.
<OBE LESPEDEZA 10
CHECK IN/EXFILIRATION. CHECK
ETJSACDLA BAHIAGRASS 50
FOR PROPERLY OPERATING FLOATS.
CHECK HIGH WATER ALARM
EDJNG NO-FES
. AFTER SEPTEMBER 1 USE UNSCARIFIE:D SERICEA SEED.
EQUIPMENT & CONTROLS 3 - 4 MONTHS
CHECK FLOAT CONTROLS & ALARMS,
2. WERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40
FOLI OW MANUFACTURER'S SERVICE
/ ACRE -
REQUIREMENTS.
?• OVER -SEED 50 LB/ACRE OF 1ALL FESCUE EACH FALL, UNTIL WELL ESTABLISHED.
FORCE MAINS & 6 MONTHS
CHECK FOR LEAKS & RE -MEASURE
URSE PLANTS
SUPPLY MANIFOLDS
FLOW IF NECESSARY. CHECK FOR
ETWEEN .APRIL 15 AND AUGUST 15. ADD 10 LB/ACRE GERMAN MILLET. OR 15 LB ACRE
UNDANGRA5S. PRIOR TO MAY 1 OR AFTER AUGUST 15. ADD 40 LS/AGRE RYE (GRAIN).
EXPOSED PIPE.
ALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS, OVERSEEDING OF
OBE LESPEUEZAS Oy ER ME FALL SEEDED TALL FESCUE IS VERY EFFECTIVE. USE
FIELDS 3 - 4 MONTHS
CONTROL VEGETATIVE GROWTH FOR
INHULLED BERNUpAGRA5S SEED IN FAIL.
PROPER INSPECTIONS. CHECK FOR
SOIL AMENDMENTS
EROSION, PONDING OF WATER,
APPLY LINF AND FERTILIZER ACCORDING TO TESTS, OR APPLY 4,000 LB/ACRE GROUND
SURFACING OF EFFLUENT,
ACRICULTURE LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER_
MEDIA FILTER 6 MONTHS
MEASURE FLOW BY TIMING DRAW
vIULCH
APPLY 4,000 LB/ACRE GRAIN STRAW, OR EQUIVALENT COVER OF ANOTHER SUITABLE
DOWN IN THE PROCESSING TANK.
MULCHING MATERIAL, ANCHOR MULCH BY TACKING WITH ASPHALT, ROb1NG OR NETTING.
CHECK FOR PONDING/CLOGGING.
JETTING IS THE PREFERRO ANCHORING METHOD ON STEEP SLOPES.
12 MONTHS
SAMPLE DISCHARGE WASTEWATER.
AkNTF.NANCE
EFERtIuZE IN THE SECOND YEAR: UNLFS5 GROWTH IS FULLY ADEQUATE. MAY BE MOWED
DRAW LABORATORY SAMPLES AND
NCE OR TWICE .A 1'E4R, BUT MOIING IS NOT NECESSAR L RESEED, FERTILIZE AND
REPORT TO A0F.NCIES-
dULCH DAMAGED AREA'S 04MEDIATFLY.
GENERAL NOTES:
I. HOUSING AND OTHER STRUCTURES AS MIGHT BE SHOWN ON THESE PLANS ARE BASED UPON
INFORMATION AVAILABLE. LOCATION OF DWELLING AND STRUCTURES ARE SUBJECT TO CHANGE
DURING CONSTRUCTION. PUMPS, HEAD LOSS CALCULATIONS, ETC. MAY NEED TO BE RE-EVALUATED
IF ALTERATIONS TO SUCH LOCATIONS ARE REQUIRED.
2. LAYOUT OF THE APPLICATION AREA IS BASED ON FIELD DELINEATION OF SOILS AREA PERFORMED
BY PIEDMONT ENVIRONMENTAL ASSOCIATES, P.A. ANY CHANGE IN LAYOUT, BY THE SYSTEM
INSTALLER, OUTSIDE OF THIS AREA WILL NEED TO BE APPROVED BY THE SOILS CONSULTANT AND THE
ENGINEER. CLEARING OF VEGETATION & TRESS LESS THAN 2" DIAMETER IS PERMITTED.
3. THERE ARE NO KNOWN EXISTING WELLS, BUILDINGS, OR STRUCTURES WITHIN THE REQUIRED
BUFFERS.
4. THERE ARE NO AREAS WITH THE APPLICATION AREA THAT ARE WITHIN THE 100 YEAR
FLOODPLAIN.
5. 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 EXHLTRATION 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.
❑i
Normally Open
Supply Vdvea
Baekflush Valves
1 A' Supply From
Pump Tank
AMERICAN MFG. COMPANY
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4:0 PIEDMONT
ENVIRONMENTAL
ASSOC I A T E S, P. A.
6/20/23
Bartley Point, LLC
c/o: Mr. Pat O'Neal
1430 Innovation Ave.
Morrisville, NC 27560
Project Number: 3618
Soils Report for Proposed Residential Surface Drip Wastewater Irrigation System
Project Name: Bartley Point, Lot 8
Location: Off of Bartley Holleman Rd., Wake County, NC (PIN: 0617538361)
A detailed soil evaluation on the above referenced tract was conducted to determine
suitability for a subsurface or surface wastewater system. This report is being prepared to
satisfy the requirements set forth by 15A NCAC 02T.0600 concerning the soils report for
single family surface wastewater systems since this property does not contain enough
suitable soils to support a 5-bedroom subsurface septic system. The location and
characteristics of a site that is potentially useable for a surface drip irrigation wastewater
system was identified. This report details our findings and provides the necessary
soil/site information needed for a surface irrigation system to be designed by a
professional engineer. This fieldwork was completed in Winter, 2023.
The potentially useable soil area was located in the field and is shown on the
accompanying soils map (Attachment 1). The proposed disposal area is compliant with
buffers for surface wastewater systems. The map also shows the locations where
measurements of saturated hydraulic conductivity (Ksat) were performed.
This site is located in the Triassic Basin geologic unit of Wake County. Soils in the
proposed irrigation area are generally similar to the Creedmoor/Green Level complex.
These soils have expansive clay mineralogy and may have indications of soil wetness
present in the subsurface horizons. The Creedmoor/Green Level complex soils are
generally unsuitable for conventional subsurface septic systems. However, the favorable
soil characteristics of the surface horizons offer the opportunity for surface application of
treated wastewater.
Soil Evaluation
The soil condition of the proposed wastewater area is described with the borings shown
on the attached soils map and described in Table 1 below, as well as in the accompanying
Ksat location soil profile descriptions (Attachment 2).
216 S. Swing Rd., Suite 1 • Greensboro, NC 27409 • 336-662-5487

Table 1. - Bartley Point Lot 8 - Soil Boring Logs
Boring #: Depth to Exp. Clay (") Depth to SHWT n
8-1
15
16
8-2
12
12
8-3
13
13
8-4
15
20
8-5
16
18
The landscape position for the proposed irrigation field is on a broad side slope (5-7%
maximum) with a sandy loam A/AB horizon. We recommend a maximum instantaneous
irrigation rate of 0.3 in/hr for design purposes.
Saturated Hydraulic Conductivity (Ksat) Analysis
The constant head well permeameter technique (also known as shallow well pump -in
technique and borehole permeameter method) was utilized to complete the ksat tests.
This procedure is described in Methods of Soil Analysis, Part 1., Chapter 29 — Hydraulic
Conductivity of Saturated Soils: Field Methods, 29 — 3.2 Shallow Well Pump In Method,
pp. 758-763 and in the Soil Science Society of America Journal, Vol. 53, no. 5, Sept. —
Oct. 1989, "A Constant -head Permeameter for Measuring Saturated Hydraulic
Conductivity of the Vadose Zone" and "Comparison of the Glover Solution with the
Simultaneous — Equations Approach for Measuring Hydraulic Conductivity." A volume
of water was applied and measured with time until a steady state of water flow was
achieved. This volume/time with steady state was used to calculate the saturated
hydraulic conductivity of the subsoil by the Glover equation.
Measurements of saturated hydraulic conductivity (Ksat) were conducted within the Bt
horizon at three sites within the proposed wetted area. The Bt was the only soil horizon
measured since it was obviously the most restrictive horizon. This determination was
made based on the expansive clay mineralogy present in the majority of the Bt horizons
and the fact that underlying horizons (where present) were lighter in texture.
Additionally, the soil horizons underlying the Bt were too poorly structured and/or too
thin to quantify accurately with a Ksat test.
The geometric mean Ksat of the Bt horizon was 0.072 in/hr. Geometric mean Ksat
calculations and field data are shown in Attachment 3.

Single Family Loading Rate Worksheet
A single-family water balance calculation was conducted per the above referenced
regulation. Based on the geometric mean Ksat and our field observations, these soils fall
under Loading Rate Group SFR-A and could therefore be loaded from 26-50 in/yr.
Parameters utilized in the SFR Irrigation Area Calculation Worksheet are described
below:
Potential Evapotranspiration (PET) and 80th Percentile Irrigation:
Data from a nearby site (RDU International Weather Station) for a 58 year period was
utilized in the model per NC DWQ policy guidelines for these parameters. This data is
shown in the attached SFR Irrigation Area Calculation Worksheet (Attachment 4).
Drainage Rate and Discussion of Drainage Coefficient Utilized in the SFR Irrigation
Area Worksheet:
We are proposing a drainage coefficient of 7.2%, which results in an actual Annual
Hydraulic Loading Rate of 19.49 inches/year. We feel that this is a reasonable drainage
rate given the surface texture and thickness of the A horizon, as well as the landscape
position of the proposed spray field (broad side slope).
Standard Fertility Analysis
Soils within the proposed spray area were also analyzed for current fertility conditions.
Because of similar landscape type and management conditions, one composite sample
was used to infer soil fertility status within the proposed dispersal area. The standard soil
fertility analysis was completed by Waypoint Analytical Laboratories, Inc. Soil sample
results are included in "Soil Analysis Report" provided by Waypoint Analytical
(Attachment 5). Base saturation and exchangeable sodium percentage were determined
to be 52% and 4.81% respectively. Appendix 5 also contains information on other soil
parameters such as specific nutrient indices and pH.
Conclusions
Site disturbance could create unsuitable conditions for the proposed system and should
therefore be minimized prior to construction. A permanent vegetative cover should be
immediately established and/or maintained over the entire application field after
installation.
An individual septic system permit will be required for this property prior to obtaining a
building permit. This will involve a detailed evaluation by the state to determine, among
other things, system size and layout, drive/parking and building location. Only after
developing this information can a final determination be made concerning specifics of
system design and site utilization. A letter of denial regarding subsurface septic systems

from the county health department will also be required by NC DEQ as part of the
application for a surface application system
If you have any further questions, please feel free to call [phone].
Sincerely,
G. Christopher Murray, MS
NC Licensed Soil Scientist
Piedmont Environmental Associates, PA
List of Attachments:
Attachment 1 - Soil Map
Attachment 2 — Soil Profile Descriptions
Attachment 3 - Ksat Summary and Field Data
Attachment 4 - SFR Irrigation Area Workbook Pages (Including Project Information,
Potential Evapotranspiration Worksheet, 801h Percentile Precipitation Worksheet and
Irrigation Area Calculation Worksheet)
Attachment 5 - Standard Fertility Analysis

Attachment 2 - Soil Profile Descriptions at Ksat Locations
Project: Bartley Point Lot 8
% Slope: 6%
Site: Ksat Nest 1
Vegetation: Mixed Pine/Hardwoods
Conducted By: GC Murray
Date: Winter, 2023
Soil Series: Creedmoor/Green Level
Complex
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moist
sl
mod
med
gr
fr
ns
np
Bt
6-26
10YR 6/6
1OYR 6/1, 2.5YR 5/8
com
med
C&D
moist
c
mod
med
abk
vfi
vs
p
BC
27-32
10YR 6/4
1OYR 6/1, 2.5YR 5/8
com
med
C&D
moist
cl
wk
med
sbk
fi
s
p
C
33-36
1 OR 6/4
-
-
-
-
-
-
structureless
-
-
-
R
37
-
-
-
-
-
-
-
- - I -
-
I -
-
Legend:
Texture
s
sand
I
loam
si
silt
sil
silt loam
c
clay
cl
clay loam
scl
sandy clay loam
sl
sandy loam
sicl
silty clay loam
Structure Grade
Structure Type
wk weak
gr
granular
m moderate
pl
platy
str strong
pr
prismatic
cpr
columnar
abk
angular blocky
sbk
subangular blocky
sg
single grained
ma
massive
Structure Size
f fine
med medium
Moist Consistencv
fr friable
vfr very friable
fi firm
vfi very firm
Seasonal Hiqh Water Table:
Depth (") Type (apparent/perched)
16 perched

Attachment 2 - Soil Profile Descriptions at Ksat Locations
Project: Bartley Point Lot 8
% Slope: 8%
Site: Ksat Nest 2
Vegetation: Mixed Pine/Hardwoods
Conducted By: GC Murray
Date: Winter, 2023
Soil Series: Creedmoor/Green Level
Complex
U
w
o
s
V
o
c
C
7
d
U
C
M
N
C9
=
S
U
U
Q
N
to
O
U
d
O
N
L
X
N
O
O
X
r
3
V
p
y
IC
O
O
O
a
y
O
y
J
T
o
5
5
5
5
5
�
rn
PIEDMONT
ENVIRONMENTAL
A S S O C I A T E S, P. A.
w
w
N
r
H
N
c
U
N
O
rn rn
5
AB
0-6
10YR 7/3
-
-
-
I -
I moist
sl
mod
med
gr
fr
ns
np
Bt
7-23
10YR 6/6
1OYR 6/1, 2.5YR 5/8
com
med
C&D
moist
c
mod
med
abk
vfi
vs
vp
BC
24-36
10YR 6/4
1OYR 6/1, 2.5YR 5/8
com
med
C&D
moist
Sid
wk med sbk
vfi
vs
vp
CR
37
-
-
-
-
-
-
-
-
-
-
-
-
-
Legend:
Texture
s
sand
I
loam
si
silt
sil
silt loam
c
clay
cl
clay loam
scl
sandy clay loam
sl
sandy loam
sicl
silty clay loam
Structure Grade
Structure Type
wk weak
gr
granular
m moderate
pl
platy
str strong
pr
prismatic
cpr
columnar
abk
angular blocky
sbk
subangular blocky
sg
single grained
ma
massive
Structure Size
f fine
med medium
Moist Consistencv
fr friable
vfr very friable
fi firm
vfi very firm
Seasonal Hiqh Water Table:
Depth (") Type (apparent/perched)
14 perched

Attachment 2 - Soil Profile Descriptions at Ksat Locations
Project: Bartley Point Lot 8
% Slope: 7%
Site: Ksat Nest 3
Vegetation: Mixed Pine/Hardwoods
Conducted By: GC Murray
Date: Winter, 2023
Soil Series: Creedmoor/Green Level
Complex
U
w
o
s
V
o
c
C
7
d
U
C
M
N
C9
=
S
U
U
Q
N
to
O
U
d
O
N
L
X
N
O
O
X
r
3
V
p
y
IC
O
O
O
a
y
O
y
J
T
o
5
5
5
5
5
�
rn
PIEDMONT
ENVIRONMENTAL
A S S O C I A T E S, P. A.
w
w
N
r
H
N
c
U
N
O
rn rn
5
AB
0-6
10YR 7/3
-
-
-
I -
I moist
sl
mod
med
gr
fr
ns
np
Bt
7-25
10YR 6/6
1OYR 6/1, 2.5YR 5/8
com
med
C&D
moist
c
mod
med
abk
vfi
vs
p
BC
26-34
10YR 6/4
1OYR 6/1, 2.5YR 5/8
com
med
C&D
moist
scl
wk
med
sbk
fi
s
p
C/CR
35"+
-
-
-
-
-
-
-
-
-
-
-
-
-
Legend:
Texture
s
sand
I
loam
si
silt
sil
silt loam
c
clay
cl
clay loam
scl
sandy clay loam
sl
sandy loam
sicl
silty clay loam
Structure Grade
Structure Type
wk weak
gr
granular
m moderate
pl
platy
str strong
pr
prismatic
cpr
columnar
abk
angular blocky
sbk
subangular blocky
sg
single grained
ma
massive
Structure Size
f fine
med medium
Moist Consistencv
fr friable
vfr very friable
fi firm
vfi very firm
Seasonal Hiqh Water Table:
Depth (") Type (apparent/perched)
15 perched

Bartley Holeman Rd. Project, Wake County, NC
NC DEQ Surface Drip Ksat Data, Winter 2023
Nest
Ksat (inlhr)
N 1, Bt
0.049
Lot 8 N2, Bt
0.067
N3, Bt
0.070
Geomean Ksat:
0.061

AAi
SOILMOISTURE
Lot 8, N1 Bt - 18"
Soilmoisture Ksat Calculator
Reading Number
Time
Reservoir Water
Level (ml) Elapsed Time (min)
Interval Water
Consumed (ml)
Flow Volume
Consumed (ml)
Total Water
Consumed (ml)
Water Consumption
Rate (ml/min)
1
2022/11/0811:28:49
-100
2
2022/11/0811:43:49
-100.575
15.00
0.57
46.57
46.57
3.105
3
2022/11/0811:58:49
-101.25
15.00
0.68
54.67
101.24
3.645
4
2022/11/0812:13:49
-101.375
15.00
0.13
10.12
111.37
0.675
5
2022/11/0812:28:49
-102
15.00
0.63
50.62
161.99
3.375
6
2022/11/0812:43:49
-102.4
15.00
0.40
32.40
194.38
2.160
7
2022/11/0812:58:49
-102.725
15.00
0.33
26.32
220.71
1.755
8
2022/11/0813:13:49
-103.4
15.00
0.67
54.67
275.38
3.645
9
2022/11/0813:28:49
-103.575
15.00
0.17
14.17
289.55
0.945
10
2022/11/0813:43:49
-103.975
15.00
0.40
32.40
321.95
2.160
11
2022/11/0813:58:49
-104.25
15.00
0.28
22.27
344.22
1.485
12
2022/11/0814:13:49
-104.3
15.00
0.05
4.05
348.27
0.270
13
2022/11/0814:28:49
-104.6
15.00
0.30
24.30
372.57
1.620
14
2022/11/0814:43:49
-104.6
15.00
0.00
0.00
372.57
0.000
15
2022/11/0814:58:49
-104.875
15.00
0.28
22.27
394.84
1.485
16
2022/11/0815:13:49
-104.975
15.00
0.10
8.10
402.94
0.540
17
2022/11/0815:28:49
-105.325
15.00
0.35
28.35
431.29
1.890
18
2022/11/0815:43:49
-105.4
15.00
0.08
6.07
437.36
0.405
22
2022/11/0815:58:49
-105.5
15.00
0.10
8.10
445.46
0.540
23
2022/11/0816:13:49
-105.7
15.00
0.20
16.20
461.66
1.080
24
2022/11/0816:28:49
-105.9
15.00
0.20
16.20
477.86
1.080
25
2022/11/0816:43:49
-106.12
15.00
0.22
17.82
495.68
1.188
26

4
3.5
3
2.5
Water Consumption Rate (ml/min)
2
1.5
1
0.5
0
12:00:00 AM
12:00:00 AM 12:00:00 AM 12:00:00 AM 12:00:00 AM 12:00:00 AM
Total Water Consumed (ml)
600
500
400
300
200
100
12:00:00 AM 12:00:00 AM 12:00:00 AM 12:00:00 AM 12:00:00 AM 12:00:00 AM

A&
SOILMRE
Soilmoisture Ksat Calculator
Lot 8, N1 Bt - 18" Parameters
Q: Steady Flow Rate (ml/min):
r: Borehole Radius (cm):
h: Water head Height (cm):
H: Depth of Borehole (cm):
Water Temp ©:
S: Water Table Depth (cm):
Diameter of Reservoir (cm):
Scenario
1.115909067
5.08
7.5
45.72
19.9285
304.8
10.155
Glover (m/s) (cm/hour) (in/hour) (gpd/ft2)
Ksat: 3.4E-07 0.123 0.049 0.73
H = borehole depth, r = borehole radius, h = constant
water head height in borehole, s = water table depth
and L = the vertical distance between constant water
head and water table / impervious layer.

AAi
SOILMOISTURE
Lot 8, N2 Bt - 18"
Soilmoisture Ksat Calculator
Reading Number
Time
Reservoir Water
Level (ml) Elapsed Time (min)
Interval Water
Consumed (ml)
Flow Volume
Consumed (ml)
Total Water
Consumed (ml)
Water Consumption
Rate (ml/min)
1
2022/11/0811:28:06
-100
2
2022/11/0811:43:06
-102.45
15.00
2.45
198.43
198.43
13.229
3
2022/11/0811:58:06
-104
15.00
1.55
125.54
323.97
8.369
4
2022/11/0812:13:06
-105.25
15.00
1.25
101.24
425.22
6.749
5
2022/11/0812:28:06
-106.425
15.00
1.18
95.17
520.38
6.344
6
2022/11/0812:43:06
-107.35
15.00
0.92
74.92
595.30
4.995
7
2022/11/0812:58:06
-108.3
15.00
0.95
76.94
672.25
5.130
8
2022/11/0813:13:06
-109
15.00
0.70
56.70
728.94
3.780
9
2022/11/0813:28:06
-109.4
15.00
0.40
32.40
761.34
2.160
10
2022/11/0813:43:06
-109.775
15.00
0.38
30.37
791.71
2.025
11
2022/11/0813:58:06
-110.325
15.00
0.55
44.55
836.26
2.970
12
2022/11/0814:13:06
-110.725
15.00
0.40
32.40
868.65
2.160
13
2022/11/0814:28:06
-111.125
15.00
0.40
32.40
901.05
2.160
14
2022/11/0814:43:06
-111.425
15.00
0.30
24.30
925.35
1.620
15
2022/11/0814:58:06
-111.575
15.00
0.15
12.15
937.50
0.810
16
2022/11/0815:13:06
-112A25
15.00
0.55
44.55
982.04
2.970
17
2022/11/0815:28:06
-112.525
15.00
0.40
32.40
1014.44
2.160
18
2022/11/0815:43:06
-112.675
15.00
0.15
12.15
1026.59
0.810
22
2022/11/0815:58:06
-113.3
15.00
0.63
50.62
1077.21
3.375
23
2022/11/0816:13:06
-113.625
15.00
0.32
26.32
1103.54
1.755
24
2022/11/0816:28:06
-113.9
15.00
0.28
22.27
1125.81
1.485
25
2022/11/0816:43:06
-114.2
15.00
0.30
24.30
1150.11
1.620
26
2022/11/0816:58:06
-114.48
15.00
0.28
22.68
1172.78
1.512
27

14 -
12
10
8
6
4
2
0
12:00:00 AM
1400
1200
1000
800
600
400
200
0
12:00:00 AM
Water Consumption Rate (ml/min)
12:00:00 AM 12:00:00 AM 12:00:00 AM
Total Water Consumed (ml)
12:00:00 AM 12:00:00 AM
12:00:00 AM 12:00:00 AM 12:00:00 AM 12:00:00 AM 12:00:00 AM

A&
SOILMRE
Soilmoisture Ksat Calculator
Lot 8, N2 Bt - 18" Parameters
Q: Steady Flow Rate (ml/min):
r: Borehole Radius (cm):
h: Water head Height (cm):
H: Depth of Borehole (cm):
Water Temp ©:
S: Water Table Depth (cm):
Diameter of Reservoir (cm):
Scenario
1.5388746
5.08
7.5
45.72
19.9285
304.8
10.155
Glover (m/s) (cm/hour) (in/hour) (gpd/ft2)
Ksat: 4.7E-07 0.170 0.067 1.01
H = borehole depth, r = borehole radius, h = constant
water head height in borehole, s = water table depth
and L = the vertical distance between constant water
head and water table / impervious layer.

AAi
SOILMOISTURE
Lot 8, N3 Bt - 19"
Soilmoisture Ksat Calculator
Reading Number
Time
Reservoir Water
Level (ml) Elapsed Time (min)
Interval Water
Consumed (ml)
Flow Volume
Consumed (ml)
Total Water
Consumed (ml)
Water Consumption
Rate (ml/min)
1
2022/11/0811:41:51
-100
2
2022/11/0811:56:51
-100.7
15.00
0.70
56.70
56.70
3.780
3
2022/11/0812:11:51
-101.175
15.00
0.47
38.47
95.17
2.565
4
2022/11/0812:26:51
-101.8
15.00
0.63
50.62
145.79
3.375
5
2022/11/0812:41:51
-102.325
15.00
0.53
42.52
188.31
2.835
6
2022/11/0812:56:51
-102.9
15.00
0.58
46.57
234.88
3.105
7
2022/11/0813:11:51
-103.425
15.00
0.52
42.52
277.40
2.835
8
2022/11/0813:26:51
-103.575
15.00
0.15
12.15
289.55
0.810
9
2022/11/0813:41:51
-104.125
15.00
0.55
44.55
334.10
2.970
10
2022/11/0813:56:51
-104.45
15.00
0.33
26.32
360.42
1.755
11
2022/11/0814:11:51
-104.775
15.00
0.33
26.32
386.74
1.755
12
2022/11/0814:26:51
-104.925
15.00
0.15
12.15
398.89
0.810
13
2022/11/0814:41:51
-105.225
15.00
0.30
24.30
423.19
1.620
14
2022/11/0814:56:51
-105.45
15.00
0.22
18.22
441.41
1.215
15
2022/11/0815:11:51
-105.7
15.00
0.25
20.25
461.66
1.350
16
2022/11/0815:26:51
4L06.075
15.00
0.38
30.37
492.03
2.025
17
2022/11/0815:41:51
-106.475
15.00
0.40
32.40
524.43
2.160
18
2022/11/0815:56:51
-106.7
15.00
0.22
18.22
542.66
1.215
22
2022/11/0816:11:51
-106.95
15.00
0.25
20.25
562.90
1.350
23
2022/11/0816:26:51
-107.25
15.00
0.30
24.30
587.20
1.620
24
2022/11/0816:41:51
-107.56
15.00
0.31
25.11
612.31
1.674
25
2022/11/0816:56:51
-107.85
15.00
0.29
23.49
635.80
1.566
26

4
3.5
3
2.5
Water Consumption Rate (ml/min)
-
2
1.5
1
0.5
0
12:00:00 AM
12:00:00 AM 12:00:00 AM 12:00:00 AM 12:00:00 AM 12:00:00 AM
Total Water Consumed (ml)
700
600
500
400
300
200
100
12:00:00 AM 12:00:00 AM 12:00:00 AM 12:00:00 AM 12:00:00 AM 12:00:00 AM

Soilmoisture Ksat Calculator
Soil Surface
H Water Head
.. .........
_..N .
Borehole Bottom
L._
Water Table
H = borehole depth, r = borehole radius, h = constant
water head height in borehole, s = water table depth
and L = the vertical distance between constant water
head and water table / impervious layer.
Lot 8, N3 Bt - 19" Parameters
Q: Steady Flow Rate (ml/min):
r: Borehole Radius (cm):
h: Water head Height (cm):
H: Depth of Borehole (cm):
Water Temp ©:
S: Water Table Depth (cm):
Diameter of Reservoir (cm):
Scenario
1.619868
5.08
7.5
48.26
19.9285
304.8
10.155
Glover (m/s) (cm/hour) (in/hour) (gpd/ft2)
Ksat: 5.0E-07 0.179 0.070 1.06
Cross Sectional area of reservoir: 80.9934

Project Name: Bartley Point, Lot 8
Facility Address: Off Bartley Holleman Rd., Wake County, NC
County: Wake
Prepared by: G. Christopher Murray, L.S.S.
Project Design Flow = 600 gal/day
# of Bedrooms
Required Flow
2 bedrooms
240 gal/day
3 bedrooms
360 gal/day
4 bedrooms
480 gal/day
5 bedrooms
600 gal/day
6 bedrooms
720 gal/day
SFR-LRW 9-08

Project Name: Bartley Point, Lot 8
Location of Temperature Data: RDU Int. Airport - Raleigh, NC
Starting Year of Data Record: 1948
Ending Year of Data Record: 2006
Period of Record (years): 58
Source of Data: State Climate Office of North Carolina
Site Latitude (degrees) 35.00 within range
Calculated PET: 33.38 inches
Mean Monthly
Temperature
(degrees F)
Daylight
Hours 112
Heat Index
Calculated
PET
(inches)
January
41.1
0.87
1.02
0.29
February
44.8
0.85
1.70
0.51
March
51.2
1.03
3.15
1.20
April
59.4
1.09
5.40
2.30
May
67.6
1.21
8.02
3.94
June
75.6
1.21
10.90
5.52
July
79.0
1.23
12.21
6.36
August
77.7
1.16
11.71
5.73
September
71.1
1.03
9.24
3.92
October
60.6
0.97
5.76
2.20
November
51.5
0.86
3.22
1.03
December
42.6
0.85
1.28
0.37
Total =
73.61
33.38
SFR-LRW 9-08

Project Name: Bartley Point, Lot 8
Location of Precipitation Data: RDU Int. Airport - Raleigh, NC
Starting Year of Data Record: 1948
Ending Year of Data Record: 2006
Period of Record (years): 58
Source of Data: State Climate Office of North Carolina
80th Percentile Annual Precipitation: 54.48
Total =
Mean
Monthly
Precipitation
% of Mean
Annual
Precipitation
80th
Percentile
Monthly
Precipitation
3.60
8.21
4.47
2.88
6.57
3.58
4.30
9.80
5.34
3.06
6.98
3.80
2.26
5.15
2.81
2.93
6.68
3.64
5.51
12.56
6.84
5.00
11.40
6.21
5.81
13.25
7.22
2.90
6.61
3.60
2.75
6.27
3.42
2.86
6.52
3.55
43.86
100.00
54.48
SFR-LRW 9-08

Project Name: Bartley Point, Lot 8
Annual Hydraulic
Design Flow = 600 gal/day Loading Rate = 19.49 inch/yr
SFR Loading Rate Group: SFR-B
Limiting Soil Ksat = 0.061 inch/hour Irrigation Area = 18,020 square ft
Drainage Coefficient = 0.072 = 0.41369 acres
Drainage Rate = 0.105763974 inch/day (Formula: Ksat ' Drainage Coefficient' 24)
I
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
(gallons/day)
Maximum
Allowable
Irrigation
allons/month
January
31
0.29
3.28
4.47
0.00
0
0
February
28
0.51
2.96
3.58
0.00
0
0
March
31
1.20
3.28
5.34
0.00
0
0
April
30
2.30
3.17
3.80
1.67
626
18,769
May
31
3.94
3.28
2.81
4.42
1,600
49,603
June
30
5.52
3.17
3.64
5.06
1,894
56,827
July
31
6.36
3.28
6.84
2.80
1,014
31,431
August
31
5.73
3.28
6.21
2.80
1,013
31,407
September
30
3.92
3.17
7.22
0.00
0
0
October
31
2.20
3.28
3.60
1.87
679
21,045
November
30
1.03
3.17
3.42
0.79
295
8,844
December
31
0.37
3.28
3.55
0.10
35
1,075
TOTAL = 365 33.38 38.60 54.48 19.49 7155.31 219,000
Formulas: (Max. Allowable Irrigation) = (PET) + (Drainage) - (Precipitation)
SFR Loading Rate
Table
SFR
Maximum Annual
Geometric Mean
Loading
Loading Rate
Ksat Range
Rate
(in/yr)
(in/hr)
Group
Low - High
Low - High
SFR-A
26.0 - 50.0
>0.05
SFR-B
19.5 - 26.0
0.015 - 0.05
SFR-C
13.0 - 19.5
0.003 - 0.015
SFR-D
0.0 - 13.0
0.0 - 0.003
Assignment to a SFR Loading Rate Group for each 15A NCAC 02T .0600
permit application shall be determined by the geometric mean of insitu
saturated hydrualic conductivity data collected in the most restrictive
horizon for each soil mapping unit within the irrigation area.
Required Flow
2 bedrooms
240 gal/day
87,600 gal/yr
3 bedrooms
360 gal/day
131,400 gal/yr
4 bedrooms
480 gal/day
175,200 gal/yr
5 bedrooms
600 gal/day
219,000 gal/yr
6 bedrooms
720 gal/day
262,800 gal/yr
Maximum allowable
irrigation: 219,000 gal/yr
The Maximum Allowable Irrigation number must be
greater than or equal to the required flow.
SFR-LRW 9-08

Waypointo
ANALYTICAL
Client :
Piedmont Enviromental Assoc., P. A.
216 South Swing Road
Suite 1
Greensboro NC 27310
Lab No: 22055
2850 Daisy Lane, Wilson, NC 27896
Main 252-206-1721 ° Fax [phone]
"Every acre... Every year®'
www.waypointanalytical.com
Grower : Report No:
PIEDMONT ENVIRONMENTAL Cust No:
Date Printed:
Date Received
PO:
Farm: BARTLEY
Page
Field:
SOIL ANALYSIS
23-170-0522
06526
06/21/2023
06/19/2023
Sample ID: BART LOT 8
3 of 6
Test
Method
Results
SOIL
TEST RATINGS
Calculated Cation
Exchange Capacity
ftwery Low
Low
Medium
Optimum
Soil pH
1:1
4.8
IIIIIIIIIIII�
2.1 meq/100g
Buffer pH
BPH
6.83
%Saturation
Phosphorus (P)
M3
6 ppm
%sat meq
K 4.6 0.1
Ca 27.6 0.6
Mg 17.5 0.4
H 47.6 1.0
Na 2.3 0
Potassium (K)
M3
38 ppm
Calcium (Ca)
M3
116 ppm
Magnesium (Mg)
M3
44 ppm
Sulfur (S)
M3
8 ppm
Boron (B)
M3
0.1 ppm
Copper (Cu)
M3
0.2 ppm
Iron (Fe)
M3
155 ppm
K/Mg Ratio: 0.26 ❑
Manganese (Mn)
M3
69 ppm
Ca/Mg Ratio: 1.58 ❑
Zinc (Zn)
M3
0.8 ppm
-
Sodium (Na)
M3
11 ppm
Soluble Salts
Organic Matter
LOI
2.8%
Estimated N Release
103 Ibs/acre
Nitrate Nitrogen
SOIL FERTILITY GUIDELINES
Crop
Rec Units:
(Ibs) LIME (tons)
N
P20,
K 20
Mg
S
B
Cu
Mn
Zn
Fe
Crop : Rec Units:
Comments :
M3 - Mehlich 3 BPH - Lime Index HIM - Humic Matter LOI - Loss On Ignition 1:1 -Water pH
Analysis prepared by: Waypoint Analytical Carolina, Inc.