WQ0044892_More Information Received_20240223

Initial Review
Reviewer
nathaniel.thorn burg
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Yes No
If not an application what is the submittal type?* Annual Report
Residual Annual Report
Additional Information
Other
Permit Number (IR) * W00044892
Applicant/Permittee Justo Julio Escobar Godinez
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Name* Jessi Banks
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Project Information
.........................
Application/Document Type*
New (Fee Required)
Modification - Major (Fee Required)
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Required)
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Phone Number*
7045604035
Modification - Minor
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GW-59, NDMR, NDMLR, NDAR-1,
N DAR-2
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Change of Ownership
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
https://edoes.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type:*
Wastewater Irrigation
High -Rate Infiltration
Other Wastewater
Reclaimed Water
Closed -Loop Recycle
Residuals
Single -Family Residence Wastewater
Other
Irrigation
Permit Number:*
WQ0044892
Has Current Existing permit number
Applicant/Permittee Address*
2501 Hollyheights Drive, Durham, NC 27704
Facility Name*
2501 Hollyheight Dr. SFR
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Additional Information for WQ0044892.
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AWT Comment Response WQ0044892.pdf 12.5MB
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of the application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Signature
%ESS/ #.4-/TS
Submission Date 2/23/2024

AVVr
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N Salem Street, Suite 203, Apex, NC 27502
agriwaste.com 1 919.859.0669
Cord Anthony
Environmental Engineer 11
Division of Water Resources
Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Subject: Application No. WQ0044892
Additional Information Request
2501 Hollyheights Dr. SFR
Wastewater Irrigation System
Dear Mr. Anthony,
February 23, 2024
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Thank you for your comments regarding the application for 2501 Hollyheights Dr. SFR Wastewater
Irrigation System (Application No. WQ0044892). Attached, please find responses to each of the
questions/comments listed in your letter dated January 24, 2024. To facilitate the review of this
response, I have included each point from the comment letter below.
A. Soil Evaluation:
Chris Smith of the Raleigh Regional Office noted the following:
a. The evaluation narrative states "The area evaluated and suitable for the proposed
system is about 46,000 ft2, so ample space is available for the wastewater
irrigation system anywhere within the evaluated area." The disposal area
calculation is using a Drainage Coefficient (DC) of 13%. According to the DWR
Soil Scientist Evaluation Policy and the EPA Process Design Manual: Land
Treatment of Municipal Wastewater Effluents (EPA 625/R-06/016) a DC of 4-
10% is recommended. The inconsistency of the Ksat values (0.01, 0.02, and 0.09
in/hr) and the stated shallow depth to the high water table do not support an
elevated DC. DWR staff recommends that the DC be reduced to a maximum of
10% and the disposal area size be increased.
i. Response detailed in stamped Soils letter.

b. The report states the water table on the site is perched. Low chroma colors are
described at depths of 5", 6", and I F for Ksat measurement locations 1, 2, and 3
respectively. The low chroma values continue to be described throughout the soil
profile after the initial observance depth at every Ksat nest location. The continued
observance of these low chroma values throughout the evaluation range
potentially indicates an extended period of saturation through the lower parts of
the soil profile and does not support the statement that the water table encountered
is perched.
c. The application does not include a clear and detailed soils map. A site drawing is
included, but lines delineating various features are not continuous due to the
inclusion of text labels. An aerial image map clearly delineating soil series
polygons, Ksat nest locations, and soil boring locations should be provided to
assist DWR staff in locating these features in the field.
d. The site drawing provided appears to show both Creedmoor and White Store soil
series with differing slopes present in the proposed disposal area, but only
Creedmoor is mentioned in the evaluation. Ksat data and soil profile descriptions
are provided only for the Creedmoor series. No explanation has been offered for
the exclusion of the White Store series from the soils evaluation. Please explain.
Please respond to the above concerns and give further insight into the decision making
process for this site. Additionally, the plot included for Ksat 1 shows a linear increase
across the final three measured values. This does not indicate that steady state within
this test was achieved. Please explain how steady state was determined within this
specific test.
B. Engineering Calculations:
1. According to the engineering calculations, 0.48 acres of irrigation area has been designed
for the system. Form: SFRWWIS 06-16 notes that the irrigation area is 0.53 acres
(including blanking). Of the 0.53 total acres, how much area is being wetted and
contributing to the irrigation capacity of the facility?
a. Due to soils accommodations, the design has been updated, and affected
components have been included with this response.
Thank you for your assistance with this application. If you have any further questions or comments,
please feel free to contact me at 919-367-6310 or via email at kdavidsongagriwaste.com.
Sincerely,
Kevin D. Davidson, P.E.
V.P. of Engineering

Appendix List
Appendix A Stamped Soil Response
Appendix B Updated Application Page
Appendix C Updated Engineering Drawing Pages
Appendix D Updated Engineering Calculation Pages

Appendix A
Stamped Soil Response

Z 1�
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
�l yoiL stl?
CY
d 7354
NORYN
Response to Additional Information Request Concerning Escobar Single -Family
Residence Wastewater Irrigation System
PREPARED FOR: Cord Anthony, Division of Water Resources
PREPARED BY: Jeff Vaughan, Ph.D., L.S.S.
Senior Agronomist/Soil Scientist
Heath Clapp, L.S.S.
Senior Soil Scientist
DATE: February 21, 2024
This letter, sealed with the L. S. S. stamps of Jeff Vaughan and Heath Clapp, is in response
to an additional information request received from Cord Anthony in regard to permit
application #WQ0044892 for a Single -Family Residence Wastewater Irrigation System.
Item I Response:
A drainage coefficient of 10% has been achieved by increasing the disposal area size to
approximately 28,399 square feet.
Item 113 Response:
Per the USDA -MRCS Official Series Description Sheets of both soil types mapped within
the proposed drain field area (Creedmoor sandy loam and White Store sandy loam), the
`Tabular Series Date' section at the bottom of the description states that the water table
kind is perched. Also accounted for in the Official Series Description Sheets for both soil
types is the presence of low chroma (< 2) values from initial observation until the official
description depth is reached (60-69"). This is consistent with the described deep boring
performed by AWT, to the required depth of 84". Concrete evidence of a water table
being perched as opposed to apparent can't always be established if the perched water

table goes below the required depth of the deep boring. The USDA-NRCS Official Series
Description Sheets for both soil types will be included in attachment 1.
Item I Response:
An aerial map utilizing the data contained in the drawing has been created and is included
in attachment 2.
Item 1D Response:
All borings performed in the disposal field portion of the property were more indicative
of a Creedmoor sandy loam than a White Store sandy loam. No slickensides as well as
the presence of gleyed horizons more closely resembles the Creedmoor sandy loam soil
series.
Additional Response Regarding Ksat 1:
AWT follows all Johnson Permeameter manufacturer practices as well as industry
standards (running Ksats a minimum of 3-4 hours in heavy clays). Equilibrium for Ksat 1
was calculated based on the sawtooth pattern that the data presented, showing a slowly
increasing trend. The last 3 values recorded (one being the lowest value recorded and one
being the highest value recorded) were averaged to reach the value that was used. This
Ksat ran longer would have likely ended up running at a higher rate based on the trend of
the data. AWT's assumption of what happened in this scenario is that that water took
time to fill the micro/macropores of the slightly smeared expansive clay (from the auger
boring) where it bottomed out, and eventually started having preferential flow, showing
the increasing trend. AWT believes that the value used was reasonably conservative.
2

Attachment 1: USDA-NRCS Official Series Description
Sheets

LOCATION CREEDMOOR NC+SC VA
Established Series
Rev. AG:JAK:DTA
10/2021
CREEDMOOR SERIES
The Creedmoor soils are very deep, moderately well drained and somewhat poorly
drained, very slowly permeable soils that have formed in residuum weathered from
Triassic material of the Piedmont uplands. Slopes range from 0 to 15 percent. Average
annual precipitation is about 46 inches and mean annual temperature about 61 degrees
F., near the type location.
TAXONOMIC CLASS: Fine, mixed, semiactive, thermic Aquic Hapludults
TYPICAL PEDON: Creedmoor sandy loam --forested. (Colors are for moist soil
unless otherwise stated.)
Oe--O to 1 inch; partially decomposed pine needles and forest litter.
A--1 to 3 inches; dark gray (IOYR 4/1) sandy loam; weak coarse granular structure;
very friable, many fine and medium woody roots; very strongly acid; abrupt smooth
boundary. (1 to 9 inches thick)
E--3 to 9 inches; pale brown (IOYR 6/3) sandy loam; weak medium granular
structure; very friable; few fine and medium woody roots; very strongly acid; clear
smooth boundary. (0 to 12 inches thick)
BtI--9 to 16 inches; pale brown (10YR 6/3) sandy clay loam; weak medium
subangular blocky structure; friable, slightly sticky, slightly plastic; few fine woody
roots; many fine and medium pores; many coarse faint light yellowish brown (IOYR
6/4) masses of iron accumulations; very strongly acid; clear wavy boundary.
Bt2--16 to 20 inches; brownish yellow (IOYR 6/6) sandy clay loam; moderate
medium subangular blocky structure; friable, slightly sticky, slightly plastic; few fine
and medium woody roots; many fine pores; few faint clay films on faces of peds; few
medium prominent reddish yellow (5YR 7/8) masses of iron accumulations; very

strongly acid; clear smooth boundary.
Bt3--20 to 30 inches; light yellowish brown (IOYR 6/4) clay; moderate medium
prismatic structure which parts to moderate medium angular blocky structure; firm;
very sticky, very plastic; few fine woody roots; common distinct clay films on faces
of peds; common medium prominent red (2.5YR 5/8) masses of iron accumulations
and gray (IOYR 6/1) iron depletions; very strongly acid; clear wavy boundary.
(Combined thickness of the Bt horizon is 15 to 50 inches.)
Btgl--30 to 41 inches; light gray (IOYR 7/1) clay; moderate medium angular blocky
structure; very firm, very sticky, very plastic; common distinct clay films on faces of
peds; many coarse prominent brownish yellow (IOYR 6/6) and few fine prominent
reddish brown (2.5YR 5/3) masses of iron ccumulations; extremely acid; clear wavy
boundary.
Btg2--41 to 47 inches; light gray (IOYR 7/1) clay; weak, coarse angular blocky
stucture; very firm, very sticky, very plastic; many medium prominent red (2.5YR
5/8) and few fine prominent yellow (IOYR 7/6) masses of iron accumulations;
extremely acid; clear wavy boundary. (Combined thickness of the Btg horizon is 0 to
24 inches)
BCg--47 to 57 inches; light gray (IOYR 7/1) silty clay; many coarse prominent dusky
red (2.5YR 3/2) mottles; weak coarse angular blocky stucture; very firm, sticky,
plastic; extremely acid; clear smooth boundary. (0 to 24 inches thick)
Cg--57 to 69 inches; light gray (10YR 7/1) fine sandy loam saprolite; many coarse
prominent dusky red (2.5YR 3/2) mottles; massive; firm; common medium distinct
yellow (IOYR 7/6) masses of iron accumulations; very strongly acid; clear smooth
boundary.
TYPE LOCATION: Durham County, North Carolina; 1.5 miles from Nelson on
Secondary Road 1973; northwest 1/2 mile on farm road, 50 feet south of road.
RANGE IN CHARACTERISTICS: Solum thickness ranges from 25 to 60 inches.
Depth to bedrock is more than 60 inches. Soil reaction ranges from strongly acid to
extremely acid throughout, except where surface layers have been limed. Rock
fragment content ranges from 0 to 5 percent by volume in the A and B horizons.
The A or Ap horizon has hue of 7.5YR to 2.5Y, value of 3 to 6, and chroma of 1 to 6.
Texture is dominantly sandy loam but includes loamy sand, coarse sandy loam, loam,
fine sandy loam, or silt loam. Where the soil is eroded, the Ap horizon is commonly

sandy clay loam, silty clay loam, or clay loam.
The E horizon has hue of 7.5YR to 2.5Y, value of 5 to 7, and chroma of 2 to 4.
Texture is dominantly sandy loam but includes loamy sand, coarse sandy loam, loam,
fine sandy loam, or silt loam.
The BE horizon, where present, has hue of IOYR or 2.5Y, value of 5 to 7, and chroma
of 4 to 6. Texture is sandy loam, sandy clay loam, loam, silt loam, or silty clay loam.
The Bt horizon has hue of 7.5YR to 2.5Y, value of 5 to 7, and chroma of 3 to 8. Some
pedons have iron masses in shades of red, yellow, or brown and iron depletions in
shades of yellow, brown, and gray. Texture is sandy clay loam, silty clay loam, clay
loam, sandy clay, clay, or silty clay. The upper Bt horizon is distinctly coarser in
texture and less firm in consistence than the lower Bt or Btg horizon.
The Btg horizon, where present, has hue of 7.5YR to 2.5Y, value of 5 to 7 and chroma
of 1 or 2. Iron masses in shades of red, yellow, or brown are present. It is sandy clay
loam, silty clay loam, clay loam, sandy clay, clay, or silty clay.
The BC horizon, where present, has hue of 2.5YR to 2.5Y, value of 4 to 8, and
chroma of 3 to 8 or is mottled in shades of these colors. Some pedons have
redoximorphic features in shades of red, yellow, brown, and gray. Texture is silty clay
loam, sandy clay loam, clay loam, sandy clay, or silty clay.
The BCg horizon has hue of 2.5YR to 2.5Y, value of 4 to 8, and chroma of 1 or 2, or
is neutral with value of 4 to 8. Some pedons are mottled in shades of these colors.
Redoximorphic features in shades of red, yellow, brown, and gray are common.
Texture is silty clay loam, sandy clay loam, sandy clay, clay loam or silty clay.
The C horizon, where present, has hue of IOR to 2.5Y, value of 3 to 8, and chroma of
3 to 8, or is multicolored or mottled in shades of yellow, red, white, gray, and brown.
Redoximorphic features in shades of red, yellow, brown, and gray may occur. It is
saprolite weathered from Triassic rocks such as fine grained sandstone, mudstone,
siltstone, or shale. Texture is silt loam, loam, sandy loam, fine sandy loam, sandy clay
loam, clay loam, silty clay loam, silty clay, or sandy clay.
The Cg horizon has hue of IOR to 2.5Y, value of 3 to 8, and chroma of 1 or 2, or is
neutral with value of 3 to 8, and may be mottled in shades of yellow, red, white, gray,
and brown. Redoximorphic features in shades of red, yellow, or brown may occur. It
is saprolite weathered from Triassic rocks such as fine grained sandstone, mudstone,
siltstone, or shale. Texture is silt loam, loam, sandy loam, fine sandy loam, sandy clay

loam, clay loam, silty clay loam, silty clay, or sandy clay.
COMPETING SERIES: Soils in the same family
are Annemaine, Beason, Cid, Craven, Do ue, Eulonia, Gritnev, Helena, Lignum, Nem
ours, Nevarc, Newco, Peawick, Rosenwall, Sacul, Ste, Vinita, and Wolftever. Soils
in closely related families
are Altavista, Brickhaven, Carbonton, Conasauga, Granville, Green Level, Polkton,
and White Store series. Altavista soils have less than 35 percent clay in the argillic
horizon. Annemaine, Conasauga, Sacul, Polkton, and White Store soils contain higher
clay content in the upper Bt horizon. Beason and Eulonia soils have low shrink -swell
potential. Brickhaven and Carbonton soils contain less clay and more silt in the
subsoil, In addition, Brickhaven soils
have depth to paralithic contact at 40 to 60 inches and Carbonton soils have depth to
paralithic contact at 20 to 40 inches. Cid soils have moderate shrink -swell potential
and a paralithic contact at depths between 20 and 40
inches. Craven, Do ue, Gritnev, Li _gnum, Nemours, and Wolftever soils have
moderate shrink -swell potential. Also, Beason, Craven, and Wolftever soils
commonly have less fine or coarser sand in upper Bt horizon. Granville soils lack low
chroma iron depletions within the upper 24 inches of the argillic horizon and have less
than 35 percent clay in the argillic horizon. Helena soils formed from residuum of
felsic to mafic, crystalline, igneous and high-grade metamorphic rocks. Nevarc soils
have slow permeability in the lower half of the Bt horizon. Newco and Stgpp soils
have colors in shades of red in the upper Bt horizon. Peawick soils formed in alluvium
and are not underlain by saprolite. Green Level, Polkton and White Store soils have
very firm and very plastic Bt horizons with slickensides. In addition, Polkton soils
have paralithic contact at 20 to 40 inches. Rosenwall and Vinita soils have a paralithic
contact at a depth of less than 40 inches.
GEOGRAPHIC SETTING: Creedmoor soils are on nearly level to moderately steep
slopes in the Triassic Basins. Rocks are of Triassic age. Slopes range from 0 to 15
percent. The soils have formed in materials weathered from fine sandstone, mudstone,
siltstone, shale, and conglomerate. Average annual precipitation ranges from about 45
to 55 inches, and mean annual air temperature ranges from 59 to 65 degrees F.
GEOGRAPHICALLY ASSOCIATED SOILS: In addition to the
competing Granville, Green Level, Polkton, and White Store series, these are
the MEodan, Peakin, Pinoka, and Wadesboro series. Mayodan, Pinoka and
Wadesboro soils do not have a seasonal high water table within 6 feet. Peakin soils
have a perched water table at 3 to 6 feet. In addition, Wadesboro soils have dark red
Bt horizons.

DRAINAGE AND PERMEABILITY: Moderately well drained and somewhat
poorly drained. Runoff is moderate; internal drainage is slow. Permeability is very
slow in the lower part of the Bt horizon.
USE AND VEGETATION: About one-third of the soil is under cultivation or in
pasture, and the remainder in forest of shortleaf and loblolly pine, oaks, hickory, and
gum. Common crops are tobacco, small grains, corn, cotton, and truck crops.
DISTRIBUTION AND EXTENT: The Piedmont of Virginia, North Carolina, and
possibly South Carolina. The series is extensive; the area is more than 100,000 acres.
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Raleigh,
North Carolina
SERIES ESTABLISHED: Prince Edward County, Virginia; 1950.
REMARKS: Diagnostic features and horizons recognized in this pedon are:
Ochric epipedon - The zone from the surface of the soil to a depth of 9 inches (A and
E horizons)
Argillic horizon - The zone from 9 to 47 inches below the surface (Btl, Bt2, Bt3,
Btgl, and Btg2 horizons)
Aquic feature - Iron depletions with chroma of 2 or less occurring in the 20 to 30 inch
subhorizon.
Horizon depths were modified 10/2021 to make certain soil description began at soil
surface.
ADDITIONAL DATA:
MLRA: 136
SOI-5 Soil Name Slope Airtemp FrFr/Seas Precip Elevation
NCO056 CREEDMOOR 0-15 59-65 175-200 45-55 300-450
SOI-5 F1oodL F1oodH Watertable Kind Months Bedrock Hardness
NCO056 NONE 1.0-2.0 PERCHED JAN-MAR >60
SOI-5 Depth Texture 3-Inch No-10 Clay% -CEC-
NC0056 0-9 SL FSL L 0-3 95-100 7-20 2-6
NCO056 0-9 LS COSL 0-3 95-100 4-20 1-6
NCO056 9-20 SCL CL SICL 0-3 95-100 20-35 4-8
NCO056 20-57 C SIC SC 0-3 95-100 35-60 7-13

NC0056 57-78 SL SCL SICL 0-5 95-100 5-35 1-8
NC0056 78-88 UWB - - - -
SOI-5 Depth -pH- O.M. Salin Permeab Shnk-Swll
NC0056 0-9 3.5-5.5 .5-2. 0-0 2.0-6.0 LOW
NC0056 0-9 3.5-5.5 .5-2. 0-0 6.0-20 LOW
NC0056 9-20 3.5-5.5 0.-.5 0-0 0.2-0.6 MODERATE
NC0056 20-57 3.5-5.5 0.-.5 0-0 0.0-0.06 HIGH
NC0056 57-78 3.5-5.5 0.-.5 0-0 0.0-0.06 LOW
NC0056 78-88 - - - -
National Cooperative Soil Survey
U. S.A.

LOCATION WHITE STORE NC+SC VA
Established Series
Rev. AG:JAK:DTA
O1/2006
WHITE STORE SERIES
The White Store series consists of deep, moderately well drained soils on Piedmont
uplands. They formed in residuum weathered from Triassic materials. Slopes range
from 2 to 25 percent. Mean annual precipitation is 42 inches and mean annual
temperature is 60 degrees F. near the type location.
TAXONOMIC CLASS: Fine, mixed, active, thermic Oxyaquic Vertic Hapludalfs
TYPICAL PEDON: White Store fine sandy loam --cultivated field. (Colors are for
moist soil unless otherwise stated.)
Ap--O to 6 inches; brown (IOYR 5/3) fine sandy loam; weak medium granular
structure; very friable; common fine roots; few quartz pebbles; moderately acid; clear
smooth boundary. (5 to 10 inches thick)
Bt--6 to 10 inches; strong brown (7.5YR 5/6) clay loam; weak medium subangular
blocky structure; firm, plastic, sticky; few fine roots; few faint clay films; few quartz
pebbles; strongly acid; clear wavy boundary.
Btssl--10 to 22 inches; yellowish red (5YR 5/6) clay; weak coarse prismatic structure
parting to moderate fine and medium angular blocky; very firm, very plastic, very
sticky; few fine roots, few slickensides; common distinct clay films on faces of peds;
common medium distinct reddish brown (2.5YR 4/4) and yellowish brown (1 OYR
5/6) masses of iron accumulations; very strongly acid; gradual wavy boundary.
Btss2--22 to 28 inches; yellowish red (5YR 4/6) clay; weak coarse prismatic structure
parting to moderate medium angular blocky structure; very firm, very plastic, very
sticky; common slickensides; few thin discontinuous clay films on faces of peds;
many medium distinct reddish brown (2.5YR 4/4) masses of iron accumulations and
light brownish gray (IOYR 6/2) iron depletions; very strongly acid; gradual wavy
boundary.
Btss3--28 to 35 inches; yellowish red (5YR 5/6) clay; weak coarse prismatic structure
parting to moderate medium subangular blocky structure; very firm, plastic, sticky;

common slickensides; few faint clay films on faces of peds; few flakes of mica; 5
percent by volume soft mudstone fragments; many coarse distinct streaks of reddish
brown (2.5YR 4/4) masses of iron accumulations and gray (IOYR 511) iron
depletions; very strongly acid; gradual wavy boundary. (Combined thickness of the Bt
horizons is 15 to 45 inches.)
BC--35 to 42 inches; yellowish red (5YR 5/6) clay loam; weak medium subangular
blocky structure; very firm, plastic, sticky; few flakes of mica; 10 percent by volume
soft mudstone fragments; many coarse distinct streaks of reddish brown (2.5YR 4/4)
masses of iron accumulations and gray (10YR 511) iron depletions; very strongly acid;
gradual wavy boundary. (0 to 10 inches thick)
C-42 to 53 inches; dark reddish brown (2.5YR 3/4) loamy saprolite with pockets of
clay; massive with relic rock structure; friable; few flakes of mica; 10 percent by
volume soft sandstone and mudstone fragments; yellowish brown (IOYR 5/4) masses
of iron accumulations and many coarse prominent gray (IOYR 6/1) iron depletions;
very strongly acid; clear boundary. (3 to 18 inches thick)
Cr--53 to 60 inches; weathered moderately fractured fine-grained sandstone and
mudstone.
TYPE LOCATION: Durham County, North Carolina; 1.0 mile north of Nelson, 75
feet west of Secondary Road 1959 at the intersection with Secondary Road 1969.
RANGE IN CHARACTERISTICS: Solum thickness ranges from 20 to 50 inches.
Depth to soft bedrock ranges from 40 to 60 inches. Depth to hard bedrock is more
than 72 inches. Thickness of the clayey Bt horizons having COLE of 0.09 or more
ranges from 20 to 50 inches. Content of rock fragments, mostly fine-grained
sandstone and mudstone, range from none to 15 percent by volume throughout the
soil. Flakes of mica range from none to common in the lower Bt horizon. Soil reaction
ranges from strongly acid to very strongly acid throughout the soil, except where
surface layers have been limed. Extractable aluminum is high (10 to 25 me/100g) in
the Bt horizon.
The A or Ap horizon has hue of 7.5YR to 2.5Y, value of 4 to 6, and chroma of 2 to 4.
It is sandy loam, fine sandy loam, loam, or silt loam. Eroded phases are clay loam,
sandy clay loam, silty clay loam, or clay.
The E horizon, where present, has hue of 7.5YR to 2.5Y, value of 4 to 6, and chroma
of 3 to 6. It is sandy loam, fine sandy loam, loam, or silt loam.

The BA or BE horizon, where present, has hue of 2.5YR to IOYR, value of 3 to 6, and
chroma of 3 to 8. Redoximorphic depletions with chroma of 2 or less are below the
upper 10 inches of the Bt horizon. Texture is clay loam, sandy clay loam, silty clay, or
silty clay loam.
The Bt horizon has hue of 2.5YR to IOYR, value of 3 to 6, and chroma of 3 to 8.
Redoximorphic depletions and concentrations in shades of red, brown, yellow, or gray
may be present. Redoximorphic depletions with chroma of 2 or less are below the
upper 10 inches of the Bt horizon. Texture commonly is clay, but thin layers of clay
loam, sandy clay loam, sandy clay, silty clay, or silty clay loam are permitted in the
upper and lower Bt horizons.
The Btss horizon has hue of 2.5YR to IOYR, value of 3 to 6, and chroma of 3 to 8
Redoximorphic depletions and concentrations in shades of red, brown, yellow, or gray
may be present. Redoximorphic depletions with chroma of 2 or less are below the
upper 10 inches of the Bt horizon. Texture is clay.
The BC horizon has hue of 2.5YR to 2.5Y, value of 3 to 6, and chroma of 3 to 8
Redoximorphic depletions and concentrations in shades of red, brown, yellow, or gray
may be present. Texture is sandy loam, loam, sandy clay loam, clay loam, silt loam,
silty clay loam, or clay.
The C horizon has hue of 2.5YR to 2.5Y, value of 3 to 6, and chroma of 3 to 8.
Pedons may be mottled in shades of these colors or contain mottles in shades of red,
brown, yellow, or gray. Texture is variable and ranges from loamy sand to clay
saprolite.
The Cg horizon, where present, has hue of 2.5YR to 2.5Y, value of 3 to 6, and chroma
of 1 or 2, or it is neutral with value of 3 to 8. Pedons may be mottled in shades of
these colors or contain mottles in shades of red, brown, yellow, or gray. Texture is
variable and ranges from loamy sand to clay saprolite.
The Cr horizon is weathered Triassic fine-grained sandstone, mudstone, siltstone, or
shale.
COMPETING SERIES: These are the Iredell and Polkton series in the same family.
Iredell soils formed in material weathered from diabase, diorite, gabbro, and other
rocks high in ferro-magnesium minerals. Polkton soils have a depth to paralithic
contact at 20 to 40 inches. Soils in closely related or similar families are
the Creedmoor, Enon, Green Level, Helena, Iredell, Pittsboro, and Vance series.
Creedmoor soils are very deep, have less than 35 percent base saturation, and have
redoximorphic depletions within the upper 24 inches of the argillic horizon. Enon

soils are very deep and well drained. Helena and Vance soils have less than 35 percent
base saturation and are very deep. Green Level has less than 35 percent base
saturation and has redoximorphic depletions in the upper 24 inches of the argillic.
Pittsboro soils have a paralithic contact at 20 to 40 inches.
GEOGRAPHIC SETTING: White Store soils are on nearly level to moderately
steep Piedmont uplands. Slope gradients are commonly 2 to 15 percent, but range
from 2 to 25 percent. The soils formed in residuum weathered from Triassic shale,
mudstone, siltstone, and sandstone. The mean annual temperature is 59 to 65 degrees
F. and the mean annual precipitation is about 40 to 50 inches.
GEOGRAPHICALLY ASSOCIATED SOILS: These are the
competing Creedmoor, Enon, Green Level, Iredell, Orange, Pittsboro,
and Polkton soils and the Granville, Mayodan, Peakin, and Pinoka soils. Granville
soils are fine -loamy and well drained. Mayodan and Peakin soils are well drained and
lack Btss horizons. Pinoka soils are well drained and fine -loamy.
DRAINAGE AND PERMEABILITY: Moderately well drained. Permeability is
very slow. Runoff is rapid, and internal water movement is very slow. This soil has a
perched water table at a depth of 1.0 to 1.5 feet during the winter and spring
USE AND VEGETATION: About two-thirds of the total area is in forest of loblolly
and shortleaf pines, oaks, hickories, and gums. The remainder is in cultivation and
pasture. Large areas of this soil have been taken out of row crop production because
of erosion. Common crops grown are small grains, corn, cotton, and tobacco.
DISTRIBUTION AND EXTENT: North Carolina, Virginia, and possibly South
Carolina. The series is extensive; the area is more than 100,000 acres.
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Raleigh,
North Carolina
SERIES ESTABLISHED: Anson County, North Carolina; 1915.
REMARKS: The type location description was modified based on field examination
and transect data collected 5/91.
Diagnostic horizons and features of this pedon are:
Ochric epipedon: the zone from the soil surface to 6 inches (Ap horizon).
Argillic horizon: the zone from 6 to 35 inches (Bt and Btss horizons).
S lickensides -presence of slickensides in the zone from 10 to 35 inches (Btssl, Btss2,

and Btss3 horizons)
Vertic feature: cracks within 50 inches of the soil surface that are 5 mm or more wide
through a thickness of 12 inches or more for some time in normal years, and
slickensides or wedge-shaped aggregates in a layer 6 inches or more thick that has its
upper boundary within 50 inches of the soil surface; or a linear extensibility of 2.5
inches or more between the surface and either a depth of 40 inches or a paralithic
contact, whichever is shallower
Oxyaquic feature: Saturation with water in one or more layers within 40 inches of the
surface in normal years for either or both 20 or more consecutive days or 30 or more
cumulative days.
ADDITIONAL DATA: McCracken. R. J.; Weed, S. B.; Goldston, E. F., Planosolic
Piedmont soils of North Carolina: I Morphology and Composition. Soil Science, ol.
98, No. 1, July, 1964. and
Griffin. R. W.; Buol, S.W.; Soil and Saprolite Characteristics of Vertic and Aquic
Hapludults Derived from Triassic Basin Sandstones. Soil Sci. Soc. Am. J. Vol. 52,
1094-1099 (1988).
MLRA = 136
TABULAR SERIES DATA:
SOI-5 Soil Name Slope Airtemp FrFr/Seas Precip Elevation
NCO059 WHITE STOR 2-25 58-65 160-220 40-50 240-450
SOI-5 FloodL FloodH Watertable Kind Months Bedrock Hardness
NCO059 NONE 1.0-1.5 PERCHED DEC -MAR 40-72 SOFT
SOI-5 Depth Texture 3-Inch No-10 Clayo -CEC-
NCO059 0-6 SL FSL 0-3 95-100 5-20 5-15
NCO059 0-6 L SIL
NCO059 0-6 CL C
NCO059 6-35 C
0-3 80-100 5-27 5-15
0-3 95-100 27-45 5-15
0-3 90-100 45-70 20-40
NCO059 35-53 SL L CL 0-3 85-100 12-40 5-20

NC0059 53-60 WB - - - -
SOI-5 Depth -pH- O.M. Salin Permeab Shnk-Swll
NC0059 0- 6 5.6- 6.0 .5-2. 0-0 0.6-2.0 LOW
NC0059 0- 6 5.6- 6.0 .5-2. 0-0 0.6-2.0 LOW
NC0059 0- 6 4.5- 5.5 0.-.5 0-0 0.06-0.6 HIGH
NC0059 6-35 4.5- 5.5 0.-.5 0-0 0.0-0.06 VERY HIGH
NC0059 35-53 4.5- 5.5 0.-.5 0-0 0.06-0.2 MODERATE
NC0059 53-60 - - - -
National Cooperative Soil Survey
U. S.A.

Attachment 2: Aerial Map Containing Soil Data

*Surface water and/or bad topo areas have not been officially evaluated for stream ID according to local regulatory requirements. This map is intended for preliminary purposes only and not to be used as a plat/survey or can it be assumed all streams are identified on this property.*

Avvr
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
Escobar—Hollyheights WWTS
Surface Drip
Owner Information:
Justo Escobar
2501 Hollyheights Drive
Durham, NC 27704
919-672-5432
[e-mail]
Property Information:
2501 Hollyheights Drive
Durham, NC 27704
Durham County
PIN: 0852-97-97-2760
PROFESSIONAL ENGINEER SEAL
FINAL DESIGN
NOT RELEASED FOR CONSTRUCTION
REV. ISSUED DATE DESCRIPTION
SHEET TITLE
Site Vap
DRAWN BY:
CREATED ON:
J. BANKS
03.31.2023
REVISED BY:
REVISED ON:
J. BANKS
07.21.2023
RELEASED BY:
RELEASED ON:
K. DAVIDSON
—
SHEET NAME:
ww-11
Scaled for 24"x36" Sheet

Appendix B
Updated Application Pages

DWR State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources
15A NCAC 02T .0600 — SINGLE-FAMILY RESIDENCE WASTEWATER IRRIGATION SYSTEMS
INSTRUCTIONS FOR FORM: SFRWWIS 06-16 & SUPPORTING DOCUMENTATION
The Division of Water Resources will not accept an application package unless all instructions are followed. Plans, specifications
and supporting documents shall be prepared in accordance with 15A NCAC 02L .0100, 15A NCAC 02T .0100, 15A NCAC 02T
.0600, 15A NCAC 18A .1900, Division Policies and good engineering practices. Failure to submit all required items may result
in the application being returned, and will necessitate additional processing and review time.
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit website
General — When submitting a non -discharge application to the Water Quality Permitting Section's Non -Discharge Permitting Unit,
please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these instructions
and checking the provided boxes will help produce a quicker review time by assisting the reviewer in locating the required materials
and potentially reducing the amount of requested additional information. Unless otherwise noted, the Applicant shall submit one on ig_nal
and at least two copies of the application and supporting documentation.
A. Cover Letter (All Application Packages):
® List all items and attached supporting documentation included in the application package, as well as a brief description of the
requested permitting action.
B. Application Fee (All New and Major Modification Application Packages):
® Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental
Quality (NCDEQ).
❑ The appropriate fee amount for new and major modification application packages may be found at: Standard Review Project
Fees.
C. Single -Family Residence Wastewater Irrigation Systems (FORM: SFRWWIS 06-16) Application (All Application Packages):
® Submit the completed and appropriately executed Single -Family Residence Wastewater Irrigation Systems (FORM:
SFRWWIS 06-16) application. Any unauthorized content changes to FORM: SFRWWIS 06-16 shall result in the application
package being returned. If necessary for clarity or due to space restrictions, attachments to the application may be made, as
long as the attachments are numbered to correspond to the section and item to which they refer.
❑ If the Applicant Type in Item L2. is a corporation or company, provide documentation it is registered for business with the
North Carolina SecretM of State.
❑ If the Applicant Type in Item L2. is a partnership, sole proprietorship, trade name, or d/b/a, enclose a copy of the certificate
filed with the Register of Deeds in the county of business.
® The facility name in Item IL2. shall be consistent with the facility name on the plans, specifications, agreements, etc.
® The Professional Engineer's Certification on Page 6 of the Single -Family Residence Wastewater Irrigation Systems (FORM:
SFRWWIS 06-16) application shall be signed, sealed and dated by a North Carolina licensed Professional Engineer.
® The Applicant's Certification on Page 6 of the Single -Family Residence Wastewater Irrigation Systems (FORM: SFRWWIS
06-16) application shall be signed in accordance with 15A NCAC 02T .0106(b). Per 15A NCAC 02T .0106(c), an alternate
person may be designated as the signing official if a delegation letter is provided from a person who meets the criteria in 15A
NCAC 02T .0106(b).
❑ If this project is for a renewal without modification, use the Non -Discharge System Renewal (FORM: NDSR) application.
D. Existing Permit (All Modification Packages):
❑ Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit modification
(i.e., compliance schedules, permit description, monitoring, permit conditions, etc.).
E. Property Ownership Documentation (All Application Packages):
® Per 15A NCAC 02T .0604(e), the Applicant shall demonstrate they are the owner of all property containing the wastewater
treatment, storage and irrigation facilities:
❑ Legal documentation of ownership (i.e., contract, deed or article of incorporation), or
❑ Written notarized intent to purchase agreement signed by both parties with a plat or survey map, or
❑ Written notarized lease agreement that specifically indicates the intended use of the property and has been signed by both
parties, as well as a plat or survey map. Lease agreements shall adhere to the requirements of 15A NCAC 02L .0107.
❑ Provide all agreements, easements, setback waivers, etc. that have a direct impact on the wastewater treatment, conveyance,
storage and irrigation facilities.
INSTRUCTIONS FOR FORM: SFRWWIS 06-16 & SUPPORTING DOCUMENTATION Page 1 of 4

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

H. Specifications (All Application Packages):
® Per 15A NCAC 02T .0604(c)(2), submit specifications that have been signed, sealed and dated by a North Carolina licensed
Professional Engineer.
® At a minimum, the specifications shall include the following items:
❑ Table of contents with each section/page numbered, as well as cross-referenced with the appropriate application items.
❑ Detailed specifications for each treatment/storage/irrigation unit, as well as all piping, valves, equipment (i.e., pumps, etc.),
nozzles/emitters, precipitation/soil moisture sensor, audible/visual high water alarms, liner material, etc.
❑ Site Work (i.e., earthwork, clearing, grubbing, excavation, trenching, backfilling, compacting, fencing, seeding, etc.)
❑ Materials (i.e., concrete, masonry, steel, painting, method of construction, etc.)
❑ Electrical (i.e., control panels, etc.)
❑ Means for ensuring quality and integrity of the finished product, including leakage, pressure and liner testing.
® Specifications shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY,
NOT FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the specifications
may be labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
L Engineering Calculations (All Application Packages):
® Per 15A NCAC 02T .0604(c)(3), submit engineering calculations that have been signed, sealed and dated by a North Carolina
licensed Professional Engineer.
® At a minimum, the engineering calculations shall include the following items:
❑ Hydraulic and pollutant loading calculations for each treatment unit demonstrating how the designed effluent
concentrations in Application Item V.1. were determined (Note: "black box" calculations are unacceptable).
❑ Sizing criteria for each treatment unit and associated equipment (i.e., pumps, etc.).
❑ Total and effective storage calculations for each storage unit.
❑ Friction/total dynamic head calculations and system curve analysis for each pump used.
❑ Manufacturer's information for all treatment units, pumps, irrigation system, etc.
❑ Flotation calculations for all treatment and storage units constructed partially or entirely below grade.
❑ Demonstrate the designed maximum precipitation and annual loading rates do not exceed the recommended rates.
❑ Demonstrate the specified auxiliary power source is capable of powering all essential treatment units.
❑ A properly completed and executed Single -Family Residence Loading Rate Workbook.
Site Map (All Application Packages):
® Per 15A NCAC 02T .0604(d), submit standard size and II x 17-inch site maps that have been signed, sealed and dated by a
North Carolina licensed Professional Engineer and/or Professional Land Surveyor.
® For clarity, multiple site maps of the facility with cut sheet annotations may be submitted.
® At a minimum, the site map shall include the following:
❑ A scaled map of the site with topographic contour intervals not exceeding two feet and showing all facility -related
structures and fences within the wastewater treatment, storage and irrigation areas.
❑ Soil mapping units shown on all irrigation sites.
❑ The location of all wells (including usage and construction details if available), streams (ephemeral, intermittent, and
perennial), springs, lakes, ponds, and other surface drainage features within 500 feet of all wastewater treatment, storage
and irrigation sites.
❑ Delineation of the compliance and review boundaries per 15A NCAC 02L .0107(i) and .0108.
❑ Setbacks as required by 15A NCAC 02T .0606.
❑ Site property boundaries within 500 feet of all wastewater treatment, storage and irrigation sites.
❑ All habitable residences or places of public assembly within 500 feet of all treatment, storage and irrigation sites.
K. Operation and Maintenance Plan (All Application Packages):
® Per 15A NCAC 02T .0604(f), submit an operation and maintenance (O&M) plan encompassing all wastewater treatment,
storage and irrigation systems that at a minimum shall address:
❑ How to perform routine inspections.
❑ A maintenance schedule.
❑ A troubleshooting guide.
❑ A layman's explanation of the wastewater treatment, storage and irrigation systems.
❑ A crop maintenance and management plan.
® Note a final O&M Plan may be submitted with the partial and/or final Engineering Certification required under 15A NCAC
02T .0116, however, a preliminary O&M Plan shall be submitted with each application package.
L. Operation and Maintenance Agreement (All Application Packages):
® Per 15A NCAC 02T .0604(h), submit a notarized Operation and Maintenance Agreement that has been signed and dated by all
deeded property owners.
INSTRUCTIONS FOR FORM: SFRWWIS 06-16 & SUPPORTING DOCUMENTATION Page 3 of 4

M. County Health Department Denial Letter (All New Application Packages):
® Per 15A NCAC 02T .0604(g), provide a written letter from the local County Health Department denying the site for all
subsurface systems.
N. Floodway Regulation Compliance (All Application Packages where any portion of the wastewater treatment, storage and
irrigation system is located within the 100-year floodplain):
® Per 15A NCAC 02T .0105(c)(8), provide written documentation from all local governing entities that the facility is in
compliance with Article 21 Part 6 of Chapter 143 of the General Statutes (i.e., § 143-215.51. through § 143-215.61.).
O. Threatened or Endangered Aquatic Species Documentation (All Application Packages):
® Per 15A NCAC 02T .0105(c)(10), submit documentation from the Department's Natural Heritage Program demonstrating the
presence or absence of threatened or endangered aquatic species within the boundary of the wastewater treatment, storage and
irrigation facilities.
❑ If the facility directly impacts such species, this documentation shall provide information on the need for permit conditions
pursuant to 15A NCAC 02B .0110.
P. Other Environmental Permits (All Application Packages that include stream or wetland crossings):
❑ Per 15A NCAC 02T .0105(c)(6), submit a copy of either the approved permit/certification or a letter from the appropriate
review agency acknowledging receipt of the application for the following applicable permits/certifications:
❑ Division of Water Resources' Water Quality Permitting Section — Wetlands 401 Certification
❑ US Amy Corps of Engineers South Atlantic Division — Nationwide 12 or Section 404 permit
❑ Per 15A NCAC 02T .0105(c)(6), this application shall be considered incomplete or the resulting permit may be issued
conditionally, if a pending issuance of any of the aforementioned permits/certifications directly impact the facility herein.
THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
By Courier/Special Deliverv:
512 N. SALISBURY ST.
RALEIGH, NORTH CAROLINA 27604
FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: SFRWWIS 06-16 & SUPPORTING DOCUMENTATION Page 4 of 4

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
L APPLICANT INFORMATION:
1. Applicant's name as appears on deed, contract or lease agreement: Justo Escobar
2. Applicant type: ® Individual ❑ Corporation ❑ General Partnership
3. Signature authority's name: Justo Escobar per 15A NCAC 02T .0106(b)
4. Applicant's mailing address: 2501 Hollyheights Drive
City: Durham State: NC Zip: 27704-
5. Applicant's contact information:
Telephone number: [phone] Fax number: (_) _-
IL FACILITY INFORMATION:
Title: Owner
Email Address: justoescobar22#,gmail.com
1. Facility name: Justo Escobar WWTS
2. Facility status: ❑ Existing or ® Proposed
3. Facility's physical address: 2501 Hollyheights Ave
City: Durham State: NC Zip: 27704- County: Durham
4. Wastewater Treatment Facility Coordinates: Latitude: 36' 01' 27" Longitude: -78' 47' 51"
Provide the following latitude and longitude coordinate determination information:
Datum: NAD83 Level of accuracy: Nearest second Method of measurement:
Aerial photography with ground control
5. USGS Map Name: National Geodetic Survey
III. CONSULTANT INFORMATION:
1. Engineer's name: Kevin D. Davidson License Number: 024582 Firm: Agri -Waste Technology, Inc.
Engineer's mailing address: 501 N. Salem Street, Ste 203
City: Apex State: NC Zip: 27502-2315
Telephone number: [phone] Fax number: [phone] Email Address: kdavidsonkagriwaste.com
2. Soil Scientist's name: Jeff Vaughan License Number: 1227 Firm: Agri -Waste Technology, Inc.
Soil Scientist's mailing address: 501 N. Salem Street, Ste 203
City: Apex State: NC Zip: 27502-2315
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. 00
Email Address: jvaughankagriwaste.com
❑ Minor Modification
and most recent issuance date:
3. Describe the origin of the wastewater and provide abrief project description: Residential single family dwelling
with AdvanTex pretreatment and surface drip disposal
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 .0114, explain how the total wastewater flow was determined:
Establishment Type
Flow Basis
Flow
Per Unit
Number
of Units
Flow
5 Bedroom SFR
gal/day
120
5
600 GPD
gal/
GPD
Total
600 GPD
6. Per 15A NCAC 02T .0105(c)(6), if the project includes any stream or wetland crossings, what is the status of the following
applicable permits/certifications?
Permit/Certification
Date �
Droved ate
Permit/Certification No.
Agency Reviewer
Submitted
A
Nationwide 12 or 404
Wetlands 401
7. What is the nearest 100-year flood plain elevation to the facility? 513' (BFE) feet mean sea level. Source: FEMA Flood MW
Number 3710974900K
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 average)
Prior to Stora e
Biochemical Oxygen Demand
350 mg/1
<10 mg/1
< 30 mg/1
BOD5
—
Total Suspended Solids (TSS)
200 mg/1
<10 mg/1
< 30 mg/1
Ammonia Nitrogen (NH3-N)
100 mg/1
<10 mg/1
< 15 mg/1
rFec;Coliforms
<100 per 100 nil
< 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(f), have any by-pass or overflow lines been provided? ❑ Yes or ® No
6. If any treatment, storage or irrigation systems are located within the 100-year flood plain, in accordance with 15A NCAC 02T
.0605(g), which systems are affected and what measures being taken to protect them against flooding?
7. In accordance with 15A NCAC 02T .0605(h), has an operation and maintenance planbeen submitted? ® Yes or ❑ No
8. In accordance with 15A NCAC 02T .0605(i), how will restricted access to the irrigation system be provided? Minimum Two:
Strand Fence
Are all treatment units and control panels locked to prevent entry? ® Yes or ❑ No
9. In accordance with 15A NCAC 02T .0605(i), do the designed irrigation loading rates (see Application Item VIL4.) exceed the
soil scientist recommended loading rates (see Application Item VIL3.)? ❑ Yes or ® No
10. In accordance with 15A NCAC 02T .0605(k), does the septic tank design adhere to 15A NCAC 18A .1900? ® Yes or ❑ No
FORM: SFRWWIS 06-16 Page 2 of 6

V. DESIGN CRITERIA AND SETBACKS —15A NCAC 02T .0605 & .0606 (CONTINUED):
11. In accordance with 15A NCAC 02T .0605(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: 6 GPM.
12. In accordance with 15A NCAC 02T .0605(m), has a minimum of five days of storage based on average daily flow between the
pump off float and inlet invert pipe been provided? ® Yes or ❑ No
13. In accordance with 15A NCAC 02T .0605(n), have all tanks containing pumps been provided with audible and visual alarms
that are external to any structure? ® Yes (Plan Sheet: WW-8 & Specification Page: Appendix H "Tanks and Risers" or ❑
No
14. In accordance with 15A NCAC 02T .0605(o), has a precipitation or soil moisture sensor been provided?
® Yes (Plan Sheet: WW-8 & Specification Page: Appendix H "Control Panel and Rain Sensor" or ❑ No
15. In accordance with 15A NCAC 02T .0605(p), has a minimum of 18 inches of vertical separation between the apparent seasonal
high water table (SHWT) and the ground surface been provided? ® Yes or ❑ No
16. In accordance with 15A NCAC 02T .0605(g), has a minimum of 12 inches of vertical separation between any perched seasonal
high water table (SHWT) and the ground surface been provided? ® Yes or ❑ No
17. In accordance with 15A NCAC 02T .0605(r), does the designed annual loading rate exceed 50 inches? ❑ Yes or ® No
18. Does the project comply with all setbacks found in the river basin rules (15A NCAC 02B .0200)? ® Yes or ❑ No
If no, list non -compliant setbacks:
19. Per 15A NCAC 02T .0606, verify setback compliance by providing the minimum field observed distance (ft) from the 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 Units
Any habitable residence or place of assembly under separate ownership or not to be
maintained as part of the project site
100'
124'
Any habitable residence or place of assembly owned by the Permittee to be maintained as
art of the project site
46'
Any private or public water supply source
205'
187'
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
205
187
Any property line
>50'
>50'
Top of slope of embankments or cuts of two feet or more in vertical height
N/A
Any water line from a disposal system
N/A
Any swimming pool
N/A
Public right of way
>50
Nitrification field
>50'
Any building foundation or basement
46'
20. Are any setback waivers proposed for this facility? ❑ Yes or ® No
If yes, in accordance with 15A NCAC 02T .0606(c), submit the appropriate setback waivers (FORM: NDWSW) that have
been notarized, signed by all parties involved and recorded with the County Register of Deeds. Waivers involving the
compliance boundary shall be in accordance with 15A NCAC 02L .0107.
FORM: SFRWWIS 06-16 Page 3 of 6

VI. WASTEWATER TREATMENT & STORAGE FACILITY DESIGN:
1. Type of treatment system: Septic Tank / Advantex
2. Provide the requested information for each treatment/storage unit and its associated mechanical equipment:
a. PRELIMINARY / PRIMARY TREATMENT (i.e., physical removal operations):
Treatment Unit
No. of
Units
Manufacturer or
Material
Dimensions (ft) /
Spacing s (in)
Volume
(al)
Plan Sheet
Reference
Specification
Reference
Septic Tank
1
Shoaf Precast Septic
10.5' x 5.5' x 5.83'
1500
WW-6
Sec. H-6.1
Select
Select
b. SECONDARY TREATMENT (i.e., physical, biological and recirculation processes):
Treatment Unit
No. of
Units
Manufacturer or
Material
Dimensions (ft)
Volume
al
Plan Sheet
Reference
Specification
Reference
Advantex Treatment
1
Orenco Systems, Inc.
8.5' x 5.17' x 6.0'
800
WW-6
Sec. H-6.5
Select
Select
c. DISINFECTION:
Treatment Unit
No. of
Manufacturer or
Dimensions (ft)
Volume
Plan Sheet
Specification
Units
Material
al
Reference
Reference
Ultraviolet
1
Orenco Systems, Inc.
3" Diameter
6 gpm
WW-8
Sec. H-6.5
Select
d. PUMP/STORAGE TANK:
Manufacturer or
Material
No. of
Units
Dimensions (ft)
Total
Voluame
Effective
Volume(gal)
Effective
Stdoarage
ys
Plan Sheet
Reference
Specification
Reference
Shoaf Tank
1
12. 5' x6. 5' x8. 86'
4000
3076.5
5.13
WW-6
See. H-6. 1
e. PUMPS:
Location
No. of
Pumps
Purpose
Manufacturer /
Type
Capacity
Plan Sheet
Reference
Specification
Reference
GPM
I TDH
Treatment Pod
1
Recirculation
Orenco Systems, Inc.
16.75
12.94
WW-8
Sec. H-6.4
Pump Tank
1
Field Dosing
Orenco Systems, Inc.
20.8
95.9
WW-8
Sec. H-6.4
f. BLOWERS:
Location
No. of
No.
Units Served
TManufacturer /
Type
Capacity
(CFM)
Plan Sheet
Reference
Specification
Reference
N.A
g. MIXERS:
Location
No. of
Mixers
Units Served
Manufacturer /
Type
Power
(h)
Plan Sheet
Reference
Specification
Reference
N.A
FORM: SFRWWIS 06-16 Page 4 of 6

VIL IRRIGATION SYSTEM DESIGN:
1. Are there any artificial drainage or water movement structures within 200 feet of the irrigation area? ❑ Yes or ® No
If yes, please explain if the Soil Evaluation addresses artificial structures and indicate if these structures are to be maintained
or modified:
2. What is the proposed cover crop? Grass
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/ r
Creedmore Sandy Loam
1
4-6 in (perched)
0.2
12.37
4. Irrigation System Information (Note — this table may be expanded for additional fields):
Area
Dominant
Designed
Designed
1
Latitude
1
Longitude
Waterbody
Field
(acres)
Soil Series
Rate
(DMS)
(DMS)
Stream Index
Classification
(RateR
in/hr)
( in/ r)
2
Creedmore Sandy
0.16 (not
12.37 (not
WS-II, HQW,
1
0.65
including
including
35° 55' 32"
-79' 10' 19"
16-41-2-2-(0.3)
NSW
Loam
blanking)
blanking)
0 I II
0 I II
0 I II
0 I II
Total
0.65
' Provide the following latitude and longitude coordinate determination information:
Datum: NAD83 Level of accuracy: Nearest second Method of measurement:
Aerial photography with ground control
2 For assistance determining the waterbody stream index number and its associated classification, instructions may be
downloaded at: hlWs://ncdenr.s3.amazonaws.com/s3fs-
public/Water%20Ouality/Aquifer%2OProtection/LAU/Agreements/W S CA%2008-13 . pdf.
Spray Irrigation Design Elements
Drip Irrigation Design Elements
Nozzle wetted diameter:
NA ft
Emitter wetted area:
6 ft2
Nozzle wetted area:
NA ft2
Distance between laterals:
3 ft
Nozzle capacity:
NA GPM
Distance between emitters:
2 ft
Nozzle manufacturer/model:
NA / NA
Emitter capacity:
0.61 GPH
Elevation of highest nozzle:
NA ft
Emitter manufacturer/model:
American Manufacturing
Coma n , Inc. / Bioline
Specification Reference:
N.A
Elevation of highest emitter:
357.5 ft
Specification Reference:
Appendix G & J
FORM: SFRWWIS 06-16 Page 5 of 6

Professional Engineer's Certification:
I Kevin D. Davidson, PE attest that this application for
(Professional Engineer's name from Application Item III.1.)
Hollyheights Residence WWTS
(Facility name from Application Item I1.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications, engineering
calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with this application package and its instructions, as well as all applicable regulations
and statutes. Although other professionals may have developed certain portions of this submittal package, inclusion of these materials
under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed design.
Note: In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date
Applicant's Certification per 15A NCAC 02T .0106(b):
I, Justo Escobar, Owner
����rt�CARO
Si�r�r�ri►rf
SEAL-vs1�i
WARS 9
(Signature Authority's name & title from Application Item 1.3.)
Hollyheights Residence WWTS
(Facility name from Application Item II.1.)
that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge of wastewater
from this non -discharge system to surface waters or the land will result in an immediate enforcement action that may include civil
penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if all required
supporting information and attachments are not included, this application package will be returned to me as incomplete. I further- certify
that the applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater- facility without
proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any
active compliance schedule, and do not have any overdue annual fees per 15A NCAC 02T .0105(e).
Note: In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: �e-�6� Date: 08/09/23
FORM: SFRWWiS 06-16 Page 6 of 6

Appendix C
Updated Engineering Drawings

Avvr
0 o Engineers and Soil Scientists
Agri -Waste Technology, Inc.
--s es cence WW S 0 501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
Project Locct*ion*. 2501 HoHyhe*Ights Drive LATowin and�
car unk rem "MaI Escobar-Hollyheights WWTS
Durham, NC 27704 Surface Drip
Owner Information:
Durham C o u n t y
Just Escobar
� 2501 Hollyheights Drive
b — Durham, NC 27704
919-672-5432
0852 9 9 2760 ,_ [e-mail]
ram'
Property Information:
2501 Hollyheights Drive
Durham Co Parce D 1 � 0 4 8 6 Durham, 27704
� Durham Coo unty
PIN: 0852-97-97-2760
Project Own ero J u s t o Escobar PROFESSIONAL ENGINEER SEAL
25M HoHyhe*Ights Drive
Durham, NC 27703
y``,*`r�xtt�rril�ff, f
S/4'._
919— 672— 5432
P 01 SEAL csZ`
- 024582 -
°u s t o e s c o b a r 2 2 @gm a° ° Com = ii_JJ rr.88
0
f rti
VICINITY MAP
Project Consu tant: Kevin Davidson
kdav*[e-mail]
FINAL DESIGN
Sheet n d e x NOT RELEASED FOR CONSTRUCTION
Agr*I—Waste n0�
REV. ISSUED DATE DESCRIPTION
Jeff VaughanSheet 1 o Cover Sheet
Sheet 2-0 Property Layout
jVaughcn@bagr*iwaste.com
Sheet 3° Treatment System Layout
501 N,, Street,
Sheet 4o Surface Dr*ipfie�dLayout
A
NC 27502Dr*ipfie�d Deta*i�
Pex9 Sheet 5o
(919)859— 0669 Sheet 6-0 Surface Dr'lp Deta*i Sheet #1
Sheet 7o Surface Dr° Deta* Sheet 2
919 2�� 19�0 Eaxp
Sheet 8o Surface D r* p Deta * Sheet # 3 SHEET TITLE
System Overv*iew*.
Sheet 9-0 Surface Dr°pDeta° Sheet 4 Surface Drip Sheet 10- Surface D r' p Notes
Cover Sheet
5 bedroom 9 600 a o n s per day DRAWN BY: CREATED ON:
J. BANKS 03,31,2023
Sheet 1 1 o Site M a
REVISED Y' REVISED EV SED B . ON.
Wastewater�rr*igat*ion System J. BANKS08.10.2023
RELEASED BY: RELEASED ON:
K. DAVIDSON -
SHEET NAME:

A%vr
Engineers and Soil Scientists
\
\
Technology, Agri -Waste Inc.
g gY,
50 1 N. Salem Street, Suite 203
\
\
\
\
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
\
\
Escobar— Hollyheights WWTS
/
i
Surface Drip
\ \ \ \ \ \
\ I
I
Owner Information:
\Justo
\ \ \ \ \
\ \ I
Escobar 2501 Hollyheights Drive
CD
\ \
o
\
\
o
_
Durham, C 27704
N
919-672-5432
1 1 I \ z \
\
[e-mail]
rn
CD
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\ chu o
\
/
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— -
Property Information:
2501 Hollyheights Drive
Durham, NC 27704
7- \
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Durham County
PIN: 0852-97-97-2760
/
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PROFESSIONAL ENGINEER SEAL
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NOT E LE S E D 0
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NO
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50' Property Line Setback
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100.05' — —
\ \ \
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SHEET TITLE
Property Layout
\ \ \ o
DRAWN BY:
CREATED ON:
�\
\
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\ \
J. BANKS
03,31,2023
REVISED BY:
REVISED ON:
� � — � \ ��
(� �
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/ \
0 \ \ \
BANKS
02.23.2024
� \
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- —
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\ \ \ \\ \
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RELEASED BY:
RELEASED ON:
0 60 1 0 \
\ \ 0 \
K I
DAVIDSON
-
Feet
.
SHEET NAME:
Scaled for 24"x36" Sheet
WW�2

Notes:
• Adj*ust tanks to meet site
constra'Mts.
• ST and PT to have burial
depth no greater than 36".
� Pos*It*1on Headworks un*lt over
PT It space perm'lts.
Line Legend
Line
Name
Size
Type
DL
Drain Line
4.0"
SCH
40
PVC
AFDL
AdvanTex Filter Drain Line
3.0
SCH
40
PVC
FSL
Field Supply Line
1.5"
SCH
40
PVC
FRL
Field Return Line
1.0
SCH
40
PVC
STRL
Septic Tank Return Line
1.0
SCH
40
PVC
ERL
Effluent Return Line
1.0"
SCH
40
PVC
HSL
Headworks Supply Line
1.0"
SCH
40
PVC
HL
Headworks Line
1.0"
SCH
40
PVC
COVPONENT LEGEND
Avvr
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
Escobar-Hollyheights WWTS
Surface Drip
Owner Information:
Justo Escobar
2501 Hollyheights Drive
Durham, NC 27704
919-672-5432
[e-mail]
Property Information:
2501 Hollyheights Drive
Durham, NC 27704
Durham County
PIN: 0852-97-97-2760
PROFESSIONAL ENGINEER SEAL
E S S
SEAL
024582 -
s
��i fop�IZIZ,f
-A7,1
FINAL DESIGN
NOT RELEASED FOR CONSTRUCTION
REV. ISSUED DATE DESCRIPTION
BV Ball Valve A AdvanTex Pod
\
S B Splice Box HW Headworks
w
\ \
\
ST Septic Tank Controlan
CP Panel
���, ���, ��,,
N
RT Recirculation Tank P PumpPT
Pump Tank UV UV Disinfection
-------__
E F E f f e n t ter
\
SHEET TITLE
u I I C 0 Cleanout
---
Treatment
— —
W E
c
System Layout
DRAWN BY: CREATED ON:
J. BANKS 03.31.2023
REVISED BY: REVISED ON:
J. BANKS 02.23.2024
RELEASED BY: RELEASED ON:
K. DAVIDSON -
SHEET NAME:
Scaled for 24"x36" Sheet
WW-3.

� p �i c' oAvvr
�Q)
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
`C xe -
i'Z
Q)
501 N. Salem Street, Suite 203
V
�� a
S C H 40 PVC Supply Line
Apex, North Carolina 27502
w wl.agri aste.com
8' o '�/,�/�)�'F-------
/ c/
�
x
u� s 4r
�• x
SCH 40 PVC Return Line
Escobar—Hollyheights WWTS
\
Surface Drip
• Air Re ief Valve
_ _
sT�
'6'
15' Building
Setback
M 0 U N D�
W Check Valve
B a V a v e
Owner Information:
Justo Escobar
2501 Hollyheights Drive
Durham, NC 27704
919-672-5432
........a:.w:§,.m..............
[e-mail]
PT
-
�
Property Information:
2501 Hollyheights Drive
Durham, NC 27704
PIN:am County
0852-97-97-2760
L 52: 76�Supp�y8c
ReturnLine Notes.-
\
�
.�
PROFESSIONAL ENGINEER SEAL
J
Supp�yand return ne route
s shown c a ty.Mcinifod
ZONE 1 ���_ ______________-
__ --; �, ��; --; \\ \\ \�
exam p e may befound on
0
WWT
CAR
-,
2 ,,���--_--
\ \\ \\F�owrcites
to be ver f ed at
SEAL -�
S ar upto ensure nS a e
9 ;\;\;\;; �_ ,;,,;\;,;\_\ �,�♦
\\\\\\\\\\\\ \\\\\\�
..�;��,.
ZONE 2
neS are adequate and no�
\\\ ZONE
add°t°on a air va ves are
_
o�\
\ \
re u red
FINAL DESIGN
NOT RELEASED FOR CONSTRUCTION
-__-__-__-___
-_ ♦`
\
Genera Drciinfie dLcyout_._REV.
ISSUED DATE DESCRIPTION
3S
------------�
------------------
_ \ \ \ \ \ \
------ ;, ;, '°. \ ZONE 4 \ \ \ \ \ \
----------- ------
.
--- \ .
\
SuLines
------
-__-__
\
r r e e f v a v e at top
of each zone.
ReturnLines
Checkvave9 baHvave9
and air re ief va ve
.O
c�Dripf'16dLayout
at topOf each zone.
SHEET TITLE
NOTE: Mound must be ca ref u
removed topreserve integrity of soy °
50'
Property Line Se
ff disturbed, Nankingmust be used.
DRAWN BY:
CREATED ON:
J. BANKS
03.31.2023
I`Q
�
REVISED Y:
EV SED B .
J. BANKS
R
REVISED ON.
02,23,2024
V�
?
Dripi n e to have 3 Spacing
RELEASED BY:
RELEASED ON:
��
I
K. DAVIDSON
—
. SHEET NAME.
oo
WW�4
Scaled for 24"x36" Sheet

�` 6 9
General Drainfield Layout:
Supply Lines
—Air relief valve at tor) of each
Return Lines
—Check valve, ball valve, and
at top of each zone.
DRIP LINE TO
16V
9
air
VANTAN 3' SPACING
zone.
relief
valve
I i 15' 13uildin
ST Setback
I I X25-RT
I I 0
- . e.....
Fence
--------------------
------------
.._. ZONE 1 .... ........._._...
SUPPLY MANIFOLD
._._ ZONE 3
._.. ................. RETURN MANIFOLD _._.__._........' .., -_;.
......... Feeding laterals 1-8 ._-...._....---...... .......---....
ZONE 1--------------
ZONE 3
SUPPLY MANIFOLD
ZONE 2.... .Feeding laterals 18-26 ,,
` SUPPLY MANIFOLD <y
Feedinglaterals �'
9-17
-----------------
---------------- ---- --
---------
ZONE 2
------------------------
RETURN MANIFOLD
---------------------------------------------------------------------
----- ---------------- ---------------- ---------------- ---------------- -----
RETURN MANIFOLD
--------------------------------------
------.__,
- ------ ------ �- ' 7-8---------------------------------
ZONE 4
�G SUPPLY MANIFOLD
Feeding laterals 27-35
li
50' Property Line Se
CD
C�
CD
0
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U)
a)
.C:
J
0
Q.
0
0
LO
Scaled for 24%36" Sheet
ZONE RETURN LINES TO BE AT SAME ELEVATION
AS DRIP TUBING TO PREVENT AIR —LOCKING
Avvr
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
Escobar-Hollyheights WWTS
Surface Drip
CHECK VALVE
AIR RELEASE VALVE
Owner Information:
(for multi —zoned
Justo Escobar
System)
AIR RELEASE VALVE DRIP Rite
2501 Hollyheights Drive
BALL
oR�R lURtRR
Durham, NC 27704
VALVE
0 fitt61 er Sp ��g
919-672-5432
[e-mail]
-----------------------------------------------------D
C-----------------------------------------------------
Property Information:
-----------------------------------------------------D
2501 Hollyheights Drive
Durham, NC 27704
-----------------------------------------------------D
C
Durham County
0
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — D
PIN: 0852-97-97-2760
w
-----------------
----------------------------------- -----------------
----------------------------------- ----------------
PROFESSIONAL ENGINEER SEAL
ZONE 1 SUPPLY __3_O.C. Loop
TYPICAL Connect;oo
COMMON RETURN
`�4ti�titi3111 i � rtirrry�r
• � SEAL �� • y�--vs�`�
= 024582 —
ra S C H 40 PVC Supply Line
—F- ----- SCH 40 PVC Return Line
• Air Relief Valve
►H Check Valve
111111116. Ball Valve
General Drainfield Notes:
1. 30 days prior to the installation, a grid of 10-30 borings shall be
taken across the proposed drainfield to determine areas where fill may
be necessary to maintain 12" separation from the SHWT.
2. Clear all trees less than 8" in diameter (measured at a height 3' from
soil surface) from the drainfield.
3. Vegetation that will re —grow from a cut stump shall be stumped or
pulled from the ground. Stumps shall not be pushed over. Remaining
stumps may be ground in place with "forestry cutter" or equivalent.
4. Drainfield area shall be raked of all leaves, pine straw, debris, etc. The
accumulated material shall be removed from the drainfield.
5. Mulching and seeding shall be done prior to laying out drip tubing. Seed
and straw drainfield as per project specifications.
6. Manifold supply and return lines shall be installed With a minimum of
18" cover.
7. Blanking shall be installed as necessary. A minimum of 9,466' of
emitter tubing is required. To account for potential blanking, the
dripfield layout considers 10,075'.
8. The manifold trenches shall be backfilled by hand in order to protect
tubing connections.
9. Drip line to have 3' spacing.
FINAL DESIGN
NOT RELEASED FOR CONSTRUCTION
REV. ISSUED DATE DESCRIPTION
SHEET TITLE
D ripfl le l d
Connection Deto'l
DRAWN BY: CREATED ON:
J. BANKS 03.31.2023
REVISED BY: REVISED ON:
J. BANKS 02.23.2024
RELEASED BY: RELEASED ON:
K. DAVIDSON -
SHEET NAME:
ww-5

SHOAF PRECAST SEPTIC INC,
MODEL: TS 1500 STB
NON TRAFFIC
1500 Gallon Septic Tank
4130 WEST US H�yY 64
LEXINGTON, NC 27295
PHONE (33s) 787-s82s
FAX [phone]
y�y��y. SH OAF P R E CAS T. C OM
SHOAF-1,500 SEPTIC TANK
STB-390 NON TRAFFIC
LIQUID CAPACITY-1,517 GALLONS/AIRSPACE-10"
TANK HEIGHT-70"
BOTTOM OF TANK TO CENTER OF INLET-61"
BOTTOM OF TANK TO CENTER OF OUTLET-59"
LENGTH TO �yIDTH RATIO-2 TO 1
SIZE OF INLET &OUTLET-4" PIPE
TYPE OF INLET &OUTLET-POLYLOCK OR EQUAL (MEETS ASTM C-923)
CONCRETE PSI-4000; TANK WEIGHT- 13,000 LBS.
REINFORCEMENT PER STATE CODE
126`
cNOTE-USE 24'
CAST -IN -PLACE 120`
ORENCO RISE
ADAPTER
6
4" INLET &
OUTLET BOOTS
ON ENDS ONLY
Lj
-TOP VIEW MEASUREMENTS
ARE TO MODEST DIMENSIONS
SCALE - N.T.S.
Cost in Ploce Orenco Riser Adopters
ASTIC SEALANT CONTINUOUS STATE
INLET BBER
ro. 126' OUTLET JOINT APPROVAL #
6" SHOAF-1500
120'
o STB-390
79` 39'
2
1p` AI+SPACE WATER LEVEL
VENT 2' VENT O
SLOT
57" 3`
TO BOTTOM OF 7 ` 6
59' 4" OUTLET 0 0 0 0
TO BOTTOM OF A-+ 5
INLET FLO�y
FLOW
THROUGH ' THROUGH
SIDE VIEW END VIEW
75' 35
116'
1. Septic tank to be approved by NCDHHS.
2. Leakage testing of tank is required. Allowable leakage must not exceed 1 % of tank
capacity per 24 hour period.
3. Documentation of tank testing shall be provided to certifying Engineer.
4. Tank risers to extend minimum of 6" above finished grade.
5. Final grading shall slope soil away from tank openings.
R
6`
ar..00 z4'
Rboeti
a2l
TOP VIES
SEPTIC TANK DETAIL (or equivalent
N.T.S. SOURCE: Shoaf Precast Septic, Inc.
3.5 "x 6.5' C CA
Treated Post
99
�J d. 2B
9>
4th� 40
Ground surface
4 FENCE DETAIL (or equivalent)
-5 Ni SOURCE: AWT, Inc.
20' (max)
)_.5 GC
umini�
once �
' C CA
Post
"`NOTE -USE 24"
CAST -IN -PLACE
ORENCO RISER
ADAPTER
50"
3-
3
NOTE: VARIOUS RISER
OPTIONS AVAILABLE
Orenco 24' Ore�co 24"
R'�ser BoseRiser Bose /
Lid Lia
24 24
MODEL: MS NON —TRAFFIC 4000 PT
NON TRAFFIC MID SEAK1 PUMP TANK
SHOAF PRECAST SEPTIC INC.
4130 WEST US HN/Y 64
LEXINGTON, NC 27295
PHONE [phone]
FAX [phone]
[e-mail]
VvWW.shoafprecost.com
— NC APPROVAL/: PT-2106
— LIQUID CAPACITY — 4,219 GALLONS
— GALLONS PER INCH — 43.95
— PIP PENETRATIONS —(MEETS ASTM C-923)
— CONCRETE — 5000 PSI ON
— TANK WEIGHT — 20,800
— TOP — 10,400#/
— BOTTOM — 10,400#
— REINFORCEMENT PER ENGINEER SPECS
— 141" BUYTL SEALANT CONTINUOUS
102"
AX25 800 gal. Recirc. Tank -Top View
vcnr
FinalDlscharge
Timer Settings
# of Cycles/day
96
cycles/day
Cycle Volume
19.7
gallons
Cycle Run Time
0.87
minutes
Cycle Off Time
14.13
minutes
Recirc Pump
Va2tll 7/eriCnmm`'
Control Panel
Control Panel Detail
,Vol,To Scale
Splice Bor
-Discharge
LiquidGevel
Invert
(3.5' from Battom;
ofTankJ
Discharge Detail
Nor To Scale
Start-up And Service To Be Performed By
An Advan Tex Trained Service Provider
AlAf r
Discharge
(see derail
S" Exterior Invert
"is Actual Invert
)utict, sec detail)
1 . Pum tank to be approved b NCDHHS or Engineer. W L,nE '
P Y Orenco Rey„r.
2. Leakage testing of tank is required. Allowable leakage must not exceed 1 % of tank o.z,.,(ryp) PzampSysrem
capacity per 24 hour period.
3. Documentation of tank testing shall be provided to certifying Engineer. AX25 800ga1. Recirc. Tank -Side View Discharge Chamber -End View
4. Tank risers to extend minimum of 6" above finished grade.
5. Final grading shall slope soil away from tank openings.
PUMP TANK DETAIL (or equivalent tank with 1-d
N.T.S. SOURCE: Shoaf Precast Septic, Inc.
HORIZONTAL LINE/END DETAIL
emeraencv storage
it
/or
e/toenail
I�IU I L: I- our strands are recommended Tor the
perimeter fence. At a minimum, 2 strands must be
installed. Fence wire shall not be stapled to trees
AX25-RT UV ADVANTEX TREATMENT SYSTEM -FOR ILLUSTRATION ONLY
N.T.S. SOURCE: Orenco Systems, Inc.
Back fill
with natural
material to 24" (typ)
surface I
I I I f
Back fill
with ,�78
to midseam
Fiberglass
Reinforced
Beam -
AX-RT AdvanTex Anti-Buoyan
N.T.S. SOURCE: Orenco Systems, Inc.
024582
Beams
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
Escobar— Hollyheights WwTS
Surface Drip
OWner Information:
Justo Escobar
2501 H011yheights Drive
Durham, NC 27704
919-672-5432
[e-mail]
Property Information:
2501 Hollyheights Drive
Durham, NC 27704
Durham County
PIN: 0852-97-97-2760
PROFESSIONAL ENGINEER SEAL
_ SEAL
ir��j� . �ISI�'I�'lE�•�,.'C.���
FINAL DESIGN
NOT RELEASED FOR CONSTRUCTION
REV. ISSUED DATE DESCRIPTION
SHEET TITLE
Surface Drip
Detail Sheet # 1
DRAWN BY: CREATED ON:
J. BANKS 03.31.2023
REVISED BY: REVISED ON:
J. BANKS 08.10.2023
RELEASED BY: RELEASED ON:
K, DAVIDSON —
SHEET NAME:
WW-6
NOT TO SCALE
Fiberglass
Reinforced
Beam -
AX-RT AdvanTex Anti-Buoyan
N.T.S. SOURCE: Orenco Systems, Inc.
024582
Beams
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
Escobar— Hollyheights WwTS
Surface Drip
OWner Information:
Justo Escobar
2501 H011yheights Drive
Durham, NC 27704
919-672-5432
[e-mail]
Property Information:
2501 Hollyheights Drive
Durham, NC 27704
Durham County
PIN: 0852-97-97-2760
PROFESSIONAL ENGINEER SEAL
_ SEAL
ir��j� . �ISI�'I�'lE�•�,.'C.���
FINAL DESIGN
NOT RELEASED FOR CONSTRUCTION
REV. ISSUED DATE DESCRIPTION
SHEET TITLE
Surface Drip
Detail Sheet # 1
DRAWN BY: CREATED ON:
J. BANKS 03.31.2023
REVISED BY: REVISED ON:
J. BANKS 08.10.2023
RELEASED BY: RELEASED ON:
K, DAVIDSON —
SHEET NAME:
WW-6
NOT TO SCALE

HEADWORKS E30X #1
1* Street e1boW
ss ( 045,
*Minimum length into bottom
Pipe/Coupling or Per Manufocturer's of 1* Unionj
Specifications
1.25* r'_ PT Length=10d* 1.25) �45' Soc x spig
D1sc�.arge I
/ street elbow
�Casket Gasket/
So
3/4` SCH 80 1* Flex PVC 1" Street e1boW
Zunion
W/ Bushing FloWmeter Bushing
3/4` Union (®I Valve
45' into bottom
of spin clean
fit f er j
1` Unions
Pipe/Coupling Gasket
\
` r 1" Union Valve
To Hwdwvk3 125* 1 ` Gasket +
/2 Length=5d*
Gasket
SCH 80 SCH 80 �— —
Union 1.5 Spin Union Pipe/Coupling Plpe/Coupling
W/ Bushing Clean Filter W/ Bushing 1* PVC Wye
1 ` Pipe
TOP LAYER BOTTOM LAYER
Note: Supply line penetrations to be at least 18" below top of box
HEADWORKS BOX #1 - TOP VIEW
N T_S_ (or equivalent)
C
BALL
VALVE
7nK'c RETURN LINES TO L) AT SAME ELEVATION
DRIP TUBING TO PREVENT AIR —LOCKING
RELEASE VALVE
HEADWORKS BOX #2
From
Heod*orks y1
1
To Drainfield
Gasket
1.25" y To Drainfeld
1,25" -To Drainfield
Gasket
1.25" -To Drolnlleld
1 Pipe/Coupling
1.25" (Union 1" Solenoid 1'25"
V01Ve Union
Nipple Nipple
the the
Note: Return line penetrations to be at least 18" below top of box
AIR RELEASE VALVE Perc—Rite
DRIP TUBING
0.61 GPH Cd 24"
Emitter Spacing
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- -- -- -- -- -- -- --
---------------------------------------------
-----------------------------------------------------
---------------------------------------------
- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
---------------------------------------------
- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
---------------------------------------------
- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -
----------------------------------- ----------------
9
1PPLY _—_O.C. Loop
TYPICAL Connection
COMMON RETURN
TYPICAL TOP -FEED MANIFOLD CONFIGURATION i
N.T.S. (or equivalent)
r illustration only)
HEADWORKS BOX #2 - TOP VIEW
N.T,S, (or equivalent)
DRIPLINE
r(3 MINIMUM
DRIPLINE
*NO BLANK DRIPLINE REQUIRED ON 3' SPACING
DRIP LINE LOOP DETAIL
N.T.S. (or equivalent)
FLEXIBLE PIPE
BACKFILL
1211
SEPARATION
I "t
X/\ 10\4*ADLI
TRENCH
BOTTOM
SUPPLY AND RETURN LINE CONNECTION DETAIL
N.T.S,
NOT TO SCALE
18 Minimum
Cover over
Supply nne
Return Cne
3 AIR RELEASE VALVE DETAIL
�V�V-7 N T_S_
ADAPTER
DRIPLINE
USE TRENCH SIDES TO
SUPPORT FLEXIBLE PIPE
PVC TEE'S ON SUPPLY
& RETURN MANIFOLDS
(ROTATED AT -45°)
VALVE BOX
A ir/Vcl CCU nn
w/Schroder Vdve
(Symbd on
Drciw*�ng)
DRIPPER LINE
FINISHED GRADE —7
PVC PIPE -/ rrigrrirr rr
r
PVC TEE
EARTHEN DAM IN TRENCH
TO PREVENT FLOW ALONG
FLEX PVC LOOP
TYPICAL DRIP LINE INSTALLATION
N.T.S.
FLEXIBI
(GLUED INTO MAN
PVC REDUCING TE
(ROTATED TO -45
ANIFOLD
A%VT
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
Escobar—Hollyheights WWTS
Surface Drip
Owner Information:
Justo Escobar
2501 Hollyheights Drive
Durham, NC 27704
919-672-5432
[e-mail]
Property Information:
2501 Hollyheights Drive
Durham, NC 27704
Durham County
PIN: 0852-97-97-2760
PROFESSIONAL ENGINEER SEAL
&W11ill++riff.
C d R0�fyf�,
SEAL
024582 =
c fi
:mac
FINAL DESIGN
NOT RELEASED FOR CONSTRUCTION
REV. ISSUED DATE DESCRIPTION
SHEET TITLE
Surface Drip
Detail Sheet #2
DRAWN BY: CREATED ON:
J. BANKS 03.31.2023
REVISED BY: REVISED ON:
J. BANKS 02.23.2024
RELEASED BY: RELEASED ON:
K. DAVIDSON —
SHEET NAME:
WW�7

*NOTES
Install Sampling Spigot With Pump Tank Discharge Line,
Install Headworks Riser(s) over top of pump tank if space permits (see WVV3).
-AII risers to extend 6" above finished grade.
System piping and conduit to maintain 18" cover (except where noted).
4"x6" Support Post
Bury 36" min in
natural soil.
Control Panel
24" above ground
M1 1 (min.)
Rain Sensor
A%vr
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
Vent AII 6" above ground Riser or Box 6" above ground
Ball Valve (2) 6" above ground Safety Net with Safety Net with surface Enclosure surface Escobar- Holly WWTS
Safety Net with Safety Net with 4 surface Quick Disconnect Quick Disconnect J
Quick Disconnect Quick Disconnects AdvanTex Splice Box Conduit
One Piece AX25-RT Unit 18" burial Splice Box Splice Box Surface Drip
Riser or LB or LB
orks
6" above ground Cast In Place
surface Riser Adapters Clean, Tamped Slope soil away Headwt Head 't
P from unit p, Unit Unit
Backfill - - �� ��j�� ,� A (Spin Filter, (Supply Valves) �rler Information:
I I=III= _ /// //// , a- Flow Meter, Justo Escobar
Undisturbed ERL STRL = = 1 Return Valve
p 18" Min. 18" Min. 2501 Hollyheights Drive
Clean, Tamped Clean, Tamped � Clean, Tamped 18" Min. ( 18" Min.
Earth Clean, Tamped Backfill Backfill Backfill p Backfill �. Durham, NC 27704
4" Sch 40 PVC 4° Sc�O PVC Return i 8onburtal w Assembly To Drain 919-672-5432
gavel gavel [e-mail]
Line I I -� Field
-III-I 000000a ---------------------
o°o°o°o Cast In Place Cast In Place Property Information:
00o0o�o 3" Sch 40 P�Discharge Line Riser Adapter Riser Adapter 2501 Holl hel hts Drive
00000Va = _ _ - _ _ _ _ =1 I I=1 = _ _ _ = Durham, NC 27704
Baffle - o°o°o°o o�o�o�o� _ _ _ _ _ _ _ _ _ = Undisturbed
= Durham County
Compacted
Holes i -1 I I-i I I aaaaaaa aaaaaaaa = _ - - - - - - - - -Earth - - - - - PIN: 0852-97- 97-2760
o�o�o� o°o°o°o° -_ -�-�
Undisturbed QOQOQo aaaaaaaa = _ _ _ - PE/TWA 76"
Effluent Earth to �UOVOU 00000000 _ _ -
Filter Support Pipe o0o010 o�o�o�o 11 -
1500-gal. Baffled Septic Tank (FTP 0854-36-NC) - - - - - - ` :' TE 26° III-III-III-� �-III-III-III-III-III-III
#78 Graver a°a°a°a °�°�°�°� __ __ __ __ UV Unit
6" (min) Gravel Bed 6" (min) Gravel Bed I �- -I I LWAyRO 18"
-III-1 I I-1 I I -I I I
I_ - Recirculation
�
PROFESSIONAL ENGINEER SEAL
Transfer Line Compacted Backfll *AII Float Distances Referenced
#57 Gravel = RecirculationRecirculation
Pump Vault from Interior of Tank Floor
Return Valve
Undisturbed Earth Undisturbed Earth
4000-gal. Pump Tank
6" (min) Gravel Bed
-'' I=1 I I
Undisturbed Earth
SYSTEM PROFILE VIEW
-g NTS SOURCE: Agri -Waste Technology, Inc.
Septic Tank
AdvanTex EST Bed
Bump Tank
Drainli-i Invert EL at house (assumed)
358.5G
ft
H-1pe Length from ST outlet
9. 00
ft
Pipe Slope to P Limp Tank
1. 00%
Pipe Le �i Ith to Septic Tank
30.
00
ft
IPipe Slope from ST to Pod
+1. %
Pipe Length
15.00
ft
Slope of Pipe to Septic Tank
7. %
Ground Surface at Pod
358.00
ft
Elevation at I nIIet Invert
354.74
ft
ro , id ,i i-face at Septic Tank
358.25
ft
iE posed Height of Pod
2. G
ill
D ista.ic e to Inlet I invert From Exterior Top (Located in Inlet Riser)
.0
in
Cover over Septic Tank
1
.0
in
0.17
ft
0.25
ft
1.00
ft
Elevation at top of Hod
353.17
fit
Elevation at top of Hump Tank
354.49
ft
Elevatio.i at top of Septic Tay 1 Exterior)
57.
ft
Extension Collar Height
0
i11
Ground Surface at Hump Tank
357.25
ft
G ista -1c e to 11et Pell from top
0.
92
ft
0.000
ft
Cover over Hump Tank
33.1
'111
Elevation at Inlet inve it
356.33
ft
(Distance to Inlet invert from top
2.15
ft
2.76ft
Distance to Outlet inve it from Top
1.
0 -
ft
(Elevation at Inlet invert
356.02
ft
External Tank Helaht
8.67
ft
Elevation at Outlet Inve Il
356.17
ft
D11stan, ce to Outlet Invert from top
3.27
ft
Exterior Bottom of Tank EL
345.83
ft
External Height of Septic Tank
E
. 8. 3'
ft
Elevation at Outlet Invert
354.89
ft
Tale. Bottom Thickness
4.0
in
External Bottom of Tank Elevation
351.42
ft
Height of Hod
72.0
in
Elevation at Tank Floor
346.16
ft
Gravel Bed Thickness
6. ILA
In
(with Extension)
6.OG
ft
Elevation at Pump (- P' off floor)
346.66
ft
Bottom of Excavation Elevation
35G.9
ft
Exterior Elevation at Pod Bottom
352.17
ft
Gravel Eked Thickness
6.0
in
Hod Bottom Thickness
0.21
ill
Bottom of Excavation Elevation
345.33
ft
Interior Elevation of Hod Floor
352.18
ft
Gravel Bed Thickness
6.0
i11
Bottom of Excavation Elevation
351.67
ft
Riser Heights (appro.)
AdvanTex RT Pod Float Settings
Pump Tank Float Settings
Septic Tank 1.5 ft
Height from
Height from
1 in
EIev. (ft)
TaIn Floor (in)
Elev. ft
Tank
Floor (in)
Pump Tank 33ft
Low Water.iRedundant Off
354.52
28
Low Water Redundant Off
347.66
1
. , in
Pump Override
355.60
41
Timer Enable
348.33
High Water Alarm
355.73
4 2.
Peak Enable /High 'Water Alarm
352.49
7
z SYSTEM ELEVATIONS
-g SOURCE: Agri -Waste Technology, Inc.
NOT TO SCALE
4h41�ti5{llCAP
llllllllirllrf
06
g4pF E5 SIp
i
SEAL
- 024552 _-
FINAL DESIGN
NOT RELEASED FOR CONSTRUCTION
REV. ISSUED DATE DESCRIPTION
SHEET TITLE
Surface Drip
Detail Sheet #3-
DRAWN BY: CREATED ON:
J. BANKS 03.31.2023
REVISED BY: REVISED ON:
J. BANKS 08.10.2023
RELEASED BY: RELEASED ON:
K. DAVIDSON -
SHEET WE
WW�8

FLOW DIAGRAM
N.T.S. SOURCE: AWT, Inc.
90° Elbow
Reducing
Tee
Pump Tank
Outlet Riser
Safety Net
Pressure —Rated
Flexible Pipe
Camlock Fitting
Fw/ Coupling
Ground Surface
90° Elbow
Ball Valve
Dea
1 022" Pump
Discharge hne
1 " Spigot
Grommet
90` Elbow
Note- AH components to 0e 1 0299
SCH40 PVC except where noted,
DISCHARGE ASSEMBLY
N.T.S. SOURCE: AWT, Inc.
0
I I
I I
min 3'
Support
Concrete Support
Pad 18"x18"x4"
I I
Strap
000QO
° I
0
°
0 °oo
°°°°°
24„
0
`= a
oOQoo
oo°o�
MIN. COVER
, 0 I
Geotextile ; a
oQpOo
°ooQo
ravel
Fabric o °
o
rain Hole,
0 I
00000
0
SupplyLine
0 lk
0 -^
--\--
I I
Galvanized
4"x4" Treated Pos
Elbow
48" burial (min) I I
I I
I I
I I
pep FRESHWATER SPIGOT DETAIL
-9 N T-S_ SOURCE; AWT. Inc.
Zol`i e. P
La Le i a N
1"L - o m
Run
Le-nillyth.
Ift)
Lateral
Lanptn Jft
Zone
Lengtri
1
1
274
2402
2
.91
Is
2
4
95
�.
5
97
6
M
7
1102
8
102
au
I
ion=
12
L1I_
1:3
102
306
14
102
is
1012
6
16
102
6
17
1012
1'a
1012
7
19
1012
•306
20
102
21
1012
a.
22
1012
306
23
102
24
102
g
25
102
262
101
27
101
10
2d
2,94
20
68
30
.97
11
31
96
285
32
95
33
94-
12
1
3S
4-1
36
.oil
13
37
89
14
40
.87
Z58
41
86
42
55
15
4a
as
3
44
94
45
84
116
46
245
47
81
+4EL
81
49
80
61
76
6 ZONE SUMMARY
_9 N,T.S, SOURCE: AWT, Inc.
Install Safety Net in Each Access
Riser that does not contain an
Inner Lid
Install Safety Net Below End Riser Rib
Riser
Rubber Washer, Wall
Flat Washer, &
Cap Nut or Lock Safety
Nut p Net
Riser Threaded Eye
Wall
l l
Hydraulic Cement-
tart MA320 (or
yyt v equivalent)
Cast — In — place
,:���,:::�:'.• Riser Adapter
Top of Concrete Tanker
NOTE: Install 4 Ring Clamps if
8" (or larger) Filter is Used
pap RISER & SAFETY NET
-9 N T_S_ SOURCE; AWT, Inc,
RISER INSTALLATION INSTRUCTIONS:
1. Prep Adopter Channel & Riser
1.1. Roughen the bonding surfaces of
the adopter and riser With
sandpaper.
1.2. Use a clean cloth and acetone or
alcohol to clean the bonding
surfaces of the adopter and riser.
The bonding surfaces must be
clean and dry for a good fit and
Watertight joint. Let the acetone
or alcohol dry completely.
2. Apply Adhesive
2.1. Apply a bead of methocrylote
adhesive to the outside of the
odopter. One 7-oz pocket of
MA320 adhesive is typical for one
24" riser.
3. Install Riser
3.1. If the riser has penetrations, align
the riser correctly.
3.2. Firmly press the riser onto the
adopter until the bottom of the
riser is resting on the concrete
(cost-ii adopters) or the adopter
flonge (bolted -doyen adopters).
Twist the riser bock and forth
slightly to fully seat it on to
ng create a good bond.
3.3. Apply a bead of methocrylote
adhesive to the inside of the
access riser-odopter joint.
3.4. Use a tongue depressor, putty
knife, or clean cloth to make a
continuous fillet on the inside of
the access riser-odopter joint.
3.5. Apply hydraulic cement to bond
outer riser Wall and top of tonk.
4. Ensure safety net and inner lid are in
Eye Bolt place and secured.
FOR RISER MALL PENETRATIONS
Grommet Size, Inches
(Nominal IPS Pipe Size)
Hole So* Size,
Inches
1/2
1
3/4
1 1/4
1
1 9/16
1 1 /4
1 3/4
1 1/2
2 1/8
2
2 3/4
3
3 7/8
4
5
3
76
2662
51
76
76
1=
76
79
56
76
304
57
76
58
76
59
76
21D,
613
76
304
61
76
62
76
63
21
6-
76
304
65
76
IM
76
67
76
22
68
76
304
6-9
76
70
76
71
76
23
31 a
73
1 156
24
74
156
309
7'5
152
76
14225
276
7'7
134
26
78
126
7-,)
1_2
4
L7
, A
2-1591115
81
112
-8
1 13�
284
83
134
r
279
as
1
W
86
76
304
97
76
N
76
IN
76
31
90
76
So-I
91
76
71
93
76
�
91
1 76
304
9=
76
96
71
97
76
98
76
304
9�
76
Im
76
Ill
76
34
'1I�
76
304
76
IN
76
105
715
106
76
08
76
M
7
NOT TO SCALE
4X6 TREATED POST
RAIN SENSOR MOUNT PANEL DIRECTLY
CONTROL TO POSTS OR TO ALUMINUM
PANEL PLATE (GRIND OFF
SINGLE 0 00 0 PROTRUDING SCREWS)
CONDUIT
(no splices)
CONDUIT 2X4 TREATED - SECURE
WITH 4 - 3" DECK SCREWS
SUPPORT PER POST
RISER OR 2' (min.)
CORRUGATED
PIPE
...........�F.._............''''''\..''''''\'....'''''L'''1'........._J;.'''''7'''''t�....'i....F..''''''F. •F........................_...
�00 I °�\/ / GRAVEL
COVER CONDUIT, �ipipi° °
11 \�/\/ o° °o° i &
MINIMUM 18\!��° °\� \ \�
TO PUMP TANK TO HEADWORKS
TO POWER SOURCE
CONTROL PANEL DETAIL
N.T.S. SOURCE: AWT, Inc.
Total =
Min. Required =
Blanking
10,075
91466
6m43%
AVVT
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
Escobar—Hollyheights WWTS
Surface Drip
Owner Information:
Justo Escobar
2501 Hollyheights Drive
Durham, NC 27704
919-672-5432
[e-mail]
Property Information:
2501 Hollyheights Drive
Durham, NC 27704
Durham County
PIN: 0852-97-97-2760
PROFESSIONAL ENGINEER SEAL
V
SEAL
024182
ma's:
7,I 2,5 ZaL`#'
FINAL DESIGN
NOT RELEASED FOR CONSTRUCTION
REV. ISSUED DATE DESCRIPTION
SHEET TITLE
Surface Drip
Detail Sheet #4
DRAWN BY: CREATED ON:
J. BANKS 03.31.2023
REVISED BY: REVISED ON:
J. BANKS 02.23.2024
RELEASED BY: RELEASED ON:
K. DAVIDSON —
SHEET NAME:
ww-q

INSTALLATION NOTES
1. Boundary and Topographical information taken from Plat Map and GIS Mapping. If actual site
conditions vary from those shown on plans, contact Engineer before moving forward.
2. Drip field to be 100' from any off -site residence, 100' from any well, 15' from on -site
residence or building foundation, 100' from any surface Water, and 50' from any property line
(unless otherwise indicated). Treatment tanks to be 15' from any on -site residence or building
foundation, 100' from any well, and 50' from any surface Water. Verification of these setbacks to
be performed by contractor.
3. Pre -construction meeting to be held with Certified Installer prior to any construction activities.
4. Actual installation and placement of treatment system to be overseen by Contractor. Contractor
to document system installation with photographs.
5. Contractor shall backfill around all access areas such that storm water is shed away from
potential entry points.
OPERATION AND MAINTENANCE SCHEDULE:
1. A contractor or other qualified professional should be contacted if you are uncomfortable or unfamiliar with operating this
system or if system troubleshooting is necessary.
2. The Septic Tank Effluent Filter shall be cleaned at least every 6 months or per manufacturer's recommendations. Check Septic
Tank solids level annually. In general, it is recommended that solids be pumped from the Septic Tank every 3-5 years.
3. A clean -out is located on the system just before the Septic Tank. If liquid backs up into the house or the Septic Tank, the
drainline may be clogged or the Septic Tank may have too many solids in it to allow adequate flow through. A qualified contractor
should be contacted to unclog any blockages via these clean -outs. A pumping contractor should be used to empty solids from
the Septic Tank.
4. Effluent from the AdvanTex treatment system shall be sampled per the requirements of the system permit. If no parameters
are listed, AWT recommends sampling for the following parameters; Total Suspended Solids (TSS), Biological Oxygen Demand (BOD5),
Total Nitrogen (TN), Ammonia -Nitrogen (NH3-N), and Fecal Coliform.
5. Maintenance of the AdvanTex treatment system should be conducted by a certified operator under contract with the
homeowner.
6. Invert elevations of all components to be verified in field by contractor to insure proper
operation. 6. The UV component shall be checked Weekly to ensure the alarm bulb (on control panel) is not illuminated. The UV bulb
should be cleaned on a 6 month interval. It is recommended that the homeowner (or contracted operator) maintain a back-up UV
7. Engineer inspection(s), installer certification and engineer certification of installed system is bulb and quartz sleeve when it is time to replace the bulb. This service should be completed by the engaged certified operator.
required.
8. Contractor to seed and/or mulch disturbed areas to coincide with existing landscape. Area
shall not be left with uncovered soil.
9. Upon system completion, Contractor to supply Engineer with documentation of installation and
a signed letter indicating system was installed per approved design or noting any deviation from
approved design.
7. The storage and pumping component shall be checked Weekly to ensure the alarm bulb (on control panel) is not illuminated.
If the control panel indicates the system is in alarm mode, the following steps should be taken:
• Stop use of all Water in the residence (to stop flow into the pump tank),
• Verify that the system has electrical power.
• Contact a qualified contractor to inspect the system (if needed).
If it has rained recently the pump
may not be operating because the rain sensor is temporarily
blocking
the system from
10. All system piping to be SCH40 PVC. operating. If this is the case then
the pump will resume operation once it is dry enough. If the
pump tank is in danger of
overflowing and continued rainfall is
expected, contact a septic tank pump contractor to remove
a portion
of the liquid in the
11. All gravity elbows to be long -radius or long -sweeping type elbows. pump tank. The pump tank has been designed to accommodate approximately 5 days of effluent
storage
under normal usage. As
a result, prolonged periods of rain
may cause a back-up of effluent in the system since the rain sensor
prevents application of
12. Septic Tank to have approved Orenco Effluent Filter model FTP-0854-36 NC. effluent onto the drip field.
13. AdvanTex Pod to be placed on gravel bed. Pour concrete ring around flange of treatment
unit. In lieu of concrete collar, Orenco anti-bouyancy devices can be used.
14. Onsite vacuum and leak test required on all tanks. Vacuum test at 5 inches of Hg for 2
minutes. Leak test for 24-hour duration with water level at 2 inches above riser connection.
Documentation to be provided to Engineer.
15. All risers to have cast -in tank adapters and be single -piece risers Risers shall be secured to
cast -in tank adapters per manufacturer's recommendations. Risers to extend 6" above soil surface
and be designed and maintained to prevent surface Water inflow. Risers to be gasketed and
secured with four (4) 5/16" diameter screws.
8. It is important to inspect the pump tank, and components on an annual basis to ensure no solids are building up on the
tank bottom, to ensure that the pump control switches are placed properly, and to verify proper pumping of the effluent. These
activities will be handled by the engaged service provider.
9. The location of the supply line should be Walked Weekly to ensure that a line breakage has not occurred. The area in which
the line is buried should be monitored for any wet spots or locations of excessive vegetation growth as these occurrences may be
an indication of a line breakage. No permanent structure shall be erected over the locations of the Supply and Return lines. No
heavy vehicles or equipment should be driven over the Supply and Return lines.
10. The dripfield should be inspected Weekly to verify proper operation and to ensure driplines have not become damaged.
Clogged or worn drip tubing should be replaced or, in the event of minimal obstruction, cleaned. No heavy vehicles or equipment
should be driven over the irrigation area.
A%VT
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
Escobar-Hollyheights WWTS
Surface Drip
Owner Information:
Justo Escobar
2501 Hollyheights Drive
Durham, NC 27704
919-672-5432
[e-mail]
Property Information:
2501 Hollyheights Drive
Durham, NC 27704
Durham County
PIN: 0852-97-97-2760
PROFESSIONAL ENGINEER SEAL
\�1ti�titiltll��lrlrNtf�r
SEAL
- 024582 -
FINAL DESIGN
NOT RELEASED FOR CONSTRUCTION
16.
All Tank risers
to have safety nets
or inner lids.
1 1. Vegetation (grass
for this system) in
the application
area is critical to the operation of the treatment system. The
REV, ISSUED DATE DESCRIPTION
17.
Sampling spigot
to be installed on
Pump Tank discharge line. A threaded union (or equivalent
application area should
be allowed to remain
in a natural
state; however, the area should be kept free of fallen trees and invasive
type
of disconnect)
shall be provided in
each pump discharge line. Pump discharge piping fittings
Weeds. Any saplings or
stumps that re -grow should also
be removed from the application area by hand and without damaging the
and
valves shall be
of compatible corrosion -resistant material.
drip components. The
turf should be cut
occasionally to
keep the turf at a manageable height. Cutting should be performed using
a trimmer, scythe, or
other method that
will not damage
the drip tubing. Wheeled or tracked equipment should not be used. A
18.
Spigot to be located
on outside of
building within 50' of tanks or yard hydrant shall be
soil sample should be
collected from the
drip field area
to determine appropriate rates of lime and fertilizer application.
installed.
19. Mount Control Panel 24" (min.) above finished grade. Panel shall be locked or secured against
unauthorized access.
20. Contractor to install Internet line or phone line to VCOM control panel.
21. Electrical service from residence to be installed by licensed electrician under the residence
building permit.
22. All system wiring to be installed in electrical conduit buried to a minimum depth of 18". A
wire to be OF or THWN rated.
Separate circuits for each pump and alarm/control panel are required (2-120V, 20 amp; 1 -120V,
15 amp). Separate conduit required for phone or Internet line.
24. Recirculation Timer Settings:
TIME ON/OFF: 0.87 / 14.13 minutes
18 gpm to Pod / 4.75 gpm to Septic Tank
25. Pump Selection:
Recirc. Pump - Orenco PF3005 1 1
Irrigation Pump - Orenco PF2005 1 1
12. System fencing shall be maintained to prevent human contact with the treated effluent and to ensure the vegetation remains
healthy.
SHEET TITLE
Surface Drip
Notes
DRAWN BY:
CREATED ON:
J. BANKS
03.31.2023
REVISED BY:
REVISED ON:
J. BANKS
08.10.2023
RELEASED BY:
RELEASED ON:
K. DAVIDSON
-
SHEET NAME:

Avvr
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
Escobar—Hollyheights WWTS
Surface Drip
Owner Information:
Justo Escobar
2501 Hollyheights Drive
Durham, NC 27704
919-672-5432
[e-mail]
Property Information:
2501 Hollyheights Drive
Durham, NC 27704
Durham County
PIN: 0852-97-97-2760
PROFESSIONAL ENGINEER SEAL
o111141IM11,fy
1.
H ........... °
$p F.SStp
SEAL
024582
FINAL DESIGN
NOT RELEASED FOR CONSTRUCTION
REV. ISSUED DATE DESCRIPTION
SHEET TITLE
Site Vap
DRAWN BY:
CREATED ON:
J. BANKS
03.31.2023
REVISED BY:
REVISED ON:
J. BANKS
02.23.2024
RELEASED BY:
RELEASED ON:
K. DAVIDSON
—
SHEET NAME:
ww-11
Scaled for 24"x36" Sheet

Appendix D
Updated Engineering Calculations
,`ti� tilt�CPill
AR0
K{{ .{.... �1
~tip S�Y� LS.3J�•,'•� /
SEAL
024582 _
fiNGl�IE�•4•��Sa�:

Surface Drip Design
Dripfield Layout
Project: Hollyheights Residence WWTS
Location: 2501 Hollyheights Drive
Durham NC 27704
County: Durham
170486
Dripfield Sizing
Daily Design Flow 600 gpd
Load in Rate LTAR
12.37 in/ r
rip ie rea
Re uired
0.65 ac
28,399 s ft
Dri line Spacing
3 ft
Required Dri line
9,466 ft
Surface Dripfield Layout
From SFR Loading Rate Workbook
From SFR Loading Rate Workbook
Zone #
Lateral #
Run #
Run
Length
(ft)
Lateral
Length (ft)
Zone
Length (ft)
1
1
1
89
274
2402
2
91
3
94
2
4
95
292
5
97
6
100
3
7
102
306
8
102
9
102
4
10
102
306
11
102
12
102
5
13
102
306
14
102
15
102
6
16
102
306
17
102
18
102
7
19
102
306
20
102
21
102
8
22
102
306
23
102
24
102
2
9
25
102
304
2415
26
101
27
101
10
28
99
294
29
98
30
97
11
31
96
285
32
95
33
94
12
34
93
274
35
91
36
90
13
37
89
265
38
88
39
88
14
40
87
258
41
86
42
85
15
43
85
253
44
84
45
84
16
46
83
245
47
81
48
81
17
49
80
237
50
79
51
78

3
18
52
76
304
2662
53
76
54
76
55
76
19
56
76
304
57
76
58
76
59
76
20
60
76
304
61
76
62
76
63
76
21
64
76
304
65
76
66
76
67
76
22
68
76
304
69
76
70
76
71
76
23
72
152
310
73
158
24
74
156
308
75
152
25
76
142
276
77
134
26
78
126
248
79
122
4
27
80
118
230
2596
81
112
28
82
130
264
83
134
29
84
133
278
85
145
30
86
76
304
87
76
88
76
89
76
31
90
76
304
91
76
92
76
93
76
32
94
76
304
95
76
96
76
97
76
33
98
76
304
99
76
100
76
101
76
34
102
76
304
103
76
104
76
105
76
35
106
76
304
107
76
108
76
109
76
Total = 10,075
Min. Required = 9,466
Blanking = 6.43%

Field Flow
Project: Hollyheghts Residence WWTS
Location: 2501 Hollyheghts Drive
Durham NC 27704
County: Durham
Total Field
Total quantity of effluentto be disposed per day
Hydraulic Loading Rate
Minimum Dispersal Field Area
Flow Per Zone
Number of Zones
Number of SubFields
Dosing
Dispersal area per zone
Spacing between lines
Choose spacing between emitters
Total linear ft. per zone (or subfield)
Total number of emitters per zone
Dripline Type
600 gallons / day
0.021 gallons / sq.ft. / day
28,399 sq.ft.
4 zone(s)
0 subfields
Zone 1 Zone 2 Zone 3 Zone 4
7206 7245 7986 7788 sq.ft.
3.00 3.00 3.00 3.00 ft
2 2 2 2ft
2402 2415 2662 2596 ft. per zone
1201 1208 1331 1298 emitters per zone
Perc-Rite Bioline Perc-Rite Bioline Perc-Rite Bioline Perc-Rite Bioline
Pressure at beginning of the dripfield
25
25
25
25 psi
Feet of Head at the beginning of dripfield
57.75
57.75
57.75
57.75 ft
Flow rate per emitter
0.61
0.61
0.61
0.61 gph
Dose flow per zone (or subfield)
12.21
12.28
13.53
13.20 gpm
Min. Flushing Velocity (Normal Operation)
1.00
1.00
1.00
1.00 ft/sec
Min. Flushing Velocity (Maintenance Operation)
1.00
1.00
1.00
1.00 ft/sec
Flush flow required at the end of each dripline
0.74
0.74
0.74
0.74 gpm
Length of longest dripline lateral
306
304
310
304 ft
Flow required to Dose longest dripline lateral
1.56
1.55
1.58
1.55 gpm
Laterals per zone
8
9
9
9 laterals
Total flowfor flushing vQlocity, in all lines
6.15
8.29
7.31
7.37 gpm
Total flow per zone (flushing + dosing)
18.36
20.57
20.84
20.57 gpm
Number of doses per day/zone:
Timer ON. Pump run time per dose/zone:
Timer OFF. Pump off time between doses
Per Zone - Pump run time per day/zone:
All Zones - Number of doses per day / all zones
Allowtime for field to pressurize
Filter flush timer
Drain timer
Field flush timer
Field flush counter
Time required to complete all functions per day
Dose volume per zone
0.90 doses
1301 min: sec
626 hr:min
011 hr:min
3.60 doses / day
00030 hr:min :sec
00020 hr:min :sec
00500 hr:min :sec
001:00 hr:min :sec
10 cycles
1:11 hr:min
159 160
176 172 gallons per dose
Length of Draining Supply Line
60
140
50
150 ft
Volume
2.59
6.05
2.16
6.48 gallons
Length of Draining Supply Feeder Lines
200
200
200
200 ft
Volume
2.96
2.96
2.96
2.96 gallons
Length of Draining Return Line
1
1
1
1 ft
Volume
0.04
0.04
0.04
0.04 gallons
Length of Draining Return Feeder Lines
200
200
200
200 ft
Volume
2.96
2.96
2.96
2.96 gallons
Volume in dripline / zone
29.65
29.81
32.86
32.04 gallons
Total Recharge Volume
157
161
172
173 gallons
Note: Zones/Subfdds are analyzed individually. The more extreme demands are used for pump selection

Pump Sizing Zone 1
Project: Hollyheights Residence WWTS
Location: 2501 Hollyheights Drive
Durham NC 27704
County: Durham
Field Flow Summary
Number of Zones
Flow Required to dose field
Flow required to flush field
Flow required to dose & flush field
Losses through Return Line
Select Flush Line Diameter
Length of return line
Equivalent length of fittings
Elevation Change
Pressure loss in 100 ft of Common Return pipe
Return Feeder Line Diameter
Length of Return Feeder Line Along Dripfield
Pressure Loss in 100 ft. of Zone Return Feeder pipe
Total pressure loss from end of dripline back to tank
Minimum Pressure Specified Returning to Tank
Losses through Dripline
Length of longest dripline lateral
Minimum dosing pressure required at end of dripline
Loss through dripline during dose/flush
Min. Pressure Required at Beginning of Dripfield
Calculated Pressure
Specified Pressure (from Field Flow Wksht)
Losses through Headworks
Recommended Filter (Vortex Screen Filter)
Selected Filter
Filter Pressure Loss
Recommended Zone Valve (Electric Solenoid)
Selected Zone Valve
Zone Valve Pressure Loss
Recommended Flow Meter (Master Meter Multi -Jet)
Selected Flow Meter
Flow Meter Pressure Loss
Other Pressure Losses
Total loss through Headworks components
4 zones
12.21 gpm
6.15 gpm
18.36 gpm
Flushing Condition
ft.(psi)
1"
50
5
4.0
2.81
1.22
1/2"
75
0.81
0.35
6.22
2.69
4.62
306
.
317
54.8
56.27
24.36
57.75
25.00
1"
0
0
0.0
0.0 0.0
1/2"
0.0
0.00
0.00 0.0
0.0 0.0
306
16.17 7.00
11.00 4.76
AP4E-1 F
AP4E-1.5F
tin Screen Filter 0-20gpm
3.88 1
1.68
2.68
1.16
1"Solenoid
1"Solenoid
1" Solenoid
4.16 1
1.80
2.00
0.86
5/8" Meter
3/4" Meter
8.30
3.60
3.57
1.55
0
16.34
0
7.07
0
8.25
0
3.57
Losses through Supply Line
Field Supply Line Diameter
1 1/2"
1 1/2"
Length of Supply Line from PT to Start of Dripfield
60
60
Length of Supply Line Along Zone
2
2
Equivalent length of fittings
6.2
6.2
Pressure Loss in 100 ft. of Zone Supply Pipe
2.56
1.11
1.20
0.52
Supply Feeder Line Diameter
1/2"
1/2"
Length of Supply Feeder Line Along Dripfield
75
75
Pressure Loss in 100 ft. of Zone Supply Feeder Pipe
6.15
2.66
2.89
1.25
Elevation Change (Pump to tank outlet)
7
7
Elevation Change (Tank outlet to Start of Dripfield)
0
0
Elevation Change (Along Dripfield)
0
0
Total Supply Line Head Loss from Pump to Field
13.82
5.98
9.99
4.32
Total Dynamic Head (TDH) 87.9 ft 45.4 ft
PumD Caoacity - Flow Rate 18.4 aom 12.2 aom
Pressure Regulator (Dosing Condition)
Total Dynamic Head Loss (from PT to Start of Field)
16.05 ft
TDH of Selected Pump at Dose Flow
-ft
TDH at Start of Field
128.95 ft
= 55.82 psi
Is Pressure Regulator Required?
NO
Required Pressure Regulator Size
- inch
*Note: TDH at pressure regulator (start of field) under dosing conditions must be
less than orequal to maximum inlet regulator pressure

Pump Sizing Zone 2
Project: Hollyheights Residence WWTS
Location: 2501 Hollyheights Drive
Durham NC 27704
County: Durham
Field Flow Summary
Number of Zones
Flow Required to dose field
Flow required to flush field
Flow required to dose & flush field
Losses through Return Line
Select Flush Line Diameter
Length of return line
Equivalent length of fittings
Elevation Change
Pressure loss in 100 ft of Common Return pipe
Return Feeder Line Diameter
Length of Return Feeder Line Along Dripfield
Pressure Loss in 100 ft. of Zone Return Feeder pipe
Total pressure loss from end of dripline back to tank
Minimum Pressure Specified Returning to Tank
Losses through Dripline
Length of longest dripline lateral
Minimum dosing pressure required at end of dripline
Loss through dripline during dose/flush
Min. Pressure Required at Beginning of Dripfield
Calculated Pressure
Specified Pressure (from Field Flow Wksht)
Losses through Headworks
Recommended Filter (Vortex Screen Filter)
Selected Filter
Filter Pressure Loss
Recommended Zone Valve (Electric Solenoid)
Selected Zone Valve
Zone Valve Pressure Loss
Recommended Flow Meter (Master Meter Multi -Jet)
Selected Flow Meter
Flow Meter Pressure Loss
Other Pressure Losses
Total loss through Headworks components
Losses through Supply Line
Field Supply Line Diameter
Length of Supply Line from PT to Start of Dripfield
Length of Supply Line Along Dripfield
Equivalent length of fittings
Pressure Loss in 100 ft. of Zone Supply Pipe
Supply Feeder Line Diameter
Length of Supply Feeder Line Along Dripfield
Pressure Loss in 100 ft. of Zone Supply Feeder Pipe
Elevation Change (Pump to tank outlet)
Elevation Change (Tank outlet to Start of Dripfield)
Elevation Change (Along Dripfield)
Total Supply Line Head Loss from Pump to Field
Pump Capacity - Flow Rate
Pressure Regulator (Dosing Condition)
4 zones
12.28 gpm
8.29 gpm
20.57 gpm
Flushing Condition
ft.(psi)
13M
13
8.5
4.89
2.12
1/2"
85
1.41
0.61
16.81
7.28
4.62
2.0
304
16.17
7.00
35.02
15.16
56.45
24.44
57.75
25.00
V.
0
0
0.0
0.0 0.0
1/2"
0.0
0.00
0.00 0.0
0.0 0.0
304
16.17
10.79
26.96 1 11.67
AP4E-1.5F
1.5in Screen Filter 0-45gpm
AP4E-1.5F
4.28 1
1.85
2.70
1.17
V. Solenoid
1" Solenoid
1"Solenoid
5.13 1
2.22
2.02
0.87
5/8" Meter
3/4" Meter
10.47
4.53
3.61
1.56
0
0
0
19.88
8.61
8.32
3.60
1 1/2"
140
2
14.2
14.2
3.16
1.37
1.22
0.53
1/2"
95
6.10
2.64
2.92
1.26
7
0
0
18.32
7.93
11.67
5.05
20.6 qpm 12.3
Total Dynamic Head Loss (from PT to Start of Field)
17.20 ft
TDH of Selected Pump at Dose Flow
eft
TDH at Start of Field
127.80 ft
= 55.33 psi
Is Pressure Regulator Required?
NO
Required Pressure Regulator Size
- inch
*Note: TDH at pressure regulator (start of field) under dosing conditions must be
less than orequal to maximum inlet regulator pressure

Pump Sizing Zone 3
Project: Hollyheights Residence WWTS
Location: 2501 Hollyheights Drive
Durham NC 27704
County: Durham
Field Flow Summary
Number of Zones
Flow Required to dose field
Flow required to flush field
Flow required to dose & flush field
Losses through Return Line
Select Flush Line Diameter
Length of return line
Equivalent length of fittings
Elevation Change
Pressure loss in 100 ft of Common Return pipe
Return Feeder Line Diameter
Length of Return Feeder Line Along Dripfield
Pressure Loss in 100 ft. of Zone Return Feeder pipe
Total pressure loss from end of dripline back to tank
Minimum Pressure Specified Returning to Tank
Losses through Dripline
Length of longest dripline lateral
Minimum dosing pressure required at end of dripline
Loss through dripline during dose/flush
Min. Pressure Required at Beginning of Dripfield
Calculated Pressure
Specified Pressure (from Field Flow Wksht)
Losses through Headworks
Recommended Filter (Vortex Screen Filter)
Selected Filter
Filter Pressure Loss
Recommended Zone Valve (Electric Solenoid)
Selected Zone Valve
Zone Valve Pressure Loss
Recommended Flow Meter (Master Meter Multi -Jet)
Selected Flow Meter
Flow Meter Pressure Loss
Other Pressure Losses
Total loss through Headworks components
Losses through Supply Line
Field Supply Line Diameter
Length of Supply Line from PT to Start of Dripfield
Length of Supply Line Along Dripfield
Equivalent length of fittings
Pressure Loss in 100 ft. of Zone Supply Pipe
Supply Feeder Line Diameter
Length of Supply Feeder Line Along Dripfield
Pressure Loss in 100 ft. of Zone Supply Feeder Pipe
Elevation Change (Pump to tank outlet)
Elevation Change (Tank outlet to Start of Dripfield)
Elevation Change (Along Dripfield)
Total Supply Line Head Loss from Pump to Field
Pump Capacity - Flow Rate
4 zones
13.53 gpm
7.31 gpm
20.84 gpm
Flushing Condition
ft.(psi)
110
11
6.5
3.87
1.68
1.12
0.48
11.80
5.11
4.62
310
16.17
7.00
36.45
15.78
57.24
24.78
57.75
25.00
V.
0
0
0.0
0.0 0.0
1/2"
0.0
0.00
0.00 0.0
0.0 0.0
310
16.17
11.41
27.58 1 11.94
AP4E-1.5F
1.5in Screen Filter 0-45gpm
AP4E-1.5F
4.33 1 1.88
2.95
1.28
V. Solenoid
1" Solenoid
1"Solenoid
5.25 1 2.27
2.40
1.04
5/8" Meter
5/8" Meter
21.16
9.16
8.70
3.77
0
0
0
0
30.75
13.31
14.05
6.08
1 1/2"
115
2
11.7
11.7
3.24
1.40
1.46
0.63
1/2"
50
6.25
2.71
3.49
1.51
7
0
0
14.61
6.33
10.62
4.60
20.8 qpm 13.5
Pressure Regulator (Dosing Condition)
Total Dynamic Head Loss (from PT to Start of Field) 22.89 ft
TDH of Selected Pump at Dose Flow Mom 145 ft
TDH at Start of Field 122.11 ft
= 52.86 psi
Is Pressure Regulator Required? NO
Required Pressure Regulator Size - inch
*Note: TDH at pressure regulator (start of field) under dosing conditions must be
less than orequal to maximum inlet regulator pressure

Pump Sizing Zone 4
Project: Hollyheights Residence WWTS
Location: 2501 Hollyheights Drive
Durham NC 27704
County: Durham
Field Flow Summary
Number of Zones
Flow Required to dose field
Flow required to flush field
Flow required to dose & flush field
Losses through Return Line
Select Flush Line Diameter
Length of return line
Equivalent length of fittings
Elevation Change
Pressure loss in 100 ft of Common Return pipe
Return Feeder Line Diameter
Length of Return Feeder Line Along Dripfield
Pressure Loss in 100 ft. of Zone Return Feeder pipe
Total pressure loss from end of dripline back to tank
Minimum Pressure Specified Returning to Tank
Losses through Dripline
Length of longest dripline lateral
Minimum dosing pressure required at end of dripline
Loss through dripline during dose/flush
Min. Pressure Required at Beginning of Dripfield
Calculated Pressure
Specified Pressure (from Field Flow Wksht)
Losses through Headworks
Recommended Filter (Vortex Screen Filter)
Selected Filter
Filter Pressure Loss
Recommended Zone Valve (Electric Solenoid)
Selected Zone Valve
Zone Valve Pressure Loss
Recommended Flow Meter (Master Meter Multi -Jet)
Selected Flow Meter
Flow Meter Pressure Loss
Other Pressure Losses
Total loss through Headworks components
Losses through Supply Line
Field Supply Line Diameter
Length of Supply Line from PT to Start of Dripfield
Length of Supply Line Along Dripfield
Equivalent length of fittings
Pressure Loss in 100 ft. of Zone Supply Pipe
Supply Feeder Line Diameter
Length of Supply Feeder Line Along Dripfield
Pressure Loss in 100 ft. of Zone Supply Feeder Pipe
Elevation Change (Pump to tank outlet)
Elevation Change (Tank outlet to Start of Dripfield)
Elevation Change (Along Dripfield)
Total Supply Line Head Loss from Pump to Field
Pump Capacity - Flow Rate
Pressure Regulator (Dosing Condition)
4 zones
13.20 gpm
7.37 gpm
20.57 gpm
Flushing Condition
ft.(psi)
13
14
8.5
3.93
1.70
1/2"
45
1.13
0.49
14.90
6.45
4.62
MOPW
304
16.17
7.00
35.02
15.16
55.81
24.16
57.75
25.00
V.
0
0
0.0
0.0 0.0
1/2"
0.0
0.00
0.00 0.0
0.0 0.0
304
16.17
10.79
26.96 1 11.67
AP4E-1.5F
1.5in Screen Filter 0-45gpm
AP4E-1.5F
4.28 1
1.85
2.88
1.25
V. Solenoid
1" Solenoid
1"Solenoid
5.13 1
2.22
2.29
0.99
5/8" Meter
3/4" Meter
10.47
4.53
4.20
1.82
0
0
0
19.88
8.61
9.37
4.06
1 1/2"
140
2
14.2
14.2
3.16
1.37
1.39
0.60
1/2"
40
6.10
2.64
3.33
1.44
7
0
0
14.63
6.33
10.51
4.55
20.6 qpm 13.2
Total Dynamic Head Loss (from PT to Start of Field)
18.51 ft
TDH of Selected Pump at Dose Flow
eft
TDH at Start of Field
126.49 ft
= 54.76 psi
Is Pressure Regulator Required?
NO
Required Pressure Regulator Size
- inch
*Note: TDH at pressure regulator (start of field) under dosing conditions must be
less than orequal to maximum inlet regulator pressure

Pump Selection
Project:
Location:
County:
IRRIGATION PUMP SIZING
Pump Selection
Hollyheights Residence WWTS
2501 Hollyheights Drive
Durham NC 27704
Durham
Manufacturer: Orenco
Model: PF 20051 1
Horsepower: 0.50
Pump Operating Points (from drip spreadsheet)
Operating Conditions TDH (ft.) Flow (gpm) Legend
Dose Flow (Required) 45.4 12.2 (minimum conditions)
Dose Flow (Actual) 145.0 12.2 (dose flow on pump curve)
Flush Flow 95.9 20.8 (Flush Velocity, max conditions)
M
350
cz 300
250
Im
cc
200
150
100
50
I I
PF20 Series, 60 Hz, 0.5 - 1.5 hp
iWJimm■■.
�MWEE.
rMWMEN
■■■
E1E1== ■■
I 1E1MMMMW=MMWMM1
ME EMEMENWEENE
0L
0
5 10 15 20 25 30 35
Flow in gallons per minute (gpm)

Project Name: Hollyheights Residence WWTS
Annual Hydraulic
Design Flow = 600 gal/day Loading Rate =
SFR Loading Rate Group: C
Limiting Soil Ksat = 0.029 inch/hour Irrigation Area =
Drainage Coefficient = 0.100 =
12.37 inch/yr
28,393 square ft
0.65180 acres
Drainage Rate = 0.0696 inchiday (Formula: Ksat ' Drainage Coefficient ' 24)
Number of
Days in the
Month
PET
(inlmo)
Vertical
Drainage
(inlmo)
80th Percentile
Monthly
Precipitation
(inlmo)
Maximum
Allowable
Irrigation
(inlmo)
Maximum
Allowable
Irrigation
(gallonsiday)
Maximum
Allowable
Irrigation
(gallonsimonth)
January
31
0.36
2.16
3.92
0.00
0
0
February
28
0.54
1.95
3.18
0.00
0
0
March
31
1.33
2.16
4.70
0.00
0
0
April
30
2.55
2.09
4.04
0.60
355
10,639
May
31
3.88
2.16
3.87
2.16
1,234
38,248
June
30
5.78
2.09
4.24
3.63
2,139
64,179
July
31
3.63
2.16
5.59
0.20
113
3,497
August
31
5.93
2.16
4.84
3.24
1,852
57,401
September
30
4.18
2.09
4.90
1.37
807
24,223
October
31
2.38
2.16
3.36
1.18
671
20,813
November
30
0.78
2.09
3.81
0.00
0
0
December
31
0.52
2.16
3.89
0.00
0
0
TOTAL = 365 31.85 25.40 50.34
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.
12.37 7171.01 219,000
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
1 720 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