WQ0044546_More Information (Received)_20231113

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
WQ0044546-SFR Wastewater Irrigation System -Wake County, NC
Lot 9-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: "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.
2. 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 7.9
Item "G" & "H" No Comments Provided, No Response needed.
Item "I" Site Map:
1, Comment: "Per 15A NCAC 02 T. 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(f). "
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".
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. "
Project Number: IOHO 1/23 Page 2 of 3

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,
,f te. 1fa.wafr
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: 10//01 /23 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
WQ0044546-SFR Wastewater Irrigation System -Wake County, NC
Lot 9-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:
According to the soil evaluation, the site consists of Creedmoor/Green
Level complex with expansive clays overlain by suitable soils. Despite the
proximity to a confining soil layer, a 13% drainage coefficient is being
proposed. How is runoff at the toe of the irrigation area to be prevented
and how has this 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 Single -Family Residence Wastewater Irrigation System Loading hate
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
SFR
Annual
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
Per this approach, the soils fall under SFR-B (geometric mean Ksat
value of 0.027 in/hr) and could be loaded at a maximum rate of 26.0
inches/year.
The Single-Familv Residence Wastewater Irrigation 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 16.5% is permissible if the professional sealing the
report provides a discussion for consideration of this rate. The
discussion given in the next paragraph now appears in the revised soil
scientist report.
In the case of this project, consistent soil conditions within the
disposal area are documented by the detailed soil profile descriptions
as Ksat sites as well as in our soil boring logs. The dispersal field
contains a gentle side slope with well -established forest understory
and a thick sandy loam topsoil ensuring that runoff should be of

minimal concern due to strong surface infiltration. Finally, the 16.5%
drainage coefficient yields a proposed annual irrigation rate of 19.36
in/yr., which is below even the minimum annual irrigation rate for
soils of the SFR-B loading group (minimum irrigation of 19.5 in/yr).
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 .0605(p), 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,
Ep SOIL -�
f
r
�CICAA1264
O r�+ f/
G. Christopher Murray, MS
NC Licensed Soil Scientist
Piedmont Environmental Associates, PA

Division of Walser Resources
Permit No. WQ0044546
State of North Carolina
Department of Environmental Quality
Division of Water Resources
SINGLE-FAMILY RESIDENCE WASTEWATER IRRIGATION SYSTEM
OPERATION AND MAINTENANCE AGREEMENT
FORM: SFRWWIS-O&M 09-18
County: Wake
Permittee: PY7 n c s., 1J,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:
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. (if applicable)
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.
Signature: Date:
Signature: Date:
Signature: fbi[ Lot 9-Bartley Point Subd Date:
Signature: 6708 Bartley .n West Date:
All deeded pr2Rerty owners shall sign this Operation and Maintenance Agreement
FORM: SFRWWIS-O&M 09-18 Page 1 of 1

DWR
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources
15A NCAC 02T .0600 — SINGLE-FAMILY RESIDENCE WASTEWATER IRRIGATION SYSTEMS
FORM: SFRWWIS 06-16
I. APPLICANT INFORMATION:
1. Applicant's name as appears on deed, contract or lease agreement: Princess Holdings, LLC
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership
3. Signature authority's name: Scott Jones per 15A NCAC 02T .0106(b] Title: Manager
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 System for a Five Bedroom Residence-6708 Bartley Point West -Wake Co.,
NC
2. Facility status: ❑ Existing or ® Proposed
3. Facility's physical address: 6708 Bartley Point West
City: New Hill State: NC Zip: 27562- County: Wake
4. Wastewater Treatment Facility Coordinates: Latitude: 35' 35' 52" Longitude: -78' 56' 50"
Provide the following latitude and longitude coordinate determination information:
Datum: NAD83 Level of accuracy: Nearest second Method of measurement: Navigatiyn quality GPS
5. USGS Map Name: Cokesbury
I1I. CONSULTANT INFORMATION:
1. Engineer's name: John R Harman, PELicense 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:
IV. GENERAL REQUIREMENTS —15A NCAC 02T .0100:
1. Application type: ® New ❑ Major Modification
If a modification, provide the existing permit number: WQ00
2. Application fee: $60
Finn: Self
Email Address: iackhannan5 jagmaii.com
Firm: Piedmont Environmental Assoc., PA
Email Address: chrisepiedmontsoil.com
❑ Minor Modification
and most recent issuance date:
3. Describe the origin of the wastewater and provide a brief project description: Septic and Advanced Pretreatment via
Recirculating Media Filter, & Storago prior to Surface Drip Application
4. Wastewater flow: 600 GPD
FORM: SFRWWIS 06-16 Page 1 of

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
I of Units
Flow
Single Family Residence
gal/Bedroom
120
5
600 GPD
gal/
GPD
Total
600 GPD
6. Per 15A NCAC 02T .01051016 ), 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 I00-year flood plain elevation to the facility? 232 feet mean sea level. Source: FRIS.NC.GOV
Are any treatment, storage or irrigation systems located within the 100-year flood plain? ❑ Yes or ® No
If yes, has documentation of compliance with Article 21 Part 6 of Chapter 143 of the G.S. been provided? ❑ Yes or ❑ No
V. DESIGN CRITERIA AND SETBACKS — 15A NCAC 02T .0605 & .0606:
1. Provide the estimated influent and designed effluent concentrations from the engineering calculations to verify conformance
with 15A NCAC 02T .0605(b) for the following parameters:
Estimated Influent
Designed Effluent
Minimum Required
Parameter
Concentration
Concentration
Degree of Treatment
(monthly avera e)
Prior to Storage
Biochemical Oxygen Demand
350 mg/1
<10 mg/1
--f-30 mg/1
(BODs
Total Suspended Solids (TSS)
350 mg/1
<10 mg/1
<_30 mg/1
Ammonia Nitrogen (NH3-N)
30 mg/1
<10 mg/1
<15 mg/1
Fecal Coliforms
T
<200 per 100 ml
:!�200 colonies/100 ml
2. Per 15A NCAC 02T .0605(c), is the effluent placed directly in contact with GA classified groundwater? ❑ Yes or ® No
If yes, have predictive calculations demonstrating such placement will not contravene GA groundwater standards been
provided? ❑ Yes or ❑ No
3. Per 15A NCAC 02T .0605(d), are any of the treatment or storage units excavated into bedrock? ❑ Yes or ® No
If yes, has a 10 millimeter synthetic liner been provided? ❑ Yes (Plan Sheet: & Specification Page: ) or ❑ No
4. In accordance with 15A NCAC 02T .0605(e}, are any earthen treatment and storage facilities provided? ❑ Yes or ® No
5. In accordance with 15A NCAC 02T .0605(t), have any by-pass or overflow lines been provided? ❑ Yes or ® No
6. If any treatment, storage or irrigation systems are located within the 100-year flood plain, in accordance with 15A NCAC 02T
.0605 , 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 .06056), 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 15A NCAC 02T .0605Jk), does the septic tank design adhere to 15A NCAC 18A .1900? ® Yes or ❑ No
FORM: SFRWWIS 06-16 Page 2 of 6

V. DESIGN CRITERIA AND SETBACKS — 15A NCAC 02T .0605 & .0606 (CONTINUED):
11. In accordance with 15A NCAC 02T .0605(1}, what is the specified method of disinfection? Ultraviolet
If chlorine, specify contact detention time provided: minutes and where contact time occurs:
If UV, specify the number of banks: 1, total lamps: 1 and maximum flow capacity: 10 GPM.
12. In accordance with 15A NCAC 02T .0605(m)., has a minimum of five days of storage based on average daily flow between the
pump off float and inlet invert pipe been provided? ® Yes or ❑ No
13. In accordance with 15A NCAC 027' .0605f n }, have all tanks containing pumps been provided with audible and visual alarms
that are external to any structure? ® Yes (Plan Sheet: 4 of 7 & Specification Page: ) or ❑ No
14. In accordance with ,15A NCAC 02T _0005l a 1, has a precipitation or soil moisture sensor been provided?
® Yes (Plan Sheet: 4 of 7 & Specification Page: ) or ❑ No
15. In accordance with 15A NCAC 02T .0605(n}, has a minimum of 18 inches of vertical separation between the apparent seasonal
high water table (SHWT) and the ground surface been provided? ® Yes or ❑ No
16. In accordance with 15A NCAC 02T .0605(g), has a minimum of 12 inches of vertical separation between any perched seasonal
high water table (SHWT) and the ground surface been provided? ® Yes or ❑ No
17. In accordance with €5A 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 ([ 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 /
'3tora a 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(0, submit the appropriate setback waivers (FO€ NI. 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
(gal)
Plan Sheet
Reference
Specification
Reference
Septic Tank
1
Shoaf PreCast
I O'x4.7'x4.6'
1500
4 of 7
Select
Select
b. SECONDARY TREATMENT (i.e., physical, biological and recirculation processes):
Treatment Unit
No. of
Units
Manufacturer or
Material
Dimensions (ft)
Volume
(gal)
Plan Sheet
Reference
Specification
Reference
EZ Treat
1
EZ-Treat 600
+/-7'x4.5'
N/A
4 of 7
Recirculation Tank
1
Shoaf PreCast
12' x6' x4. 8'
2500
4 of 7
Select
c. DISINFECTION:
No. of
Manufacturer or
Volume
Plan Sheet
Specification
Treatment Unit
Units
Material
Dimensions (ft)
(gal)
Reference
i 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)
(al)
(days)
Shoaf PreCast
1
12' x6' x6. 6'
3500
4039*
6.7
4 of 7
Calcs
*Partial Use with
Recirc Tank
e. PUMPS.
No. of
Manufacturer /
Canacit
Plan Sheet
Specification
Location
Pum s
purpose
Tye
Reference
Reference
GPM
I TDH
2500 Gal Recirc
1
Dose EZ Treat Pod
StatRite Step20
20
100'
4 of 7
Goulds
3500 Field Dose
1
Field Dosing
PUTB 1512112
13
123'
4 & 5 of 7
Tank
W
f. BLOWERS:
Location
No. of
Blowers
Units Served
Manufacturer /
Type
Capacity
CFM)
Plan Sheet
Reference
Specification
i Reference
g. MIXERS:
FORM: SFRWWIS 06-16 Page 4 of 6

Location
No. of
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)--(in/hr)
Recommended
Loading Rate
Recommended
Loading Rate
in/vr
Creedmoor/Green Level
All 4
12
<0.3
19.36
4. Irrigation System Information (Note — this table may be expanded for additional fields):
Area
Dominant
Designed
Designed
Latitude i
Longitude i
Waterbody
Field
(acres)
Soil Series
Rate
Rate
(DMS)
(DM S)
Stream Index
Classification
(in/hr)
(in/yr)
No. Z
1
0.45
Creedmoor/Green
0.13
17.90
35035' 52"
-780 56' 50"
18-7(3)
WS-V
Level
O 7 II
O 1 r,
O ! 11
O ! II
O P. I/
O 1 II
O I 1,
O „
Total
I Provide the following latitude and longitude coordinate determination information:
Datum: NAD83 Level of accuracy: Nearest 1.0 seconds Method of measurement:
Map interpretation by extraction
For assistance determining the waterbody stream index number and its associated classification, instructions may be
downloaded at: htps:i/ncdenr.s3.amazonaws.com/s3fs-
public/Water'a20Quality/Aqui%r"I„20ProtectiowLAIJ,,Agrcements/WSCA°/n2008-13.pd
Spray Irrigation Design Elements
Drip Irrigation Design Elements
Nozzle wetted diameter:
ft
Emitter wetted area:
6.75 ftZ
Nozzle wetted area:
ftz
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:
Netafim / BioLine
Specification Reference:
Elevation of highest emitter:
273 ft
Specification Reference:
Sheet 7 of 7/Calcs
FORM: SFRWWIS 06-16 Page 6 of 6

Professional Engineer's Certification:
I, John R. Harman, PE attest that this application for
(Professional Engineer's name from Application Item III. I.)
Surface Dripirrigation Dis;oosal Sy_s.tem for a_Five Qedroom Residence-fiM Bartft Point West-Wake_00., K
(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
prnposed design has been prepared in accordance with this application package and its instructions, as well as all applicable regulations
and statute. 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 $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification per ISA NCAC 9_Zx .010ih3:
,`<<�ti1S 11 iIr f 1 HI►��
•`'s'� N G�'1 Rp ry4
40
SEAL i
9810
• INP
1, Scott Jones �i er for Pd QP.ss Holdin 5 LLC attest that this application for
(Signature Authority's name & title from Application Item I.3.)
Surface Orin iErigation a[sposal_$]CstQfllJCff_afive Bedroom Residence4708 Rartlev P_oinWest-Wake CQ.-RC
(Facility name from Application Item 1I.1.)
has been reviewed by me and is accurate and complete to the best of my knowledge_ I understand that any discharge of wastewater
from this non -discharge system to surface waters or the land will result in an immediate enforcement action that may include civil
penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if all required
supporting information and attachments are not included, this application package will be returned to me as incomplete. I further certify
that the applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without
proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any
active compliance schedule, and do not have any overdue annual fees per 1_5A '4C AC 02T V, Jyarj,
Note: In accordance with General Statutes I43-215.6A 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 S 10,000 as l as civil p tics up to $25,000 per violation. r�
Signature: f� J Date:+
FORM: SFRWWIS 06-16 Page 6 of 6
LOT 9

CONSTRUCTION PLANS FOR A WASTEWATER TREATMENT
11001
SURFACE DRIP IRRIGATION DISPOSAL SYSTEM
FOR A FIVE BEDROOM RESIDENCE
LOT 9; 6708 BARTLEY POINT WEST; WAKE COUNTY, NC
NC DEQ PERMIT #WQ 0044546
NTS
'NOTES:
1) SITE DATA WHICH INCLUDES PROPERTY BOUNDARIES, TOPO. UTILITIES, ROADS, AND OTHER SITE
FEATURES WERE OBTAINED FROM WAKE COUNTY GIS DATA AND ARE SHOWN TO DISPLAY GENERAL
SITE CONDITIONS AND ARE PRESUMED TO BE ACCURATE. LOCATIONS OF PROPOSED STRUCTURES
(HOUSES, DRIVEWAYS, AND WELLS) ARE SUBJECT TO MODIFICATION IF WITHIN THE CONTEXT OF
APPLICABLE RULES FOR SETBACKS.
2) ALL SEPTIC SYSTEM COMPONENTS TO INCLUDE TANKS, PUMPS, MANIFOLDS, AND SYSTEM
CONFIGURTION ARE APPROXIMATE AND AS SUCH NO SPECIFIC ACCURACY EITHER VERTICAL OR
HORIZONTAL IS IMPLIED. SUITABLE SOIL/DISPOSAL APPLICATION AREAS HAVE BEEN LOCATED BY
PIEDMONT ENVIRONMENTAL ASSOCIATES, P.A. (OAK RIDGE, NC) (SOIL SCIENTISTS).
3) PROPERTY AND EASEMENT BOUNDARIES SHOWN ON THIS SITE SKETCH ARE APPROXIMATE AND
ARE NOT INTENDED FOR LOCATING PROPERTY OR IDENTIFYING PROPERTY LINES , CORNERS, OR
EASEMENTS. THIS 15 NOT A SURVEY.
OWNER:
Princess Holdings, LLC
c/o Scott Jones, Manager
1430Innovation Ave.
Morrisville, NC 27560
[phone]
-02MMOV111111401111A.-
TMS PLAN FROP080 TO SUBDIVIDE
67.55 ACRES INM 23 MINGLE FAMILY
HONE PARCELS VNTH ASSOCIATED
PRIVATE ROADS AND 8TORM DRAINAGE.
MTERAND 8EMMIMLL BE HANDLED
ON EACH INDIVIDUAL HOME LOT.
0
LOT 9
SITE DATA
OMER:
MEIN MnN= 11C
14M INIMIM AAE
WIMISAM NC V%Q
1112.417.441111
PRB>ARM INFR
MWIY 41 DNmL • A!lCQATIM PA
,Im BE YATNARR Rw WIN2w
fJRY NC 27ml
ME AIi.M7.R7� FAILOIL48Q.7:iE
MA7sS
10TAL ACOM
57M AC @0 WIM4. M o0P171
ON14M
R-®
KOPO= 01E:
MILE rMIL7 ROES
PRIFM R6 LD12
2J
PRDPCAL AREA N WTI-
y6R1D2 Si GaL6! AC.]
A4'FFAM AREA IN IC'$
11f,+3'. SE [E5R AC}
11REAR F097M
CIF MATE RDAM
4,1* IF
sATUSS
CAPE FEAR
TOTAL I11,11b Ri ARM
10kiell *tA At. OA4
+ RMW HDRFI
MINE COUNTY PIN F
11437.1S,Y4s7
DBD.S&II&I
Om7.sts7}3
0517.0A
➢ 7AL7714
DST7.m2R14
NOTE: ALL LOTS SHOWN WITHIN HIS
DEVELOPMENT ARE PRESENTLY OW ED BY
"PRINCESSS HOLDINGS, LLC." ALL H USES, WELLS,
AND WASTEWATER DISPOSAL SYST M SYSTEMS
SHOWN HEREIN ARE PROPOSED AND NOT YET
CONSTRUCTED.
NOTE: ALL LOTS WITHIN THE DEVELOPMENT ARE
TO BE SERVED BY INDIVIDUAL WELLS & ONSITE
WASTEWATER DISPOSAL SYSTEMS. ALL ROADS
WITHIN THE DEVLEOPMENT ARE PRIVATE ROAIS,
Y POINT
LAND OWNERS ASSOCIATION, INC."
GENERAL LOCATION MAP OF SUBDIVISION LOTS
SCALE AS NOTED BY BAR SCALE
=
-�
S
17
O
0
Z�
a
ova
Z
z —
O
d
"p
d i
in
d
v=i
Lu
J
Lu
� V
z
W
Za
0
J
o
om
Lu
V1
CL
Wp�a_
-
1
J
W
N
H
o�
Z_
Z
0
QO
CL
CL
V
a,.J
F"'
O
W
tj
w 0
m
.`o2
Q
�
a` J
•
W
•{�„I
p � O
"
Er (D
�r-OC)
� N
�-i
w
O 000
j 0
Cn
O
0
U
N
SEAL
9810

1� —
NOTE: � ti �__ � �� � � ,`" � p
1. THE SOIL SERIES C VERING ALL LO S Z
WITHIN THIS DEVE OPMENT,ARE REPORTED l I
° N
TO BE CREEDMOOR SEP,4ES� F t Z�bu r
ESCRIPTIONS CAN`lk FOUND Ifs THE,. S a a�
* ' W
REPORT PREPARED FOR THIS PR9� BY J
s�IEDMONT ENVIRONMENTAL ASSOCIATES,_P.A: �' f = w v` 2. THE COMPLIANCE BOU"N-DARY O -THE ��(��, ' ,[z ?
DISPOSAL SYSTEM A CQUIRED BY 15A NCAC-- O v _ oC o
o
PROPERTY L[N-E5,' AND \ ' oC
02L. D1D7 f� AR E A � Z =
THE RWIEW BOUNDARY IS HALF THE dISrtANCE� r r 4 O = W
BETWEEN TH E COMPI.IANCE-119NUAY AN-6
O� CL vu
Z
T WAS : WATER APPLI CATION 2-STRAND WIRE FENCE
ARE �J" —
N CAC 02. 010 U N� [SEDER£ A T I O N , �•' �^ • w Q V
F- Co
40, l V)
m — v
Q,� ♦ - — ,a r J Zco
Z
` �ti `r9C rf 0
❑ �i�. ^ O Z
'ice > o
w
uw
F o
— 4" S WCE_LI.N ` A w o O Q o Q
F M SE \ J1+. y aJm
HIGHEST EMITTER }
ROPOSED AT +/_ ELEV- 273.0 } r.,' (~1 , •
WELL
1 ' LOCATIO
a o0 0
o o
o0
� W �N
1 I / o ao
•2-STRAND WIRE \ I } �'••._ l
AROUND APPLICATION 1f �0)
AREA (SEE DETAIL)
7
SIC SEAL
i
r •
/ J GlN R
N E�

100
4" S VICE LINE
F M HOUSE
r Ro SIr.mLW
Ai
VELL
r
S E 1 " _ 0'
10, 20-
r'
fit. i
3500 GA
DOSE T
40
-kA
EZ TREAT
MEDIA FILTER �
1500 GAL SEPTIC
TANK 1
HIGHEST EMITTER
(Y
2- TRAND WIRE \
AROUND APPLICATION
AREA (SEE DETAIL)
�_:,3.
o
N
Z
a
o
��
.a
Z
z
IL
aN
Lu
J
�
w
z
aC
a
ZQ
�
J
o
Z
°_
V)
Lu
a
r
°CL
"�
J
w Q
Jm
QD
w
co
u
z
00
^(L
.o
z
W
0
2
G% J
v
w5.ow
Lu
o Q
A
t
a` J m
w
p0O
E �N
��
� N
�-I
w
0000
� z
0
p �
o
0
U
N
O
SEAL '
9810
•; ' �V Fes;.:
••.._ R. NA _ ..

DRIP ZONES
& LATERAL INFORMATION
Run
Number
Run
Length I
Lateral
Length
1
155
Z
O
N
E
1
1240
2
1551
310
3
155;
4
155
310
5
155
6
155
310
7
155
8
1.551 310
9
155
Z
O
N
E
2
1240
10
1S51
310
11
155
12
155
310
13
155
14
155
310
15
155
16
155
310
17
155
Z
❑
N
E
3
1240
18
155
310
19
155
20
1551
310
21
155
22
1551
310
23
155
24
155
310
25
155
Z
❑
N
E
4
1240
26
1551
310
27
155
28
155
310
29
155
30
1551
310
31
155
32
155
310
Total: 495Q
Area Covered: 19630
Avg. Spc'g, ft.: 3.96
60" LONG "T" POSTS
FIBERGLASS OR PAINTED STEEL
SET POSTS @ +/- 25' SPACING
14 GA. HI -TENSILE STEEL WIRE
F=1IFaiuII
+/_ 24" BURY
DETAIL OF FENCING REQUIRED AROUND
DISPOSAL AREA
,NOT TO SCAM
F U'LL----"
ID -IN THE
ROJECT
L ASSOCIA
- R-1F Fo F
RED BY 15A
RTY- LI~IIFES-. A ,
9
ALF THE DISTANCE
R ni BE-- 3 0
ION ARE A�
3 0' 15' 0
6'p t
S
,4" 5 VICE —L1N�
F M 1�-0U S E
ell
POSED
WELL
CAT
1
E
r � i
(4), TAP S Y MANIFOLD
. (T�f P. 4)
(4) TA�ETURN MA. (FOLD F
F `ST`� P. OF 4)
_ 27STRAND WIRE FENCE
AROUND APPLI5%ATION
30
AREA(S�E "ETAIL
(4) 1 1/2" PVC SUPPLYt N1 E
& (I) '14--PVCRETURN
LINE (MIN. 30" BURY)-
7,
DOSE TANK �~
2500 GAL \
RECIRC TANK
~ ET TREAT
MEDIA FILTER
1500 GAL SEPTIC ,
P-1 _.
M PLI ON '' REA REQ'D= 113, 147; S.F..
O'=ED = +1-19,630 S.F.
�! T 1 AP L1[=N RATE = 0. 12 ill!
"� A
TANK
HIGHEST EMITTER
AT +/- ELEV. 273.0 I
I
CAI
�t I
I', \
lSTRANO WIRE I
AROUND APPLICATION \
AREA (SEE DETAIL) V
r _ I
V I
19 1
O
o
Z
z
F
Z
Z
en
d
L!
v
L
v=
LU
J
cd
W�
z
Z
CC
0
ZQ
2
LU
=
0-
ca)
U
z
• aaa�
r
LU
U f�
a
�m
T
V
�D
03
m
z
Z
co —
c
�O
FLU
✓
0 O�
o
p
a
r
b
a` J m
W
00 O
0:f ON
O N
�-I
w
O U o0
u
!E
Ccn
N'N
0
U
N a_
a*�aaaaaaara.
, .�
SEAL
9810

E-Z TREAT POD MODEL 600 1- -
FIN.
1-1/2"
r 4" L
EXISTING GRADE
SECTION THRU EZ TREAT_ POD
NTS
4" SERVICE LINE FROM FACILITY
10' MINIMUM
5/4 TREX BOARD Z
EFFLUENT FILTER TYPICAL 3/4"0 RECIRC OI
4" PVC END CAP NOTE: DO NOT
GLUE ONTO RISER PIPE DRILL 1/4"
FIN. GRADE ,,
VENT HOLE IN CAP
a- em.L
4" PVC RISER PIPE - EXTEND
+•vk
ABOVE BOTTOM OF TANK
F'I
LID
4" FROM FILTERS
L 4" TO FIELD DOSING
POD
TANK
4" PVC TEE
E-Z SET BYPASS VALVE
LE (TYP.
ALL TANKS REQUIRE A
�6"
THICK STONE BASE
YP)
SECTION THRU
RECIRC TEE
NTS
1 1 /2" SCH 40 PVC
SUPPLY LINES -7
NOTE: TWO ACCESS 24"0 E-Z SET RISER WITH 24"0 E-$ ET RISER WITH
RISERS SHOWN CAN BE COMBINED TO A COVER (TYP) (TYP)
SINGLE 30" DIA OPTIONAL 2" VEW
CW4M FLIER (IF
Z SET BYPASS VALVE 4'I RED. PER LOLL
caoE)
24' E-Z SET RISERS (TY ) 24"0 E-Z SET RISER
WITH COVER. UV UNIT
STEP 20 TURBINE -PUMP TURBINE FOR DRIP
Etl TREATED EFFLUENT LIN�TO� 4" SCH 40 PVC BOTTOM
CONTROL PANEL FOR EZ TREAT FLOW UV !FIELD DOSE TANKCONNECTION OF TANKS
I" -DRIP FILTER BACKWASHIFIELD 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
nl w wI
FIN.GRADE: ELEV. "A" (SEE
TANK ELEVATION
SCHEDULE) 314" BALL VALVE
CLEAN -OUT 24"0 E-Z SET RISER
(TYP) WITH COVER (TYP
314' RI
:iyi�111!
NTS
NOTE: FIELD
VERIFY PRIOR — 30"0 E-Z SET RISER WITH COVER
TO ORDERING 6' MIN., I 24"0 E-Z SET RISER WITH COVER—,
RISERS MAX. e
FIN -GRADE: ELEV. "A" I —
a" 4" PV ROSS
Rig c LEY."D"
INV. IN=ELEv. FLITTER VALVE
.EFFLUENT EME GENC'Y STORAG
FILTER COMP TMEN78. F1El.F0tl
(SIZED PER 4039 GALLONS
DESIGN OosE •'c••ls•
FLOW)
- fly WALL
96"(gln
IN E 60p GAL MIN"
COMPARTMENT FLOOR= El
ALARM LIGHT
� 24"0 E-Z SET RISER
- NOTE: POWER TO WITH COVER (TYP)
THIS PANEL IS 230 VAC
CONTROL PANEL (LOCATED `
WITHIN 10-FEET OF TANKS) 1
FIN.GRADE UV DISINFECTION UNIT 36" MIN
ELEV. "A" MODEL EZ SET UV 1000-5
OR APPROVED EQUAL
�`y
4" PVC FROM BYPASS
VALVE TO UV UNIT
BOTTOM
`[ Lll,E Ed TANKS
W[T}I 4"SCH 40 PVC
AND WATER-TICMT
BOOTS
L]R 6"STONE BASE
TURBINE PUMP FOR WASHEDSEPTIC TANK DpryZTRECIRC. &STORAGE OR
EQUAL)
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
DISPOSAL FIELD
1 1/4" SCH 40 PVC RETURN LINE
F`-'CH
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"
TO — EMERG. STORAGE VOL DISPOSAL
=+1- 4039 GALS (IN BOTH TANKS)
FifGfTVvATEi�AL1111 71[' �.
PEAK ENABLE= ELEV. ' j" .
ELEV- "G" WEIGHTED MERCURY FLOATy— FLOOR-- ELEV. "K"
SWITCHES 0)
FIELD DOSE TANK
3500 GALLON PUMP TANK +/- 47 GALS PER INCH
PT-2105
SHOAF PRECAST CONCRETE, OR EQUAL
TANK ELEVATION SCHEDULE
ELEV."A"
272.00
ELEV. "B"
268.50
ELEV. "C"
268.30
ELEV.I'D"
268.20
ELEV. "E"
268.00
ELEV. "F"
269.00
ELEV. "T
262.00
ELEV. "H"
263.50
ELEV. "1"
263.83
ELEV. "J"
264.83
ELEV."K"
262.00
a
�
O
0
Z
O`
D e
H
Z
Z
r
a
ai
LJJ
J
Ln
uj
J
S�
V
Z
ZQ
o
=
O
N
W
U
�Z
L J Q
U d
J
QV)
00 H
u
Z
co
LLu
O� J
F-'
~
u
LU
he
aJm-3
v
W
cu
r,
(D000
r- oc)
O N
w
U U
-a
of
0
U
Noma_
SEAL
9810

MODEL I I
a(Iwd ply.am..amplee,.eferuonl.ewreoal.vl. -
T6 Mime: 112 wrkal panel ypulde.. h,a hin—it, oohlv., a- +7,. MD. 0. 211 VAC Naq. pe.ee a— n 0-.r
rFrsmrca, soma pinta beams vropaol eyddw ear hit le—Twa cwlrol ew,c+oe xdiroe a Jn rreul: mulp' wmanu la
ban pie oNcnp on aw ad I' an main cc' .N ue[ud 2rl .dNeMM e-an — hillvnaP ylo umzYvd dorm by-1
e ,
1. Encldeun measures 01 B% 4 incbes(2032 X 2032110
16 crn)
'_'l.ai,-e of NEW 1 (stael ror inti Q. d, Neah 0 (ullmrlpne evbillzetl
Nerndalasl'm with removable mgmyq feel. dddam or lit0.aer uee).
- Opium selected may increase anc'esure sae and r ainge mmponanl _
lay,
2 mgmUa No ea bit —Win pump by e,N N,q eleoldral lines
0 NOA Swtmh far manual pump control (mooned an drail board) IF
4. onen Pump Run lndlumr Ll0lrl(mwntad an kwil. bibelot
S. Flail SeHmh Tmnlnal Black(moumal on ou-it—al I• -'
S Alarm end Combat Fovea (mouned oa circuit board)
T. AWnn aM Colbol Power lndicemn (mounted on dmud Doan)
e. Gn..d WS
0. 21-11 Snake, (opfionap p,, des pump die xi—d and bound: dwd Nodes SApwn 112IMW
pmtecb.n
SIANDAND ALARM PACKAGE
10. Red Alum BeAIAn pra.la.e HA' W.u.l dledcel dlvm rr`Z a©p
Ned: NEN1A ' vlyb M Wei a dmr ravlmbd'MlficNer N Neu ad . baoanrl, 1.Im
11. Alelrn Nam Pnlldes.lodie wMpq Ills'tt- oarldlLllp (�] L a dedli
Nabat NENIA 1 style uNua, en internally mounted buzzer in lieu of hem
12 Etobe rAl.rm T.uNomeI Il....!1 all —horn and light to be
leeted and hom W ba eRanaad to en alarm mndieon Alarm autaman®lly
rest once dm n calditwn has been ole.
11 Ham Silence Ralsy(mounmd on dolt boll
NOTE: other optlone .—Itible
! Entire annual eyelem (panel and vhkches) to UL Lldod to meet end/
or domed Indtalby solely slandads
! ouk, Wary z Maalen rod the Linlled9 l cenual
! Smnda,d peckvge mdudes three 20 6JE SlpnelMaetef con al
swi:cbes
Comple , with sle"y-step m ou Malmo ind mollons
! m,ao-yea,umneewalranry
S
US
P So18-DIA Geholl 66602
-21 7-
1Aa&pIALSJE • 1-2164147-1317
1
1.2194147i617 Fa%
SEE BACKSIDE FOR COMPLETE LISTING OF AVAILABLE OPTIONS.
mail: epadj rhombus nn
SEE PRICE BOOK FOR LISTPRICE.
Www.iterhomb•S.ol
7f2
MODEL f1F
T-ad,n­
Tda—­
ALA(WPACKAGE
®0
Neplleesarlmoalvlmp pupa
=Pdpnnod,a0e flnrludn le�nemuYlnn
S(CWaIAIERATpaG-
1=laspm.rdM,A ilmlbq
W ryyemell]leer, NENA.1te,gNwzed>nm-nyF
'ylr,l
STAIRN6DfiVCE
=mapnelkmolmwndcld1201300240V
El1
9 •meg pacl�Lvmzlada120Vanl,
PIINPRJLLLOAOAYPH
0 =11
®
1 5 TA
2 =
3 23FLA
=20-00
Bo anm'_ned
4 =erc�svrae,.; 1z6vierspc*I"nruJGGavlcfvlmvrvv4kme,
120r10Lie0V UaleksTlMra9loyY.E m4aa 1 above)
f LGATSMOTT]I APPLICAT�e1
e Npml=p=mpdox-I orpump up laded l7 apuon)
Eoela
A mTw.l.rnme..pe
YROwOIRe�e+lpsp.p.
• ••—••— EHCl OYu0.F did II I. enrtilienMm up.— Ill. —ahad�nil
xal, apYon.
mai
Q w A Rad Laecm: only I na a.d:c dt oeeeamroN
(muv Doled 'E d Mh mr.uded/ C Hit— 1 — Pane! pnu4 .dec a— 44J
1L Ho-m pity 1 no b.u.' „tl — a%eWm cowl (must — q - a4)
'must wbc 1E N Yael¢ r-.a., i Non I— hoop, able, masted IhmuOn does nonl—)
L:jO tEvmm .anti iA an 1=1A
]A H� 2.. FIA
�i ] al SA Conapll alarm Jud GeeYv
Di <A neauwren, c r l 10 mrd In tau al 20 (Per —)
(sues oppm1 Ir lbah mou'.) rya fs''rtl in ieu d 20 (per...
p« ea N .aawm px �w. cl a San. ,w ] 20 (Pan rpu)
amJ4JMY.l Y ales; w 'o C n la "'a- (por.aon,
[] a nedun..nl .11 ­1
I. wlNaatef I mo.:nunp e:mp • 1—Map
(sebd NA ppliml ;mbU IJ wlanl I SarelMaebf / emm.:Y Negntep • fwr _
Di eP 1Hemwl nwu. PC Seam' FL,11, 11 wmYlwd A l'wr rmdl
11E
le
sal pm PumPe wrmm�el l Wak,I m 6enear F'car ! erlmwW cosigned A (per nwu
A Seel .1 scull S and ne.� a vh4l 14 sensor F.
Mlni 1 ape adNl ♦ (per /pelf
O n .mm .abiee,m, Ipm c 11x sen.p Flwrl,Ie A wegmed Amer reel)
p « ho """ i nla.m 1 rJ T-n (.0 (pin camp Alper meq
pi ec i'•ev. 1ol.1l mY oA naunlenJarameur) .warn end zmp rm lam mmuPn
=iN A•-ah ern , eat, numbs' a nalowed by Inb, -A' 0 ft,,, H114 (He tl o!raNenal2) rweM aM pump an :ryne dm 1
. e1 = •2
'jA Poor Dun pimp tm aldta>s-
91C amp pupa Q 21A sJE PumplJeekf in !:eu of
mNP snrAn •
Qilq( Sl,�rl2. n - HEMA a% 21p 6JE Pump,Iem.� Plan in tau of old ranU.as •
Q f 1 F Li91Wtln eno.w�rwbd pimp ocvP GeMvl 21G Super SmBle• :n tau d Wce wnxeeY
loK AnLanaeneaan M.le: 0 210 Panda Flm-Ines-1-1
Qi • Meclla�aq-mdveb4 A Me�esNeGalM
IreCd,SbfWAwlWIe.r. JapP(M. W&Nbal II— goon an u.25. neereefCu.L CdMCLjlrl.i.
SAMPLE
NxIDEL IL � W 9 H 3A JU L7A
codlnrn P.eld,.
erSynp
p =
o Fun Leal .Amp. T
T
,erns vaerwapn
FbM 6lwkeAypnalvn
ol'Itel.e: Fla.ay. el.pe.d nm. I..tm.
S1F SldnitMduYl'Ip. zl.mv
1sa
COOL GUIDE
OW COLLAR (COOL GUIDE
The laminar flow collar shall be made of non —corrosive, glueable PVC and have
sufficient holes In the outer guide tube to assure laminar flow for the rated
capacity. The Inner flow collar shall extend near the bottom to provide sufflcfent
cooling flow for the motor. The dimension between the Inner collar and the
pump motor shall not restrict flow to the pump intake, but wN 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.
► ,:1�■ ► 11: 1�■
1. Measure the distance from the bottom of the tank to S" down from the tap of the riser.
Cut the extension pipe (by others) to the length necessary to reach this height. Cut 1/2
of the pipe down 12 to 18' away from the top of the pipe for pump discharge pipe.
3. Glue the extension coupling (by others) to the extension pipe and to the Cool Guide.
4. For repairs: glue on the Cool Guide 'not cap and place the Cool Guide firmly In the
of the tank. Attach the extension to the rider, with the anchors as shown.
5. For new construction: Anchor the flat cap to the bottom of the tank in the proper location
to hold Cool Guide and extension. The cap may or may not be glued to the device. Attach
the extension to the riser with the anchors as shown.
6. Place the pipe dope on the Cool Guide adapter threads and thread them Into pump discharge.
7. Attach coating collar to adapter with set screw provided.
8. Glue pipe Into flow collar and with pump attached, lower into the guide tube.
9. Attach to discharge pipe, valves, and connect electrfcai as speclfied.
ADAPTER
Cool Guide
COOLING COLLIER -,,Patent No. 6,262,689
t COUPLINGH 40
Lt —
INLETS 5
110 O O O O
0 O O 0 Ba o0
110 O 00 o a 0
SDR 35 PVC
0
a
FLAT CA 7
Dosing Pump-EZ Treat
PUMP CURVE
15 GPM TO
25 GPM
THIS PLAMP
VG CONDIj�ION
@ 123' T H
4 U 12 20�T28 V�36 �44
Gallons Per Minute
CAW ITV LITERS PER LA WVrE
a CAPAC NaALLOWS M MORM si
b a
O
Z
YJ
a
=
m cc
y�
N
Z
d Ln
Z
a
a
LU
J
r�—
LU
Lo
Z
J
�
J
Q
o=
CL
N
LU
LU
w Q
Z
U d
O
J
CL
Q�
m
U
co
Z
O
%O
0
C
J
W
°a
w
O m
/CA
•
W
\
�j
)
0000
I-0 �N1
`w
0 0 °o
Q) Z I
_
O
U
N �
CARQ
SEAL
9810
4
R

SIDE
FEED OPTION
FLAT
SITES ONLY.
PVC--',
REDUCING
r
TEE
a
PVC FIP
ADAPTER
W
N
RAM INSERT
Z
ADAPTER
6" MIN DRIPPER
r SEPARATION'S LINE
PVC PIPES
o
LIMIT OF
MANIFOLD
EXCAVATION
DRIP
LINE CONNECTION TO MANIFOLD
NTS
1/2" FLEX
PVC (4' typ.}
:RAM
FIP
PTER
NSERTPTERDRIPPER MINLINE RATION'S
BURIED DRIP LOOP CONNECTION
NTS
Supp
is bel
FOR SURFACE OR ,
NEAR SURFACE INSTALLATIONS
USE WIRE WICKETS TO ELEVATED (MIN.
LOOPS
SECURE DRIP TUBING AND FLEX 1/2- FLEX
IN INSTALLED POSITION Pvc (s°+ TYP.
4" WIRE WICI(ET
AND LOOP FLEX AS SHOWN -4
RAM INSERT ADAPTER
PVC RP ADAPTER
WWRE
DRIPPER LINE 12' MIN
SEPARATION
NEAR SURFACE DRIP LOOP NCONNECTION ON SLOPING SITES
TOP FEED MANIFOLDS
C
O
O
W
a
Z
Z
Owl
W
O
it
n
V
L
LU
Vl
LUtv
J
Z
Al
Z
J
=
Q
O
LU
❑
U
Z
LU
oc
a
_j m
W
�
m�
Z
0
oz
�O
Z
USE ON ALL SITES WITH A DISCERNIBLE SLOPE
L.A.
a-
=O
TO CONTROL DRAIN DOWN FROM UPPER LATERALSETO
-j
U
LOWER LATERALS AFTER PUMP SHUTS OFF.
o�
�'
Y
jj
r
D oC
J m
.o Q
Vl
IL
AIR RELEASE SU Iy -
VALVE MOh ?Ord I' Return
- AIR RELEASE
f ++f } \ Return VALVE
�• *�+ *; I 1/2' Fleld Manifold a
•
++ '^��pEy i
+ # y00
+ + +* S�T�]r I/Z. SuPPIY Return PRESSURE * , i 44
**�
/O1
SSURE DRIPPER TUBING{-{ +k
}a*+/F 1 DRIPPER TUBING
• �V
BELOW FROST LINE
RESIDENTIAL
CHECK
f 1/2' PVC
1/2" PVC RIGID
FLEX
COMMON
RETURN PIPE
Patent No. 5,984,574B
Install insulation
for shallow systems
in freezing climates
See diagram above.
John R. Harman , P. ;�...,
onsu ting Engineer S "�
A � 981'
2112 White oak Road... Raleigh, NC 276o8 0'
Tel. No. gig.818.2077�� E
eMail: '[e-mail]
N
.�
U o
Z U
a�
'4 n �s
bA
r4 CA d
00
Cd C+7
04
00�
Q.) ...E
N
N

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 OFTHIS 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 OFTHE SYSTEM. THE INSTALLER SHALL USE ONLY EQUIPMENT OFTHE APPLICATION AREATHAT WILL
PROVIDE THE LEAST SOIL DISTURBANCE AND WILL MINIMIZE GROUND CONTACT.
6. A LEAKAGE TEST SHALL BE PERFORMED ON EACH PRE -CAST CONCRETE TANK. THIS CAN EITHER ACCOMPLISHED BY A 2
MINUTE TEST WHERE A VACUUM OF 5 INCHES IS HELD FOR 2 MINUTES; OR, A HYDROSTATIC WATER LEVEL TEST
WHEREBY A DROP OF ONE-HALF INCH IS NOT EXCEEDED WITHIN A 24-HOUR PERIOD.
7. IF TREES ARE NECESSARY TO BE REMOVED FROM SITE, CUT STUMPS FLUSH WITH GROUND, REMOVE CUTTINGS BY HAND.
8. ATWO STRAND WIRE FENCE SHALL BE INSTALLED SURRONDING THE EFFLUENT APPLICATION AREA.
9. ALL AUDIBLE AND VISUAL ALARMS FOR THE TREATMENT AND DISPOSAL SYSTEM SHALL BE EXTERNALTO ANY
STRUCTURE.
10. A RAIN SENSOR (MINI-CUK BY HUNTER INDUSTRIES) OR RAIN -CHECK (RAINBIRD IRRIGATION), OR EQUAL SHALL BE
INSTALLED ATTHE FIELD DOSING CONTROL PANEL, AND SHALL BE WIRED IN WITH THE OPERATIONAL CONTROLS WHICH
CAN PREVENTTHE ACTIVATION OFTHE 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.
GESeEe.•►L 14QTE5:
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 Si CONE OR
EMANED FOAM PRClL7tIC M
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.
IO.ALARMS SHALL BE .AUDIBLE AND VISIBLE.
MAINTENANCE SCHEDULE
_
ITEM
_ FREQUENCY
TASK
SEPTIC TANKS
3 4 MONTHS
CHECK SOLIDS ACCUMULATION,
IN/EXFILTRATION. BAFFLE DAMAGE,
BLOCKAGES. CHECK THE FILTER.
3 - 5 YEARS
PUMP SEPTAGE IF REQUIRED
PUMP TANKS
3 - 4 MONTHS
CHECK SOLIDS ACCUMULATION,
PUMP OUT SOLIDS IF REQUIRED.
CHECK IN/EXFILTRATION. CHECK
FOR PROPERLY OPERATING FLOATS.
CHECK HIGH WATER ALARM
EQUIPMENT & CONTROLS
3 - 4 MONTHS
CHECK FLOAT CONTROLS & ALARMS,
FOLLOW MANUFACTURER'S SERVICE
REQUIREMENTS,
SEEDING SPECIFICATIONS
APPLIES TO ALL DISTURBED AREAS OUTSIDE DRIPPER FIELD
A LESPEDEZA.
.ESPEL7EZA
.OLA B-AHIAGRASS
0
Z
G
RATE (LB/ACRE)
p
100
30
10
50
Er1iNG NOTES
AFTER SEPTEMBER 1 USE UNSCARIFIE:D SERICEA SEED.
WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40
ACRE.
OVER -SEED 50 LB/.ACRE OF TALL FI-SCUE EACH FALL, UNTIL WELL ESTABLISHED.
FORCE MAINS & 6 MONTHS CHECK FOR LEAKS & RE -MEASURE URSE PLANTS
FLOW IF NECESSARY. CHECK FOR £TWEEN .APRIL 15 AND AUGUST 15, ADD 10 LB/ACRE GERNAN MILLET OR 15 LB ACRE
SUPPLY MANIFOL,D3 'UNDANGRASS. PRIOR TO MAY 1 OR AFTER AUGUST 15, AOLI 40 LS/ACRE RYE (GRAIN) -
EXPOSED PIPE,
ALL IS BEST F A TALL FESCUE AND LATE WINTER FOR LESPEDEZAS OVERSEEDING OF
OBE LESPEDELAS OVER THE FALL SEEDED TALL FESCUE 15 VERY EFFECTIVE USE
FIELDS 3 - 4 MONTHS CONTROL VEGETATIVE GROWTH FOR NHUL-LED BERMUDAGRASS SEED IN FALL.
PROPER INSPECTIONS. CHECK FOR 111 .AMENDMENTS
EROSION, PONDING OF WATER, PPLI LIME AND FERTILIZER 4CCORDINi: TO TESTS, OR APPLY 4,000 LB/ACRE GROUND
SURFACING OF EFFLUENT, GRICIJLIIIRE LIMESTONE AND 1,000 L19YACRE 10-10-10 FERTILIZER.
MEDIA FILTER 6 MONTHS MEASURE FLOW BY TIMING DRAW ULCH
APPLY 4,000 L6/ACP.E GRAIN STRAW, OR EQUIVALENT COVER OF ANOTHER SUITABLE
DOWN IN THE PROCESSING TANK.
ULCHNG MATERIAL, ANCHOR MULCH BY TACKING WITH ASPHALT, ROLONG OR NETTING.
CHECK FOR PONDING/CLOGGING.'JETTING IS THE PREFERRED ANCHORING METH00 ON STEEP SLOPES,
12 MONTHS SAMPLE DISCHARGE WASTEWATER. ANTENANCE
DRAW LABORATORY SAMPLES AND EFERIILIZE IN THC SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED
NCE OR TWICE A YEAR, BUT M.fiWING 1S NOT NECESSARY. RESEED, FERTILIZE AND
REPORT TO A I'NCIES. �ULCH DAMAGED AREAS IIdMEDIATELY.
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 Omnoo"' AXUV 01sinfection Unit
DURING CONSTRUCTION. PUMPS, HEAD LOSS CALCULATIONS, ETC. MAY NEED TO BE RE-EVALUATED
IF ALTERATIONS TO SUCH LOCATIONS ARE REQUIRED. Xyy W.. „ram
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.
memctuoca�gram
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.
El
AMERICAN MFG. COMPANY
TWO -FILTER - 15 GPM IN OTTHE EVENT THE DRIP ZONES ARE 7<. .
HYDRAULIC UNIT A DISCERNIBLE VERTICAL ELEVATION ABOVE
Normally Open 17.1E HYDRAUUC UNIT, INSTALL A -RETURN SSURE--
Supply Ydws Rowmatar BLY
IS TO BE USm RUPREVENT THETHE MRETURN - -
UNE FROM DRAINING AFTER OR DURING A
ere DOSE, REMOVE THE TONE RETURN CONNECTION
mally posed AND REINSTALL A SHORT 1' NIPPLE IN THE
aid dues+ Vona RETURN VALVE. INSTALL ASSEMBLY AS SHOWN
A��*
NG
PRESSURE FOR THERREST OF THEVE. THE HYDRAULIC TURING RUNITIMUST BEPLUGGED AND THE NEW TUBING FROM THEASSEMBLY CONNECTED TO THE PRESSURE SIDE
OF THE ENOID.tum To
Tonknacory posed To RAeeme Plry m
7 }1' Supplyy Fran Zane vdwa °.Y.:.�
Pump Ttlnk w��...,�.. ........-.-....�-.. _...... ., - _.._
DRIP IRRIGATION HYDRAULIC CONTROL UNIT
(NUMBER OF ZONE VALVES VARY -REFER TO SHEET 4)
MM
^^O
CL
E
O
F u
P�
-0
o 000
• ...I cj� 0 N
r- 00
W �N�
O 00
Q) Z I
0,71
N
0
U N a-
CARQ
SEAL
9810

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 9
Location: Off of Bartley Holleman Rd., Wake County, NC (PIN: 0617525773)
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 9 - Soil Boring Logs
Boring #:
Depth to Exp. Clay (")
Depth to SHWT (")
9-1
14
14
9-2
10
12
9-3
12
12
9-4
11
13
9-5
14
14
9-6
11
12
9-7
12
12
9-8
14
14
The landscape position for the proposed irrigation field is on a broad side slope (4-5%
maximum) with a sandy loam A/AB horizon. We recommend a maximum instantaneous
irrigation rate of 0.3 in/hr for design purposes.
Saturated Hydraulic Conductivity (Ksat) Analysis
The constant head well permeameter technique (also known as shallow well pump -in
technique and borehole permeameter method) was utilized to complete the ksat tests.
This procedure is described in Methods of Soil Analysis, Part 1., Chapter 29 — Hydraulic
Conductivity of Saturated Soils: Field Methods, 29 — 3.2 Shallow Well Pump In Method,
pp. 758-763 and in the Soil Science Society of America Journal, Vol. 53, no. 5, Sept. —
Oct. 1989, "A Constant -head Permeameter for Measuring Saturated Hydraulic
Conductivity of the Vadose Zone" and "Comparison of the Glover Solution with the
Simultaneous — Equations Approach for Measuring Hydraulic Conductivity." A volume
of water was applied and measured with time until a steady state of water flow was
achieved. This volume/time with steady state was used to calculate the saturated
hydraulic conductivity of the subsoil by the Glover equation.
Measurements of saturated hydraulic conductivity (Ksat) were conducted within the Bt
horizon at three sites within the proposed wetted area. The Bt was the only soil horizon
measured since it was obviously the 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 0.027 in/hr. Geometric mean Ksat
calculations and field data are shown in Attachment 3.

Single Family Loading Rate Worksheet
A single-family water balance calculation was conducted per the above referenced
regulation. Based on the geometric mean Ksat and our field observations, these soils fall
under Loading Rate Group SFR-B and could therefore be loaded from 19.5-26 in/yr.
Parameters utilized in the SFR Irrigation Area Calculation Worksheet are described
below:
Potential Evapotranspiration (PET) and 80th Percentile Irrigation:
Data from a nearby site (RDU International Weather Station) for a 58 year period was
utilized in the model per NC DWQ policy guidelines for these parameters. This data is
shown in the attached SFR Irrigation Area Calculation Worksheet (Attachment 4).
Drainage Rate and Discussion of Drainage Coefficient Utilized in the SFR Irrigation
Area Worksheet:
We are proposing a drainage coefficient of 16.5%, which results in an actual Annual
Hydraulic Loading Rate of 19.36 inches/year. In the case of this project, consistent soil
conditions within the disposal area are documented by the detailed soil profile
descriptions as Ksat sites as well as in our soil boring logs. The dispersal field contains a
gentle side slope with well -established forest understory and a thick sandy loam topsoil
ensuring that runoff should be of minimal concern due to strong surface infiltration.
Finally, the 13% drainage coefficient yields a proposed annual irrigation rate of 19.36
in/yr., which is below even the minimum annual irrigation rate for soils of the SFR-B
loading group (minimum irrigation of 19.5 in/yr).
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 56% and 4.55% 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, 80th Percentile Precipitation Worksheet and
Irrigation Area Calculation Worksheet)
Attachment 5 - Standard Fertility Analysis

Attachment 1 - SFR Soils Map, Bartley Point Lot 9
PIEDMONT Job#3618
ENVIRONMENTAL 216 S. Swing Rd. Suite 1 Date: 5/17/23
ASSOCI A T E 5 , p . A. Greensboro, NC 27409 Client: Bartley Point LLC
pied montsoi1.corn
County: Wake
• Legend
SP Solt .$ Parent Tracts i
,�O P H , ' House Block 8
{ r Final Surface Disposal Areas (Creed moor/G Lev)
r * Propsed Wells, Surface Lots (100' Buffer Shown)
• ; NC DEQ Soil Borings
Ksat Locations
1284
Lot 9
0
1❑
Lot 9, Nest 3* '�A 7A,,.A
�� •h,-
�tA.
*.
.
i

Attachment 2 - Soil Profile Descriptions at Ksat Locations
Project: Bartley Point Lot 9
% Slope: 6%
Site: Ksat Nest 1
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
O
N
C9
=
S
U
U
Q
N
to
O
U
d
O
N
L
X
N
O
O
X
oe
r
3
V
p
y
IC
O
O
O
a
y
O
y
r
T
o
5
5
5
5
5
L ,
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
0-20
10YR 7/3
-
-
-
I -
I moist
sl
mod
med
gr
fr
ns
np
Bt
21-38
10YR 6/6
1OYR 6/1, 2.5YR 5/8
com
med
C&D
moist
c
mod
med
abk
vfi
vs
p
BC
39-42
10YR 6/4
1OYR 6/1, 2.5YR 5/8
com
med
C&D
moist
cl
wk
med
sbk
fi
s
p
CR
43
-
-
-
-
-
-
-
-
-
-
-
-
-
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)
24 perched

Attachment 2 - Soil Profile Descriptions at Ksat Locations
Project: Bartley Point Lot 9
% Slope: 5%
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
O
N
C9
=
S
U
U
Q
N
to
O
U
d
O
N
L
X
N
O
O
X
oe
r
3
V
O
y
IC
O
O
O
a
y
O
y
r
T
o
5
5
5
5
5
L ,
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
0-10
10YR 7/3
-
-
-
I -
I moist
sl
mod
med
gr
fr
ns
np
Bt
11-25
10YR 6/6
1OYR 6/1, 2.5YR 5/8
com
med
C&D
moist
c
mod
med
abk
vfi
vs
p
BC
26-40
10YR 6/4
1OYR 6/1, 2.5YR 5/8
com
med
C&D
moist
scl
wk med sbk
fi
s
p
R
41+
-
-
-
-
-
-
-
-
-
-
-
-
-
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 9
% Slope: 6%
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
O
N
C9
=
S
U
U
Q
N
to
O
U
d
O
N
L
X
N
O
O
X
oe
r
3
V
p
y
IC
O
O
O
a
y
O
y
r
T
o
5
5
5
5
5
L ,
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
0-11
10YR 7/3
-
-
-
I -
I moist
sl
mod
med
gr
fr
ns
np
Bt
12-33
10YR 6/6
1OYR 6/1, 2.5YR 5/8
com
med
C&D
moist
c
mod
med
abk
vfi
vs
p
BC
34-42
10YR 6/4
1OYR 6/1, 2.5YR 5/8
com
med
C&D
moist
scl
wk med sbk
fi
s
p
C
43-52
10YR 4/6
1OYR 6/1, 2.5YR 5/9
com
med
C&D
moist
sil
structureless
fr
ns
np
R
53
-
I -
I -
-
-
-
I -
I - I - I -
-
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)
19 perched

Bartley Holeman Rd. Project, Wake County, NC
NC DEQ Surface Drip Ksat Data, Winter 2023
Nest
Ksat (inlhr)
N 1, Bt
0.042
Lot 9 N2, Bt
0.012
N3, Bt
0.037
Geomean Ksat:
0.027

AAi
SOILMOISTURE
Lot 9, N1 Bt - 32"
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
2022/12/1312:55:40
-100
2
2022/12/1313:10:40
-100.85
15.00
0.85
68.84
68.84
4.590
3
2022/12/1313:25:40
-101.65
15.00
0.80
64.79
133.64
4.320
4
2022/12/1313:40:40
-102.025
15.00
0.38
30.37
164.01
2.025
5
2022/12/1313:55:40
-102.55
15.00
0.52
42.52
206.53
2.835
6
2022/12/1314:10:40
-103
15.00
0.45
36.45
242.98
2.430
7
2022/12/1314:25:40
-103.525
15.00
0.53
42.52
285.50
2.835
8
2022/12/1314:40:40
-104.025
15.00
0.50
40.50
326.00
2.700
9
2022/12/1314:55:40
-104.325
15.00
0.30
24.30
350.30
1.620
10
2022/12/1315:10:40
-104.55
15.00
0.22
18.22
368.52
1.215
11
2022/12/1315:25:40
-104.9
15.00
0.35
28.35
396.87
1.890
12
2022/12/1315:40:40
-105.24
15.00
0.34
27.54
424.41
1.836
13
2022/12/1315:55:40
-105.675
15.00
0.435
35.23
459.64
2.349
14
2022/12/1316:10:40
-106.175
15.00
0.5
40.50
500.13
2.700
15
2022/12/1316:25:40
-106.2
15.00
0.025
2.02
502.16
0.135
16
2022/12/1316:40:40
4L06.325
15.00
0.125
10.12
512.28
0.675
17
2022/12/1316:55:40
-106.625
15.00
0.3
24.30
536.58
1.620
18
2022/12/1317:10:40
-106.85
15.00
0.225
18.22
554.80
1.215
22
2022/12/1317:25:40
-106.925
15.00
0.075
6.07
560.88
0.405
23
2022/12/1317:40:40
-107.225
15.00
0.3
24.30
585.18
1.620
24
2022/12/1317:55:40
-107.45
15.00
0.225
18.22
603.40
1.215
25
2022/12/1318:10:40
-107.6
15.00
0.15
12.15
615.55
0.810
26
2022/12/1318:25:40
-107.825
15.00
0.225
18.22
633.77
1.215
27
2022/12/1318:40:40
4L08.275
15.00
0.45
36.45
670.22
2.430
28
2022/12/1318:55:40
-108.425
15.00
0.15
12.15
682.37
0.810
29
2022/12/1319:10:40
-108.5
15.00
0.075
6.07
688.44
0.405
30
2022/12/1319:25:40
-108.95
15.00
0.45
36.45
724.89
2.430
31
2022/12/1319:40:40
-109.175
15.00
0.225
18.22
743.11
1.215
32
2022/12/1319:55:40
-109.25
15.00
0.075
6.07
749.19
0.405
33
2022/12/13 20:10:40
-109.6
15.00
0.35
28.35
777.54
1.890

34
2022/12/13 20:25:40
-109.65
15.00
0.05
4.05
781.59
0.270
35
2022/12/13 20:40:40
-109.8
15.00
0.15
12.15
793.74
0.810
36
2022/12/13 20:55:40
-110
15.00
0.2
16.20
809.93
1.080
37
2022/12/13 21:10:40
-110.18
15.00
0.18
14.58
824.51
0.972
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0
12:00:00 AM
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 12:00:00 AM 12:00:00 AM 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 12:00:00 AM

A&
SOILMRE
Soilmoisture Ksat Calculator
Lot 9, N1 Bt - 32" 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
0.953922267
5.08
7.5
81.28
19.9285
304.8
10.155
Glover (m/s) (cm/hour) (in/hour) (gpd/ft2)
Ksat: 2.9E-07 0.105 0.042 0.62
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 9, N2 Bt - 22"
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
2022/12/1312:56:51
-100
2
2022/12/1313:11:51
-105.975
15.00
5.98
483.94
483.94
32.262
3
2022/12/1313:26:51
-106.2
15.00
0.22
18.22
502.16
1.215
4
2022/12/1313:41:51
-106.35
15.00
0.15
12.15
514.31
0.810
5
2022/12/1313:56:51
-106.45
15.00
0.10
8.10
522.41
0.540
6
2022/12/1314:11:51
-106.475
15.00
0.03
2.02
524.43
0.135
7
2022/12/1314:26:51
-106.525
15.00
0.05
4.05
528.48
0.270
8
2022/12/1314:41:51
-106.75
15.00
0.22
18.22
546.71
1.215
9
2022/12/1315:26:51
-106.9
45.00
0.15
12.15
558.85
0.270
10
2022/12/1315:41:51
-107.05
15.00
0.15
12.15
571.00
0.810
11
2022/12/13 15:56:51
-107.2
15.00
0.15
12.15
583.15
0.810
12
2022/12/1316:11:51
-107.25
15.00
0.05
4.05
587.20
0.270
13
2022/12/1316:56:51
-107.29
45.00
0.04
3.24
590.44
0.072
14
2022/12/1317:26:51
-107.4
30.00
0.11
8.91
599.35
0.297
15
2022/12/1317:41:51
-107.45
15.00
0.05
4.05
603.40
0.270
16
2022/12/1317:56:51
-107.5
15.00
0.05
4.05
607.45
0.270
17

35
30
25
20
15
10
5
0
L2:00:00 AM
700
600
500
400
300
200
100
Water Consumption Rate (ml/min)
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 12:00:00 AM 12:00:00 AM
Total Water Consumed (ml)
0 i
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 12:00:00 AM 12:00:00 AM 12:00:00 AM

A&
SOILMRE
Soilmoisture Ksat Calculator
Lot 9, N2 Bt - 22" 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
0.278977267
5.08
7.5
55.88
19.9285
304.8
10.155
Glover (m/s) (cm/hour) (in/hour) (gpd/ft2)
Ksat: 8.6E-08 0.031 0.012 0.18
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 9, N3 Bt - 31"
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
2022/12/13 13:25:03
-100
2
2022/12/1313:40:03
-110.05
15.00
10.05
813.98
813.98
54.266
3
2022/12/1313:55:03
-118.1
15.00
8.05
652.00
1465.98
43.466
4
2022/12/1314:10:03
-124.25
15.00
6.15
498.11
1964.09
33.207
5
2022/12/1314:25:03
-129.8
15.00
5.55
449.51
2413.60
29.968
6
2022/12/1314:40:03
-135.125
15.00
5.33
431.29
2844.89
28.753
7
2022/12/1314:55:03
-139.95
15.00
4.83
390.79
3235.69
26.053
8
2022/12/1315:10:03
-144.425
15.00
4.47
362.45
3598.13
24.163
9
2022/12/1315:25:03
-147.75
15.00
3.33
269.30
3867.43
17.954
10
2022/12/1315:40:03
-147.925
15.00
0.17
14.17
3881.61
0.945
11
2022/12/13 15:55:03
-148.075
15.00
0.15
12.15
3893.76
0.810
12
2022/12/1316:10:03
-148.225
15.00
0.15
12.15
3905.91
0.810
13
2022/12/1316:25:03
-148.4
15.00
0.17
14.17
3920.08
0.945
14
2022/12/1316:40:03
-148.6
15.00
0.20
16.20
3936.28
1.080
15
2022/12/1316:55:03
-148.75
15.00
0.15
12.15
3948.43
0.810

60
50
40
30
20
10
0
12:00:00 AM
4500
4000
3500
3000
2500
2000
1500
1000
500
0
Water Consumption Rate (ml/min)
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 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 12:00:00 AM 12:00:00 AM

A&
SOILMRE
Soilmoisture Ksat Calculator
Lot 9, N3 Bt - 31" 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
0.854930333
5.08
7.5
78.74
19.9285
304.8
10.155
Glover (m/s) (cm/hour) (in/hour) (gpd/ft2)
Ksat: 2.6E-07 0.095 0.037 0.56
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.

Project Name: Bartley Point, Lot 9
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 9
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 9
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 9
Annual Hydraulic
Design Flow = 600 gal/day Loading Rate = 19.36 inch/yr
SFR Loading Rate Group: SFR-B
Limiting Soil Ksat = 0.027 inch/hour Irrigation Area = 18,147 square ft
Drainage Coefficient = 0.165 = 0.41659 acres
Drainage Rate = 0.105209792 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
1 0.29
3.26
4.47
0.00
0
0
February
28
0.51
2.95
3.58
0.00
0
0
March
31
1.20
3.26
5.34
0.00
0
0
April
30
2.30
3.16
3.80
1.65
624
18,713
May
31
3.94
3.26
2.81
4.40
1,605
49,756
June
30
5.52
3.16
3.64
5.04
1,901
57,038
July
31
6.36
3.26
6.84
2.78
1,015
31,457
August
31
5.73
3.26
6.21
2.78
1,014
31,433
September
30
3.92
3.16
7.22
0.00
0
0
October
31
2.20
3.26
3.60
1.86
677
20,998
November
30
1.03
3.16
3.42
0.77
291
8,718
December
31
0.37
3.26
3.55
0.08
29
888
TOTAL = 365 33.38 38.40 54.48 19.36 7155.34 219,000
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
1 262,800 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: 22059
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
Sample ID: LOT 9
23-170-0522
06526
06/21/2023
06/19/2023
6 of 6
Test
Soil pH
Method
1:1
Results
4.9
SOIL TEST RATINGS
Low Medium
-
Optimum
Calculated Cation
Exchange Capacity
3.1 meq/100g
Buffer pH
BPH
6.79
%Saturation
Phosphorus (P)
M3
22 ppm
%sat meq
K 3.3 0.1
Ca 38.7 1.2
Mg 11.3 0.4
H 45.2 1.4
Na 2.4 0.1
Potassium (K)
M3
40 ppm
Calcium (Ca)
M3
240 ppm
Magnesium (Mg)
M3
42 ppm
Sulfur (S)
M3
12 ppm
Boron (B)
M3
0.1 ppm
Copper (Cu)
M3
1.2 ppm
Iron (Fe)
M3
210 ppm
K/Mg Ratio: 0.29 ❑
Manganese (Mn)
M3
42 ppm
Ca/Mg Ratio: 3.42 ❑
Zinc (Zn)
M3
4.5 ppm
Sodium (Na)
M3
17 ppm
IIIIIIIIIIIIII�
Soluble Salts
Organic Matter
LOI
0.6%
Estimated N Release
58 Ibs/acre
Nitrate Nitrogen
SOIL FERTILITY GUIDELINES
Crop
Rec Units:
(Ibs) LIME (tons)
N
P205
K 20
Mg
S
B
Cu
Mn
Zn
Fe
Crop : Rec Units:
Comments :
M3 - Mehlich 3 BPH - Lime Index HM - Humic Matter LOI - Loss On Ignition 1:1 -Water pH
Analysis prepared by: Waypoint Analytical Carolina, Inc.